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HomeMy WebLinkAboutPlan, Final APPLICANT 6/23/2016D c B A 2 3 4 5 �� COMPONENT 1001A DOOR DESIGNATION CEILING HEIGHT A 9 0=0 CEILING ASSEMBLY 2 Fu bUI& z -I 0U15 ri r\ EUGENE, OR 97402 F1�um N 541-686-2365 t) p2AV- OWC4 CONTACT: JUSTIN PASLAY iUSTIN@NEWWAYELECTRIC.COM �j,� Q�O�X1 �e�� (A m -'n c PLUMBING C&R PLUMBING 3780 KATHRYN AVE. STE A oc SPRINGFIELD, OR 97478 541-206-7611 CONTACT: CRAIG ARNEY CRPLMB@YAHOO.COM PLAN NORTH JAN 12 2016"' E3�ubmi"a! 4 3 5 132 EAST BROADWAY, SUITE 5411, EUGENE, OREGON 97401 541-342-8077 www.robertsonsherwood.com GENERAL NOTES: P ROJECT DATA: PROJECT. W 1 READ, UNDERSTAND AND COMPLY WITH ALL APPLICABLE PROVISIONS OF THE CONSTRUCTION DOCUMENTS FOR THE W CO 2 UNLESS OTHERWISE NOTED, PLAN DIMENSIONS SHOWN ARE: >_ OW PROJECT DESCRIPTION: NEW BUILDING -AT INTERIOR PARTITIONS: TO THE FACE OF STUD d .3 -AT COLUMNS: TO THE CENTERLINE OF COLUMNS uj UJ Z PROJECT SQUARE FOOTAGE: 23,084 SF -AT CONCRETE OR CMU: TO THE FACE OF CONCRETE OR CMU 0 z a. -AT EXTERIOR WALLS: TO THE FACE OF STUD (TO THE FACE OF FOUNDATION WALL) CL w 777:�:7 MARK ASSESSOR'S MAP #: 170315sc3300800 FROM FACE OF ADJOINING PARTITION TO HINGE EDGE OF DOOR OPENING. PROVIDE 18" MINIMUM CLEAR FROM 3 PLACE DOORS NOT LOCATED BY DIMENSION ON PLANS SIX INCHES F 7 ...... .... F, .. . .. ... _77 J :T . ..... FACE OF ADJOINING PARTITION OR OTHER OBSTRUCTION TO STRIKE JAMB EDGE OF DOOR OPENING, UNLESS OTHERWISE NOTED. NOTIFY ARCHITECT IF REQUIRED CLEARANCES . .....• 2*.�'.�,-.---'--,-.-:.�a----.-..'�.-E,,t �t__l TAX LOT #: 800 ARE NOT AVAILABLE .......... ........ L ........ J_ - ----- DEFERRED SUBMITTALS: FIRE ALARM AND SP RINKLERS 4 PROVIDE FIRE RESISTANT CLOSURE MEETING THE REQUIRE MENTS OF THE GOVERNING FIRE AUTHORITIES AT ALL GAPS AROUND PENETRATING DUCTS, PIPES, CONDUITS, ETC. AT .... L .. ... .. ALL FIRE RATED BUILDING WALLS, PARTITIONS, CEILINGS, FLOORS AND ROOFS. ........... 77 -77777= 7777777, 5 ROOM AND DOOR NUMBERS SHOWN ON DRAWINGS ARE FOR CONSTRUCTION PU RPOSES ONLY. Z Z zj 6 CONCEAL ALL PIPING, CONDUITS, DUCTS, ETC INSIDE WALLS AND ABOVE CEILINGS AT ALL ROOMSEX CEPT ELECTRICAL AND TELEPHONE CLOSETS AND MECHANICAL ROOMS. IN § SPACES OPEN TO STRUCTURE, ONLY PIPING CONDUITS AND DUCTS THAT SERVE THE SPACE MAY BE EXPOSED. LOCATE SUCH IN TO MINIMIZE VISIBILITY AND :t f ORGANIZE TO MINIMIZE RUN LENGTHS AND OVERLAPPING. ARCHITECT TO REVIEW SHOP DRAWINGS FOR EXPOSED MECHANICAL, ELECTRICAL, PLUMBING ITEMS PRIOR TO ...... - w .: �. ... . . ..... ........ . ... .... J, S FABRICATION AND INSTALLATION. SYMBOL 7 COORDINATE WORK WITH ALL OWNER FURNISHED ITEMS AND PROVIDE ALL REQUIRED MECHANICAL AND ELECTRICAL CONNECTIONS INCLUDING STUB OUTS., I ................ -3' :v: , �_ _ 8 VERIFY ALL DIMENSIONS, E XISTING AND NEW CONDITIONS ON THE JOB BEFORE PROCEEDING WITH THE WORK. PROVIDED INFORMATION, SITE CONDITIONS, MANUFAI'CTURER 9 NOTIFY THE ARCHITECT OF ANY DISCREPANCIES NOTED AMONG OR BETWEEN THE CONTRA CT DOCUMENTS, OWNER -PR El V ... . .. ..... A LOCATION. RECOMMENDATIONS, OR CODES, REGULATIONS, OR RULES OF JURISDICTIONS HAVING AUTHORITYPRIOR TO COMMENCEMENT OF ANY PORTION OF THE WORK. A GRID LINES 10 THE CONTRACT DOCUMENTS ARE COMPLIMENTARY AND WHAT IS REQUIRED BY ONE IS BINDING AS IF REQUIRED BY ALL. 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 EVERY CASE. 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, AND SHALL VERIFY SIZE AND LOCATION BEFORE PROCEEDING WITH WORK. 13 VERIFY ALL ROUGH -IN DIMENSIONS REQUIRED FOR EQUIPMENT, INCLUDING THAT FURNISHED BY OTHERS, PRIOR TO PROCEEDING WITH WORK. 14 COORDINATE WITH MECHANICAL AND ELECTRICAL CONTRACTORS FOR EXACT LOCATIONS, TYPES AND SIZES OF ACCESS DOORS REQUIRED BY THEIR WORK. PROVIDED ACCESS LEVEL NAME FOR ALL CONCEALED VALVES, DAMPER CONTROLS, FIRE DAMPER LINKAGE, ELECTRICAL JUNCTION BOXES, ETC. DRAWINGS MAY NOT SHOW ALL REQUIRED ACCESS PANE_LS. DRAWING INDEX: PROJECT TEAM. Name LEVEL HEAD INDICATE REQUIRED ACCESS DOORS ON THE COORDINATION DRAWINGS. OBTAIN ARCHITECT'S APPROVAL FOR LOCATIONS OF ACCESS DOORS PRIOR TO INSTALLATION. Elevation 15 PRESERVATIVE TREAT ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY AS REQUIRED BY CODE. OWNER LARGE CENT LLC ELEVATION 16 DO NOT SCALE DRAWINGS. 17 CONSTRUCT RECESSES LOCATED WITHIN FIRE RATED PARTITIONS TO MAINTAIN THE REQUIRED FIRE RATING OF THE PARTITION. 01 -GENERAL G -1 -SR COVER SHEET PO BOX 26125 PLAN NORTH 18 SITE SURVEY,GEOTECHNICAL INVESTIGATION, AND HAZARDOUS MATERIALS DOCUMENTATION WAS PREPARED BY CONSULTANTS TO THE OWNER AND NOT UNDER THE DIRECTION 02 -CIVIL EUGENE, OREGON 97402 OF THE ARCHITECT. THIS DOCUMENTATION IS INCLUDED IN THE CONTRACT DOCUMENTS AS AN ACCOMMODATION TO THE OWNER. C -1 -SR EXISTING IMPROVEMENT & PUBLIC UTILITIES PLAN 541-344-6781 OFFICE NORTH ARROW 19 REF TO DOCUMENTS FOR GENERAL LOCATIONS OF VISIBLE EQUIPMENT, SIGNAL DEVICES, SIGNAGE, AND OTHER VISIBLE ITEMS. CONSULT WITH ARCHITECT FOR EXACT G2 SRt" _PROPOSED PAVING, GRADING & UTILITES PLAN f � CONTACT: S. R. YETI" MOUNTING LOCATION. STEPHEN@SRYE17.COM 20 NOT USED 21 NOT USED ARCHITECT ROBERTSON I SHERWOOD ARCHITECTS PC 22 NOT USED L -1 -SR LANDSCAPE PLAN 132 E BROADWAY # 540 ROOM NAME ROOM NAME 23 NOT USED ROOM NAME & NUMBER 24 WOPK MUST COMPLY WITH APPLICABLE CODES AND ORDINANCES IN FORCE AT TIME OF BUILDING PERMIT ISSUANCe. L -2 -SR LANDSCAPE DETAILS 04 -ARCHITECTURAL EUGENE, OR 97401 A -1 -SR SITE PLAN 541-342-8077 OFFICE ROOM NUMBER CONTACT. MICHAEL BOWLES3 PROJECT MANAGER A -2 -SR FLOOR PLAN FLOOR NUMBER . . .. ..... A -3 -SR EXTERIOR ELEVATIONS MBOWI.-ES@ROBERTSONSHERWOOD.COM A -4-SR EXTERIOR ELEVATIONS RUCTION CONTRACTOR ILO C0114STi ELEVATION ABBREV1Ir_'V ATI ONS: A -5 -SR BUILDING SECTIONS 1792 CENTENNIAL BLVD OIL Of _0" AFF-___ SURFACE SPOT ELEVATION I A -6 -SR TRAFFIC & SITE DETAILS SPRINGFIELD, OR 97477 1_1w 09 -ELECTRICAL AB ANCHOR BOLT FD FLOOR DRAIN JAN JANITOR SCHED SCHEDULE E0.1 SITE LIGHTING AND POWER PLAN 541-52'1--01'414 AFF ABOVE FINISH FLOOR FEC FIRE EXTINGUISHER CABINET LG LONG SF SQUARE FOOT FEET J 4 1 1 � �'� - CONT/kkaT: R!CHARD AIELLO VIEW ALUM ALUMINUM FF FINISH FLOOR LAV LAVATORY Sim SIMILAR FIN FINISH (ED) MAT MATERIAL Ss SANITARY SEW E R. IL02@C,(:r APPROX APPROXIMATE ARCH ARCHITECT (URAL!, FLR FLOOR MAX MAXIMUM STANDING SEA'A4 FOC FACE OF CONCRETE MECH MECHANICAL SST STAINLESS SAFE'._ CONTACTOR CHAMBERS 0C. -N INSTRUCTION DETAIL NUMBER BD BOARD BLDG BUILDING FOF FACE OF FINISH MIN MINIMUM, MINUTE STD STANDARD 3028 JUDKINS ROAD #1 A CALLOUT VIEW C&C CASH & CARRY FOM FACE OF MASONRY misc MISCELLANEOUS STL STEEL EUGENE, I NEI OR 97403 A-50 DRAWING SHT U CB CATCH BASIN FOS FACE OF STUDS mo MASONRY OPENING STOR STORAGE CG CORNER GUARD FRT FIRE RETARDANT TREATED MTL METAL SUSP SUSPEND(ED) 541-687-194455 OFFICE NUMBER CIP CAST -IN-PLACE FST FIRE SPRINKLER RISER NIC NOT IN CONTRACT THRU THROUGH FRANK TRAVIS, PROJECT MANAGER ci CONTROL JOINT FT FOOT, FEET NTS NOT TO SCALE TMPD TEMPERED TOM TOP OF MASONRY FTRA�IIS@CHAMBERS-GC.COM DETAIL NUMBER DETAIL VIEW CL CENTERLINE GA GAGE OC ON CENTER CLG CEILING GALV GALVANIZED, GALVANIC OD OUTSIDE DIAMETER TYP TYPICAL UNLESS OTHERWISE LANDSCAPE DOUGHERTY LANDSCAPE ARCHITECTS CLR GRAB BAR, GYPSUM BOARD OF/Cl OWNER FURNISHED' UON CLEAR GB I A-502 DRAWING SHT CMU CONCRETE MASONRY UNIT GC GENERAL CONTRACTOR CONTRACTOR NOTED ARCHITECT 474 WILLAMETTE ST # 305 NUMBER GL GLASS INSTALLED