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Plan, Tentative APPLICANT 1/12/2016
I N 1.1 PROJECT DATA PROJECT DESCRIPTION: PROJECT SQUARE FOOTAGE: ASSESSOR'S MAP #: TAX LOT #: DEFERRED SUBMITTALS: s 1 I 2 I 3 :ASH & -CARRY GENERAL NOTES: I READ, UNDERSTAND AND COMPLY WITH ALL APPLICABLE PROVISIONS OF THE CONSTRUCTION DOCUMENTS FOR THE PROJECT. NEW BUILDING 2 UNLESS OTHERWISE NOTED, PLAN DIMENSIONS SHOWN ARE: -AT INTERIOR PARTITIONS: TO THE FACE OF STUD 23,084 SF -AT COLUMNS: TO THE CENTERLINE OF COLUMNS -AT CONCRETE OR CMU: TO THE FACE OF CONCRETE OR CMU 170315sc3300800 -AT EXTERIOR WALLS: TO THE FACE OF STUD (TO THE FACE OF FOUNDATION WALL) 3 PLACE DOORS NOT LOCATED BY DIMENSION ON PLANS SIX INCHES FROM FACE OF ADJOINING PARTITION TO HINGE EDGE OF DOOR OPENING. PROVIDE 18" MINIMUM CLEAR FROM 800 FACE OF ADJOINING PARTITION OR OTHER OBSTRUCTION TO STRIKE JAMB EDGE OF DOOR OPENING, UNLESS OTHERWISE NOTED. NOTIFY ARCHITECT IF REQUIRED CLEARANCES ARE NOT AVAILABLE FIRE ALARM AND SPRINKLERS 4 PROVIDE FIRE RESISTANT CLOSURE MEETING THE REQUIREMENTS OF THE GOVERNING FIRE AUTHORITIES AT ALL GAPS AROUND PENETRATING DUCTS PIPES CONDUITS ETC AT LOCATION A LEVEL NAME Name _ Elevation �— ELEVATION PLAN NORTH (4) ROOM NAME -'— ROOM NAME ALL FIRE RATED BUILDING WALLS, PARTITIONS, CEILINGS, FLOORS AND ROOFS. LG 5 ROOM NUMBER FINISH (ED) FLOOR NUMBER ------ ELEVATION Olt 0'-0" AFF-,_._ — SURFACE SPOT ELEVATION ABBREVIATIONS: AB ANCHOR BOLT FD VIEW ALUM' ALU INU1NISH FLOOR FFC APPROX APPROXIMATE FIN ARCH ARCHITECT (URAL) FLR DETAIL NUMBER BD BOARD FOC AY CALLOUT VIEW BLDG BUILDING FOF A-50 C&C CASH & CARRY FOM �jl DRAWING SHT CB CATCH BASIN FOS NUMBER CG CORNER GUARD FRT CIP CAST -IN-PLACE FST CJ CONTROL JOINT FT — DETAIL NUMBER CL CENTERLINE GA DETAIL VIEW CLG CEILING GALV A-502 CLR CLEAR GB DRAWING SHT CMU CONCRETE MASONRY UNIT GC NUMBER CONC CONCRETE GL CONT CONTINUOUS GYP Al DETAIL NUMBER DEMO DEMOLISH, DEMOLITION H DF DRINKING FOUNTAIN HB A-2fl1 EXTERIOR ELEVATION DIA DIAMETER HDW DRAWING SHT DIM DIMENSION HM NUMBER DN DOWN HORIZ DS DOWNSPOUT HR EA EACH HT DETAIL NUMBER ELEC ELECTRIC (AL) HVAC Al BUILDING SECTION/ ETC ETCETERA A-310 DRAWING SHT WALL SECTION EQIEQUAL BC UIP EQUIPMENT NUMBER EW EACH WAY INFO Al EXIST EXISTING INSUL DETAIL NUMBER EXP EXPANSION INT EXT 1 EXTERIOR A2 A-210 A4 INTERIOR ELEVATION �/ I C I N I T i MAP DRAWING SHT V A3 NUMBER VIEW NUMBER VIEW NAME DRAWING BLOCK TITLE A 1 1/8#=11-0#1 VIEW SCALE Al ARCHITECTURAL REVISION REVISION NUMBER COMPONENT m A w 0 1001A DOOR DESIGNATION DOOR it 9'-0" CEILING HEIGHT CEILING W A ASSEMBLY a N N O N a 1 FLOOR DRAIN JAN ALL FIRE RATED BUILDING WALLS, PARTITIONS, CEILINGS, FLOORS AND ROOFS. LG 5 ROOM AND DOOR NUMBERS SHOWN ON DRAWINGS ARE FOR CONSTRUCTION PURPOSES ONLY. FINISH (ED) 6 CONCEAL ALL PIPING, CONDUITS, DUCTS, ETC INSIDE WALLS AND ABOVE CEILINGS AT ALL ROOMS EXCEPT ELECTRICAL AND TELEPHONE CLOSETS AND MECHANICAL ROOMS. IN MAX FACE OF CONCRETE SPACES OPEN TO STRUCTURE, ONLY PIPING CONDUITS AND DUCTS THAT SERVE THE SPACE MAY BE EXPOSED. LOCATE SUCH INSTALLATIONS TO MINIMIZE VISIBILITY AND FACE OF FINISH MIN ORGANIZE TO MINIMIZE RUN LENGTHS AND OVERLAPPING. ARCHITECT TO REVIEW SHOP DRAWINGS FOR EXPOSED MECHANICAL, ELECTRICAL, PLUMBING ITEMS PRIOR TO MISC FACE OF STUDS FABRICATION AND INSTALLATION. FIRE RETARDANT TREATED 7 COORDINATE WORK WITH ALL OWNER FURNISHED ITEMS AND PROVIDE ALL REQUIRED MECHANICAL AND ELECTRICAL CONNECTIONS INCLUDING STUB OUTS. NIC 8 VERIFY ALL DIMENSIONS, EXISTING AND NEW CONDITIONS ON THE JOB BEFORE PROCEEDING WITH THE WORK. GAGE 9 NOTIFY THE ARCHITECT OF ANY DISCREPANCIES NOTED AMONG OR BETWEEN THE CONTRACT DOCUMENTS, OWNER -PROVIDED INFORMATION, SITE CONDITIONS, MANUFACTURER OD GRAB BAR, GYPSUM BOARD RECOMMENDATIONS, OR CODES, REGULATIONS, OR RULES OF JURISDICTIONS HAVING AUTHORITYPRIOR TO COMMENCEMENT OF ANY PORTION OF THE WORK. GRID LINES 10 THE CONTRACT DOCUMENTS ARE COMPLIMENTARY AND WHAT IS REQUIRED BY ONE IS BINDING AS IF REQUIRED BY ALL. E0.1 11 PROVIDE REPETITIVE FEATURES NOT INDICATED IN THE DRAWINGS EVERYWHERE THAT THEY OCCUR AS IF DRAWN IN FULL. NOT ALL OCCURRENCES OF A FEATURE ARE NOTED IN HIGH IL02@COMCAST.NET EVERY CASE. OH 12 CONSULT PLANS OF ALL TRADES FOR ALL OPENINGS AND ROUGH -CUTS THROUGH SLABS, WALLS, CEILINGS AND ROOFS FOR DUCTS, PIPES, CONDUITS, CABINETS AND EQUIPMENT, HOLLOW METAL PERP AND SHALL VERIFY SIZE AND LOCATION BEFORE PROCEEDING WITH WORK. PL 13 VERIFY ALL ROUGH -IN DIMENSIONS REQUIRED FOR EQUIPMENT, INCLUDING THAT FURNISHED BY OTHERS, PRIOR TO PROCEEDING WITH WORK. HEIGHT 14 COORDINATE WITH MECHANICAL AND ELECTRICAL CONTRACTORS FOR EXACT LOCATIONS, TYPES AND SIZES OF ACCESS DOORS REQUIRED BY THEIR WORK. PROVIDED ACCESS LEVEL HEAD CONDITIONING FOR ALL CONCEALED VALVES, DAMPER CONTROLS, FIRE DAMPER LINKAGE, ELECTRICAL JUNCTION BOXES, ETC. DRAWINGS MAY NOT SHOW ALL REQUIRED ACCESS PANELS. INTERNATIONAL BUILDING RCP INDICATE REQUIRED ACCESS DOORS ON THE COORDINATION DRAWINGS. OBTAIN ARCHITECT'S APPROVAL FOR LOCATIONS OF ACCESS DOORS PRIOR TO INSTALLATION. RD 15 PRESERVATIVE TREAT ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY AS REQUIRED BY CODE. INSULATION 16 DO NOT SCALE DRAWINGS. RO 17 CONSTRUCT RECESSES LOCATED WITHIN FIRE RATED PARTITIONS TO MAINTAIN THE REQUIRED FIRE RATING OF THE PARTITION. 18 SITE SURVEY, GEOTECHNICAL INVESTIGATION, AND HAZARDOUS MATERIALS DOCUMENTATION WAS PREPARED BY CONSULTANTS TO THE OWNER AND NOT UNDER THE DIRECTION 541-510-4225 OFFICE OF THE ARCHITECT. THIS DOCUMENTATION IS INCLUDED IN THE CONTRACT DOCUMENTS AS AN ACCOMMODATION TO THE OWNER. NORTH ARROW 19 REFER TO DOCUMENTS FOR GENERAL LOCATIONS OF VISIBLE EQUIPMENT, SIGNAL DEVICES, SIGNAGE, AND OTHER VISIBLE ITEMS. CONSULT WITH ARCHITECT FOR EXACT MOUNTING LOCATION. 20 NOT USED 21 NOT USED 22 NOT USED ROOM NAME & NUMBER 23 NOT USED IN FORCE 24 WORK MUST COMPLY WITH APPLICABLE CODES AND ORDINANCES AT TIME OF BUILDING PERMIT ISSUANCE. SPOT ELEVATION ABBREVIATIONS: AB ANCHOR BOLT FD VIEW ALUM' ALU INU1NISH FLOOR FFC APPROX APPROXIMATE FIN ARCH ARCHITECT (URAL) FLR DETAIL NUMBER BD BOARD FOC AY CALLOUT VIEW BLDG BUILDING FOF A-50 C&C CASH & CARRY FOM �jl DRAWING SHT CB CATCH BASIN FOS NUMBER CG CORNER GUARD FRT CIP CAST -IN-PLACE FST CJ CONTROL JOINT FT — DETAIL NUMBER CL CENTERLINE GA DETAIL VIEW CLG CEILING GALV A-502 CLR CLEAR GB DRAWING SHT CMU CONCRETE MASONRY UNIT GC NUMBER CONC CONCRETE GL CONT CONTINUOUS GYP Al DETAIL NUMBER DEMO DEMOLISH, DEMOLITION H DF DRINKING FOUNTAIN HB A-2fl1 EXTERIOR ELEVATION DIA DIAMETER HDW DRAWING SHT DIM DIMENSION HM NUMBER DN DOWN HORIZ DS DOWNSPOUT HR EA EACH HT DETAIL NUMBER ELEC ELECTRIC (AL) HVAC Al BUILDING SECTION/ ETC ETCETERA A-310 DRAWING SHT WALL SECTION EQIEQUAL BC UIP EQUIPMENT NUMBER EW EACH WAY INFO Al EXIST EXISTING INSUL DETAIL NUMBER EXP EXPANSION INT EXT 1 EXTERIOR A2 A-210 A4 INTERIOR ELEVATION �/ I C I N I T i MAP DRAWING SHT V A3 NUMBER VIEW NUMBER VIEW NAME DRAWING BLOCK TITLE A 1 1/8#=11-0#1 VIEW SCALE Al ARCHITECTURAL REVISION REVISION NUMBER COMPONENT m A w 0 1001A DOOR DESIGNATION DOOR it 9'-0" CEILING HEIGHT CEILING W A ASSEMBLY a N N O N a 1 FLOOR DRAIN JAN FIRE EXTINGUISHER CABINET LG FINISH FLOOR LAV FINISH (ED) MAT FLOOR MAX FACE OF CONCRETE MECH FACE OF FINISH MIN FACE OF MASONRY MISC FACE OF STUDS MO FIRE RETARDANT TREATED MTL FIRE SPRINKLER RISER NIC FOOT,FEET NTS GAGE OC GALVANIZED, GALVANIC OD GRAB BAR, GYPSUM BOARD OF/Ci GENERAL CONTRACTOR 09 -ELECTRICAL GLASS E0.1 GYPSUM WALL BOARD OF/OI HIGH IL02@COMCAST.NET HOSE BIBB OH HARDWARE OPP HOLLOW METAL PERP HORIZONTAL PL HOUR PT HEIGHT FTRAVIS@CHAMBERS-GC.COM HEATING, VENTILATION, AIR R CONDITIONING RB INTERNATIONAL BUILDING RCP CODE RD INFORMATION REQD INSULATION RM INTERIOR RO JANITOR LONG LAVATORY MATERIAL MAXIMUM MECHANICAL MINIMUM, MINUTE MISCELLANEOUS MASONRY OPENING METAL NOT IN CONTRACT NOT TO SCALE ON CENTER OUTSIDE DIAMETER OWNER FURNISHED; CONTRACTOR INSTALLED OWNER FURNISHED; OWNER INSTALLED OVERHEAD OPPOSITE PERPENDICULAR PLASTIC LAMINATYE PAINT, PRESSURE TREATED RADIUS, RISER RUBBER/RESILIENT BASE REFLECTED CEILING PLAN ROOF DRAIN, ROAD REQUIRED ROOM ROUGH OPENING SCHED SF SIM SS SST STD STL STOR SUSP THRU TMPD TOM TYP LION UTIL VIF W W/ W/H W/O WC WD WDW WR uWom 0 SCHEDULE SQUARE FOOT (FEET) SIMILAR SANITARY SEWER, STANDING SEAM STAINLESS STEEL STANDARD STEEL STORAGE SUSPEND(ED) THROUGH TEMPERED TOP OF MASONRY TYPICAL UNLESS OTHERWISE NOTED UTILITY VERIFY IN FIELD WIDE WITH WATER HEATER WITHOUT WATER CLOSET WOOD, WOOD DOOR WINDOW WEATHER RESISTANT, WATER REPELLENT WEATHER RESISTIVE BARRIER PLAN NORTH 3 11 0 Robertson ( Sherwood Architects pc 132 EAST BROADWAY, SUITE 540 EUGENE, OREGON 97401 541-342-8077 www.robertsonsherwood.com 01 -GENERAL G -1 -SR COVER SHEET 02 -CIVIL 541-746-5841 OFFICE C -1 -SR EXISTING IMPROVEMENT & PUBLIC UTILITIES PLAN C -2 -SR PROPOSED PAVING, GRADING & UTILITES PLAN C -3 -SR PROPOSED UTILITIES PLAN C -4 -SR PROPOSED DETAILS 03 -LANDSCAPE L -1 -SR LANDSCAPE PLAN L -2 -SR LANDSCAPE DETAILS 04 -ARCHITECTURAL A -1 -SR SITE PLAN A -2 -SR FLOOR PLAN A -3 -SR EXTERIOR ELEVATIONS A -4 -SR EXTERIOR ELEVATIONS A -5 -SR BUILDING SECTIONS A -6 -SR TRAFFIC & SITE DETAILS 09 -ELECTRICAL E0.1 SITE LIGHTING AND POWER PLAN PROJECT TEAM: OWNER LARGE CENT LLC 541-746-5841 OFFICE PO BOX 26125 CONTACT: ADAM CLOUGH EUGENE, OREGON 97402 ADAM@PIONEERENGR.COM 541-344-6781 OFFICE MECHANICAL COMFORT FLOW CONTACT: S. R. YETT 1951 DON STREET STEPHEN@SRYETT.COM ARCHITECT ROBERTSON I SHERWOOD ARCHITECTS PC 541-726-0100 OFFICE 132 E BROADWAY# 540 CONTACT: DICK WIKE EUGENE, OR 97401 W IKE@COMFORTFLOW.COM 541-342-8077 OFFICE ELECTRICAL NEW WAY ELECTRIC INC CONTACT: MICHAEL BOWLES, PROJECT MANAGER PO BOX 21503 EUGENE, OR 97402 MBOWLES@ROBERTSONSHERWOOD.COM CONTRACTOR ILO CONSTRUCTION CONTACT: JUSTIN PASLAY 1792 CENTENNIAL BLVD JUSTIN@NEWWAYELECTRIC.COM SPRINGFIELD, OR 97477 541-52T-0114 PLUMBING C&R PLUMBING' 3780 KATHRYN AVE. STE A CONTACT: RICHARD AIELLO IL02@COMCAST.NET CONTACTOR CHAMBERS CONSTRUCTION 541-206-7611 3028 JUDKINS ROAD #1 CONTACT: CRAIG ARNEY EUGENE, OR 97403 CRPLMB@YAHOO.COM 541-687-9445 OFFICE CONTACT: FRANK TRAVIS, PROJECT MANAGER FTRAVIS@CHAMBERS-GC.COM LANDSCAPE DOUGHERTY LANDSCAPE ARCHITECTS ARCHITECT 474 WILLAMETTE ST # 305 5 EUGENE, OR 97401 541-683-5803 OFFICE CONTACT: DAVID DOUGHERTY, PRINCIPAL DAVIDD@DLADESIGN.COM CIVIL CAPITAL ENGINEERING & CONSULTING, LLC ENGINEER 1430 WILLAMETTE STREET #325 EUGENE, OR 97401 541-510-4225 OFFICE CONTACT: TINA GUARD, PE TLG@CAPITALENGINEERING.CO STRUCTURAL PIONEER ENGINEERING LLC ENGINEER 1717 CENTENNIAL BLVD # 9 SPRINGFIELD, OR 97477 541-746-5841 OFFICE CONTACT: ADAM CLOUGH ADAM@PIONEERENGR.COM MECHANICAL COMFORT FLOW 1951 DON STREET SPRINGFIELD, OR 97477 541-726-0100 OFFICE CONTACT: DICK WIKE W IKE@COMFORTFLOW.COM ELECTRICAL NEW WAY ELECTRIC INC PO BOX 21503 EUGENE, OR 97402 541-686-2365 CONTACT: JUSTIN PASLAY JUSTIN@NEWWAYELECTRIC.COM t PLUMBING C&R PLUMBING' 3780 KATHRYN AVE. STE A �� t SPRINGFIELD, OR 97478 541-206-7611 CONTACT: CRAIG ARNEY CRPLMB@YAHOO.COM a° Received: JAN 12 2016 4 5 W Qti Cn W O 06 a c W W z WW Z Cf1 z CL Q to D: W M I-- V1 to MARK DATE DESCRIPTION ISSUE DATE: 11 JANUARY 2015 ISSUE: SITE PLAN REVIEW PROJECT NO: 1518 DRAWN BY: JR CHECKED BY: JMR ©ROBERTSON I SHERWOOD I ARCHITECTS PC 2015 ORIGINAL SHEET SIZE: 24'x36' COVER SHEET GVIII' OUR C 1 2 3 ,.A"P°�j„Pf %.