UTIL UTILITY CONC CONCRETE GYP GYPSUM WALL BOARD OF/01 OWNER FURNISHED; VIF VERIFY IN FIELD EUGENE, OR 97401 CONT CONTINUOUS OWNER INSTALLED W WIDE DEMO DEMOLISH, DEMOLITION H HIGH 541-683-5803 OFFICE Al DETAIL NUMBER DF DRINKING FOUNTAIN HB HOSE BIBB OH OVERHEAD W/ WITH CONTACT: DAVID DOUGHERTY, PRINCIPAL A-201 EXTERIOR ELEVATION DIA DIAMETER HDW HARDWARE OPP OPPOSITE W/H WATER HEATER PERPENDICULAR W/o WITHOUT DAVID)@DLADESIGN.COM DRAWING SHT DIM DIMENSION HM HOLLOW METAL PERP DN DOWN HORIZ HORIZONTAL PL PLASTIC LAMINATYE WC WATER CLOSET NUMBER DS DOWNSPOUT HR HOUR PT PAINT, PRESSURE WD WOOD, WOOD DOOR CIVIL CAPITAL ENGINEERING & CONSULTING, LLC EA EACH HT HEIGHT TREATED WDW WINDOW ENGINEER 1430 WILLAMETTE STREET #325 DETAIL NUMBER ELEC ELECTRIC (AL) HVAC HEATING, VENTILATION, AIR R RADIUS, RISER WR WEATHER RESISTANT, RB RUBBER/RESILIENT BASE WATER REPELLENT EUGENE, OR 97401 Al BUILDING SECTION/ ETC ETCETERA CONDITIONING EQ EQUAL IBC INTERNATIONAL BUILDING RCP REFLECTED CEILING PLAN WRB WEATHER RESISTIVE 541-510-4225 OFFICE WALL SECTION EQUIP EQUIPMENT CODE RD ROOF DRAIN, ROAD BARRIER CONTACT: TINA GUARD, PE DRAWING SHT EW EACH WAY INFO INFORMATION READ REQUIRED TLG@CAPITALENGINEERING.CO NUMBER EXIST EXISTING INSUL INSULATION RM ROOM DETAIL NUMBER EXP EXPANSION INT INTERIOR RO ROUGH OPENING EXT EXTERIOR A4 INTERIOR ELEVATION VICINITY MAP: STRUCTURAL PIONEER ENGINEERING LLC ENGINEER 1717 CENTENNIAL BLVD # 9 A-210 DRAWING SHT NUMBER A SPRINGFIELD, OR 97477 L A3 541-746-5841 OFFICE 1w, ffl.Zi"I'lll.i,!,,l CONTACT: ADAM CLOUGH Al!"l .......... "Aw. ADAM@PIONEERENGR.COM VIEW NUMBER 'Wile, 4. VIEW NAME �s 'g DRAWING BLOCK TITLE 0"f MECHANICAL COMFORT FLOW 0 1951 DON STREET A l 1/8" if -Oil SPRINGFIELD, OR 97477 541-726-0100 OFFICE VIEW SCALE Aa CONTACT: DICK WIKE WIKE@COMFORTFLOW.COM ARCHITECTURAL Al REVISION REVISION NUMBER ELECTRICAL NEW WAY ELECTRIC INC COMPONENT 1001A DOOR DESIGNATION CEILING HEIGHT A 9 0=0 CEILING ASSEMBLY 2 Fu bUI& z -I 0U15 ri r\ EUGENE, OR 97402 F1�um N 541-686-2365 t) p2AV- OWC4 CONTACT: JUSTIN PASLAY iUSTIN@NEWWAYELECTRIC.COM �j,� Q�O�X1 �e�� (A m -'n c PLUMBING C&R PLUMBING 3780 KATHRYN AVE. STE A oc SPRINGFIELD, OR 97478 541-206-7611 CONTACT: CRAIG ARNEY CRPLMB@YAHOO.COM PLAN NORTH JAN 12 2016"' E3�ubmi"a! 4 3 5 132 EAST BROADWAY, SUITE 5411, EUGENE, OREGON 97401 541-342-8077 www.robertsonsherwood.com 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: 24x36" COVER SHEET QW W W CO >_ OW 06 d .3 W uj UJ Z 0 z a. LO LO co CL w MARK DATE DESCRIPTIO; 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: 24x36" COVER SHEET 41 c 0 a. ,n Itt U-) 0 C14 2 r 191, STU MH RIM=430.J9 J6" FL=42J. 17 Ma OR- .Tff1N0,, "000 % �J60 STU SAN MH NAIL AND % 'WA$Htk, SET BY LA FL=42J.48 RIM 4J2.94*1 T N C \FL=439,16(., 6- '7E. -4. 00' FRO .. '2� LEFT,�L4NE- SJ9,6 q PLAN SCALE 41 RTY ORNER IPRO�E 40 0 20 40 80 SAN MH �1101%yl RIM=4J2.91 K CA TCH RA S�N, FL =42J. 9 SAN MH GRATE-=\43�.\1,8, RIM=4J4.07 vl 1 INCH 40 FT. 15tM MH 4" FL=4Jl.' 18 El. 5 x 1/;/i_-RIM� .01 x A ow CURB INLET 4/1 TC=4JJ. 14 12" FL=429.64 ,r S VIM Ism, 0 �7 X. I IVA 12" If oe 4r, DUCTILE ..... ........ ... --- -------- ...... . . . ...... --- ----- . . ........ .... ...... ... . .... --- - - ------- - -­ & % S, % A* At% < 4 SEE IAND �1�� � "mill mg 99, #,*'AM Nt L --- --- --- ----- W ---- ------- - --- ------ L NMI. . ..... ...... . ..... . ....... .. T76L POINT ------- ------ CURB INLET IN WALK P�_ TC=4JJ. 65 EL 4JJ. 71 :zz 12" FL=4JO-65 BUILDING FFE=435.19 v1d TL 700 (17-03-15-30) .. ......... - " \4z A, - --- ------ ------ GA TEWA Y MCICENZIE FA --- -- -- ------ RKING SIGN 'BUSINESS PARK LLC YIPP 909 INTERNATIONAL WAY A S T S TM MH v Jo STM HEAT PUMP RIM=4JJ.59 :.j. J6" FL=424.00 12" FL (SE)=425.8 IA 21" FL (NW)=425.0 % x % gg A % % RON' '5 1_55 FND 314" IRON REBA R -w AM p 21 4N ON /Z X EXISTING S quo LIGHT J11- -A COA STU MH RIM=4J2.93 10" FL (NE)=42Z4 & % 12" FL (NW/SE)=42Z2 _XrJ _X0 K 25 STA4 GUTTER INLET GRATE=432.6 10" FL (N)=42Z81 05- SERWCE UE FXD V8 IRON REBAR S TM MH W7TH YELLOW PLAS77C CAP RIM=433.48 -hMRK W ._0$7FMM LS 715 18" FL(W)=425.58 _Mt' J6" FL(NIS)=424.48 V, ,,.,-STM CATCH BASIN -- IN, =4J GR4 TE 2.12 vi w, 6 FL (S)=4J1. 1 ---STM ARS4 DRAIN N TE 4J2.72- ..... . .... s%l, D AL- (N)=-4Jli-07_ NX STM s4 F1 STM STM STM STA4 MH­,� STU MH RIM=4JJ. 60 BUS st&p, V RIM=4JJ. 15 STM MH 10" FL (NE/SW)=428.8J EXI�TING 10" FL=428.2 SAN MH 12" FLI (NW)=428-7J . . . . . . . . . . R1M=4JJ.20 1��T RIM=4jj.jo 12" FL=42�.V5 A 8" FL(W)=4J0.05 V Nol� 8" FL(E)=430.05 STM GUT7ER INLET RIGHT LAA(E MUST 8" FL(N)=429.95 GRATE=4JJ.27 TURN RIGH7* SIGN 'N' 8$* FL(S)=429.97(OUT) 10" FL (N)=429.J2 SERVICE 24 W DUCTILE IRON CAP UkC& GONTi Lv,,, �x 201 o� V TL 000 VRE 77NG Er TGP L -L C INGHT N DRINKING WATER OVERLAY DISTRICT: % 3555 GAiTFHAY ST 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 EXISTING FIRE HYDRAN PROJECT DOES PROPOSE TO STORE, HANDLE OR USE LESS THAN 500 GALLONS NOT EXCEED NG 5 GALLON H- 1589 ON'TkOL- 0 5AN LIFT STA 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. �(Q 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 OFF C AL 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 ww TO DOUBLE CHAMBERED CATCH BASINS OR EXITING CATCH BASINS WITH FILTER INSERTS. 1 2 N a 5 CAPITAL ENGINEERING & CONSULTING, LLC Tina Guard, PE 541-510-4225 tlg@capitalengineering.co V, 1EXPIRATION DATE: 06/3 MARK DATE DESCRIPTION ISSUE DATE: 11 JANUARY 2016 ISSUE: SITE PLAN REVIEW PROJECT NO: 1518 DRAWN BY: RP CHECKED BY: TLG ()ROBERTSON I SHERWOOD I ARCHITECTS PC 2016 ORIGINAL SHEET SIZE: 24*46" EXISTING IMPROVEMENT & PUBLIC UTILITIES PLAN m m z L) z 0 0 0 I-_ < 0 6 z 0. z w cf) W Z LL c!) z 0 MARK DATE DESCRIPTION ISSUE DATE: 11 JANUARY 2016 ISSUE: SITE PLAN REVIEW PROJECT NO: 1518 DRAWN BY: RP CHECKED BY: TLG ()ROBERTSON I SHERWOOD I ARCHITECTS PC 2016 ORIGINAL SHEET SIZE: 24*46" EXISTING IMPROVEMENT & PUBLIC UTILITIES PLAN m m 1 --- .___ 1 2 1 1 -1 " / / 3 e.., - ""'.1"', " ,,-' ,� , __,_ " ''I --.,-- "�l '. - I "' .� " �", ,� � "I' �', ____ __. __ _____, "I / / �._" ,_1 '.11 ,:.� ,,'��:, �,.', ,_"_,� ,_-, _­ _-, ,,�,, � � / / "_ ` , " ��, , , , ------ _____ , � .--,-, _,-�.,"�"l , 1� "'�, -I-- -- ___, _____ _____ ------- ---,,' " / /'. 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I ., ­ - I= = �= = ,,=,,,A=z =,-,= �� tt= =11 =_ �� � I =1 _-:11111 .,,q, -1. ==-,­ = = =- =­tc = - , rl= = �_ I mll. %=, =-1 = W=i 1 -Wit __1119?=1 2m fw� gjw.l+- -= = = V= =m zz. == ___= t; ,-I'M --= / ll-�._ � I.."... ",."...;.: ... I/ ,;... ,;... �, ";::�,..,,. .me ,p', 4 1 5 PLAN SCALE 30 0 15 30 6f 1 1 1 1 1 1 mmmmm I 1 INCH = 3o FT. CIVIL LEGEND BFP , � . I / . / z , I I / EXISTING 1. . I / I 1* . .. t.-� --�I.*�'.,17 �`--�!-�,`l,_�V_ , 1, I - f,- . 714 ,,SM�'.'.,�N7- P,�Z 11 - � .. ... ,,�z.'R .. _��11�_ - 1 319 SF / !� , I RIM= 433.40 / I ` ". PLAN SCALE 30 0 15 30 6f 1 1 1 1 1 1 mmmmm I 1 INCH = 3o FT. CIVIL LEGEND BFP i I i / i I / / � ' ' , GU=434.08 / " I M""'N��CA�T .: § , 11 .... I ill, / � ,. , . " � . :�� �, � -1 ��" �` `z . , ... , __�. . � . ... ,,:�'. .. __ I : ..� .-...�", , t RAIN GARDEN - 1 / . ".. �". .� AIP_ff - _ " - �,_. to ..h,;;� . ...', . � / / " * "m , I Ir AREA DRAIN - - EXISTING :I 1, _____ : x � : I - __­ I // TC=434.58 � I 1* . .. t.-� --�I.*�'.,17 �`--�!-�,`l,_�V_ , 1, I - f,- . 714 ,,SM�'.'.,�N7- P,�Z 11 - � .. ... ,,�z.'R .. _��11�_ - 1 319 SF / !