%jt STM MH R1M=430.39 Q 5 `` 1 36" FL=423.17 N P \ �� / EX/SPIG TROT ����'� ,c`' _ - - 1 P ,� ��� �,✓C1GH %% 7�_ �� ON'9USPPS , r 61 ' 36" STM SAN MH / / ; , STpp� Sl ; =' ��1C1 PK -NAIL AND RIM=432.9' , / PST SET BY LAN , ; FL=423.48 \��' �% L=4391141 , . t � LEfT,-CANE�'� s39�ti�v• a nn' FRn�u �.... ,'\. `t PI AN �['`_A1 F U D Z Lam!' . b SAN MH �� .... , oky RIM=43291 SAN MH FL=423.9 RIM=434.07 SAN LIFT STA CURB INLET TC=433.14 12" FL=429.64 r ` /Cly STRE � DUCTILE IRON \ /4 F ANQ..., COU W. NTi�OL POINT x . ,.v CURB INLET / PK. LIN WALK TC=433.65 EL =433.7111 — / / ` w 12 FL -430.65 � � � � � �.;a..;�, g s' Y Iv Y V Yl i ra .N ee STM MH RIM=433.59 � 12" FL (SE)=425.8 21 " FL (NW)=425.0 � .f 77 ._ ..... , t f' /.. BUILDING FFE 435.19(17-03-15-30) .•h w Ti 7�0 � i ! _ ... - r,, •x, T.,h. • ; MCIIIE'ENZIE GATEWAY ; � _- -_ _ _ -- __.. ADA PARKING SIGN �. ' _ BUSINESS PARK LLC \ \'•a s. `"'•-. ., ., .x. .� � ' f in f 7L fflfr'rrntias7r mets "_ i� s'J EXISTING STREET w / LIGHT' STM MHIGH�N RIM=432.93 T \A` 10" FL (NE)=427.4 EDS &ES 12 FL (NW/SE)=427.2 21STM GUTTER INLET GRATE -432.6 10" FL (N)=427.81 SERVICE I l� �I STM MH RIM=433.60 10" FL (NE/SW)=428.83 12" FL (NW)=428.73 STM GUTTER INLET GRATE=433.27 10" FL (N)=429.32 A 2 1 " l;As__J SERVICE 24" W DUCTILE IRON RIGHT IlAkE MUST " `� 8" FL(N)=429.95 TURD RIGH SIGN :� , k .� _ " 8 FL(S)=429.97(OUT) , CAP TL 900 ` TING - BHT TGP' LLC 3555 GATEWAY ST EXISTING FIRE HYDRANT H-1589,, SAN LIFT STA PK N_A.1 `'PMI WA _ \ y , WW 3 rlw �y TYM(0 Wo N e2kv1-•r vvL % "'ale`s.A , JAN 12 201 - DRINKING WATER OVERLAY DISTRICT: THE SITE IS LOCATED IN 0 TO 2 YEAR TIME OF TRAVEL ZONES (TOTZ). THE IMPROVEMENT IS FOR WAREHOUSE COMMERCIAL SALES USE. THE RETAIL OUTLET'S PRODUCT CONSISTS PRIMARILY OF GROCERIES, BUT CASH AND CARRY WILL SELL SOME CLEANERS AND CHEMICALS INTENDED FOR RESTAURANT USE. THE PROJECT DOES PROPOSE TO STORE, HANDLE OR USE LESS THAN 500 GALLONS NOT EXCEEDING 5 GALLON INDIVIDUAL CONTAINERS OF MATERIALS WHICH ARE LISTED AS HAZARDOUS MATERIALS AT A GIVEN TIME; INCLUDING THOSE CONDITIONS EXEMPT FROM REGULATION PER SDC SECTION 3.3-200. THE LOADING DOCK WILL BE RAMPED AND REQUIRE SEPARATION OF STORMWATER AND SANITARY SEWER TRENCH DRAINS WITH SHUT-OFF VALVE PER DWP REQUIREMENTS. COVERED TRASH AREA WILL BE HYDRAULICALLY ISOLATED AND DRAINED TO SANITARY SEWER. EXISTING GRATES WILL HAVE QUALITY DROP-IN FILTERS. ROOFTOP MOUNTED HVAC UNITS AND AIR-COOLED CONDENSER WILL BE PROVIDED WITH SPILL PANS THAT WILL BE PIPED TO THE SANITARY SEWER SYSTEM (AN APPROVED LOCATION BY FIRE CODE OFFICIAL COMPLYING WITH OREGON FIRE CODE 2704.2.2 SECONDARY CONTAINMENT FOR HAZARDOUS MATERIAL LIQUIDS AND SOLIDS). LANDSCAPE MAINTENANCE IS HANDLED BY THE TENANT.. NO LANDSCAPE MAINTENANCE MATERIALS, INCLUDING FERTILIZERS, ARE STORED ON SITE. ALL STORMWATER WILL ROUTED TO DOUBLE CHAMBERED CATCH BASINS OR EXITING CATCH BASINS WITH FILTER INSERTS. 5 Robertsonruri I Architects pc 132 EAST BROADWAY, OREGON 9} rI .. www.robertsonsherwood.com re(:: CAPITAL ENGINEERING & CONSULTING, LLC Tina Guard, PE 541-510-4225 tlg@capitalengineering.co x'q*�V� EXPIRATION DATE: 06!30!17 DESCRIPTION ISSUE DATE: 11 JANUARY 2016 ISSUE: SITE PLAN REVIEW PROJECT NO: 1518 DRAWN BY: RP CHECKED BY: TLG CROBERM I SHEMOOD I ARCHITECTS PC 2015 ORIGINAL SHEET SIZE: 24W EXISTING IMPROVEMENT • PUBLIC UTILITIES PLAN C�� CO) W Q z O06 0 H < ® O iM Z 0 Uj LL - U t 1 Z Lf) O Z Ee N CO) z V DESCRIPTION ISSUE DATE: 11 JANUARY 2016 ISSUE: SITE PLAN REVIEW PROJECT NO: 1518 DRAWN BY: RP CHECKED BY: TLG CROBERM I SHEMOOD I ARCHITECTS PC 2015 ORIGINAL SHEET SIZE: 24W EXISTING IMPROVEMENT • PUBLIC UTILITIES PLAN C�� C R w A E 8 0 G m 5 t m i2 w w a N M a 0 Q 2 ' 3 ,- � y rf fy/ ;�- .- j/ / rl S'. ! �' /' / i,G-/- - - - J // l '��l - / �/r /-// / / / Z r / �' =_ - . _- .. '- -" «431 ! m C B F. I 2 I CIVIL LEGEND BFP BACKFLOW PREVENTION EX EXISTING FFE FINISHED FLOOR ELEVATION F FIRE FG FINISHED GRADE HP HIGH POINT MH MANHOLE PUE PUBLIC UTILITY EASEMENT SD STORM DRAIN SF SQUARE FEET SS SANITARY SEWER TYP TYPICAL W DOMESTIC WATER XING CROSSING TD TRENCH DRAIN GU CURB GUTTER TC TOP OF CURB SW SIDEWALK N if4" FL= 430.04 �4 " FL= 432.69 1 I.��, Y6•.M1 X; s#; �•: i;f .'�" e -Y ""m ..r�.. ... r+.w,..� s` I g�°�"Q Y r:;. ;; ,' �`t`?° '✓�} .t`, its°(. ��,.. "l..,�,J'f�".•�• ✓ti:.b� �'f: `f�'j::^f a. :1.',:.;rr:��';'`� �,.P r � 94•: •.< 11"�:.; �d' �.�•°w'nt •:'i ..,. �•.'.. �; f,� ..s ':r •� ; I Ir ';•i"g��. A';a'�', •.;.;L ..a . r.. A:..i 'a:" ,.z•. `• ;t. `.�ny:«,�.,,.,:.. :r • ;5';. - fi. '''1t:+, I +�s�i " ., �A''�$' 1§s -t •}T. j4 ssF :es±`. '� a•t2.. ,•R�,.. •+ e 'S� •1•. �e, :C,..�jt-•' .1 �� •,a. +Yb°:` 'j''t`+ ,.r.:. •i:f.: =':.,. ..l .z v} '.'`•:a ..L, a rP I�' ua Cf) li( N=892092.51, E= 4253212.32 N=891995.34, E= 4253293.31 III j` ( EX SS MH CONNECT TO EX 8" SS I CONNECT TO EX SS MH I RIM= 435.03 I 4" FL(N)=430.96 4" FL(N)=430.48 I( ------- % 8" FL NW = 431.30 x .--� = EX 8"FL= 430.48 I ( } EX 1 ----- ------ -'--------------------------------- -- ------------------------ 8" FL(SE)= 431.25 ---- -__,----------- --------------- CONST 4" SS 65.4 LF ---- -- ------ - --- CONST 4" SS 61.6 LF ---- -- - 7 8" FL(N E)= 431.15 _ _ _ _ _ -. _ S=0.0264 FT/FT - - - - - - - - � S=0.00??? FT/FT S. _' I 1 '1 v u ° WW a ver - - _ - WW t WW YAW mg W � 3 WW �_ , mmm • _ _ _�� _ __. -- _--------4,----m------==-Y---------------- -------- ------------ ------------------------ ----- TCL TEL TEL TEL ---- TEL TEL TEL TEL TEL - -- L � ( I 1 :e•t � II II .��.-.::..�.-�.••-�:: -.ate.-�-,.�..-.�.,,.,- /� //! "e^ f •s i P F E 2' 7,E s•' ... •. '�`-4',.w, 4 .,,. ....a.......,.• a. ...,....-_--. :�. <� ..., x, .r. »».».Wm.--• .. 4,...,,, , i � .:.4 :'� , d.•,.� • a : '•....,,+•-•: ,•-s .-. � - / ... y. ..s '�.. .-' • x.+•." - P T. + r 3� _ - m�s4w_m-r �}r - f . -r�l�+%".^tv-:�T'moi•';lam f ,.... ^ c. r...ne,.. • � r3-•�tbc"..."�.�.% tw -- O �fx ------ - - - - - - ----- - - -. -.. _.... _-�--------------- -- --- - _�= I----------------------------------------------------=- ------------------------------- --� =--------- - y EX FH H-1589 Q) GA TE WAY TREET c) cTO REMAIN x - STWI STV. - STM STIP - STM STIP " STM STM STA _ __ STWI ST STM SDA SIN _- STM ------' ST STM ------ STM STM --a«.�.. ,�..".� �. .. _ .. _ _wr____ _ ____�. _ �_____ _ � - ». _ ,.. _ _ �.____ _ _____. _ _____. _ ____w_ _ .-._ _ _ . z� _ �. _ ______ _ .. _ .,�..�.. _ ______ _ . _ ______ _ ._____ _ _____.. _ __.___ _ ____._ _ � _... _ v__._ _ _ ,. _ ______ _ ."....__.._ _____ _ ___w.- _ _..�.,. _ ______, _ ._�..-.w ._ ______ _ .._._.._.._ _ _____ _ _____ ______.gig � "GAS ____ 24" W I SERVICE DUCTILE IRON I "GAS SERVICE 1 1 2 1 3 m U� PLAN SCALE 30 0 15 30 60 1 INCH = 30 FT. CONSTRUCTION NOTES 1. CONNECT TO EX PUBLIC 12" W WITH 6" WATER BLDG SERVICE & FIRE SERVICE CONNECTION. INCLUDE 3" DOMESTIC WATER METER. REFER TO PLUMBING PLANS FOR FDC AND BACKFLOW PREVENTERS. 2. BUILDING SEWER SERVICE CONNECTION. PLUG END OF PIPE AND MARK FOR REFERENCE. COORDINATE FINAL LOCATION AND ELEVATION WITH BUILDING PLUMBER. REFER TO PLUMBING PLANS FOR CONTINUATION. 3. CONNECT TO EX GAS LINE. 4. 1-1/2" IRRIGATION SERVICE CONNECTION WITH DOUBLE CHECK VALVE. PLUG END OF PIPE AND MARK FOR REFERENCE. REFER TO LANDSCAPE PLANS FOR CONTINUATION. 5. NOT USED. 6. NOT USED. 7. GAS SERVICE LINE CONNECTION. PLUG END OF PIPE AND MARK FOR REFERENCE. REFER TO PLUMBING PLANS FOR CONTINUATION. CONTRACTOR TO PROVIDE OPEN TRENCH FOR NW NATURAL TO INSTALL GAS LINE. CONTRACTOR TO COORDINATE SCHEDULE, INSTALLATION AND TRENCH STANDARDS WITH NW NATURAL. 8. BUILDING FIRE PROTECTION SERVICE CONNECTION. PLUG END OF PIPE AND MARK FOR REFERENCE. COORDINATE FINAL LOCATION AND ELEVATION WITH BUILDING PLUMBER. REFER TO PLUMBING PLANS FOR CONTINUATION. 9. BUILDING DOMESTIC WATER SERVICE CONNECTION. PLUG END OF PIPE AND MARK FOR REFERENCE. COORDINATE FINAL LOCATION AND ELEVATION WITH BUILDING PLUMBER. REFER TO PLUMBING PLANS FOR CONTINUATION. [ W wp"q Ne �4 (p- 000W pq AN 2016 DRINKING WATER OVERLAY DISTRICT: THE SITE IS LOCATED IN 0 TO 2 YEAR TIME OF TRAVEL ZONES (TOTZ). THE IMPROVEMENT IS FOR WAREHOUSE COMMERCIAL SALES USE. THE RETAIL OUTLET'S PRODUCT CONSISTS PRIMARILY OF GROCERIES, BUT CASH AND CARRY WILL SELL SOME CLEANERS AND CHEMICALS INTENDED FOR RESTAURANT USE. THE PROJECT DOES PROPOSE TO STORE, HANDLE OR USE LESS THAN 500 GALLONS NOT EXCEEDING 5 GALLON INDIVIDUAL CONTAINERS OF MATERIALS WHICH ARE LISTED AS HAZARDOUS MATERIALS AT A GIVEN TIME; INCLUDING THOSE CONDITIONS EXEMPT FROM REGULATION PER SDC SECTION 3.3-200. THE LOADING DOCK WILL BE RAMPED AND REQUIRE SEPARATION OF STORMWATER AND SANITARY SEWER TRENCH DRAINS WITH SHUT-OFF VALVE PER DWP REQUIREMENTS. COVERED TRASH AREA WILL BE HYDRAULICALLY ISOLATED AND DRAINED TO SANITARY SEWER. EXISTING GRATES WILL HAVE QUALITY DROP-IN FILTERS. ROOFTOP MOUNTED HVAC UNITS AND AIR-COOLED CONDENSER WILL BE PROVIDED WITH SPILL PANS THAT WILL BE PIPED TO THE SANITARY SEWER SYSTEM (AN APPROVED LOCATION BY FIRE CODE OFFICIAL COMPLYING WITH OREGON FIRE CODE 2704.2.2 SECONDARY CONTAINMENT FOR HAZARDOUS MATERIAL LIQUIDS AND SOLIDS). LANDSCAPE MAINTENANCE IS HANDLED BY THE TENANT. NO LANDSCAPE MAINTENANCE MATERIALS, INCLUDING FERTILIZERS, ARE STORED ON SITE. ALL STORMWATER WILL ROUTED TO DOUBLE CHAMBERED CATCH BASINS OR EXITING CATCH BASINS WITH FILTER INSERTS. 