� , I RIM= 433.40 / I ` ". F f I '__ / / 1���,-4 / f . / ! I I I x I / . � , - : ! ,!.�,.�`,,,� - .,.: ,� �,,�,'�"-_ ./ . -t,_,.,,t z4,,.A_-ff:-'-�`,.-- ,��.�l �l , "/, ��l I ­­-,,�- f * ` ,� I 11 ... - . . t�:., .? .. . A,,,,.,_�p.�, I FINISHED GRADE= 432.61 I/ �.':�, .... " - ", ,.',,_., ..,_..... �,�, 11 I , � ..." . I . , 6"FL(NW)= 428.51 , l_-. :1 *­ - ! � I , " FINISHED GRADE 11 CATCH BASIN t -IL I ER S�INFILTER� CH A / ,... I .� __ - I � 1. : - - , ,­:; ...._,., - - ". t� , .,r,..f.,.,;. � �: i, .... ... . ;. . I // , NIM -`-"- ­ ..r, I I .... ... t"M; - I �,_, ., ...l. - - r, �1�t A__�� I Z I :� MH I / CONST 10"SD 60.3 LF _-, I ,,...,,...� 5 I ­-., :: - I : ­­�_ � ;,",��',-__ __ I ,, - - --�,,-',;,­,7_ -- ., CONST 10"SD 123.3 LF ,/ ,i . GU=433.97 I PUBLIC UTILITY EASEMENT INSERT REQ'D / I T/FT S=0.0050 F FT �,o �.,. I ,.� ... * .... t � li;,i:::::� ., , -, ­�,.tt�,,, . .11 . ��-:,-. '' �l I-,-, -_ " : �. I - 1111111111 '' - . "I , ,_ � ,.., I, � : I.. I-, . - t "I 11 �. ',�; i - � 14 . &2Yl!'i',i,l, :. t I- � -, ., TC=434.47 : . _��;-,;� t. - - ­ S=0.0050 FT/FT SF ; I I : / ! I �,­�1,7 ., ­ - -,---�, �: I �,,,,'-r,,u, � �_ `77, : . "I - ­- ­_,�-. 1, ,�,_,, x ; I/ , . � , - - -, . , . .. " �4 1 0"t­_��., , ,�. CONST SD MH , m SANITARY SEWER ! I / // / . I CONST 6"SD 49.3 LF . / . 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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 CAPITAL ENGINEERING & CONSULTING, LLC Tina Guard, PE 541-510-4225 tlg@capitalengineering.co "' CJO'** MARK DATE DESCRIPTION ISSUE DATE: 1 1 JANUARY 2016 ISSUE: SITE PLAN REVIEW PROJECT NO: 1518 DRAWN BY: RP CHECKED BY: TLG ()ROBERTSON I SHERWOOD I ARCHITECTS PC 2015 ORIGINAL SHEET SIZE: 24"x36" PAVING, GRADING & UTILITIES PLAN 0 U) >_ I-_ z w < 3: r.- Ill 2 < .j < r-,. 'q r%_ =) (.) 0 (0) z 0 0 W cl od . 1-- < 0 - 13 z o 3: Z W Uj _j w � 1-- 0 Z) (1) �_ Z LL 0 W I. - <In z 2 co) z U40 tl%- T_ 0. 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S , ,,,,,,,,,,,,,,,,,,r,...,w,. «'s yS ,r € ,^as „J i 4 w"X 13'a# STM .. c:t w>..,w.,w ,� STM w," was ;"> y„ w,aww,w.w,a ' s '. - • ��z� ,Ma,w,.w,w.,w,w.> STM .,,ww,,,www,a.w "i �.' f ,«s 5 f' < �a aww,,, - w„wwwww„w, - w,w.,.wwww,. - wwwwwaww..w ,,,,waww,w,. „« „w„aw,ww,w. ,� � m ter' "UC77LE IRON SE CE i GAS , .,• w,... aa, _."..�. , .w.«a w,w,..aa ,�«< <a." w,,,w waw „w,., .aa .,,.w. .w ,a „w„ ' � �r��.aaw,"a„wwww,w„www,wwa„w,awwwwwaawwaa,«„awra _.,.,,,,wwwww,w„wwwwwwaa ,w„ww, a � SERVICE 2 " 3 4 5 PLAN SCALE 30 0 15 30 60 1 INCH = 30 FT. NOW 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. GA SERVICE LINE CONNECTION. PLUG END OF PIPE AND MARK S 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. < D d i e- e v "AN"t 2016 DRINKING WATER OVERLAY DISTRICT: oricimao 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 C CAPITAL ENGINEERING & CONSULTING, LLC Tina Guard, PE 541-510-4225 tlg@capitalengineering.co o** e GEXPIRATION DATE: 06/30J17 MARK DATE DESCRIPTION FINAL SITE PLAN JUN /,l 2016 Planner ISSUE DATE: U 11 JANUARY 2016 ISSUE: SITE PLAN REVIEW PROJECT NO: 1518 DRAWN BY: RP CHECKED BY: TLG QtOBERTSON I SHERWOOD ( ARCHITECTS PC 2015 ORIGINAL SHEET SIZE: 24"66" PROPOSED UTILITIES PLAN U) 1■` >- H W a .j Q�0 V Z O p 06 _ Q O On w Wcl) V Z N �- Q � 7� a O MARK DATE DESCRIPTION FINAL SITE PLAN JUN /,l 2016 Planner ISSUE DATE: U 11 JANUARY 2016 ISSUE: SITE PLAN REVIEW PROJECT NO: 1518 DRAWN BY: RP CHECKED BY: TLG QtOBERTSON I SHERWOOD ( ARCHITECTS PC 2015 ORIGINAL SHEET SIZE: 24"66" PROPOSED UTILITIES PLAN F' PA 3 EXTENSION LENGTH AS REQUIRED CAI In C71=1 0 STRUCTURE GRATE FINISHED GRADE OR C900 PVC PIPL CHAMBERS WITH COMPACTED CRUSHED AND FITTINGS SUMP 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 ORIENTATION AS SHOWN ON PLANS. 5. USE CONCRETE COLLAR IF CATCH BASIN IS IN ASPHALT. 2 I IE k" 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. r'rt A protea# fron-t all veh ,,:e traff== e*:,Vrr!�'r t $1alg19, 4. A geotextile is requeed to isoWethe drain tock ton, the a -td fod t ff c in proposed inf tration areasXh� to, durinq. Subgta.de and graving Medium e1Z after e:: sttuctis , a. Width o3 1?. 8, Growing nledium^ Depth of s"Ia: 12" a_ 12' minimum . Longt€adinai shape of VwWe ° o'!i . nwt and 6% mex. b. Import iopsal of aWellded na a' a SON Flat bottGr€1 v°3d'h 2' mi urr>. t1. Std -slopes a swage. 3.1 maxiAlW€. 9, Vegetation; FolloraF to, ndsc-ape P*a" otherwise refer 10 plar€t list to •SVNM Appendix R Vogetatrve vwatas must ttM t Wit; ae%s {i`r ci rntedi€:e of racAuh? fdlomng plantings per 1f30 d fac ity area.: a.1 t€€ltrallon S%,ares M�V i -j�4 from taundati:ons and a< 100 0M. Ad Cover -e. OR V from property b, an Gmund Covers. 2 Small Shrtlb�, tr. Rifrafi.oh vwale-s muse nave a watefPM- lindf:w arl and 1 Tree {decWuous of evergreeft) within 10` `tom'+ fourldatl l of 5'from pr Ort Lift", 10: Watermoffir€er� Shall be 30 MA PVC Or aetNWer€t f 4.Qyerl w4h5oug a facilailes, aa- overficils are required to an appr�lted Point d#:h arse pEj3f1t nl § sized tf3 '� €. €'s.3 It€" 3t tf1 ' 1, lnj' tall'de°asf)ed perk ig:ravel. ' t€irty mck to: tS'aE:`S°s`dion fro'§'n flood corkof de-.gr1 stcf-m. inlets and splash pacttogrowingmriedium. i). I e€ ele vation must afor 12, Check dams, $Mall be placed at 1 intern lS atong the leagn, of the s ale. l ing >€iYiYt'tkfnr . pIpe r_Nttlfed for to 1,� cf irn p-,Ako as area, €sthrsa4i 4' ixa€r1., F fxpq €1964af, slopes and ir*talfab € soatl f0ow the Ltllti rM. kar ng Coda, 6, alain rock a. Oze..!4a-`'-1)2washad bepth; 12" minimum CITY OF VEGETATED D S r'AL r EUGENE. ORE(30NI u DEPA_RTME 3T OF p:3EL;%kh40RK TYPICAL DETAILS t, f :a11 e€ i e kfal equipment stra it, ;: i�covfda rot�cllon r!� _ and foot tram M prppos,"areas Prior to, dwino, and after corWt ction. £ i� it'ena35:' a, Oet1. Ofrairt ��r�n: �6' tniritn'Ittni ani 12" MaXiMUM b.Fiet,bottomw4h; 7 Mtn: . Si per. fain Arden, 3 t rnaxfr €at B.: 3. Setbacks, (n ml � clans CnLk+�t be 30 �,�3f1 a_ Ir+Sr tr anon rain .r 9 f ax€{atf'ta1 a.V and E6 *. Pt OPO?3pi' FFnEes... Fi6a,00n, Rein Garden,do 00 .rr?qstire a S tbaals Wtth art€rcryeiowderpr'QoflndL �. 4;rerfi' alovadm y ed to fully tr3f€ Un �>b �' ars re3rs,ri � the, ftood 4i desimtonl, t ; [ tic .r6ust 0, 0,4 t" of freebaard, Plping; k9iR€n ee€ri f' ria€rad fo€' up 0 1.500 sq. ft of r[nt.�er�la�€ts araa3 othe"I"k�'atr 4 .3k3�t f Code, and ir#ststtata Shelf follow the L,Itt'itor€tr Entd;rtg ,� e CITY: OF EUGENE-, CK'2 4 aB ,1 $> ,TO Ui 3 6:: Drank rock' 31411w2-V2wata:d Depth'.: 12" Ortimull, �n rn� €m rated f� � T. Drain rccIt later sha3t Etr;:.sa g - rr��x tli� ter ��tk�: d t a ��r�ctrl ail rqwI a r4 0- � €� dturr a,1r minimum b, inVorted tops.ai or amended native t€4psral< A Vagetatior: Follow ksndSaappttnS his€. refer tr�°lats Itat in SIVNIMM Appen ix F. Ptumbeof gala tt ins er 1fsf oaf facllit a,1€ round Covers,, OR . 0 Ground Gose, 2 t.wga drubs A Small tmt;s 4nd1 t€era €1 cid€t o "eWeen) tt, Install Washed ea t rnv e rt to ?a r&on3Rom inletsto r Ftie4pim, FILTRATIOtl RAIN GARDEN. E W'ICAL. DETAILS Mm 5 cec CAPITAL ENGINEERING & CONSULTING, LLC Tina Guard, PE 541-510-4225 tlg@capitalengineering.co p" G EXPIRATION DATE: 06/30/17 >= l _I z Q CW V ao p _. 0 0 . ..... .......:.. .::. : ::3..., ,..4. PERIiitA1`+FY IyI . : GENERALNOTES t' CONTECH TO PRI)VIDE ALL MATERIALS UNLESS NOTED,OTHERWISE wW W Z 0 Q DIIE�SS . SELWIi_ C) �REFERENCE DFSS _ _ U) `. ... .. __ _ �.'� � : a�.�sA>4i1� �t€EI~t�i'IT,'�4, E�E.1» t�39�T6l�T �` E REQ to mo . .:.......... . T ....... ... SOL l Tl�lNS EWAnvi i�:� hE$.c m . %�€ .idd16€iwCRAs=1.�A..� :: � SIIIt1i:�ESt��irl�%I&`� gSTRUCTURE AASHTO � r ) LOAD RATING, ASSUM ING GROUNDWATER ELEVATION ELEVATION. ' TOWNFIRM ACTUAL GROUNDWATER B� r PIPE h _ V Tom:I 3L ?tAGPVCSATE __.... .. IS�1A��?1SOL=�TS�"C,CF SCREEN CYLINDER.:EMO�.AND 1�ASNECESSARY�tY SCREEN _..._ _. Pir�AAII�"�'EI'IG FVC HY ��� tMiALiA'f 9GN NGS � r.- ISL DEPTH, Aht.�� AIi�.-oT�ToaPROVISIONS ARE SIT=�FlI��omI..�:_ h��IDI�n AND SHALL . .... .... q y� .... -... S .... do s .: . .... ....-....:: O - ...... IFIEDBYENGINEEROPRECOR P ' � TO LIFT �D SET THE &� I��III�Q' 3t3 f1i11� LQh�ii4Et�T'`#`I' tlFFtE"i':I.IF"�'l�iG AND IM A ' q ` I]FTING CLUTCHES PROVIDED).: CONTRACTORTOADlr! RIT SEALANT BETWEEN ALL. $TRVGTURE .EGTtONS, AND A[aliSL.iW: MUt%URE- . ...::.. . .. __ ..-. .._., _�__ :_.. _.._ ._....... ... _.-.. ...:..- g - . n SUMP �� CONTRACTOR�tII� 1[dS�'�,1.�. ;�fall3 �I:Li`fi' F€:�E5,: �1rCI•I II�E ii',IttEl�i`ra WITH ELEVA SHOWN. ii.-: ti�Iki 4R/3tiiTiA'i '� fi 4 � COr RpL �3LTAKE APPROPRIATE MEASURES 70 ASSURE UNITISWATERTiGHi4 HOLDING WATER TO ELOiNE IWERT MINIMUM, .,... .-. .. ..Sg : A ION - 6UC4 ESTW TI ATALL JOINBELOW IPE INVERTS AM GROUTED. r : N T.. 1WN NTECH. ENGINEMD ONS LLC INLINE CDS STANDARD ATL - ::::. � .: .. - 3tAdPdFWfx4:S%ftl ik4N�. "OAYtaAw�F - 41.122S1�irfs 2 I IE k" 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. r'rt A protea# fron-t all veh ,,:e traff== e*:,Vrr!�'r t $1alg19, 4. A geotextile is requeed to isoWethe drain tock ton, the a -td fod t ff c in proposed inf tration areasXh� to, durinq. Subgta.de and graving Medium e1Z after e:: sttuctis , a. Width o3 1?. 8, Growing nledium^ Depth of s"Ia: 12" a_ 12' minimum . Longt€adinai shape of VwWe ° o'!i . nwt and 6% mex. b. Import iopsal of aWellded na a' a SON Flat bottGr€1 v°3d'h 2' mi urr>. t1. Std -slopes a swage. 3.1 maxiAlW€. 9, Vegetation; FolloraF to, ndsc-ape P*a" otherwise refer 10 plar€t list to •SVNM Appendix R Vogetatrve vwatas must ttM t Wit; ae%s {i`r ci rntedi€:e of racAuh? fdlomng plantings per 1f30 d fac ity area.: a.1 t€€ltrallon S%,ares M�V i -j�4 from taundati:ons and a< 100 0M. Ad Cover -e. OR V from property b, an Gmund Covers. 2 Small Shrtlb�, tr. Rifrafi.oh vwale-s muse nave a watefPM- lindf:w arl and 1 Tree {decWuous of evergreeft) within 10` `tom'+ fourldatl l of 5'from pr Ort Lift", 10: Watermoffir€er� Shall be 30 MA PVC Or aetNWer€t f 4.Qyerl w4h5oug a facilailes, aa- overficils are required to an appr�lted Point d#:h arse pEj3f1t nl § sized tf3 '� €. €'s.3 It€" 3t tf1 ' 1, lnj' tall'de°asf)ed perk ig:ravel. ' t€irty mck to: tS'aE:`S°s`dion fro'§'n flood corkof de-.gr1 stcf-m. inlets and splash pacttogrowingmriedium. i). I e€ ele vation must afor 12, Check dams, $Mall be placed at 1 intern lS atong the leagn, of the s ale. l ing >€iYiYt'tkfnr . pIpe r_Nttlfed for to 1,� cf irn p-,Ako as area, €sthrsa4i 4' ixa€r1., F fxpq €1964af, slopes and ir*talfab € soatl f0ow the Ltllti rM. kar ng Coda, 6, alain rock a. Oze..!4a-`'-1)2washad bepth; 12" minimum CITY OF VEGETATED D S r'AL r EUGENE. ORE(30NI u DEPA_RTME 3T OF p:3EL;%kh40RK TYPICAL DETAILS t, f :a11 e€ i e kfal equipment stra it, ;: i�covfda rot�cllon r!� _ and foot tram M prppos,"areas Prior to, dwino, and after corWt ction. £ i� it'ena35:' a, Oet1. Ofrairt ��r�n: �6' tniritn'Ittni ani 12" MaXiMUM b.Fiet,bottomw4h; 7 Mtn: . Si per. fain Arden, 3 t rnaxfr €at B.: 3. Setbacks, (n ml � clans CnLk+�t be 30 �,�3f1 a_ Ir+Sr tr anon rain .r 9 f ax€{atf'ta1 a.V and E6 *. Pt OPO?3pi' FFnEes... Fi6a,00n, Rein Garden,do 00 .rr?qstire a S tbaals Wtth art€rcryeiowderpr'QoflndL �. 4;rerfi' alovadm y ed to fully tr3f€ Un �>b �' ars re3rs,ri � the, ftood 4i desimtonl, t ; [ tic .r6ust 0, 0,4 t" of freebaard, Plping; k9iR€n ee€ri f' ria€rad fo€' up 0 1.500 sq. ft of r[nt.�er�la�€ts araa3 othe"I"k�'atr 4 .3k3�t f Code, and ir#ststtata Shelf follow the L,Itt'itor€tr Entd;rtg ,� e CITY: OF EUGENE-, CK'2 4 aB ,1 $> ,TO Ui 3 6:: Drank rock' 31411w2-V2wata:d Depth'.: 12" Ortimull, �n rn� €m rated f� � T. Drain rccIt later sha3t Etr;:.sa g - rr��x tli� ter ��tk�: d t a ��r�ctrl ail rqwI a r4 0- � €� dturr a,1r minimum b, inVorted tops.ai or amended native t€4psral< A Vagetatior: Follow ksndSaappttnS his€. refer tr�°lats Itat in SIVNIMM Appen ix F. Ptumbeof gala tt ins er 1fsf oaf facllit a,1€ round Covers,, OR . 0 Ground Gose, 2 t.wga drubs A Small tmt;s 4nd1 t€era €1 cid€t o "eWeen) tt, Install Washed ea t rnv e rt to ?a r&on3Rom inletsto r Ftie4pim, FILTRATIOtl RAIN GARDEN. E W'ICAL. DETAILS Mm 5 cec CAPITAL ENGINEERING & CONSULTING, LLC Tina Guard, PE 541-510-4225 tlg@capitalengineering.co p" G EXPIRATION DATE: 06/30/17 >= _I z Q CW V ao p oc 0 0 ° n o cr) wW W Z 0 Q L o U) Z O v MARK DATE DESCRIPTION IISSUE DATE: 11 JANUARY 2016 ISSUE; SITE PLAN REVIEW PROJECT NO: 1518 DRAWN BY: RP CHECKED BY: TLG ()ROBERTSON (SHERWOOD I ARCHITECTS PC 2015 ORIGINAL SHEET SIZE: 24"x36" PROPOSED DETAILS AN 1 2 201 s � ro U �I C E U 0 0 C 0 U C 0 U� z U C ro ca ro U c E U O ro s U LD N W W D — _ APPROXIMATE 100 YR FLOODPLAIN BOUNDARY (OFFSITE) C A 3 (E) SWALE 4 5 Property Address: 3585 Gateway Street, Springfield, Oregon 97477. 4ssessor's Map No: 170315sc3300800. rax 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 )rinking Water Overlay District: rhe site is located in 0 to 2 year Time of Travel Zones (TOTZ). The improvement is for warehouse :ommercial 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, candle or use less than 500 gallons not exceeding 5 gallon individual containers of materials which are isted as hazardous materials at a given time; including those conditions exempt from regulation per 3DC Section 3.3-200. The loading dock will be ramped and require separation of stormwater and >anitary sewer trench drains with shut-off valve per DWP requirements. Covered trash area will be iydraulically isolated and drained to sanitary sewer. Existing grates will have quality drop-in filters. 2ooftop mounted HVAC units and air-cooled condenser will be provided with spill pans that will be )iped to the sanitary sewer system (an approved location by fire code official complying with Oregon -ire Code 2704.2.2 Secondary containment for hazardous material liquids and solids). Landscape naintenance is handled by the tenant. No landscape maintenance materials, including fertilizers, are stored on site. 'loodplain: he property is outside the 100 year floodplain. The entire property is above the 500 year flood ►levation (unshaded Zone'X' SFHA) as mapped on FIRM Panel 41039C1 133F, which is the legal ,inding document for SFHA locations. We have not found any flood mapping that shows the property dthin the adjacent Floodplain Zone'AE'." Refer to survey. 3icycle Parking: ;ode Required Bicycle Spaces (Table 4.6-3) 1/6,000 sf; 25% longterm, 75% short term 23,084/6000 = 4 spaces 1 long term, 3 short term ;overed long and short term bicycle parking is provided adjacent to the building. All bicycle parking paces conform to the standards listed in SDC 4.6-140. Each paired bike space at the rack is a ninimum of 4'-0" x 6'-0" and at the long term area have a covering with a minimum 7'-0" clear head nom. Areas of covered bicycle parking are indicated on the drawings. :ire Access Drives: linimum 80,000 # capacity for the fire access drives. DEVICE. DROP IN FIL I ERb iF TYP. REFER TO CIVIL N d a £ a W x .. ---._ _�_-------- __—'—_.