5 Robertson+r.► Architects 132 EAST BROAOWAY, SUITE 540 OREGON97401 541-342-8077 i►at r ^i,tlrs *i;tt C(2C CAPITAL ENGINEERING & CONSULTING, LLC Tina Guard, PE 541-510-4225 tlg@capitalengineering.co EXPIRATION DATE: 06!30/17 ® SDMH STORM MANHOLE ISSUE: CB CATCH BASIN PROJECT NO: co CO CLEANOUT DRAWN BY: SURFACE DRAINAGE CHECKED BY: DIRECTIONAL ARROW - 6"SD STORM DRAIN LINE W/PIPE SIZE AND Q FLOW DIRECTION 4"SS SANITARY SEWER LINE W/PIPE SIZE U AND FLOW DIRECTION - 211W DOMESTIC WATER LINE W/PIPE SIZE - 411F FIRE PROTECTION WATER LINE W/PIPE SIZE 434 FINISHED GRADE CONTOUR if4" FL= 430.04 �4 " FL= 432.69 1 I.��, Y6•.M1 X; s#; �•: i;f .'�" e -Y ""m ..r�.. ... r+.w,..� s` I g�°�"Q Y r:;. ;; ,' �`t`?° '✓�} .t`, its°(. ��,.. "l..,�,J'f�".•�• ✓ti:.b� �'f: `f�'j::^f a. :1.',:.;rr:��';'`� �,.P r � 94•: •.< 11"�:.; �d' �.�•°w'nt •:'i ..,. �•.'.. �; f,� ..s ':r •� ; I Ir ';•i"g��. 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FT/FT S. _' I 1 '1 v u ° WW a ver - - _ - WW t WW YAW mg W � 3 WW �_ , mmm • _ _ _�� _ __. -- _--------4,----m------==-Y---------------- -------- ------------ ------------------------ ----- TCL TEL TEL TEL ---- TEL TEL TEL TEL TEL - -- L � ( I 1 :e•t � II II .��.-.::..�.-�.••-�:: -.ate.-�-,.�..-.�.,,.,- /� //! "e^ f •s i P F E 2' 7,E s•' ... •. 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CONSTRUCTION NOTES 1. CONNECT TO EX PUBLIC 12" W WITH 6" WATER BLDG SERVICE & FIRE SERVICE CONNECTION. INCLUDE 3" DOMESTIC WATER METER. REFER TO PLUMBING PLANS FOR FDC AND BACKFLOW PREVENTERS. 2. BUILDING SEWER SERVICE CONNECTION. PLUG END OF PIPE AND MARK FOR REFERENCE. COORDINATE FINAL LOCATION AND ELEVATION WITH BUILDING PLUMBER. REFER TO PLUMBING PLANS FOR CONTINUATION. 3. CONNECT TO EX GAS LINE. 4. 1-1/2" IRRIGATION SERVICE CONNECTION WITH DOUBLE CHECK VALVE. PLUG END OF PIPE AND MARK FOR REFERENCE. REFER TO LANDSCAPE PLANS FOR CONTINUATION. 5. NOT USED. 6. NOT USED. 7. GAS SERVICE LINE CONNECTION. PLUG END OF PIPE AND MARK FOR REFERENCE. REFER TO PLUMBING PLANS FOR CONTINUATION. CONTRACTOR TO PROVIDE OPEN TRENCH FOR NW NATURAL TO INSTALL GAS LINE. CONTRACTOR TO COORDINATE SCHEDULE, INSTALLATION AND TRENCH STANDARDS WITH NW NATURAL. 8. BUILDING FIRE PROTECTION SERVICE CONNECTION. PLUG END OF PIPE AND MARK FOR REFERENCE. COORDINATE FINAL LOCATION AND ELEVATION WITH BUILDING PLUMBER. REFER TO PLUMBING PLANS FOR CONTINUATION. 9. BUILDING DOMESTIC WATER SERVICE CONNECTION. PLUG END OF PIPE AND MARK FOR REFERENCE. COORDINATE FINAL LOCATION AND ELEVATION WITH BUILDING PLUMBER. REFER TO PLUMBING PLANS FOR CONTINUATION. [ W wp"q Ne �4 (p- 000W pq AN 2016 DRINKING WATER OVERLAY DISTRICT: THE SITE IS LOCATED IN 0 TO 2 YEAR TIME OF TRAVEL ZONES (TOTZ). THE IMPROVEMENT IS FOR WAREHOUSE COMMERCIAL SALES USE. THE RETAIL OUTLET'S PRODUCT CONSISTS PRIMARILY OF GROCERIES, BUT CASH AND CARRY WILL SELL SOME CLEANERS AND CHEMICALS INTENDED FOR RESTAURANT USE. THE PROJECT DOES PROPOSE TO STORE, HANDLE OR USE LESS THAN 500 GALLONS NOT EXCEEDING 5 GALLON INDIVIDUAL CONTAINERS OF MATERIALS WHICH ARE LISTED AS HAZARDOUS MATERIALS AT A GIVEN TIME; INCLUDING THOSE CONDITIONS EXEMPT FROM REGULATION PER SDC SECTION 3.3-200. THE LOADING DOCK WILL BE RAMPED AND REQUIRE SEPARATION OF STORMWATER AND SANITARY SEWER TRENCH DRAINS WITH SHUT-OFF VALVE PER DWP REQUIREMENTS. COVERED TRASH AREA WILL BE HYDRAULICALLY ISOLATED AND DRAINED TO SANITARY SEWER. EXISTING GRATES WILL HAVE QUALITY DROP-IN FILTERS. ROOFTOP MOUNTED HVAC UNITS AND AIR-COOLED CONDENSER WILL BE PROVIDED WITH SPILL PANS THAT WILL BE PIPED TO THE SANITARY SEWER SYSTEM (AN APPROVED LOCATION BY FIRE CODE OFFICIAL COMPLYING WITH OREGON FIRE CODE 2704.2.2 SECONDARY CONTAINMENT FOR HAZARDOUS MATERIAL LIQUIDS AND SOLIDS). LANDSCAPE MAINTENANCE IS HANDLED BY THE TENANT. NO LANDSCAPE MAINTENANCE MATERIALS, INCLUDING FERTILIZERS, ARE STORED ON SITE. ALL STORMWATER WILL ROUTED TO DOUBLE CHAMBERED CATCH BASINS OR EXITING CATCH BASINS WITH FILTER INSERTS. 5 Robertson+r.► Architects 132 EAST BROAOWAY, SUITE 540 OREGON97401 541-342-8077 i►at r ^i,tlrs *i;tt C(2C CAPITAL ENGINEERING & CONSULTING, LLC Tina Guard, PE 541-510-4225 tlg@capitalengineering.co EXPIRATION DATE: 06!30/17 MARK DATE DESCRIPTION ISSUE DATE: 11 JANUARY 2016 ISSUE: H PROJECT NO: 1518 DRAWN BY: RP CHECKED BY: Q CROBERTSONISHERWOODIARCHITECTSPC2015 ORiGINAL%Eusim24'x38' W W Q Q � U Z 0 C, 0 0 Z W W iU C0 Z Z Q ti Fr z rt1 c N v MARK DATE DESCRIPTION ISSUE DATE: 11 JANUARY 2016 ISSUE: SITE PLAN REVIEW PROJECT NO: 1518 DRAWN BY: RP CHECKED BY: TLG CROBERTSONISHERWOODIARCHITECTSPC2015 ORiGINAL%Eusim24'x38' PROPOSED UTILITIES PLAN r1C G A P,, n nom. co v 0 0 I 1 2 2 3 EXTENSION LENGTH AS REQUIRED ^11431IIUIV SOLID STEEL COUPS Of A= lin ACCESS COVER SEE NOTE 4 a co all.. N! FLOWLINE AS • ' TED ON PLAN rpt n, "!CTILE i COUPLER ` • , LLLE 9 STRUCTURE GRATE SEE NOTE 3 4" FINISHED GRADE COMPACTED CRUSHED ROCK BASE NOTES 1. TRACER WIRE SHALL ENTER STRUCTURE AT PIPE INLET OR OUTLET. PROVIDE ADEQUATE FREE WIRE TO EXTEND 24" ABOVE TOP OF GRATE TO FACILITATE TESTING. COIL WIRE AND SECURE WITH NON—CORROSIVE FASTENER 2" UNDER FRAME. 2. LOCATION SPECIFIED ON PLAN INDICATES CENTER OF GRATED SECTION OF BASIN, FACE OF CURB AT CENTER OF GRATED SECTION, OR INTERSECTION BETWEEN FACE OF CURBS. 3. ALL STRUCTURES SHALL BE PROVIDED WITH HEAVY DUTY GRATE WITH BICYCLE BARS. 4. OUTLET LOCATION SHALL BE IN ACCORDANCE WITH CATCH BASIN ORIENTA11ON AS SHOWN ON PLANS. 5. USE CONCRETE COLLAR IF CATCH BASIN IS IN ASPHALT. ® ® •� 1111' lill ..... 0 • P-11111 , WERIfflow ®1011[ rrl�i 0 NO SCALE CDS2015-4-C DESIGN NOTES iCDS2015- - RATED TREATMENT CAPACITY IS 0.T CFS (19.8 Us), OR PER LOCAL REGULATIONS: MAXIMUM HYDRAULIC INTERNAL BYPASS CAPAC TY iS 10.0 CFS W Us). IF THE SUE CONDITIONS M=W 11101263 us) M. AN UPSTREAM BYPASS STRUCTURE IS REQUIRED, THE STANDARD CDS20164•G CONFIGURATION IS SHOWN. ALTERNATE CONFIGURATIONS ARE AVAILABLE AND ARE LISTED BELOW. SOME CONFIGURATIONS MAY BE COMBINED TO SUIT SITE REQUIREMENTS CONFIGURATION DESCRIPTION GRATED INLET ONLY (NO INLET PIPE) GRATED INLET WITH INLET PIPE OR PIPES CURB INLET ONLY (HIO INLET PIPE) CURB INLET WITH INLET PIPE OR PIPES SEPARATE OIL BAFFLE (SINGLE INLET PIPE REQUIRED FOR THIS CONFIGURATION) SEDIMENT WEIR FOR NJOEPl NJCAT CONFORMING UNITS (SEE FRAME AND COVER DETAIL) PVC HYDRAULIC SHEAR r ' 48.11219) I,0, MANHOLE PLATE STRUCTURE SITE SPECIFIC DATA REQUIREMENTS k OR STRUCTURE ID WATER QUALITY FLOW RATE (CFS OR Lis) ` PEAK FLOW RATE (CFS OR LIS) " RETURN PERIOD OF PEAK FLOW (YRS) ` SCREEN APERTURE J2400 OR 4700) " RP PIPEDATA, I.E. I MATERIAL DIAMETER INLET PIPE i INLET PIPE 2 OUTLET PIPE RiM ELEVATION " .G ANTI -FLOTATION BALLAST 1NIDTH HEIGHT NOTEMPECIAL REQUIREMENTS: . PER ENGINEER OF REOORD 3 1 5 17 tilt 41.[L%LTL.tt4 ZsIvL4N►iYl71;itzilikeI THE SITE IS LOCATED IN 0 TO 2 YEAR TIME OF TRAVEL ZONES (TOTZ). THE IMPROVEMENT IS FOR WAREHOUSE COMMERCIAL SALES USE. THE RETAIL OUTLET'S PRODUCT CONSISTS PRIMARILY OF GROCERIES, BUT CASH AND CARRY WILL SELL SOME CLEANERS AND CHEMICALS INTENDED FOR RESTAURANT USE. THE PROJECT DOES PROPOSE TO STORE, HANDLE OR USE LESS THAN 500 GALLONS NOT EXCEEDING 5 GALLON INDIVIDUAL CONTAINERS OF MATERIALS WHICH ARE LISTED AS HAZARDOUS MATERIALS AT A GIVEN TIME; INCLUDING THOSE CONDITIONS EXEMPT FROM REGULATION PER SDC SECTION 3.3-200. THE LOADING DOCK WILL BE RAMPED AND REQUIRE SEPARATION OF STORMWATER AND SANITARY SEWER TRENCH DRAINS WITH SHUT-OFF VALVE PER DWP REQUIREMENTS. COVERED TRASH AREA WILL BE HYDRAULICALLY ISOLATED AND DRAINED TO SANITARY SEWER. EXISTING GRATES WILL HAVE QUALITY DROP-IN FILTERS. ROOFTOP MOUNTED HVAC UNITS AND AIR-COOLED CONDENSER WILL BE PROVIDED WITH SPILL PANS THAT WILL BE PIPED TO THE SANITARY SEWER SYSTEM (AN APPROVED LOCATION BY FIRE CODE OFFICIAL COMPLYING WITH OREGON FIRE CODE 2704.2.2 SECONDARY CONTAINMENT FOR HAZARDOUS MATERIAL LIQUIDS AND SOLIDS). LANDSCAPE MAINTENANCE IS HANDLED BY THE TENANT. NO LANDSCAPE MAINTENANCE MATERIALS, INCLUDING FERTILIZERS, ARE STORED ON SITE. ALL STORMWATER WILL ROUTED TO DOUBLE CHAMBERED CATCH BASINS OR EXITING CATCH BASINS WITH FILTER INSERTS. k OR '4 ftvfy .. 1518 MR PAWK LM RP TW SM OR 2 FT W Q o Mitt car amSa Cb a fur wmi'l " ,) .G LSRSS CUM FOR PAFM Im 3:1 tux 2 Fr MR SIDE Rom FIX tt d� t' ,Sri\'�"°l``i%t rl�J«J . / k _. Xi�'•� t Z O TW iU -- LLj � r LL PERMANENT POOL Q GENERAL NOTES 1. C(NITECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. rt Yid �L})P y __. i U aim TO arvrza 0 F>mm Z DIMENSIONS IONS MARKER WITH ()ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY, W, 1, Provide protection from all vehicle traffic, equipment staging. 7; A geotextile is required to isolate the drain tock from the and toot traffic in proposed Infiltration areas prior to; during, subgrade-and growing medium and after construction. 3• FOR FABRICATION DRAVANGSWITH DETAILEDGTRUCTUREDIMENSIONSANDWEIGHTS. PLEASE CONTACT YOUR CONTECHENGINEERED z OIL BAFFLESKIRT 2. Dimensions, . , a. Width of swale; 5' - 17, 8. Growing medium: as SOLUTIONS LLC REPRESENTATIVE.www.C4w www.C4wt%hE$.com taut ram a.12' minimum b. Longitudinal slope o1sNale: 0.5% ran and 6% max. b, import topsoil or amended native soil c, Flat bottom width: 2' minimum. 7. Drain rock tater shall be separated form the growing medium 4. CDS WATER QUALiTY STRUCTURE SHALL BE iN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. 