—_—_—._—'—._—_ __ -- _ --_ _ _-. :,— _.__.+..__....,..r _._. _—_.. _—�.:....-..-. ..i. _—.- mss: s ------ -- --- =--- ---- -- - --- CIVIL- E SA SEWER REFER TO , ... -. .-- �-_-�--.-_ � - � �-�-- - --- OCIVIL-------------------- _ - ---- ----- E W 8 REFER - ------ ---- -- Q - - -_ - -. ? 13 ___.-__---. - - =,_l_. t / 34 0 O WASTEWATER � 15 �- - � - _ _ � � �f_,F _ - - - ----------------- �— ' �--` -- ---------------------- E W TO CIVIL _ � �- �� --- O -TER REFER " _ x 3 .f 7.00' P.U.E. RECORDED- 2'- 0" MAX OUTSIDE RELOCATE (E) UTILITY VAULT i 8 - 0 a o (E) SIGN (N) PLANTER c4 --------- ----- ----MARCH 21 1995 ------ - FACE ----- ----� - -REFER TO CIVIL RECEPTION NO. 9515880 iv —STOP TO PLANTER— (E) SAN MH REFER TO CIVIL`,:: EXISTING CURB TO REMAIN E) SUB PRIMARY SHARED CONCRETE (517.63') fit POWER POLE BACKFLOW VAULT 24"X 24" ODOT R-3-5 U_ REFER TO CIVIL GATEWAY STREET RIGHT TURN ONLY SIGN/ -- -- — ---- —-------- ----=— ------ ------ (E)WATERREFERTOCIVIL- CENTURY LINK & COMCAST SERVICES ARE ON THE SUB 101-011 If ----------_------------- (E)----[11WATER REFER TO CIVIL-_--- I PRIMARY POWER POLE, PHONE & CABLE CONDUITS 15' - 0" I W WILL ROUTE ALONG WITH PRIMARY CONDUITS 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 51/2" MIN HEIGHT. i PLACE 1'-' INSIDE FAR DOUBLE YELLOW LINE Al SITE PLAN. A -1 -SR 1 1" = 30'-0" 1 Install 24x24 inch reflectorized, symbol "RIGHT TURN ONLY" sign (R3-5: OR3-5R) on west side of Gateway Street, facing ex" 'rig fflc, at least 1.5 feet from curb, bottom of sign at least 7 feet from ground Graphic Scaler 1 inch = 30 feet 0 30' 60' 90' 120' 0 4 o5� t/ON -NP�co-oa�o� CE n (PoF15 5 .�; av d G _.:...— Robertson I Sherwood I Architects Pc 132 A BROADWAY, 541# • EUGENE OREGON 97401 541-342-8077 4 80 www.robertsonsherwood.com 91 =I, r, BRINE ISSUE DATE: 11 JANUARY 2015 ISSUE: SITE PLAN REVIEW PROJECT NO: 1518 DRAWN BY: MEB Q LU W d' U 0 W p W J � C� Z a V Ln LO rx 0. W F- M 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'x36' 1 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 VAPOR BARRIER, CK W1 R- 11 BATT INSULATION FULL AND THICK,' 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 FLOOROM TO UNDERSIDE OF ROOF DECK W1 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. 6" STL STUD FURRING @ 16" O.C. SHALL EXTEND FROM FLOOR TO � SIDE OF ROOF DECK W/ 1 LAYER 5/8 GYP BD EA SIDE AND P. E 2 PLANTER REFER TO LANDSCAPE 45'- 7 7/8" I I C1 2 A -3 -SR C1 3 39' - 0" COVERED TRASH ENCLOSURE (CANOPY ABOVE) W/ HYDRAULIC REINFORCED CON TRUCK RAMP. 1:20 SLOPE. REFER TO CIVIL '3C' P Q3 Al A-13 STEEL PIPE GUARD RAIL W/ CONC CURB EA SIDE 00 A3 � A11 CV D� 106A Ai \o 4 SW TRENCH DRAIN REFER TO CIVIL SS TRENCH DRAIN Al REFER TO CIVILAlz 4 A -5 -SR FSR i 7 �° 38'- 4 1/8" ��' BOLLARD ° ��� A SCUPPER BOX 106C , ,Cb( � O BOLLARD RECEIVING o 106 , 5 UNDER SOUND BATT INSULATION FULL THICK TO EXTEND FROM FLOOR TO A4 ( MEMBERS MAX 13'-0" O.C.) ISOLATED DRAIN TO p ,�' CEILING. (BRACE FREAMING@ A-11 �� 24" O.C. SHALL EXTEND FROM SANITARY SEWER �;' � E. 3 5/8 STL STUD FRAMING @ LAYER FREEZER/COOLER TOP TO UNDERSIDE OF ROOF DECK W/ 1 LA 114' - 0{' REFER TO CIVIL ro X�, 5/8" GYP BD SALES FLOOR SIDE. �� (5} BOLLARD VIF ' ►�°� � �'� ��° 15' - 0" 51-011 AM PLANTER F. FREEZER/COOLER WALL BY HUSSMANN (NIC) ® o�� 24' - 0" 24' - 0" o 0 0 IRRIGATION REFER TO SCAPE CHAINLINK FENCE W/ GATE 24' - 0" ��` EQ EQ EQ _ - - - - DS A DS 1066 � CONTROL DS L F, qw,..M ._ FEC, - 109A 34E. ° D 4 � BREAK A5 NO CONTROL JOINTS - LO ' ROOM ° IN FREEZER SLAB I A-3 >, IFEC00 RECESSED SLAB FOR FROZEN ( I JAN I d Q LONG TERM FREEZER UNIT. COORDINATE 108 , FOOD 1 ICE BICYCLE SIZE AND INSTALLATION F 5, ACCESS LADDER --\I PARKING CREAM e U SLAB LEAVE -OUT FOR DOOR REQUIREMENTS WITH SLAB LEAVE -OUT FOR DOOR REFER TO { o EATER COORDINATE W/ FREEZER VENDOR 112 `, HEATER, COORDINATE W/ D w WHj REF LANDSCAPE H D , D { „ FREEZER VENDOR FREEZER VENDOR o §` N ( r - — - - - - - — - FEC _— I r -a; rD2 D1 SIM i _ I �r-I----- A 13 00_ A-13 I ----------------I-- --------- ---_ M _----------------- ---------------------------CIP LONG CURB------ ---------------------- COOLER DS -------------------- -------------- t CIP CONC CURB DOORS CAST -IN-PLACE CONC CURB, W/ STEEL TROWEL ' WI STEEL TROWEL STEEL TROWEL FINISH, FINISH W14" L. # ' 1 1 e r I 4" L. #4'S @ 24" OC, TYP 4'S @24" OC TYP FINISH W/ 4" L. # ,' i M t 4'S @24" OC TYP �t I ------ " 101E I------------------------------------------------------------------------------------------------------------------------------------------------------ -- i i ---o -� o - ----_ X4.4: i1 -" FE i 45' - 7 7/8" 39 -011 38' - 4 1/8" D4 41' 8 I i : •-.- I _ i I co f<; I I ' I 1. v, I i I A-13 i t I I I I I — 11'-0" i I ! I NO CONTROL JOINTS o _ I IN COOLER SLAB-_ —2'-0" t I HSS8x8x5/16 TYP, REFER TO STRUCTURAL ; I f PAINT ALL COLUMNS. PT -1, TYP r F I I DELI / DAIRY o I — I G , COOLER A co I I m I N d Al I LO ------ S All N MERCHANDISE I # I W t i01 o v , cf C _ I p x o I I � : N PAINT CONDENSATE x P - 00— c�n m I COOLER LINES -----II ------ r I C 5" REINFORCED CONCRETE SLAB WI IMPERVIOUS ADMIXTURE ! fir PLIANGE WHITE, TYP I i R BARRIER D2 I Q � VAPOR � I OVER i I A-13 --o �A2 COMPACTED CRUSHED ROCK FILL REFER TO STRUCTURALw i COOLER oo i _ I RECESS Sl , 9'-0" OFFSET FROM EXTERIOR WALLS. I DOORS s Ajlj� - 4 `Y' i SLOPE 1/8" PER FOOT. 3'-0" TO 9`-0" OFFSET FROM WALLS. I —i----- s I I o I I Pill I � I I _ I I zo Z I I c '-I------ f cM I ] DS I I s I - -- D2 I Al FLOOR PLAN A -2 -SR j 1/8" =1'-0" 1 `14 COOLER 11'-011f 111 01' 61 011 i — t TYP i TYP I -314" 1 COOLER 0° OA FLAT SLOPE FLAT_ F.F. RECESS �IDOORS NO CONTROL I ----------- JOINTS _ -I----- --------------- I IN COOLER is I i i SLAB ih I 11 1 " 51.- 111 12' — 111 /� I 7 -11 1 /2 7- 6 1 /2 i DS i -- �- ---- - -- IL—._----- =-------- ------ -------------- 20'— 01' 1 1 FEC CG ' ` CG _ CG I i I - - D4 _ i 0 0 - - ' �- - -� cxy ': t' ,' AZ A3 A4 I A-13 c' --- —I 64 DATA FILE` I�A-10A-10 A-10 A-10 (----- SHORT TERM A-3 WOMEN MEN I , CORNER GUARD 1 104 103 102,E - EA SIDE, TYP BICYCLE 105 - --------------- I �- - PARKING I 1 FEC - r t 102A ------ REFER TO 8' - 0 118" EC R CG CG F CG CG I APE x __ - - F Y � d w — LANDSCAPE /X\ J TYP _ _ 0 101 A/B I 1 1 C/D, - I ,1 j — � - O RB W TEE TROWEL 4 FINIS U - � CONC. C /S LT E B5 _ - a- I I I 11 I 1 -4 I- ' i ' { " 1 11 / i{ � { " { 11 { {{ 1 1 i _ {{ j / 11 BE 011 I I { 1, {" 1 ,1 { ii I 1_ ,1 _" I 1 1{ i{{ I 1-4-4 6-0 13-4 ! 3-4 8-0 I 8-0 8-0 3 4 3-4 I 14'-01 1010 1 { A 11 = 1 " '-411 :.8 _0 t 8 -0 I 8-0:3 -4 3 4 .�.. -. 0 3. 41 _....:�.._-_`22-.-----4—,.1;-4T-4"2`_0"3#-4'1#- , .i-..:._ } -I.------ I I -13 �t 14 - 0 3- 4 3------ ---- ------------- ---- - --- --- E} m LO A _ i --!------ . -___I_ __ . _. a, _-! ----- __ _ ,._ _ _! -- _ - _$ 1---- -- ,_1 ---- i _ -- i------i-------DS - ; _ " I I 3 - 4 241-411 C:) U " { i i TRUNCATED DOMES 12�-0 I 11 12 -0 37 fl � 1 11; _ I __ i i d i i I _ I Al I 1= I 1 I I_ _ `-i @SIDEWALK CURB TYP I I i I I I C1 A -5 -SR 1�,{ _ 8" I i I I PAINT SAFETY YELLOW i I I I A -5 -SR I 5 A -4 -SR Robertson I Sherwood I Architects pc 132 EAST BROADWAY, OREGON97401 541-342-8077 >n 1— r' QW W ti � t!) W O W 06 Q p J � W W Z Cj) I"— Q LL 0 0Z a Q Le) W W V 00 a. M MARK DATE DESCRIPTION 0000LI u C _N1 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'x36' FLOOR P a � a� a toec e� >.^ s- ,. 2016'fi'L' �O GUTTER AND F PAINT COLOR METAL CANOP D GUTTER COLC C B A CANOPY B 121-011 rh _DOCK RAN V7 4 -Off ci1 NORTH ELEVATION A -3 -SR ] 1/8" = 1'-0" Bi1 EAST ELEVATION A -3 -SR 1 1/8" = 1'-10" A4 B4 � r METAL COPING CAP -15 A- 15 ' 20'-V V, 201-011 ci L HM DOOR AND F�ME SCUPPER BOX & DS PAINT COLOR 1 00'A1 EAST ELEVATION R RELIEVING T.O.M. @ RECEIVING 19' - 4" F.F. of -off rA3 A-11 A-11 48'-8" METAL COPING CAP COLOR 2 ii COLOR 1 MEN 401-011 111011111 T.O.M. @ RECEIVING 19'-4 CONNECT GUTTER d. Vill" co mmmmmmi rm- W T tip =NMI m Z �Z 9'-4" LO CID Ln T7 z itkj;,� khk �h��k% �hkO�. �kdk� th k �h, m CO K�Al CD ME 101 MENNEN MEMMEM A-14 c0i m 106A MMIIENNE F PON 001=1 INS! ci L HM DOOR AND F�ME SCUPPER BOX & DS PAINT COLOR 1 00'A1 EAST ELEVATION R RELIEVING T.O.M. @ RECEIVING 19' - 4" F.F. of -off rA3 A-11 A-11 48'-8" METAL COPING CAP COLOR 2 ii COLOR 1 401-011 T.O.M. @ RECEIVING 19'-4 CONNECT GUTTER d. Vill" co W TO DOWNSPOUT PAINT COLOR 3, W T tip � a LU o Z �Z 9'-4" LO CID Ln T7 z itkj;,� khk �h��k% �hkO�. �kdk� th k �h, m CO K�Al CD 91 off 4- 9" A-14 c0i 106A F X I uuk, k F.F. � 0'-0 TRASH ENCLOSURE Al 4- DOCK RAMP �-1 3 HM DOOR AND FRAME 4- On PAINT COLOR 1 COILING DOOR 101-811 Al PROVIDE SMOOTH FACE CMU AT SURROUND L A-13 AROUND COILING DOOR. COORDINATE W1 MFGR NORTH ELEVATION RELIEVING 1/8" = V-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" I r.o. PARAPET 311-011 T.O.M 2V- 0 T.O.M. @ RECEIVING 191-411 T.O. PARAPET 0TJr T. 0. M 261-099 T.O.M. @ RECEIVING DOPY AND 19, 4 DLOR 3 CANOPY BOTTOM 12'_ Ov, F -F 7- of - 0" �PZt� C_ n P� �� -.ter u -c - Robertson I Sherwood I Architects Pc 132 EAST BROADWAY, SUITE 541f, EUGENE, OREGON 97401 541-342-8077 www.robertsonsherwood.com MARK DATE DESCQIPTAINC_ ' S IT EP FINAL JUN 2016 planner: 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'x36* 1 01 tq Me v ELEVATIONS r Lu uj d. co W 0 W T tip � a LU o Z �Z LO CID Ln rx a. Lu m CO MARK DATE DESCQIPTAINC_ ' S IT EP FINAL JUN 2016 planner: 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'x36* 1 01 tq Me v ELEVATIONS r I B 3 C/011 TOCATCPI MI VLA/!1/ll"1 AT 4 rc'i*** SOUTHWEST ELEVATION 1/8" = 1'-0" ).PARAPET 31 - — T.O. M�; 261-011 'Y BOOM - — 12' -off e� WEST ELEVATION A -4 -SR % 1/8" = 1'-0" cc cc E EXTERIOR PAINT SCHEDULE r� 1. SHERWIN WILLIAMS SW 7534 "OUTERBANKS E 2. SHERWIN WILLIAMS SW 2213 "SAHARA SAND" 0 3. GLIDDEN PAINT (OR MATCH)1029 "FORREST GREEN" O U 2 O U� U 03 03 ca U w E U O _o W m U N Q' W ly W _Q N CO Q 0 N N FiL,6 copy 5 T.O. PARAPET 31'-0" — T.O. 26' 0" CANOPY BOTTOM_ 121-0" ate%' Robertson I Sherwood Architects pc 132 EAST BROADWAY, SUITE 541f OREGON 97401 541-342-8077 www.robertsonsherwood.com METAL COPING CAP W Lu MATCH COLOR 2 Q W 06 >_� O > d W J � HLV z 4" SMOOTH CMU COLOR 2 C7'- Q L t� z a TOP OF CANOPY LO iR W 00 (WHERE OCCURS) M a SPLIT FACE CMU COLOR 2 MARK DATE DESCRIPTION 2' - 0" SMOOTH CMU COLOR 2 N SPLIT FACE CMU COLOR 2 2'- 0" SMOOTH CMU COLOR 2 AiN 20 CMU SILL COLOR 2 .. n 2'- 0" SMOOTH CMU COLOR 2 planner 4 I �SPLIT FACE CMU "COLOR 2 ISSUE DATE: 11 JANUARY 2015 2'- 0" SMOOTH CMU COLOR 2 ISSUE: SITE PLAN REVIEW SPLIT FACE CMU COLOR 2 PROJECT NO: 1518 4" SMOOTH CMU COLOR 2 4" SPLIT FACE CMU COLOR 2 DRAWN BY: MEB SMOOTH CMU COLOR 2 + 4" SPLIT FACE CMU COLOR 2 CHECKED BY: JMR 4" SMOOTH CMU COLOR 2 CMU SILL COLOR 1 © ROBERTSON I SHERWOOD I ARCHITECTS PC 2015 ORIGINAL SHEET SIZE: 24"x36" 'j ` ' I `` I I I �I I j 4' - 0" SPLIT FACE CMU COLOR 1 EXTERIOR ;ELEVATIONS tU . p n Z A5 TYPICAL CMU PATTERN 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 W/ 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 W/ 1 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 W1 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 W1 1 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 W/ 1 LAYER 5/8" GYP BD SALES FLOOR SIDE. F. FREEZER/COOLER WALL BY HUSSMANN (NIC) T.O.m UPPER JOIST TOP TRACK BEARING —LOWER JOIST— T.(221- 811 BEARING RECEIVING I — ��_F I — —1 — — __ _RECEI ��—_20 off — — — — — — — — — — — — — —I — — — — — — — — — — 5/8" CDX PLYWOOD 191-411 INTERMEDIATE TRACK 3625S125 - 30 METAL STUD 6" METAL STUDS @ 16" OC 1 @ BOTTOM CHORD CONTINUOUS AT MIDPOINT 18 GA W/ 2" FLANGES '3625125-30 MTL STUDS 36255125 - 30 METAL STUD BRACING AT 124" OC W/ 5/8" GYP BD EA BAR JOIST (6'- 0" OC PERP. TO JOISTS) CANOPY B0170M ATTACH EA END W1 (2) #12 TEK SCREWS 121-011 CONT. 2"x2"x18 GA STL ANGLE I �' I C5 AT MID -SPAN. ATTACH TO EA rA4N FROZEN A-13 STUD W/ (2) #10 TEK SCREWS FOOD / ICE WALL FILE - A-11 1 NASSEMBLY, CREAM WOOD PLANKING SUPPLIED, MERCHANDISE REFER TO 102 INSTALLED, & FINISHED BY FREEZER/COOLER VENDER FLOOR PLAN F.F. t -moo 77 -0o�o A,) 10 0 0 ��y iii iii i� ;� ;� i� II# i� iii ii�_i� ► ► II r7 C ter— I H4nPOff 4_� k Off Ifl III III III_ -4 III III III III III III — III III LII III III III III III III III III IIi III IIf dl III i31 I II III III III III III II 1't't— rtll III II REINFORCED CONCRETE WEARING SLAB OVER RIGID INSULATION (C&C FURNISHED. GC INSTALLED) OVER VAPOR BARRIER OVER 5" REINFORCED CONCRETE SLAB. REFER TO STRUCTURAL BUILDING SECTION 2 A -5 -SR 1 1/8" = 1'-0" 5 B A B AIR COOLED CONDENSER REFER TO REFRIG 36255125 - 30 METAL STUD Al CONTINUOUS AT MIDPOINT B4 Sim A-15 INTERMEDIATE TRACK @ BOTTOM CHORD T.0 M ACCESS LADDER AND 26 LOWER JOIST 3625S125 - 30 METAL STUD BRACING AT "_0 OC PERP. TO JOISTS) D4 3'-0" X 3'-0" ROOF EA BAR JOIST (6 - 0 BEARING A3 HATCHt ATTACH EA END W1 (2) #12 TEK SCREWS UPPER JOIST A-15 20 -011 A3 T.O.M. @ A-10 RECEIVING 3625125 -30 MTL STUDS METAL CANOPY AND 19 4 24" OC W/ 5/8" GYP BD GUTTER COLOR 3 CONT. 2"x2"x18 GA STL ANGLE CANOPY BOTTOM AT MID -SPAN. ATTACH TO EA I ff C5 STUD W1 (2) #10 TEK SCREWS 12 O A-13 CD METAL SOFFIT PANEL O �— METAL CANOPY FRAMING Ca MERCHANDISE .EI �- �l F-1 _67-1 E FF bI U0 bubu 0 U -b b !0 Qb Qb b 717:�JO UO 7�765 777 7 �77 1�17 70 Uo "jo 0 0 Uo 16 7 01- 1 __`�11 0 - T T' 2 H cn 1 ca cc A E 0 0 (D (a E Al BUILDING SECTION 1 ri �-SR 1/8" 1 0-011 N N (0 O ON Robertson I Sherwood I Architects pc 132 EAST BROADWAY, SUITE 544 EUGENE, OREGON 97401 541-342-8077 www.robertsonsherwood.com (PN issue DATE: 11 JANUARY 2015 ISSUE: SITE PLAN REVIEW OODOLI PROJECT NO: 1518 DRAWN BY: MEB Cf_Nr UvG CHECKED BY: JMR - R'Lxec en' v em, JAN 2 2010"' -AW @ ROBERTSON I SHERWOOD I ARCHITECTS PC 2015 ORIGINAL SHEET SIZE: 24'06" BUILDING SECTIONS D C B R 1 4. 1 2 2 2' radius blockout for bok (Both erlwls) I 14 a, 1, L4 5shown T, T blockout UE; #4 stirrup Z- '011 bar eacend see efev. view h. _5 Iyuspacing each. end ection joint 'Ir - I C\1 U VA" _7 77-11Z 2" W: Center of barrier Scupper INSERT tWh each end en reqd.) i Y%�r rari Lq N- Qnn IMQr-MT A'� I 10vertap rau. ... ...... . 41 % IZ-7'� rad. cri blo0o x 10. Jor bait center joint to 1 x 301: Barrier End. Bolt out 13 (SOM lack tenter jol-tit T BOLT DETAILS #4Stirrup T y dia.. holes (When req d,}. Fillet. weld nut -to HOLE DETAIL 1 E4 Finish flush with non -shrinking r ut, I �7 bottom of naf1`irg0pil: I 4 5 W r, npv Fly 'n I PZI��e-O�o��l vi E�5i-t�i PU`t�1 R-� L D ce Ived JAN! 12 2016 ISSUE DATE: 11 JANUARY 2015 ISSUE: SITE PLAN REVIEW PROJECT NO: 1518 DRAWN BY: MEB CHECKED BY: MEB @ ROBERTSON I SHERWOOD I ARCHITECTS PC 2015 ORIGINAL SHEET SIZE: 24'x36' • C A PLANTING LEGEND DECIDUOUS TREES 0 CONIFER TREES 104 E" e1% -r rnr_r rr1 F 1. SEE SHEET AND IRRIGATII 2. SEE CIVIL D GRADING, DE7 1 2 PERENNIALS SEDGE (CAD, CAO) 1 NYS 3 4 PLANT SCHEDULE KEY I QTY. BOTANICAL NAME COMMON NAME MIN. SIZE COMMENTS TREES ACRO 14 Acer rubrum 'October Glory' October Glory Maple 2" cal. Matching, limbed up to approx. 