5. STRUCTURE SHALL MEET AASHTO H820 ANRCASTiNGS SHALL MEET HS20 (AASHTO M 306) LOAD RATING, ASSUMING GROUNDWATER ELEVATION 9r Vegetation: Fellow landscape plans otherwise refer to plant b. Flat bottom width: 2 min. list in SNMMAppendix F. Vegetative swales must have 3 Setbacks (from centertine'of facility)� foilowing plantings per 100sf offacility area: AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. SEPARATION •. t b. Filtration swages must have a waterproof liner when and i Tree (deciduous or evergreen) S. PVC HYDRAULIC SHEAR PLATE IS PLACED ON SHELFAT BOTTOM OF SCREEN CYLINDER. REMOVE AND REPLACEAS NECESSARY DURING SCREEN Vegetation. Follow landscape plans otherwise refer to plant list in . Filtration Rain Garden do not require a setback with 10. Waterproof finer: Shad be 30 mil PVC or equivalent for 4.Overflow flow-through facil2ies. MAINTENANCE CLEANING. a. Overflows are required loan approved point b: aO Ground Covers, 2 Large Shrubs 4 Small Shrubs. discharge point unless sized to fully irtiittrate the 11; Install washed pea gravel or river rock to transition from " flood control design storm: inlets and splash pad to growing medium, PVC HYDRAULIC" 10, install washed pea geavet o riverfook to transition from minimum. 12, Check dams: Shall be placed at 12" intervals along the ; minimum. length of the swale. INSTALLATION NOTES SHEAR PLATE impervious area, otherAtise 4* min. Piping material, slopes and installation sha3 fotow the Uniform Plumbing Code, A ANY SUB -BASE BACKFILL DEPTH, ANDIORANT!•FLOTATIO PROVISIONS ARE StTESPEGIFCC DESIGN CONSIDERATIONS AND SHALL BE 6. Drain rock: CITY OF EUGENE, OREGON - • '; ;,' t" _'4 a. Sizw 3147 - 2-12' washed a ' SPECIFIED BY ENGINEER OF RECORD DEPARTMENT OF PUBLIC WORKS CiTY OF VEGETATED SWALE B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND BET THE CDS MANHOLE STRUCTURE EUGENE, OREGON (LIFTING CLUTCHES PROVIDED). ) DAtA Nail DEPARTMENT OF PUBLIC MRKS C• CONTRACTOR TO ADD JOINT SEALANT BETWEEN ALL STRi1CTURE SECTIONS, AND ASSEMBLE STRUCTURE. SOLIDS STORAGE SUMP D. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT" PIPES. MATCH PIPE INVERTS WITH ELEVATIONS SHOWN. ELEVATION A'A E. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO ASSURE UNIT IS WATERTIGHT, HOLDING WATER TO FLOWUNE INVERT MINIMUM. rr IS SUGGESTED THAT ALL JOINTS BELOW PIPE INVERTS ARE GROUTED. a TE H CsD82015-4-L1 ' ENGINEERED SOUITIONS LLC INLINE CDS www.ConUchES.co1n 5025 Contra PoMDt.,sulta400, W%atom,OH 45M STANDARD DETAIL ranm`" ""mm�."'aa'1`n .aw%'i1° W"38.1122 8134467WO 51"ro7993FA7t 3 1 5 17 tilt 41.[L%LTL.tt4 ZsIvL4N►iYl71;itzilikeI THE SITE IS LOCATED IN 0 TO 2 YEAR TIME OF TRAVEL ZONES (TOTZ). THE IMPROVEMENT IS FOR WAREHOUSE COMMERCIAL SALES USE. THE RETAIL OUTLET'S PRODUCT CONSISTS PRIMARILY OF GROCERIES, BUT CASH AND CARRY WILL SELL SOME CLEANERS AND CHEMICALS INTENDED FOR RESTAURANT USE. THE PROJECT DOES PROPOSE TO STORE, HANDLE OR USE LESS THAN 500 GALLONS NOT EXCEEDING 5 GALLON INDIVIDUAL CONTAINERS OF MATERIALS WHICH ARE LISTED AS HAZARDOUS MATERIALS AT A GIVEN TIME; INCLUDING THOSE CONDITIONS EXEMPT FROM REGULATION PER SDC SECTION 3.3-200. THE LOADING DOCK WILL BE RAMPED AND REQUIRE SEPARATION OF STORMWATER AND SANITARY SEWER TRENCH DRAINS WITH SHUT-OFF VALVE PER DWP REQUIREMENTS. COVERED TRASH AREA WILL BE HYDRAULICALLY ISOLATED AND DRAINED TO SANITARY SEWER. EXISTING GRATES WILL HAVE QUALITY DROP-IN FILTERS. ROOFTOP MOUNTED HVAC UNITS AND AIR-COOLED CONDENSER WILL BE PROVIDED WITH SPILL PANS THAT WILL BE PIPED TO THE SANITARY SEWER SYSTEM (AN APPROVED LOCATION BY FIRE CODE OFFICIAL COMPLYING WITH OREGON FIRE CODE 2704.2.2 SECONDARY CONTAINMENT FOR HAZARDOUS MATERIAL LIQUIDS AND SOLIDS). LANDSCAPE MAINTENANCE IS HANDLED BY THE TENANT. NO LANDSCAPE MAINTENANCE MATERIALS, INCLUDING FERTILIZERS, ARE STORED ON SITE. ALL STORMWATER WILL ROUTED TO DOUBLE CHAMBERED CATCH BASINS OR EXITING CATCH BASINS WITH FILTER INSERTS. 5 cec CAPITAL ENGINEERING & CONSULTING, LLC Tina Guard, PE 541-510-4225 t1g@capitalengineering.co G�`� 1EXPiRATION DATE: 06130/17 k OR ISSUE: ftvfy PROJECT NO: 1518 MR PAWK LM RP TW SM OR 2 FT W Q o Mitt car amSa Cb a fur wmi'l W ,) LSRSS CUM FOR PAFM Im 3:1 tux 2 Fr MR SIDE Rom FIX tt d� t' ,Sri\'�"°l``i%t rl�J«J . / k *' '` ,.^� \;'' Xi�'•� t Z O TW iU F LLj � r LL Q In rt Yid �L})P y 7t7t IN= U aim TO arvrza 0 F>mm tri JIM ( 1, Provide protection from all vehicle traffic, equipment staging. 7; A geotextile is required to isolate the drain tock from the and toot traffic in proposed Infiltration areas prior to; during, subgrade-and growing medium and after construction. 2. Dimensions, a. Width of swale; 5' - 17, 8. Growing medium: Depth of Swale: 12" a.12' minimum b. Longitudinal slope o1sNale: 0.5% ran and 6% max. b, import topsoil or amended native soil c, Flat bottom width: 2' minimum. 7. Drain rock tater shall be separated form the growing medium OL Side slopes of swale: 3:1 maximum. 9r Vegetation: Fellow landscape plans otherwise refer to plant b. Flat bottom width: 2 min. list in SNMMAppendix F. Vegetative swales must have 3 Setbacks (from centertine'of facility)� foilowing plantings per 100sf offacility area: a. InfiRrabon swales must be 10'from foundations and a. 100 Ground Covers. OR 5' from proPerty tines. b: 80 Ground Covers, 2 Small Shrubs, 4 Large Shrubs, b. Filtration swages must have a waterproof liner when and i Tree (deciduous or evergreen) Within 10' froto foundation of S from property lines, Vegetation. Follow landscape plans otherwise refer to plant list in Filtration Rain Garden do not require a setback with 10. Waterproof finer: Shad be 30 mil PVC or equivalent for 4.Overflow flow-through facil2ies. a. Overflows are required loan approved point b: aO Ground Covers, 2 Large Shrubs 4 Small Shrubs. discharge point unless sized to fully irtiittrate the 11; Install washed pea gravel or river rock to transition from flood control design storm: inlets and splash pad to growing medium, b. Inlet elevation must alloy for 2` of treeDoarcL 10, install washed pea geavet o riverfook to transition from minimum. 12, Check dams: Shall be placed at 12" intervals along the minimum. length of the swale. 5, Piping: Minimum 3" pipe required for up to 1,500 sq ft of impervious area, otherAtise 4* min. Piping material, slopes and installation sha3 fotow the Uniform Plumbing Code, 6. Drain rock: CITY OF EUGENE, OREGON a. Sizw 3147 - 2-12' washed a ' b. Depth: l2' minimum DEPARTMENT OF PUBLIC WORKS CiTY OF VEGETATED SWALE EUGENE, OREGON DAtA Nail DEPARTMENT OF PUBLIC MRKS TYPICAL DETAILS 5 cec CAPITAL ENGINEERING & CONSULTING, LLC Tina Guard, PE 541-510-4225 t1g@capitalengineering.co G�`� 1EXPiRATION DATE: 06130/17 11 JANUARY 2016 ISSUE: ref; PROJECT NO: 1518 qr RP CHECKED BY: Cb a CROBERTSONiSHERWOODIARCHITECTS PCMIS ORIGINALSHEETSIZE:24'x36' W M SM OR LSRSS CUM FOR PAFM Im 3:1 tux 2 Fr MR SIDE Rom FIX tt d� i (fig,) Oli7%i SJR O Q Z O TW iU F LLj � r LL Q In rt Yid �L})P y U ( c AM FAW UVORM TO APIPWO DGOVM PANT. - 1. Provide protection from all vehicle traffic, equipment staging, 6: [train rock: and foot traffic in proposed infiltration -areas prior to, during. a. Size: 314°-2-1F2"washed and after` construction: b. Depths 12' Minimum 2. Dimensions: 7. Drain rock tater shall be separated form the growing medium a, Depth of rain garden: G" minimum and 12' maximum and the surround soils by geotextiie fitter fabrIo. b. Flat bottom width: 2 min. c, Side slopes of Rain Garden; 31 maximum. S. Growing medium a. 12" rrdnimam 3. Setbacks: b.Irnpctted topsal of amended native topsoil. a, Infiltration rain gardens must be 10'frorn foundations and 5' from property lines Vegetation. Follow landscape plans otherwise refer to plant list in Filtration Rain Garden do not require a setback with SWMM Appendix F_ Number of plantings per 100sfotfacility area: an approved waterproof liner. a. i00 Ground Covers. OR b: aO Ground Covers, 2 Large Shrubs 4 Small Shrubs. 4; Overflow, and 1 tress (deciduous or evergreen) a, Overflows are required unless sized to tufty infimle the flood control design storm. 10, install washed pea geavet o riverfook to transition from b. Inlet elevation must allow for 2" of freeboard, inlets and splash pad to growing medium. minimum. 5, Piping: Minimum T pipe required fo up to 1;900 sq fl of Impervious area, otherwise C min. Piping material, slopes and Installation shall follow the Uniform ftmbing Code. CITY OF EUGENE, OREGON FILTRATION FAIN GARDEN a ' az DEPARTMENT OF PUBLIC WORKS TYPICAL DETAILS 5 cec CAPITAL ENGINEERING & CONSULTING, LLC Tina Guard, PE 541-510-4225 t1g@capitalengineering.co G�`� 1EXPiRATION DATE: 06130/17 MARK DATE DESCRIPTION TYPIC to-0aoo s1o 1 vy 5 o IS' ISSUE DATE: 11 JANUARY 2016 ISSUE: H PROJECT NO: 1518 DRAWN BY: RP CHECKED BY: Q CROBERTSONiSHERWOODIARCHITECTS PCMIS ORIGINALSHEETSIZE:24'x36' W Z 06 O Q Z O TW iU LLj woo IW- Z LL Q In Z Z U MARK DATE DESCRIPTION TYPIC to-0aoo s1o 1 vy 5 o IS' ISSUE DATE: 11 JANUARY 2016 ISSUE: SITE PLAN REVIEW PROJECT NO: 1518 DRAWN BY: RP CHECKED BY: TLG CROBERTSONiSHERWOODIARCHITECTS PCMIS ORIGINALSHEETSIZE:24'x36' PROPOSED DETAILS 1, Received.- JAN 11 c 2016 C�� e6 0 a 0 I R m M O 00N I I APPROXIMATE 100 YR FLOODPLAIN BOUNDARY (OFFSITE) (E) SWALE _ 0 3 rt -_—_—_—_—_---_—_ _ _—_ _ —_ Il RI JCVVGR RGI -GR IL --IV IL_�._•_._. _ _ _ , _ __ _— _ ——__�_._ C JN11V M — _ — _ — - - - - - - - - - E WASTEWATER 8 REFER TO CIVIL. - 13 O 15 N � I ---------------------- (E)WATER REFER TOCIVIL ----------------------------------------- -� _ - -----___- ..-=---------- - — — 7.00' P.U.E. RECORDED 2'- 0" MAX OUTSIDE RELOCATE (E) UTILITY VAULT 8' - 0" a o (E) SIGN (N) PLANTER iv _ _ _ _ _ _ _ _ _ _ — _ —MARCH 21 1995 — : _ — — — — — — —FACE OF WHEEL _ _ REFER TO CIVIL/ �.. — — RECEPTION NO.9515880 iv STOP TO PLANTER (E) SAN MH REFER TO CIVIL EXISTING CURB TO REMAIN61 4- ,U (E) SUB PRIMARY SHARED CONCRETE (517.63') o POWER POLE BACKFLOW VAULT GATEWAY STREET w— � REFER TO CIVIL — _— ---—��----------- -----------------— - (E) WATER REFER TO CIVIL -- — — — — --------------- — — E) STORMWATER REFER TO CIVIL j CENTURY LINK & COMCAST SERVICES ARE ON THE SUB —— ------------------ ----------------------------------------------------------------------------------------------------------------- _(----------------------- --- PRIMARY POWER POLE, PHONE & CABLE CONDUITS I w WILL ROUTE ALONG WITH PRIMARY CONDUITS j y DOWELLED MEDIAN, REFER TO ODOT STANDARD DRAWINGS TRAFFIC SEPARATORS AND TRANSITIONS RD706 - TYPE B - TRAFFIC SEPARATOR ON EXTG. A.C. PVMT. 65'-0" LENGTH X 16" WIDTH X 5 1/2" MIN HEIGHT. I PLACE V-0' INSIDE FAR DOUBLE YELLOW LINE A Install 24x24 inch refiectorized, symbol 'RIGHT TURN ONLY" sign (R3-5: OR3-5R) on west side of Gateway Street, facing exiting traffic, at least 1.5 feet from curb, bottom of sign at least 7 feet from ground Al SITE PLAN �-S1" = 30'-0" Graphic Scale: 1 inch = 30 feet IiI 0 30' 60' 90' SITE PLAN REVIEW 2 W UJ 120' a El 24" X 24" ODOT R-3-5 -- RIGHT TURN ONLY SIGN — 15'-0" E 0 Property Address: 3585 Gateway Street, Springfield, Oregon 97477. Assessor's Map No: 170315sc3300800. Tax Lot No: 800. Size of Property: 1.9+/- acre Proposed Development Site Data: Total Site Area: 82,450 SF Impervious Area Calculation Building Footprint: 23,084 SF Additional Imperious Areas 49.690 SF Total Impervious Area 72,774 SF Pervious Area 9,676 SF Drinking Water Overlay District: The site is located in 0 to 2 year Time of Travel Zones (TOTZ). The improvement is for warehouse commercial sales use. The retail outlet's product consists primarily of groceries, but Cash and Carry will sell some cleaners and chemicals intended for restaurant use. The project does propose to store, handle or use less than 500 gallons not exceeding 5 gallon individual containers of materials which are listed as hazardous materials at a given time; including those conditions exempt from regulation per SDC Section 3.3-200. The loading dock will be ramped and require separation of stormwater and sanitary sewer trench drains with shut-off valve per DWP requirements. Covered trash area will be hydraulically isolated and drained to sanitary sewer. Existing grates will have quality drop-in filters. Rooftop mounted HVAC units and air-cooled condenser will be provided with spill pans that will be piped to the sanitary sewer system (an approved location by fire code official complying with Oregon Fire Code 2704.2.2 Secondary containment for hazardous material liquids and solids). Landscape maintenance is handled by the tenant. No landscape maintenance materials, including fertilizers, are stored on site. Floodplain: The property is outside the 100 year floodplain. The entire property is above the 500 year flood elevation (unshaded Zone'X SFHA) as mapped on FIRM Panel 41039C1 133F, which is the legal binding document for SFHA locations. We have not found any flood mapping that shows the property within the adjacent Floodplain Zone 'AE'." Refer to survey. Bicycle Parking: Code Required Bicycle Spaces (Table 4.6-3) 1/6,000 sf; 25% long term, 75% short term 23,084/6000 = 4 spaces 1 long term, 3 short term Covered long and short term bicycle parking is provided adjacent to the building. All bicycle parking spaces conform to the standards listed in SDC 4.6-140. Each paired bike space at the rack is a minimum of 4'-0" x 6'-0" and at the long term area have a covering with a minimum 7'-0" clear head room. Areas of covered bicycle parking are indicated on the drawings. Fire Access Drives: Minimum 80,000 # capacity for the fire access drives. 30.00'X 10.50' INGRESS/EGRESS EASEMENT RECORDED JULY 10, 1996 RECEPTION NO. 9646385 30.00'X 61.50' INGRESS/EGRESS EASEMENT RESERVED IN DEED RECORDED MAY 3, 1995 RECEPTION NO. 9524893 PAINT RIGHT TURN ARROW ON THE PAVEMENT IN THE EXIT LANE M Daze 'Received'. Robertson Sherwood j Architects Pc 132 EAST BROADWAY, SUITE 540 EUGENE, OREGON 97401 541-342-8077 www.robertsonsherwood.com MARK DATE DESCRIPTION ISSUE DATE: 11 JANUARY 2015 ISSUE: SITE PLAN REVIEW Q W UJ ti d' MEB V N 0 O UJ s 06 < p L Q (LL 7 �Z[[ .7 Q un u; Z rt a a UJ I_- M CO a) MARK DATE DESCRIPTION ISSUE DATE: 11 JANUARY 2015 ISSUE: SITE PLAN REVIEW PROJECT NO: 1518 DRAWN BY: MEB CHECKED BY: JMR © ROBERTSON I SHERWOOD I ARCHITECTS PC 2015 ORIGINAL SHEET SIZE: 24"z3b' Irtson I Sherwood I Architects pc AST BROADWAY, SUITE 540 UGENE, OREGON 97401 541-342-8077 vw.robertsonsherwood.com OOR PLAN ece ived, 2 20110 libia�l—w — W UJ DATE: 11 JANUARY 2015 c~n � w0 .CT NO: 1518 d W _5 IX Lu W z u- 0 z to rx W co CL RK DATE DESCRIPTION OOR PLAN ece ived, 2 20110 libia�l—w — DATE: 11 JANUARY 2015 SITE PLAN REVIEW .CT NO: 1518 N BY: MEB (ED BY: JMR ON ISHERWOOD I ARCHITECTS PC 2015 ORIGINAL SHEET SIZE: 24x36' OOR PLAN ece ived, 2 20110 libia�l—w — N O M. GUTTER AND I PAINT COLOR METAL CANOP GUTTER COLC 1 I 2 I 3 1 4 gqqqjj• . 1 1/8" = 1'-0" EAST ELEVATION 1/8" = 1'-0" A4 B4 A-15 A 15 nnl A�1 METAL COPING CAP not All L� CJ HM DOOR AND FRAME SCUPPER BOX & DS PAINT COLOR 1 all EAST ELEVATION A -3 -SR ) 1/8" = 1'-0" 1 T.O.M. @ RECEIVING — — 19'-4" METAL COPING CAP COLOR 2 — COLOR 1 — A3 A3 A-11 A-11 48'- 8" 40' - 0" 10'-8" Al L A13 • w QW � r„ W � O • .�,.. d � mrmEtmtmt �w-�asci�i�ii�■�,__�iiii �� � � � z Cn ; Z ■ .i ii�ii%m. �Q .. . W ~ V MON to I MARK DATE DESCRIPTION o ®�� �,►,�► �,� ®mo®�, Amo �,�" i��►i0�►�ii�i���i:'O�'O�•*' ri�i:i�':i�i� L� CJ HM DOOR AND FRAME SCUPPER BOX & DS PAINT COLOR 1 all EAST ELEVATION A -3 -SR ) 1/8" = 1'-0" 1 T.O.M. @ RECEIVING — — 19'-4" METAL COPING CAP COLOR 2 — COLOR 1 — A3 A3 A-11 A-11 48'- 8" 40' - 0" 10'-8" Al L A13 PAINT COLOR 1 EXTERIOR PAINT SCHEDULE 1. SHERWIN WILLIAMS SW 7534 "OUTERBANKS 2. SHERWIN WILLIAMS SW 2213 "SAHARA SAND" 3. GLIDDEN PAINT (OR MATCH) 1029 "FORREST GREEN" DOPY AND )LOR 3 moraffill T.O. PARAPET 31'-0" T.O.M-- /1 26'-0" v T.O.M. @ RECEIVING n 19'-4 C� CANOPYC• • i _ F. F. /1 0'-0" v RECIEVING A3 NORTH ELEVATION 0 RECIEVING 2 3 4 5 Robertson ( Sherwood j Architects PC 132 EAST BROADWAY, SUITE 540 EUGENE, OREGON 97401 541-342-8077 www.robertsonsherwood.com • w QW � r„ W � O • Q d u ■�_� mt� z Cn ; Z ■ .i ii�ii%m. �Q .. . W ~ V MON to I MARK DATE DESCRIPTION �ii�i��t�.•�i�i' i��►i0�►�ii�i���i:'O�'O�•*' ri�i:i�':i�i� ! i � see, a PAINT COLOR 1 EXTERIOR PAINT SCHEDULE 1. SHERWIN WILLIAMS SW 7534 "OUTERBANKS 2. SHERWIN WILLIAMS SW 2213 "SAHARA SAND" 3. GLIDDEN PAINT (OR MATCH) 1029 "FORREST GREEN" DOPY AND )LOR 3 moraffill T.O. PARAPET 31'-0" T.O.M-- /1 26'-0" v T.O.M. @ RECEIVING n 19'-4 C� CANOPYC• • i _ F. F. /1 0'-0" v RECIEVING A3 NORTH ELEVATION 0 RECIEVING 2 3 4 5 Robertson ( Sherwood j Architects PC 132 EAST BROADWAY, SUITE 540 EUGENE, OREGON 97401 541-342-8077 www.robertsonsherwood.com ISSUE DATE: 11 JANUARY 2015 ISSUE: SITE PLAN REVIEW PROJECT NO: 1518 DRAWN BY: MEB CHECKED BY: JMR © ROBERTSON ( SHERWOOD I ARCHITECTS PC 2015 ORIGINAL SHEET SIZE: 24'x36' EXTERIOR .,. p .ELEVATIONS 'JAN, 12 2110- ie, - `:'bal;si cis w QW � r„ W � O Q d u i. z Cn ; Z �Q LO W ~ V MON to to MARK DATE DESCRIPTION ISSUE DATE: 11 JANUARY 2015 ISSUE: SITE PLAN REVIEW PROJECT NO: 1518 DRAWN BY: MEB CHECKED BY: JMR © ROBERTSON ( SHERWOOD I ARCHITECTS PC 2015 ORIGINAL SHEET SIZE: 24'x36' EXTERIOR .,. p .ELEVATIONS 'JAN, 12 2110- ie, - `:'bal;si cis I 01 0 a I a 0 T. .61 TT.O.PARAPET 311-011 SOUTHWEST ELEVATION A4 -SR ) 1/8" = T-0" 1/8" = 1'-0" EXTERIOR PAINT SCHEDULE 1. SHERWIN WILLIAMS SW 7534 "OUTERBANKS 2. SHERWIN WILLIAMS SW 2213 "SAHARA SAND" 3. GLIDDEN PAINT (OR MATCH)1029 "FORREST GREEN" E 3 11 ING CAP • "' gam ll l wG :D SIGN BY C&C _ T.O.M 26' 0" OPY AND )LOR 3 r,ANOPY BOTTOM 121-011 FIc,6 wigq - ?.' o -1nlooLJI P� 0EM CANOPY BOTTOM 12'0" ci METAL COPING CAP MATCH COLOR 2 7'- 4" SMOOTH CMU COLOR 2 TOP OF CANOPY (WHERE OCCURS) 4 4 (k k k "SPLIT FACE CMU COLOR 2 2'- 0" SMOOTH CMU COLOR 2 k k k k k �cSPUT FACE CMU COLOR 2 2'- 0" SMOOTH CMU COLOR 2 CMU SILL COLOR 2 2'- 0" SMOOTH CMU COLOR 2 k k k k k SPLIT FACE CMU "COLOR 2 2'- 0" SMOOTH CMU COLOR 2 k k k k k SPLIT FACE CMU COLOR 2 4" SMOOTH CMU COLOR 2 4" SPLIT FACE CMU COLOR 2 SMOOTH CMU COLOR 2 4" SPLIT FACE CMU COLOR 2 4" SMOOTH CMU COLOR 2 CMU SILL COLOR 1 4 k k k k kk kt s k k k kt 4 k kk k 4'- 0" SPLIT FACE CMU COLOR 1 ED 'Z JAN 2 21 "a s¢r_ TYPICAL CMU PATTERN A -4 -SR J 1/4" = T-0" 0 66 0~ M to to MARK DATE DESCRIPTION ISSUE DATE: 11 JANUARY 2015 ISSUE: SITE PLAN REVIEW PROJECT NO: 1518 DRAWN BY: MEB CHECKED BY: JMR ©ROBERTSON ISHERWOOD I ARCHITECTSPC2015 ORIGINAL SHEET SU: 24W 1 2 3 4 WALL TYPES A. 8" EXTERIOR CONCRETE BLOCK WALLS; R-5.9 CONTINUOUS INSULATION (APPROX. 1"); 3 5/8" STL STUD FURRING @ 24" O.C. SHALL EXTEND FROM FLOOR TO UNDERSIDE OF ROOF DECK Wl R- 11 BATT INSULATION FULL AND THICK, VAPOR BARRIER, 1 LAYER 5/8" GYP BD. (BRACE STUDS WITH STL CLIPS @ 13'-6" MAX SPACING AND SECURE TO CMU WALL WITH SHOULDER SCREWS AND MASONRY ANCHORS. REFER TO STRUCTURAL). B. 3 5/8" STL STUD FURRING @ 16" O.C. SHALL EXTEND FROM FLOOR TO UNDERSIDE OF ROOF DECK W11 LAYER 5/8" GYP BD EA SIDE, SOUND INSULATION FULL THICK AND EXTEND FROM FLOOR TO CEILING (TILE BACKER BOARD AT RESTROOM SIDE. (BRACE FREAMING MEMBERS @ MAX 13'-0" O.C.) C. 6" STL STUD FURRING @ 16" O.C. SHALL EXTEND FROM FLOOR TO UNDERSIDE OF ROOF DECK W/ 1 LAYER 5/8" TBB EA SIDE AND SOUND BATT INSULATION FULL THICK AND EXTEND FROM FLOOR TO CEILING. (BRACE FREAMING MEMBERS @ MAX 13'-0" O.C.) D D. 6" STL STUD FURRING @ 16" O.C. SHALL EXTEND FROM FLOOR TO UNDERSIDE OF ROOF DECK W11 LAYER 5/8" GYP BD EA SIDE AND SOUND BATT INSULATION FULL THICK TO EXTEND FROM FLOOR TO CEILING. (BRACE FREAMING MEMBERS @ MAX 13'-0" O.C.) D C B A E. 3 5/8" STL STUD FRAMING @ 24" O.C. SHALL EXTEND FROM FREEZER/COOLER TOP TO UNDERSIDE OF ROOF DECK W1 1 LAYER 5/8" GYP BD SALES FLOOR SIDE. F. FREEZERICOOLER WALL BY HUSSMANN (NIC) I I I I T.O.— M_� TOP TRACK I - - - �-------� UPPER JOIST -LOWER JOIST— - - - — - - - - - - - - - ---.__ � , ..,,..� �, BEARING - - T.