6 ft. CEC 1 Cercis canadensis Eastern 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. SHRUBS CIC 42 Cistus x corbariensis White Rockrose 5 gal matching, full EUAC 8 Euonymus alata'Compacta' Compact Burning Bush 5 gal matching, full NAFP 42 Nandina domestica 'Fire Power Fire Power Nandina 2 gal. matching, full PLO 72 Prunus laurocerasus'Otto Luyken' Otto Luyken English Laurel 5 gal. matching, full RHU 7 Rhododendron 'Unique' Unique Rhododendron 5 gal. matching, full SPGM 15 Spiraea japonica'Goldmound' Goldmound Spiraea 3 gal. matching, full VID 49 Viburnum davidii David Viburnum 3 gal. matching, full VIPT 4 Viburnum plicatum tomentosum Double File Viburnum 5 gal. matching, full 3 AND PERENNIALS tostaphylos uva-ursi Kinnikinnick 1 gal matching, full cissus 'King Alfred' King Alfred Daffodil bulb large inisetum alopercuroides'Hameln' Hameln Fountain Grass 1 gal. matching, full nus laurocerasus 'Mount Vernon' Mount Vernon Laurel 1 gal. matching, full Ibeckia fulgida 'Goldsturm' Goldsturm Black -Eyed Susan 1 gal. 15" O.C. )us calycinoides 'Emerald Carpet' Emerald Carpet Rubus 4" pots matching, full PLANT SCHEDULE - RAIN GARDEN #1 319 SF )TANICAL NAME COMMON NAME MIN. SIZE I COMMENTS WIRED sa sylvatica Black Tupelo 1.5" cal. I Matching, full, B&B IS - 6 REQUIRED Ionia auquifolium Oregon Grape 3 gal. matching, full -aea douglasii Western spiraea 3 gal. matching, full �S / LARGE GRASS -LIKE PLANTS - 12 REQUIRED nus sericea'Kelseyi' Dwarf Redtwig Dogwood 11 gal. matching, full Ionia repens Creeping Mahonia 11 gal. matching, full .R ax densa I Dense Sedge 4" pot I matching, full PLANT SCHEDULE - RAIN GARDEN #2 800 SF WIRED sa sylvatica Black Tupelo 1.5" cal. Matching, full, B&B mnuspurshiana Cascara Buckthorn 1.5" cal. matching, Full IS - 16 REQUIRED ius sericea - Red -Osier Dogwood 3 gal. matching, full -ius sericea 'Alba' Alba Red -Osler Dogwood 3 gal. matching, full Ionia auquifolium Oregon Grape 3 gal. matching, full �s sanguineum Red flowering Currant 3 gal. matching, full aea douglasii Western spiraea 3 gal. matching, full S / LARGE GRASS -LIKE PLANTS - 32 REQUIRED ius sericea'Kelseyi' Dwarf Redtwig Dogwood 1 gal. matching, full ,us effusus Soft Rush 1 gal. matching, full :R ax densa Dense Sedge 4" pot matching, full ;x obnupta Slough Sedge 4" pot matching, full PLANT SCHEDULE - VEGETATED SWALE 2777 SF QUIRFD s rubra Red Alder 1.5" cal. Matching, inus latifolia Oregon Ash 1.5" cal. Matching, full, B&B V LVL I/-,% I {-V V V MILL - - - --""" "- GATEWAY STREET ADJACENT PAVING. 2 3 4 pus sericea'Alba' Alba Red -Osier Dogwood 3 gal. matching, full ius sericea'Isanti' Isanti Red -Osier Dogwood 3 gal. matching, full !s sanguineum Red flowering Currant 3 gal. matching, full aea douglasii Western spiraea 3 gal. matching, full S / LARGE GRASS -LIKE PLANTS - 110 REQUIRED us sericea 'Kelseyi' Dwarf Redtwig Dogwood 11 gal. matching, full :)nia repens Creeping Mahonia 11 gal. matching, full x densa Dense Sedge 4" pot matching, full x obnupta Slough Sedge 14" pot matching, full -:2 '"�-1C�NVg e1 .SAN 12 2010 t n SITE REVIEW ONLY - NOT FOR CONSTRUCTION LANDSCAPE PLAN 0 5 10 20 40 80 SCALE: 1 "=20'-0" NORTH 5 Robertson ( Sherwood ( ArchitectsPc 132 EAST BROADWAY, SUITE 540 EUGENE, OREGON 97401 541-342-8077 www.robertsonsherwood.com AQV 279 David J. Doug erty E --.q OREGON r \.J OREGON 4pE Ag DOUGHERTY LANDSCAPE ARCHITECTS 474 Willamette Street Suite 305 Eugene, Oregon 97401 P 541.683.5803 F 541.683.8183 www.DLAdesign.com >= z Iti W � a�ti= a o 0 � o 06ao ° ZW WU. LU v Z u'i Z (� Z V a0 U) 0 MARK DATE DESCRIPTION PROJECT NO: 1518 DRAWN BY: EP CHECKED BY: DJD C ROBERTSON I SHERWOOD I ARCHITECTS PC 2015 ORIGINAL SHEET SIZE: 2446" Landscape Plan L-1- SR IC C B 1 A � I 2 I 3 4 I 5 LANDSCAPE SPECIFICATIONS REMOVE ALL BINDINGS A. VERIFICATIONS E. PLANTING . 1. VERIFY LOCATION OF ALL UTILITIES AND PROTECT DURING CONSTRUCTION. 30,10.0. 1. SET PLANTS VERTICAL. 12" O.G. 10.4" 36" O.G. 2. REMOVE CONTAINERS. B. INSPECTIONS 48" O.C. 3. SET PLANTS IN PITS OR BEDS, PARTLY FILLED WITH PREPARED PLANT MIX, AT A MIN. OF 6" DEPTH UNDER EACH 1. NOTIFY LANDSCAPE ARCHITECT 48 HOURS IN ADVANCE OF ALL REQUIRED INSPECTIONS. 5PACINO PLANT. REMOVE BURLAP, ROPES AND WIRES FROM ROOT BALLS. 2. LAYOUT REVIEW: PRIOR TO INSTALLATION, PLACE PLANT MATERIAL PER PLAN. LAYOUT TO BE REVIEWED BY SCARIFIED SUB -GRADE 4. APPLY PLANTING TABLETS PER MANUFACTURER'S HIGH RATES. LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 6" CORRUGATED PIPE 5. BACKFILL SOIL MIXTURE AND COMPACT IN LAYERS. MAINTAIN PLANT MATERIAL IN VERTICAL POSITION. 3. SUBSTANTIAL COMPLETION REVIEW: TO OCCUR AT COMPLETION OF PLANTING. LANDSCAPE ARCHITECT WILL W WLL 6. SATURATE SOIL WITH WATER WHEN PIT OR BED IS HALF FULL WITH TOPSOIL AND AGAIN WHEN FULL. REVIEW ALL WORK OF THIS SECTION. FINISHED GRADE Z 4. FINAL COMPLETION: TO OCCUR AFTER ALL LANDSCAPE PUNCHLIST ITEMS ARE CORRECTED. F. LAWN C. PRODUCTS SPECIFICATIONS FOR 1. SEED TO BE 'JB SIGNATURE' FROM JB SOD, SEED AND HYDRO SEED. a DEPTH) 5CH. 80 NIPPLE 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, (5EE SHEET L-2 FOR LOGATION5) 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. G. MULCHING: MULCH ALL PLANT BEDS TO A MINIMUM DEPTH OF 3" WITHIN 24 HOURS OF PLANTING. TAPER MULCH 2. TOPSOIL AT RAIN GARDENS AND VEGETATED SWALE: CONSTRUCTED GROWING MEDIUM COMPRISING A MIXTURE OF TO 1" AT PAVING EDGES. MULCH SWALE BOTTOM WITH 1" DEPTH PEA GRAVEL. MULCH SWALE SIDE SLOPES WITH SAND, NATIVE SOIL, LOAM, AND COMPOST. THE FOC IN THE CONSTRUCTED MEDIUM MUST BE A MINIMUM OF 0.20 (I.E., 40-50%) ORGANIC MATTER. 3" DEPTH FIR BARK MULCH. 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. PVC, MAINLINE 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. 5PEGIFIED DRAIN VALVE RESPONSIBLE FOR DEFECTS CAUSED BY VANDALISM. 5. PLANTING TABLETS: SCOTT'S AGRIFORM FERTILIZER TABLETS. ELL DOWN 1 -INCH GONDIIT AND 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. - IN5TAL.L (1) 6" 50HEDULE 40 P.V.C. AND (1) 2" 2. IRRIGATION DISTRIBUTION COVERAGE WILL BE HEAD TO HEAD. 5CHEDULE 40 P.V.G. 5LEEVE AT EACH LOCATION. 3. SEPARATE ZONES WILL BE PROVIDED FOR SEEDED AND SHRUB AREAS. 7. ACCESSORIES 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. 13. LATERAL LINE PIPING TO BE CLASS 200 PVC. PARKING LOT ISLANDS. 14. SLEEVES TO BE SCHEDULE 40 PVC. ALL PIPING BENEATH PAVED SURFACES TO BE IN SLEEVING. 2. TILL SUBGRADE THOROUGHLY TO A DEPTH OF 8" MINIMUM PRIOR TO PLACEMENT OF TOPSOIL. 15. MINIMUM PIPE SIZE TO BE 3/4". PLACE 18" MINIMUM OF TOPSOIL OVER TILLED SUBGRADE 24" AT PARKING LOT ISLANDS). ADD 3" OF ORGANIC 16. 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. 18. CONTRACTOR TO VERIFY SLEEVING AS IS SUFFICIENT TO INSTALL SYSTEM INCLUDING SPARE WIRES. CONTRACTOR RESPONSIBLE LAWN AREAS 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 rINISHED 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 EDGE OF PLANT BED N O J 5PAUN6 V' SPACING "D" ROW "A" SPACING "D" ROYSI "A" PLAN NT5 POP-UP SPRAY SPRINKLER FINISH &RADE/TOP OF MULCH SPIRAL BARB ELBOW, RAIN BIRD 5BE MODEL OR APPROVED 5WIN& PIPE, 15 -INCH MINIMUM LENGTH: RAIN BIRD 5PX 5PIRAL BARB ELBOW, RAIN BIRD 55E MODEL OR APPROVED PVC LATERAL PIPE PVC 50H 40 TEE OR ELL MARLEX STREET ELL FLUSH MOUNTED POP-UP SPRAY NOZZLE SPRINKLER SECTION SCALE: 1-1/2" = 1'-0" REMOVE ALL BINDINGS 5.2" 24" O.G. 20.8" 9" O.G. -.8" 30,10.0. 