(22# - 8" _BEARING - - I ( � RECEIVING - - - - - - - - - - - - - - - - - - INTERMEDIATE TRACK 3625S125 - 30 METAL STUD 6/8" CDA PLYWOOD I I 19' - 4° i@BOTTOM CHORD E CONTINUOUS AT MIDPOINT I I METAL STUDS @ 16 OC 18 GA W/ 2" FLANGES 3625125-30 MTL STUDS -�` 3625S125 - 30 METAL STUD BRACING AT (24" OC W/ 5/8" GYP BD EA BAR JOIST (6'- 0" OC PERP. TO JOISTS) - - ATTACH EA END W/ (2) #12 TEK SCREWS - - - _ a 1CANOPY BOTTOM /1 F C5 CONT. 2"x2"x18 GA STL ANGLE I I B I FROZEN AT MID -SPAN. ATTACH TO EA ... ...................... A-13 STUD WI (2) #10 TEK SCREWS ( I A2 A 11 FOOD / ICE WALL FILE ! r CREAM F WOOD PLANKING SUPPLIED, MERCHANDISE ASSEMBLY, 102 ( I A-10 101 112 INSTALLED,& FINISHED BY REFER TO I I FLOOR PLAN i FREEZERICOOLER VENDER IrI �I—t ° i I { 1 I i—IIii �—�II�I1 TI_�I�I�I �II�^I —�I =t1�1I n11—tI1nI�1 i1 n�I %I—n i1nE1�1n f`— �—ni � n in� (�n I�ni ni in►��n) tf' -fi-ni-SItnI l=in�� tn{II�-n►�tI nl {fI—in��tI1nI� I=-ni-'�) �I i� �i�tI Ii=�-n-SInI 1�=in �1nf'�i�In —ii�-n��iin ia� p' _'F.nn—I1 OCK RAMP 1 1 I-1 1 1-1 I , 4- 0" REINFORCED CONCRETE WEARING SLAB OVER RIGID INSULATION (C&C FURNISHED. GC INSTALLED) OVER VAPOR BARRIER OVER 5" REINFORCED CONCRETE SLAB. REFER TO STRUCTURAL i 1! Lo I N - a- [4 1/8" =1'-0 LOWER JOIST BEARING 20'-0" T.O.M. @ - = RECEIVING 19'-4" D I C AIR COOLED CONDENSER REFER TO REFRIG 3625S125 - 30 METAL STUD I Al CONTINUOUS AT MIDPOINT A-15 _INTERMEDIATE TRACK r- @ BOTTOM CHORD 3625S125 - 30 METAL STUD BRACING AT EA BAR JOIST (6'- 0" OC PERP. TO JOISTS) ATTACH EA END W/ (2) #12 TEK SCREWS t 3625125-30 MTL STUDS I i24" OC W/ 5/8" GYP BD CONT. 2"x2"x18 GA STL ANGLE AT MID -SPAN. ATTACH TO EA C5 STUD W1(2) #10 TEK SCREWS I A-13 (F- r:. ►a I& MERCHANDISE 101 B I rlq I& I& I& A A I P B4 SIM A-15 _T.O- M 26'-0" Ci - - UPPER JOIST A3 BEARING A-10 221- 8" METAL CANOPY AND GUTTER COLOR 3 CANOPY BOTTOM_ 12'-0" � METAL SOFFIT PANEL METAL CANOPY FRAMING 0 Uo Uo 0 Uo uo Uo Uo OHO0 0 0 0 0 0 0 0 0 0 o c o 0 0 0 0 0 ° 0 0 0 0 0 0 0 0 o c �o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o Jo c o 0 o 0 J T 1°1 T I I T I'l T f I`i 1=1`I 1=i`I 1 1`1 1=1`I 1 1°I 1=1°I 1=1°I i=1`f 1 l°I ! 1°I 1=1`I i= ` q _ _ s e — - -, — � � i=l`I it°! I -=1°I it°i I=1°I !=I`I i - �1°I i!°I 1=I`f i=l°� I=�°I 1�°� I=�°� 11`� ii°� I� I � T1') T1�1 T1�1 T -1Ii 11=1 I I=1 I a- 1= l I=1 I III I a= 11=1 I =1 I� I =1 11 I 1 I^ I ISI 1 =111= I =k (_ I—I I Imo} 11-1 11 1 1 I�I 111 I I— I IIII-1 I I�I 1 1—IIIIII-1 i 11 I ISI I(^I I III I I1 i I�I I i�l l I1 I!^I i IwII- f a�1 BUILDING SECTION 1 A -5 -SR 11/8" = 1'-0" Him 1 1 2 1 3 1 4 1 5 ISSUE DATE: 11 JANUARY 2015 ISSUE: SITE PLAN REVIEW p(�p0Lj PROJECT NO: 1518 DRAWN BY: MEB CHECKED BY: JMR @ ROBERTSON I SHERWOOD I ARCHITECTS PC 2015 ORIGINAL SHEETSI2E.24'xW do � �� Ij BUILDING SECTIONS L.0 i-p"Zocei'ved. . JAN 1, 2 20167 ti Q`t w w V c ti w O Q Q uj w d. QZ to CL' H M Vi cn MARK DATE DESCRIPTION ISSUE DATE: 11 JANUARY 2015 ISSUE: SITE PLAN REVIEW p(�p0Lj PROJECT NO: 1518 DRAWN BY: MEB CHECKED BY: JMR @ ROBERTSON I SHERWOOD I ARCHITECTS PC 2015 ORIGINAL SHEETSI2E.24'xW do � �� Ij BUILDING SECTIONS L.0 i-p"Zocei'ved. . JAN 1, 2 20167 I N PQ 9 1 1 2 1 1 2 Sign No, ORJ Sign No. OR5-5R 24" 24" 1 R PROJECT NO: �ul hole (Seel-lole Dbtall) MEB =8- (7") 15" (9) ROBERTSON I SHERWOOD I ARCHITECTS PC 2015 ORIGINAL SHEET SIZE: 24'x36' IIA7 i LLr�2 30" 30" 5" 5" U N LY"D 21- 5"D 9N Vertical, hack barrier 31' % Si4n Baakground: Wh;te,,Retrol-eflective.sheeting Sl jn L egend�- Blaek- ftn-reflectiva 06 GENERAL NOTES FOR ALL DETAILS d The left, (right-) turn ONLY sign, (OR3-5�, shall only be used with and mounted ,directly below a -STOP, sign; to, direct the motorist through the, intersection. T 1, All reinforcing bars shall be full length as shown.and shall be 2" clear of the DEPARTMENT OF TRANSPORTATION Approved BY: O. T, C.1; Date.119=OPUblication Date: 8106 31-25 11 Surface area a unlit Var. 16' min. 51Var. , 5- ,h" rad. 6' min.] Finish grade T7 411 � ,�� 6�� Placet%lny�hyfene sheet, %'x 6"dowels 6 mil. w re directed SECTION B -B TYPE A TRAFFIC SEPARATOR ON P.C. CONC. PVMT. tE (See Sid. t Transition PLAN 51 51 E [Vortic '/a' rad. Vertical curve&B W, Surlace area limit C', Welded wire reinf,, Var. 16' min.Var. 3 x 3 - W2.1,x W2,1 B (Soetype) or 5' Var. 5" ELEVATION, 4x4 6, Min.,1'elear TRANSITION FROM ISLAND TO TRAFFIC'SEPARATOR Finish grade'Y r. ayp) % 1.1 x O'dowels 6.1 1 " clear Dowels, Variab€e �_Finishgrade Dowels, as,reqd, {Pee type} as reqd. ,SECTION B -B S I ECTION A -A TYPE B A A TRAFFIC SEPARATOR ON EXTG. A.C. PVMT. t B Dowels as required see g6neral note 1 Surface area it Var, 16° min: 1/2'rad. 4r E, 5' Var; 5. Finish grade > 8 zo A.C., wearing,course or overlay C11 C%J max, 3' magi: var.SECTION B-13 A.C. base course or min. existing'surface" TYPE C Z I:r drain,opening on 25' center to center spacing, unless CONCRETE TRAFFIC SEPARATOR TRAFFIC 'SEPARATOR ,ON NEW A.C. PVMT. 'otherwise=tO an plans: OR ON EXISTING A.C. PVMT. WITH OVERLAY C�LO'SOOK No'' BASELINE. REPORT DATE, PQ-NOV4009 -2- _---------- GENE I RAL NOTES. FOR ALL DETAILS: NOTE: At matwfal and w0tkironship sIqtl be in accordamo with true current grege+l+S;ai7ckira Spac�Ycalians 1. In,transitions conform to dowel plan per Std. Drg. RD705, 6.. Dowels shall with length as.s4own. In new cone, pvmt seldowels The selection and use of this OREGON STANDARD DRAW I INGS, befoie,conc., In extg.�Oonc. pvmL drill holes� I 1W dia. andgroutdowels 2. Standard slope face is shown. Varyas shown on typical section oras directed. in: In A.C. pvmt. drive dowels: Standard Diawing, while designed In accordance, with generally TRAFFIC SEPARATORS 3. Transverse joints in cone. traffic separators and transitions to match joints in 7: Site conditions normally require a project specific drain opening spacing design, which aceepted enoneerin9principles t cone. pvmand to be of same type (Omit dowels in expansion joints). considers roadway conditions (sheet flow limits, cross;slope,. superelevation, profile, AND TRANSITIONS pavementP type, lane and shoulder widths, etc.), and practiices,4s� the sole respon- 4. Set joint spacing 200* max. for expansion and 15' max. for contraction: sibility of the user and should not 2015 :> be used without consulting a DATE FEVISION EmSpRiPTIO"i around all curved 5. Place. preformed fiendlter along one side of cone. transitions in,cono. pv'mt'. anlessd Registered Pro ional Engineer. s. F Effective Date: June 1, 2016 -,Novernber-30, 2015 RD706 2' radius' 81/1" f__ 91 -1 blockourt for bolt {Both end's} j nn14,- #4 as shown 11/2" x 10, 1 #4'stirrup blockout I - 'U1 bar ea -�4 S 71 elev ; view t each end: & for spacing -1 . `1.12"bar each end Scupper Cq 1 - 1U31 oar 10. (When reqd.) each end 1 �,,ad I overlap ck�ut i. X, I(Y'rai: ZI) 1 Ile b It X tOT-,! for bolt blockout I 13-1XV I (Both ends) L I #4 Stirrup T(Ty- . �% P) Tdia. holes (When regd.) Fille Idn nut 6 01 10--4 Finish flush with non -shrinking:grout, bottom of perforated 726,L-L-� as directed C -shape 0, Continuous ,keyway TYPICAL SECTION END VIEW A -A END) -12!-61 barrier length' 1/4' X 81/2' Chamfer __•F_121-5V;!'edge of barrier2'rad. li C -shape C0 ,q I I I r 2" rad., LO, (Typ-) co --------- C shape -------- U) Do, Barrier end bolt see e ., :this, C rad,C sheet (TY0 L=W, 421 6 I V-Wbarribr length PLAN SECTION C -C - 4" Qa 3 sp. 3 Sp. B4 1� -1- 4 Sp. 6" 6 sp. @ 12, nom, 4,sp. @ 6. F-1 T_17� r=1 =t r J J --------------------- - - - - - -- - -7 #4 longitudinal liar 31 2 -.3'! x 12'scuppers Zo {Each face) 4A ELEVATION 4 a '0000 . ....... Center of barrier connection joint W INSERT 'A' 11/2, rad; See INSERT "A` center joint to I")00' Barrier End Bolt .center joint BOLT DETAILS HOLE DETAIL #4 bar _T -I ;D 5 Ft p cm 1�p,U� 40DOL4 vi� �4 Da"t Received - AN 1 2 2010- Robertson I Sherwood ( ArChitectspc 132 EAST BROADWAY, SUITE 540 EUGENE, OREGON 97401 541-342-8077 www.robertsonsherwood.com 11 JANUARY 2015 ISSUE: 11/2"slotted PROJECT NO: �ul hole (Seel-lole Dbtall) MEB =8- (7") UJ (9) ROBERTSON I SHERWOOD I ARCHITECTS PC 2015 ORIGINAL SHEET SIZE: 24'x36' U2=10 (81/4')"* 1.13=121/2" (9!1-) 1420 rad. Cut from -5/v� thick steel plate PLAN U -BAR DETAIL (See not'e,'5 for casting instructions) Vertical, hack barrier Ile 2 4 Ile ~ 06 GENERAL NOTES FOR ALL DETAILS d UJ T 1, All reinforcing bars shall be full length as shown.and shall be 2" clear of the 5 -,2* dia. holes iV, nearest face (if concrete unless shown otherwise, 4' on centers 2. All pins, bolls, dowels', loop tears, connoctols° shall be hot.dipgalvanized after ELEVATION land fabrication. PERFORATED Q -SHAPE 3., Normal use of precast fall median barrier is restricted to curves with radii greater than 770'. 11/2'x4'paving ledge 4. Chamfer all edges s,"(Typfcal). whore rend. 5. Perforated C -shape shall be placed in location shown to a tolerance of I ?fag% In 10 In FX a. 6. Estimated barrier,weight is,8079 lb,.per 12.5' unit Ion th�qstirqatod,narirow base M co barrier waig6tis, 6550 Ila.' MARK DATE DESCRIPTION 7 To anchor median barrier see Std., Drgs, RD51 6 & RD6 16. 8. See Std. Drg. RD516 for securing concrete bar6quto roadway. 9. Narrow' base stildr. barrier to, b6 used only at locations with backfill behind barrier, as shown on. plans. 10. For barrier location details, see Sid. Drg. RD500. 11. When scupper. -are :n'ot'ri�)qui'red, plug them with a Minimum 2' of grout, as directed. co cAx, BooxNo.____N/A-=---BASELINE FICkvTDATF, __ _P8-JUL-----------2013 1,10'M All material and work;rnanship shall veln avoidance with the cwtem 6regon siavidard S} oifrC2tionS 7 -he selection and tise of this OREGON STANDARD DRAWINGS Standard Drawing, while designed Continuous keyway, 6 1� 1W in accordance with generally accepted engineering principles PRECAST TALL:�42") CONCRETE' BARRIER a. see above left ' F::� 171j< I and practices, isthesole tespon- TALL NARROW BASE sibility of the user and should. not 2015 SHLDR. BARRIER be used without consulting a DATE REVISION OCSGRIMON Only use Vainst retaining walls or as Registered Professional Engineer. directed. (For details not shown, see, other barrier details on this sheet:) Effective Date: June 1. 2016 - November 30. 2015 RD545 5 Ft p cm 1�p,U� 40DOL4 vi� �4 Da"t Received - AN 1 2 2010- Robertson I Sherwood ( ArChitectspc 132 EAST BROADWAY, SUITE 540 EUGENE, OREGON 97401 541-342-8077 www.robertsonsherwood.com ISSUE DATE: 11 JANUARY 2015 ISSUE: SITE PLAN REVIEW PROJECT NO: 1518 DRAM BY: MEB CHECKED BY: UJ (9) ROBERTSON I SHERWOOD I ARCHITECTS PC 2015 ORIGINAL SHEET SIZE: 24'x36' W0 U) � 06 < d UJ _3 W i. WUJ z U - (D Z IL In 10 In FX a. ui M co C0 MARK DATE DESCRIPTION ISSUE DATE: 11 JANUARY 2015 ISSUE: SITE PLAN REVIEW PROJECT NO: 1518 DRAM BY: MEB CHECKED BY: MEB (9) ROBERTSON I SHERWOOD I ARCHITECTS PC 2015 ORIGINAL SHEET SIZE: 24'x36' 1 PLANTING LEGEND • DECIDUOUS TREES CONIFER TREES o E I nlnT�Q 1. SEE SHEET AND IRRIGATI 2. SEE CIVIL C GRADING, DE' 2 3 1 5 PLANT SCHEDULE KEY I QTY. BOTANICAL NAME COMMON NAME MIN. SIZE I COMMENTS TREES ACRO 14 Acer rubrum 'October Glory' October Glory Maple 2" cal. Matching, limbed up to approx. 6 ft. CEC 1 Cercis canadensis Eastem Redbud 8' ht. single stem, B&B, matching, full PIPO 1 Pinus ponderosa Ponderosa Pine 10' ht. Matching, full, B&B TIA 7 Tilia americana American Linden 2" cal. Matching, limbed up to approx. 6 ft. CIC 42 Cistus x corbadensis White Rockrose 5 gal matching, full EUAC 8 Euonymus alata 'Compacta' Compact Buming Bush 5 gal matching, full NAFP 42 Nandina domestica'Fire Power' Fire Power Nandina 2 gal. matching, full PLO 72 Prunus laurocerasus'Otto Lu ken' Otto Luyken English Laurel 5 gal. matching, full RHU 7 Rhododendron 'Unique' Unique Rhododendron 5 gal. matching, full SPGM 15 ISpiraeajaponica'Goldmound' Goidmound Spiraea 3 gal. matching, full VID 49 Viburnum davidii David Vibumum 3 gal. matching, full VIPT 4 Viburnum plicatum tomentosum Double File Vibumum 5 gal. matching, full ""I r-%"`1"Yv"" GATEWAY STREETTO RAISE GRADE TO ADJACENT PAVING. 2 3 4 AND PERENNIALS )staphylos uva-ursi Kinnikinnick 1 gal. matching, full issus'King Alfred' King Alfred Daffodil bulb large iisetum alopercuroides'Hameln' Hameln Fountain Grass 1 gal. matching, full us laurocerasus'Mount Vemon' Mount Vernon Laurel 1 gal. matching, full )eckia fulgida'Goldsturm' Goldsturm Black -Eyed Susan 1 gal. 15" O.C. is calycinoides'Emerald Carpet' Emerald Carpet Rubus 4" pots matching, full PLANT SCHEDULE - RAIN GARDEN #1 319 SF ITANICAL NAME COMMON NAME MIN. SIZE COMMENTS UIRED �a syivatica Black Tupelo 1.5" cal. I Matching, full, B&B S - 6 REQUIRED Dnia au uifolium Oregon Grape 3 gal. matching, full Tea douglasii Westem spiraea 3 gal. matching, full us sericea'Kelseyi' Dwarf Redtwig Dogwood 1 gal. matching, full )nia repens Creeping Mahonia 1 gal. matching, full :R x densa Dense Sedge 1,v pot I matching, full PLANT SCHEDULE - RAIN GARDEN #2 800 SF UIRED ;a syivatica Black Tupelo 1.5" cal. Matching, full, B&B nnus purshiana Cascara Buckthorn 1.5" cal. matching, Full S - 16 REQUIRED us sericea Red -Osier Dogwood 3 gal. matching, full us sericea'Alba' Alba Red -Osier Dogwood 3 gal. matching, full mia auquifolium Oregon Grape 3 gal. matching, full s sanguineum Red flowering Currant 3 gal. matching, full yea douglasii Westem spiraea 3 gal. matching, full S / LARGE GRASS -LIKE PLANTS - 32 REQUIRED us sericea'Kelseyi' Dwarf Redtwig Dogwood I 1 gal. matching, full us effusus Soft Rush 11 gal. matching, full e x densa Dense Sedge 4" pot matching, full x obnupta ISIoughSedge 4" pot matching, full PLANT SCHEDULE - VEGETATED SWALE 2777 SF UIRED rubra Red Aider 1.5" cal. Matching, nus latifolia Oregon Ash 1.5" cal. Matching, full, B&B S - 55 REQUIRED us sericea'Alba' Alba Red -Osier Dogwood 3 gal. matching, full us sericea'Isanti' Isanti Red -Osier Dogwood 3 gal. matching, full s sanguineum Red flowering Currant 3 gal. matching, full iea douglasii Westem spiraea 3 gal. matching, full S / LARGE GRASS -LIKE PLANTS - 110 REQUIRED us sericea'Kelseyi' Dwarf Redtwig Dogwood 11 gal. matching, full mia repens Creeping Mahonia 11 gal. matching, full R x densa I Dense Sedge 14" pot ( matching, full x obnupta Slough Sedge 4" pot I matching, full f t VV GON �jp�c�-�Door�1 D a ie 8 ae— ceiv d JAN 12 2016 0 5 10 20 40 80 SCALE: 1"=20'-0" Robertson I Sherwood I Architectspc 132 EAST BROADWAY, SUITE 540 EUGENE, OREGON 97401 541-342-8077 www.robertsonsherwood.com GIST&y 4�; 79 C �-r1lD'a^v�id J. Doug erty OREGON PE Av' A 474 Willamette Street Suite 305 Eugene, Oregon 97401 P 541.683.5803 F 541.683.8183 www.DLAdesign.com MARK DATE DESCRIPTION ISSUE DATE: 8 January 2016 ISSUE: SITE REVIEW �>_/ Li. 1518 DRAWN BY: Ems - Z CHECKED BY: DJD C ROBERTSON I SHERWOOD I ARCHITECTS PC 2015 W Q � � V Z 0O co z 0H T iLLJLl. W W 0 Z Z Q Lin z V1- c) � V MARK DATE DESCRIPTION ISSUE DATE: 8 January 2016 ISSUE: SITE REVIEW PROJECT NO: 1518 DRAWN BY: EP CHECKED BY: DJD C ROBERTSON I SHERWOOD I ARCHITECTS PC 2015 ORIGINAL SHEET SIZE: 24)& I!❑ C IIIIIIIIIIIfIl F; 1 LANDSCAPE SPECIFICATIONS 1 I A. VERIFICATIONS E. PLANTING 3" O.G. 1. VERIFY LOCATION OF ALL UTILITIES AND PROTECT DURING CONSTRUCTION. 18" O.G. 1. SET PLANTS VERTICAL B. INSPECTIONS 24" O.G. 2. REMOVE CONTAINERS. CI" O.G. '7.8" 30" O.G. 3. SET PLANTS IN PITS OR BEDS, PARTLY FILLED WITH PREPARED PLANT MIX, AT A MIN. OF 6" DEPTH UNDER EACH 12" O.G. 1. NOTIFY LANDSCAPE ARCHITECT 48 HOURS IN ADVANCE OF ALL REQUIRED INSPECTIONS. 36" O.G. PLANT. REMOVE BURLAP, ROPES AND WIRES FROM ROOT BALLS. 15" O.G. 2. LAYOUT REVIEW: PRIOR TO INSTALLATION, PLACE PLANT MATERIAL PER PLAN. LAYOUT TO BE REVIEWED BY 46" O.G. 4. APPLY PLANTING TABLETS PER MANUFACTURER'S HIGH RATES. 1 GROUNOCOVER 5PACIN& LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. --- MULCH AS SPECIFIED (2" 5. BACKFILL SOIL MIXTURE AND COMPACT IN LAYERS. MAINTAIN PLANT MATERIAL IN VERTICAL POSITION. LANDSCAPE 3. SUBSTANTIAL COMPLETION REVIEW: TO OCCUR AT COMPLETION OF PLANTING. LANDSCAPE ARCHITECT WILL ARCHITECTS 6. SATURATE SOIL WITH WATER WHEN PIT OR BED IS HALF FULL WITH TOPSOIL AND AGAIN WHEN FULL. 474 Willamette Street REVIEW ALL WORK OF THIS SECTION. Suite 305 Eugene, Oregon 97401 4. FINAL COMPLETION: TO OCCUR AFTER ALL LANDSCAPE PUNCHLIST ITEMS ARE CORRECTED. F. LAWN C. PRODUCTS www.DLAdesign.com 1. SEED TO BE'JB SIGNATURE' FROM JB SOD, SEED AND HYDRO SEED. AND AMENDMENTS 2. HYDRO -SEED OR TERRA -SEED PER MANUFACTURER'S RECOMMENDED RATES. 1. TOPSOIL AT PLANT BEDS AND LAWNS; IMPORTED TOPSOIL LOAM WITH 10% HUMUS. FREE OF CLAY, STONES, (BELOW ROOT BALLS ONLY) 3. CONTRACTOR RESPONSIBLE FOR MAINTAINING SEEDED AREA THROUGH ESTABLISHMENT. STICKS AND OTHER FOREIGN MATTER. SUBMIT SAMPLE FOR APPROVAL. AVAILABALE AS 'TOPSOIL LOAM' 4. RE -SEED ANY AREAS AS NECESSARY TO ACHIEVE FULL HEALTHY TURF. FROM EGGE SAND AND GRAVEL OR'BANK LOAM' FROM EUGENE SAND AND GRAVEL TYPICAL 5HRU8 PUNTING (3 L-2 2. TOPSOIL AT RAIN GARDENS AND VEGETATED SWALE: CONSTRUCTED GROWING MEDIUM COMPRISING A MIXTURE OF G. MULCHING: MULCH ALL PLANT BEDS TO A MINIMUM DEPTH OF 3" WITHIN 24 HOURS OF PLANTING. TAPER MULCH SAND, NATIVE SOIL, LOAM, AND COMPOST. THE FOC IN THE CONSTRUCTED MEDIUM MUST BE A MINIMUM OF 0.20 (I.E., �Yv AT EDGES. MULCH SWALE BOTTOM WITH I" DEPTH PEA GRAVEL. MULCH SWALE SIDE SLOPES WITH �YP21' 40-50%) ORGANIC MATTER. 5rrv- FIR BARK MULCH. 3" DEPTH !R BA 3" 3. SOIL AMENDMENTS 1. MAINTENANCE: CONTRACTOR TO MAINTAIN ALL PLANT MATERIAL THROUGH FINAL COMPLETION, INCLUDING A. PLANT BED FERTILIZER; FAIRWAY 4-4-4 SGN 100 ORGANIC FERTILIZER. WEEDING, PRUNING, MAINTAINING GUYS AND STAKES AND REPLACEMENT OF MULCH. B. LAWN FERTILZER: FAIRWAY 150 SGN 8-4-5. J. WARRANTY: CONTRACTOR TO WARRANTY PLANT MATERIAL FOR ONE YEAR FOLLOWING FINAL COMPLETION. C. ORGANIC MATERIAL: 'GARDEN COMPOST' AVAILABLE FROM REMUS OR LANE FOREST PRODUCTS. REPLACE DEAD OR UNHEALTHY PLANTS OF SAME SIZE AND SPECIES AS SPECIFIED. CONTRACTOR IS NOT 4. MULCH: SHREDDED FIR BARK 5/8" -1/4" DIAMETER. RESPONSIBLE FOR DEFECTS CAUSED BY VANDALISM. 5. PLANTING TABLETS: SCOTT'S AGRIFORM FERTILIZER TABLETS. A1412 201 6. PLANT MATERIAL IRRIGATION SYSTEM DESCRIPTION a. PROVIDE ONLY HEALTHY, FULL PLANT MATERIAL AT SIZES INDICATED. b. PLANT SUBSTITUTIONS TO BE APPROVED BY LANDSCAPE ARCHITECT. 1. IRRIGATION SYSTEM DESIGN WILL BE PROVIDED FOR BUILDING PERMIT. 2. IRRIGATION DISTRIBUTION COVERAGE WILL BE HEAD TO HEAD. 7. ACCESSORIES 3. SEPARATE ZONES WILL BE PROVIDED FOR SEEDED AND SHRUB AREAS. 4. SEPARATE ZONES WILL BE PROVIDED FOR NE AND SW EXPOSURES. a. STAKES: SOFTWOOD LUMBER, POINTED END, UNIFORMLY SIZED, 2" X 2" MIN. CAPABLE OF AT LEAST 2 YEARS 5. COVERAGE AT PIPING WILL BE 18" MIN. AT MAIN LINES AND 15" AT LATERAL LINES. BURIAL. 6. 3" SAND BEDDING WILL BE PROVIDED BELOW ALL PIPES. b. GUY WIRES: NO. 10 GA. ANNEALED, GALVANIZED STEEL WIRE. 7. ISOLATION GATE VALVE WILL BE PROVIDED BEFORE EACH AUTOMATIC CONTROL VALVE. 8. MANUAL, BRONZE DRAIN VALVES WILL BE PROVIDED AT MAIN LINE LOW POINTS. D. SOIL PREPARATION 9. AUTOMATIC CONTROLLER TO HAVE HARD WIRED POWER CONNECTION. 10. CONTROL WIRES TO BE 14 GAUGE SINGLE STRAND. PROVIDE ONE SPARE WIRE TO EACH VALVE LOCATION. PLANT BEDS 11. VALVE BOXES TO HAVE GREEN LIDS AT LAWNS AND BROWN LIDS AT PLANT BEDS. 1. FINISHED ELEVATION OF SUB -BASE TO BE 18" MINIMUM BELOW FINISHED GRADE AT PLANT BEDS AND 24" AT 12. MAIN LINE PIPING TO BE SCHEDULE 40 PVC. PARKING LOT ISLANDS. 13. LATERAL LINE PIPING TO BE CLASS 200 PVC. 2. TILL SUBGRADE THOROUGHLY TO A DEPTH OF 8" MINIMUM PRIOR TO PLACEMENT OF TOPSOIL. 14. SLEEVES TO BE SCHEDULE 40 PVC. ALL PIPING BENEATH PAVED SURFACES TO BE IN SLEEVING. PLACE 18" MINIMUM OF TOPSOIL OVER TILLED SUBGRADE 24" AT PARKING LOT ISLANDS). ADD 3" OF ORGANIC 15. 16. MINIMUM PIPE SIZE TO BE 3/4". VALVE BOXES TO BE LOCATED IN PLANT BEDS WHERE POSSIBLE. MATERIAL AND FERTILIZER TO TOPSOIL AT THE RATE OF 20 LBS. PER 1000 SF. ROTO -TILL AMENDMENTS AND 17. CONTRACTOR TO VERIFY PLANT LOCATIONS PRIOR TO VALVE BOX INSTALLATION TO AVOID. TOPSOIL TO A DEPTH OF 8" MINIMUM. CROWN SOIL TO THE CENTER OF PLANT BEDS. CONFLICTS. CONFLICTING HARDWARE WILL BE RELOCATED AT CONTRACTORS EXPENSE. LAWN AREAS 18. CONTRACTOR TO VERIFY SLEEVING AS IS SUFFICIENT TO INSTALL SYSTEM INCLUDING SPARE WIRES. CONTRACTOR RESPONSIBLE FOR PROVIDING ALL SLEEVING AS NECESSARY. 1. FINISHED ELEVATION OF SUB -BASE TO BE 8" MINIMUM BELOW FINISHED GRADE. 2. TILL SUBGRADE THOROUGHLY TO A DEPTH OF 8" MINIMUM PRIOR TO PLACEMENT OF TOPSOIL. 3. PLACE 8" MINIMUM OF TOPSOIL OVER TILLED SUBGRADE. ADD 15-5-10-10 FERTILIZER TO TOPSOIL AT A RATE OF 20 LBS. PER 1000 SF. ROTO -TILL AMENDMENTS AND TOPSOIL TO A DEPTH OF 6" MINIMUM. VEGETATED SWALE AND RAIN GARDENS 1. FINISHED ELEVATION OF THE SUB -BASE TO BE 24" MINIMUM BELOW FINISHED GRADE. PLACE A MINIMUM OF 24" OF SPECIFIED TOPSOIL AT THE BOTTOM OF THE SWALE AND RAIN GARDEN. SEE CIVIL DRAWINGS FOR FACILITY INSTALLATION REQUIREMENTS. DO NOT APPLY SOIL AMENDMENTS OR FERTILIZER AT SWALES AND RAIN GARDENS. ADJACENT BUILDING OR EPEE OF PLANT BED 4 N • • SPECIFIED_.. • • • SPACING "D" ROW "A" SPACING "D" ROW "A" 3" O.G. 2.6' 18" O.G. 15.6" 6" O.G. 5.2" 24" O.G. 20.8" CI" O.G. '7.8" 30" O.G. 26.0" 12" O.G. 10.4" 36" O.G. 30.0" 15" O.G. 13.0" 46" O.G. 41.5" 1 GROUNOCOVER 5PACIN& DIAGRAM PLAN NT5 POP-UP SPRAY SPRINKLER FIN15H GRADE/TOP OF MULCH 5PIRAL BARB ELBOYN, RAIN BIRD 55F MODEL OR APPROVED 5WINO PIPE, 15 -INCH MINIMUM LENGTH: RAIN BIRD SPX SPIRAL BARB ELBOYN, RAIN BIRD 55E MODEL OR APPROVED FVC, LATERAL PIPE PVG 5CH 40 TEE OR ELL MARLEX STREET ELL FLU5H MOUNTED F=OP -UP SPRAY NOZZLE 5PRINKLER SECTION 50ALE: 1-1/2" = 1'-0" MULCH TAPERS TO 1" AT SIDEWALK FIN15HED GRADE PLANTING 501L (SEE SPECIFICATIONS FOR DEPTH) NOTE: SEE GRADING PLAN FOR PLANT BED 501L LEVELS. PLANT BED EDGE AT PAVEMENT SECTION SCALE: 1" = 1'-0" WATER PROOF CONNECTION 30 -INCH LINEAR LENGTH OF WIRE, COILED ID TA6 - CHRI5TY'5 ID -STD -Y1 VALVE BOX WITH LOCKING COVER: 12 -INCH SIZE, BROWN LID5 IN PLANT BEDS, GREEN LID5 AT LAWN5 FIN15H GRADE/TOP OF MULCH REMOTE CONTROL VALVE: RAIN BIRD FEB -PRS -D PVC SCH 80 NIPPLE NIBCO T-.118 GATE VALVE PVC, 5CH 80 ELL FVC, 5CH 80 NIPPLE (LENGTH AS REQUIRED) PVC MAINLINE PIPE APPROVED FILTER FABRIC AT ALL OPENINGS OR HOLES INVERTED VALVE BOX SUMP WITH LID; FASTEN BOXES TOGETHER W/ 55 5HF_Ei METAL 5GREN$ (6 PER BOX MIN.) PVC LATERAL PIPE ANGLE TO SPECIFIED DEPTH SAND BASE VALVE BOX LID AUTOMATIC CONTROL VALVE BUILDING WALL SPECIFIED CONTROLLER: CONDUIT - SIZE AS SPECIFIED JUNCTION BOX WIRE5 TO REMOTE CONTROL VALVES 1 -INCH CONDUIT AND FITTINGS TO POWER SUPPLY CONDUIT AND FITTIN65: UNDER GROUND: PLASTIC, GLA55 111, FEDERAL SPECIFICATION W -G 10414. ABOVE GROUND: ALUMINUM, FEDERAL SPECIFICATION WW -6-540. AUTOMATIC CONTROLLER SECTION SCALE: 1" = T-0" �_2 ELEVATION 1" = 1'-O° s i c GUY WIRE STAKES AS SPECIFIED - EVENLY SPACED (2) EACH ORNAMENTAL/CONIFER TREE (3) EACH SHADE TREE REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL MULCH A5 SPECIFIED (2" CLEAR AT TRUNK) CONCRETE WALK OR CURB PLANTING SOIL SUB GRADE COMPACTED TOP501L (BELOW ROOT BALL5 ONLY) NOTE MARK NORTH SIDE OF TREE AT NURSERY. ROTATE TREE TO FACE NORTH WHEN PLANTING. TREE PLANTING AT PARKING AREAS SECTION ADJACENT PAVING STRUCTURAL FILL BACKFILL TRENCH WITH SAND OR TOP501L A5 SPECIFIED IRRIGATION SLEEVE (SEE SHEET L-2 FOR LOCATIONS) COMPACTED SUBGRADE NOTE: - EXTEND SLEEVES 4" BEYOND PAVEMENT ED6E5. - INSTALL 1X2 RED -TOP, WOOD, LOCATION 5TAKE5 @ FACE OF WALK OR CURB @ BOTH ENDS OF ALL IRRIGATION SLEEVES. HOLD DOWN 1" BELOW TOP OF CURB OR WALK. - INSTALL (1) 6" SCHEDULE 40 P.V.G. AND (1) 2" SCHEDULE 40 P.V.G. SLEEVE AT EACH LOCATION. a IRRIGATION SLEEVING L-2 SECTION SCALE: 1/2" = 1'-0" 0 50ALE: 1/2" = 1'-0" FINISH GRADE 10" ROUND VALVE BOX WITH LOCKING LID 6" CORRUGATED PIPE SUPPORT BRICKS, (3) PER BOX MIN, 5CH. 80 NIPPLE 5CH.40 FVC, TEE PVC MAINLINE SPECIFIED DRAIN VALVE ELL DOWN 1 GU.FT. D1*A11-j ROCK WITH FILTER FABRIC SURROUND MANUAL MAIN LINE DRAIN VALVE SECTION SCALE: 1" = T-0" Robertson I Sherwood I Architectsm 132 EAST BROADWAY, SUITE 540 EUGENE, OREGON 97401 541-342-8077 Q REMOVE ALL BINDIN65 Z � 279 AND BURLAP FROM 7 � O ENTIRE ROOT BALL OREGON ut u A --- MULCH AS SPECIFIED (2" z LANDSCAPE CLEAR AT TRUNK) ARCHITECTS 474 Willamette Street Suite 305 Eugene, Oregon 97401 - PLANTING 501L WITH F 541.683.8183 SPECIFIED FERTILIZER www.DLAdesign.com AND AMENDMENTS COMPACTED TOPSOIL W (BELOW ROOT BALLS ONLY) V 5GARIFIED 5UB-GRADE 2 X ROOTBALL DIAMETER - MIN. 3 TYPICAL 5HRU8 PUNTING (3 L-2 SECTION 5CALE: 1/2" = 1'-0" BUILDING WALL SPECIFIED CONTROLLER: CONDUIT - SIZE AS SPECIFIED JUNCTION BOX WIRE5 TO REMOTE CONTROL VALVES 1 -INCH CONDUIT AND FITTINGS TO POWER SUPPLY CONDUIT AND FITTIN65: UNDER GROUND: PLASTIC, GLA55 111, FEDERAL SPECIFICATION W -G 10414. ABOVE GROUND: ALUMINUM, FEDERAL SPECIFICATION WW -6-540. AUTOMATIC CONTROLLER SECTION SCALE: 1" = T-0" �_2 ELEVATION 1" = 1'-O° s i c GUY WIRE STAKES AS SPECIFIED - EVENLY SPACED (2) EACH ORNAMENTAL/CONIFER TREE (3) EACH SHADE TREE REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL MULCH A5 SPECIFIED (2" CLEAR AT TRUNK) CONCRETE WALK OR CURB PLANTING SOIL SUB GRADE COMPACTED TOP501L (BELOW ROOT BALL5 ONLY) NOTE MARK NORTH SIDE OF TREE AT NURSERY. ROTATE TREE TO FACE NORTH WHEN PLANTING. TREE PLANTING AT PARKING AREAS SECTION ADJACENT PAVING STRUCTURAL FILL BACKFILL TRENCH WITH SAND OR TOP501L A5 SPECIFIED IRRIGATION SLEEVE (SEE SHEET L-2 FOR LOCATIONS) COMPACTED SUBGRADE NOTE: - EXTEND SLEEVES 4" BEYOND PAVEMENT ED6E5. - INSTALL 1X2 RED -TOP, WOOD, LOCATION 5TAKE5 @ FACE OF WALK OR CURB @ BOTH ENDS OF ALL IRRIGATION SLEEVES. HOLD DOWN 1" BELOW TOP OF CURB OR WALK. - INSTALL (1) 6" SCHEDULE 40 P.V.G. AND (1) 2" SCHEDULE 40 P.V.G. SLEEVE AT EACH LOCATION. a IRRIGATION SLEEVING L-2 SECTION SCALE: 1/2" = 1'-0" 0 50ALE: 1/2" = 1'-0" FINISH GRADE 10" ROUND VALVE BOX WITH LOCKING LID 6" CORRUGATED PIPE SUPPORT BRICKS, (3) PER BOX MIN, 5CH. 80 NIPPLE 5CH.40 FVC, TEE PVC MAINLINE SPECIFIED DRAIN VALVE ELL DOWN 1 GU.FT. D1*A11-j ROCK WITH FILTER FABRIC SURROUND MANUAL MAIN LINE DRAIN VALVE SECTION SCALE: 1" = T-0" LANDSCAPE AND IRRIGATION SPECIFICATIONS AND DETAILS]o I 1 1 2 1 3 4 5 Robertson I Sherwood I Architectsm 132 EAST BROADWAY, SUITE 540 EUGENE, OREGON 97401 541-342-8077 www.robertsonsherwood.com ,IST4� 279 t"� David J. Dougherty OREGON A& A DOUGHERTY LANDSCAPE ARCHITECTS 474 Willamette Street Suite 305 Eugene, Oregon 97401 P 541.683.5803 F 541.683.8183 www.DLAdesign.com >- z W V V z a ®0 z 08 z - o W W (3 N Q ti G: z V U v MARK DATE DESCRIPTION �Yv �YP21' -oa�o� 5rrv- o3 ( W / ISSUE DATE: 8 January 2016 ISSUE: SITE REVIEW PROJECT NO: 1518 DRAWN BY: EP CHECKED BY: DJD C ROBERTSON I SHERWOOD I ARCHRECTS n 2015 ORIGINAL SHEEP SM 24'X36` Landscape Details A1412 201 LANDSCAPE AND IRRIGATION SPECIFICATIONS AND DETAILS]o I 1 1 2 1 3 4 5 LIGHT FIXTURE SCHEDULE - SITE TYPE DESCRIPTION I MANUFACTURER LAMP VOLTAGE FINISH I MOUNTING A FIXTURE HEAD & POLE (LED) LITHONIA - #KAD-LED-30C-1000-40K-R3-MVOLT-SPD04-DDBXD-KADLEDHS-60C-U / #SSS -22 -4C -DDB LED 120 VOLT DB POLE B WALL LIGHT FIXTURE (LED) LITHONIA - #WST-LED-1-10A700/40K-SR2-MVOLT-DDBXD LED 120 VOLT DB WALL C CANOPY FIXTURE (LED) LITHONIA - #VAP-4000LM-PCL-WD-MVOLT-40K-80CRI LED 120 VOLT WH CANOPY SITE LIGHT FIXTURE SCHEDULE N.T.S CONNECT GROUND ROD TO GROUND ANCHOR BOLTS TO BE GALVANIZED LUG IN POLE BASE WITH #6 FULL LENGTH, WITH 4" BOLT PROJECTION BARE COPPER GROUNDING WIRE m AND MIN. OF 10 THREADS. FURNISH EACH ■ nl l l BOLT WITH (2) HEX NUTS,(2) FLAT WASHERS 0 Co M �o - - SEE PLANS FOR SIZE AND TYPE OF CONDUIT 24" ROUND N.T.S 1.5" CHAMFER @ 45 DEGREE ANGLE ASPHALT SOIL 24" DIA. SONATUBE 6-#4 HOOPS �- 446 BARS -7 3" MIN. CLEARANCE FROM SOIL TO REBAR 5/8" GROUND ROD. 8' MIN. CONTACT WITH SOIL ELECTRICAL SITE NOTES: O MECHANICAL / ELECTRICAL ROOM LOCATION. VERIFY LAYOUT PRIOR TO UNDER SLAB WORK. 22 TYPE "C" UNDER CANOPY LIGHT FIXTURES MOUNTED AT 14'-0" AFF. O3 TYPE "B" WALL PAC LIGHT FIXTURES MOUNTED AT 16'-8" AFF. ® TYPE "A" POLE LIGHT FIXTURE MOUNTING HEIGHT AT 25-0" AFF. T 1 W"l-(3) #8-THHN-1 4 V'- 1,3 TYPE "A" TYPE "A 4� . 4a1 3.8 3a7 4.5 5.6 5,3" � *:14 9 +3.3 �` 3.7 '4.0 F4.4 +4.5 +5.1 '-5. �1 Tlt , 3.1 3.4 3.0 4.2 4.4 4.7 5,0 5.0 5.0 <� Vic. - W/ (3) #8 THHN CU. L - 1,3 2.3 2.8 3.0 3.4 3.5 3.7 4.0 4.4 4.5 4.3 _g + t + € + a, �\ 1.7 1.0 2.2 2.6 2.7 3.0 3.3 3.0 4.1 4.5 4.2 4., \\• 4 + + t _ o + �._ t. t 1.2 1.3 1. 1.8 2.0 2.33\\..2. a 3.0 3,4 ,3.8 3. 3.8TYPE4, ' ,\ 0,8 0.8 0.0 1.1 +1.6 2.0\,x: 2.4 3. 3.4 3.8 3.8 4.2\\, 3. 1 r ���-- C. - W/ (3) #8 THHN CU. 1,3 0.4 0.4 0.4 0.5 i}.7 �.0 1.3 1.7 y� 2; ' X2.4 2.J 3.2 3.0 3.8 3.5 v�.�.' 13 0.2 0.2 0.2 0.2 0.3 0.5 0.8 1,1 1,`�:y 15 .4 3.7 3,8 3.0 3 T, �, 4 +� r ` X0.1 X0,1 X0.1 X0,1 �i�.1 #0,2 ��3a4 X0.7 1.0 1.4' 2: 3. 3.7 3.8 3.0 3,5 0.1 0 0 0 1.... 0a`1 0.1 0.1 0,3 0.4 \ 0,7 1.1 1.7v� 3 4,4 i a0 3.1 3a4 3.5 4.2 4,`1, C. - W/ (3) #8 THHN CU. 0 3 0.1 0.1 0 1, 0.1 0.1 Oat 0.3 0. . PE's 3.2,' 3.1 3.4 4.0 4.2 TRANSFORMER & VAULT t I +1 t VT � nF�E / (PROP SED�LO ATIQN) + � `. 0A 0.4 0.5 0a5 0.8 0.5 0.7 0.7 1.0 1. t �.. 3 3.7 i 3, 3.? 4,� 4.9 4.1 3`8, `, GROUND ,1 -Box _ \ t : + TY EEA" + �. T \. 1,7 1.2 1.6 1.8 1.9 2.0 1 a9/2"c./12#I2 2A\ 4. :3 .2 5.1 4.5 4.2 4.7Q 1#12GND I ____ -_- EM _ P B" - - " C. - {3) #8 THHN 1 W! CU \ O O INV -5I/Z- 1 /7" C, W/ 2# 10 "L" -1,3 POLE LIGHTS s s- TYPE B a TYPE "B" a TYPE 'B" I t _ 1 # 10 GND 0 GTIE �" Com- W/ (;3 THHN�C v W_. w.. _ ._..,�. _. _. T . �. _ w.; w;.w.__w t: a lL, y • L �5 (YLSIGN) ;. _._ 3 b ol� INV"- 6 TYPE "B" ; .._... B 4 PANEL "L" 3 . w t + �` I 1 is �E EE .2 T. 4( 3 PE "B" a03 EMERGENCY LIGHTING EM . INVERTER "INV" T 1" C. - W/ (3) #8 THHN CU. ELECTRICAL SERVICE "MDS" I "L" -1,3 (POLE LIGHTS) 2. ji.2 4a5 �' +3.9 "4,3 1-41 1 :�-yW/ (3) #8 THHN CU. 1 /2" C. W/ 2#10.. , I L" - 5 (PYLON SIGN) 1#I0GND' L 7 I t a_ 1 � ;.2 --'4:2 3.7 .2 4. 4.1, I , PE' '61( � € + €- + 45 T� i 4.1 3. 4TY(PE A 4A4 "���' »> ISI �## `.. I TYPE "C" s € 8.0 X3,0 +3A '3.0 �3, +40 I_ _ i - �8., 3.0 1 3, 3>; `3 4 1"C,- W/ (3) #8 THHN CU. + ; 4 , 13 (POLE LIGHTS) a3 3, (3) #8 THHN CU. L" -5 (PYLON SIGN) - .31 i I G. 3a53 13 1 75 B.5 3.8 3.2 �,.8 3. 3.8 1 .......... TYPED .�1 3a7 3.1 TYPE 4 X4'1 3 y<. I .. r-- TYPE 1 0 5.3 -3:7 X3.1 `3.6 X3:0 X3.8 i I 2 .5 3.8... 3.3 3a5 3.y 3..I m TYPE "B" i 1" C. - W/ (3) #8 THHN CU. O3. t t. 13 (POLE LIGHTS) 1 c . .7 .3 ; 1 1 ! (3) #8 THHN CU. TYPE "C -EM TYPE CEM TYPE GEM" 1/2 C. W/ 2#10 _ iI L"'i5( PYLON SIGN) � _ � ....{: r6�i 1,;>, ::, .:: .,: $s:= '3 eiEEE rx .::. =i.�: � E;Il'.,; t ::... xEw �E�i �i iEFItE �! E !t b � � I � •,�I � ): x<.ft � .1 <' i '3 A I ( 1,�1 (; 3� �'(I .: .3 §_4 a0 �• L. +3.8 -}� 1 fi-J »1�i � t E I f `I 1 ;2, I I I nn j j i k E.... � ..` J =a 7 E 0 J zm toO � � ON V U I J Z Q w o Z co. w%0 V U LU LU LoW o v T cu JG w Z Graphic Scale: 1 inch = 20 feet SITE LIGHTING & SITE POWER PLAN ■ ■ ■ ■ ■ 1" = 20'-0" 0 20' 40' 60' 80' PROJECT # 1075 DRAWN JP CHECKED JP DATE 12.23.15 SHEET EOml