26.0" 12" O.G. 10.4" 36" O.G. 30.0" 15" O.G. 13.0" 48" O.C. 41.5" &ROUNOCOVER 5PACINO DIAGRAM PLAN NT5 POP-UP SPRAY SPRINKLER FINISH &RADE/TOP OF MULCH SPIRAL BARB ELBOW, RAIN BIRD 5BE MODEL OR APPROVED 5WIN& PIPE, 15 -INCH MINIMUM LENGTH: RAIN BIRD 5PX 5PIRAL BARB ELBOW, RAIN BIRD 55E MODEL OR APPROVED PVC LATERAL PIPE PVC 50H 40 TEE OR ELL MARLEX STREET ELL FLUSH MOUNTED POP-UP SPRAY NOZZLE SPRINKLER SECTION SCALE: 1-1/2" = 1'-0" NOTE: 5EE GRADING PLAN FOR PLANT BED BOIL LEVELS. 2 PLANT BED EDGE AT PAVEMENT kl.L SECTION SCALE: 1" = 1'-0" WATER PROOF CONNECTION 30 -INCH LINEAR LENGTH OF WIRE, COILED IP TAG - GHRI5TY'S ID-5TD-Y1 VALVE BOX WITH LOCKING COVER: 12 -INCH SIZE, BROWN LIDS IN PLANT BED5, GREEN LID5 AT LAWN5 FINISH &RADE/TOP OF MULCH REMOTE CONTROL VALVE: RAIN BIRD FEB -PRS -D PVC 5CH SO NIPPLE NIBCO T-113 GATE VALVE PVC 5CH 80 ELL PVC 5CH 80 NIPPLE (LENGTH A5 REQUIRED) PVC 5GH 40 TEE OR ELL PVC, MAINLINE PIPE APPROVED FILTER FABRIC AT ALL OPENIN65 OR HOLE5 INVERTED VALVE BOX SUMP WITH LID; FASTEN BOXE5 TOGETHER W/ 55 SHEET METAL 50REY15 (6 PER BOX MIN.) PVC LATERAL PIPE AN OLE TO 5PEGIFIED DEPTH 5AND BA5E VALVE BOX LID AUTOMATIC CONTROL VALVE SECTION 5CALE: 1" = V-0" REMOVE ALL BINDINGS AND BURLAP FROM o� Q _ tS 7- PLANTING 501L Y%TH II III zNr 1-) I COMPACTED TOP501L V (BELOW ROOT BALLS ONLY) ,7 SCARIFIED SUB -GRADE 06 to � 6" CORRUGATED PIPE 7 - MULCH TAPERS TO 1" MULCH W WLL AT SIDEWALK m FINISHED GRADE Z t' cfJ PLANTING SOIL (5EE - SPECIFICATIONS FOR z a DEPTH) 5CH. 80 NIPPLE NOTE: 5EE GRADING PLAN FOR PLANT BED BOIL LEVELS. 2 PLANT BED EDGE AT PAVEMENT kl.L SECTION SCALE: 1" = 1'-0" WATER PROOF CONNECTION 30 -INCH LINEAR LENGTH OF WIRE, COILED IP TAG - GHRI5TY'S ID-5TD-Y1 VALVE BOX WITH LOCKING COVER: 12 -INCH SIZE, BROWN LIDS IN PLANT BED5, GREEN LID5 AT LAWN5 FINISH &RADE/TOP OF MULCH REMOTE CONTROL VALVE: RAIN BIRD FEB -PRS -D PVC 5CH SO NIPPLE NIBCO T-113 GATE VALVE PVC 5CH 80 ELL PVC 5CH 80 NIPPLE (LENGTH A5 REQUIRED) PVC 5GH 40 TEE OR ELL PVC, MAINLINE PIPE APPROVED FILTER FABRIC AT ALL OPENIN65 OR HOLE5 INVERTED VALVE BOX SUMP WITH LID; FASTEN BOXE5 TOGETHER W/ 55 SHEET METAL 50REY15 (6 PER BOX MIN.) PVC LATERAL PIPE AN OLE TO 5PEGIFIED DEPTH 5AND BA5E VALVE BOX LID AUTOMATIC CONTROL VALVE SECTION 5CALE: 1" = V-0" V !�I < U at 2 X ROOTBALL D ET1~R -MIN. I, MARK NORTH 51PE OF TREE AT NURSERY. ROTATE TREE TO FACE NORTH WHEN PLANTING. TYPICAL. SHRUB PLANTIN 4 TREE PLANTING AT PARKIN& AREAS 20) SECTION 5CALE: 1/2" = 1'-0" L-2 SECTION ILDING AALL--) NOTE GUY WIRE TAKE5 A5 5PEGIFIED - EVENLY 5PACED (2) EACH ORNAMENTAL/CONIFER TREE (3) EACH 5HADE TREE REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL MULCH A5 SPECIFIED (2" CLEAR AT TRUNK) CONCRETE WALK OR CURB PLANTING SOIL 5UB GRADE COMPACTED TOPSOIL (BELOW ROOT BALLS ONLY) SCALE: 1/2" = 1'-0" FIN15H GRADE REMOVE ALL BINDINGS AND BURLAP FROM ENTIRE ROOT BALL MULCH A5 5PEGIFIED (2" CLEAR AT TRUNK) PLANTING 501L Y%TH II III 5PEGIFIED FERTILIZER AND AM MENT5 1-) I COMPACTED TOP501L V (BELOW ROOT BALLS ONLY) ,7 SCARIFIED SUB -GRADE V !�I < U at 2 X ROOTBALL D ET1~R -MIN. I, MARK NORTH 51PE OF TREE AT NURSERY. ROTATE TREE TO FACE NORTH WHEN PLANTING. TYPICAL. SHRUB PLANTIN 4 TREE PLANTING AT PARKIN& AREAS 20) SECTION 5CALE: 1/2" = 1'-0" L-2 SECTION ILDING AALL--) NOTE GUY WIRE TAKE5 A5 5PEGIFIED - EVENLY 5PACED (2) EACH ORNAMENTAL/CONIFER TREE (3) EACH 5HADE TREE REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL MULCH A5 SPECIFIED (2" CLEAR AT TRUNK) CONCRETE WALK OR CURB PLANTING SOIL 5UB GRADE COMPACTED TOPSOIL (BELOW ROOT BALLS ONLY) SCALE: 1/2" = 1'-0" FIN15H GRADE Robertson ( Sherwood I Architectsm 132 EAST BROADWAY, SUITE 540 EUGENE, OREGON 97401 541-342-8077 www.robeftsonsherwood.com 279 �� r David J. Dougherty E ---q OREGON 4� �pE xv DOUGHERTY LANDSCAPE ARCHITECTS 474 Willamette Street Suite 305 Eugene, Oregon 97401 P 541.683.5803 F 541.683.8183 www.DLAdesign.com ADJACENT PAVINO 10" ROUND VALVE BOX z WITH LOCKING LID a � Q SPECIFIED CONTROLLER: V z O o� O o 06 STRUCTURAL FILL 6" CORRUGATED PIPE z 0 W WLL lxse BACKFILL TRENCH YNITH 5AND i SUPPORT BRICKS, (3) PER Z t' OR TOP501L A5 SPECIFIED BOX MIN. - z - z IRRIGATION 5LEEVE 5CH. 80 NIPPLE • O U (5EE SHEET L-2 FOR LOGATION5) COMPACTED 5UBGRADE 5CH.40 PVC TEE CONDUIT -5tZE AB 5PEGIFIED u GTION BOX 15" PVC, MAINLINE °RE5 TO =OTE CONTROL NOTE: - EXTEND 5LEIVE5 4" BEYOND PAVEMENT EDGE5. 5PEGIFIED DRAIN VALVE VALVES - IN5TALL 1X2 RED -TDP, WOOD, LOCATION STAKES ELL DOWN 1 -INCH GONDIIT AND 0 FACE OF WALK OR CURB @ BOTH ENDS OF ALL FITTINGS TO POWER SUPPLY IRRIGATION 5LEEVE5. HOLD DOWN 1" BELOW TOP OF CURB OR WALK. 1 GU.FT. DRAIN ROCK GO IT AND FITTIN65: - IN5TAL.L (1) 6" 50HEDULE 40 P.V.C. AND (1) 2" WITH FILTER FABRIC, UNDER &ROUND: PLASTIC, CLA55 III, FEVERAL SPECIFICATION W -C, 10 4. 5CHEDULE 40 P.V.G. 5LEEVE AT EACH LOCATION. SURROUND ABOVE &ROUND: ALUMI *U�M, FEDERAL 5PECIF- ATION W01-6-540. AUTOMATIC' CONTROLLER. IRRI&ATION5LEEVIN6 MANUAL MAIN LINE DRAIN VALVE ELEVATION 1„ = 1`-O" L2 , SECTION SCALE: 1/2" = 1,_0" L-2 SECTION SCALE: 1.. = 1._0.. Robertson ( Sherwood I Architectsm 132 EAST BROADWAY, SUITE 540 EUGENE, OREGON 97401 541-342-8077 www.robeftsonsherwood.com 279 �� r David J. Dougherty E ---q OREGON 4� �pE xv DOUGHERTY LANDSCAPE ARCHITECTS 474 Willamette Street Suite 305 Eugene, Oregon 97401 P 541.683.5803 F 541.683.8183 www.DLAdesign.com MARK DATE DESCRIPTION z W a � Q ti V z O o� O o 06 a O o z 0 W WLL W H V Z t' H Q - z - z O ate. U) O U MARK DATE DESCRIPTION 8 January 2016 SITE REVIEW PROJECT NO: 1518 DRAWN BY: EP CHECKED BY: DJD C ROBERTSON I SHERWOOD I ARCHITECTS PC 2015 ORIGINAL SHEET SIZE: 24*)W Landscape Details ;,,,,?e iar L 3"1.. 0 F fl 3¢m `QTS'" w 1 2 20161 2 LANDSCAPE AND IRRIGATION SPECIFICATIONS AND DETAILSm ma m 1 2 3 4 5 ISSUE DATE: ISSUE: 8 January 2016 SITE REVIEW PROJECT NO: 1518 DRAWN BY: EP CHECKED BY: DJD C ROBERTSON I SHERWOOD I ARCHITECTS PC 2015 ORIGINAL SHEET SIZE: 24*)W Landscape Details ;,,,,?e iar L 3"1.. 0 F fl 3¢m `QTS'" w 1 2 20161 2 LANDSCAPE AND IRRIGATION SPECIFICATIONS AND DETAILSm ma m 1 2 3 4 5 LIGHT FIXTURE SCHEDULE -- SITE TYPE I DESCRIPTION I MANUFACTURER LAMP VOLTAGE FINISH MOUNTING A FIXTURE HEAD &POLE (LED) LITHONIA - #KAD-LED-30C-1000-40K-R3-MVOLT-SPD04-DDBXD-KADLED HS -60C -U / #SSS -22 -4C -DDB LED 120 VOLT DB I 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 LUG IN POLE BASE WITH #6 BARE COPPER GROUNDING WIRE ,, :. �: :r :1 It.; -:1.0 0 i Co s N . ?"lle'll I �M ;. .. 11 ANCHOR BOLTS TO BE GALVANIZED FULL LENGTH, WITH 4 PROJECTION BOLT O EACH FURNISH AND MIN. 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U-) Z (/) o � < T- ,j)(0) FINAL SITE „AP JUN ' -'-I ZI 0 l 1 planner SITE LIGHTING & POWER PLAN PROJECT # 1075 DRAWN ,1p CHECKED JP DATE 12.23.15 SHEET � O ■ 11411\ US 7�volt SA N MH SIGN RIA4=4J2.,9 POST =4JO,*"�' LU, US ND LtFt SA N MH xONL SIG RIM=4J2.91 FL 42J. 9 SA N MH RIU=4J4.07 T" FL=99 IN SAN LIFT STA s FL 4. CURB INLET TC=4JJ. 14 Mlm 12" FL=429.64 A oe oor am ll;'�; Mr. g 1000, '00op V4 igio .00e pe, 0/1 A SET K mfv loor OL POINT CURB INLET PK", IL IN WALK ORIN V,= 4 J, TC=4JJ. 65 EL 5 7J T -.V Ile 12- FL=4JO.65 BUMBVG FM=435.19 s 'oe AAl 1 C �3) YIE Q A PARKING SIGN ". NR, IN S TA4 MH HE4 T PUMP RIM=4JJ.59 12- FL (SE)=425.8 'N 21 FL (NW)=425. 0 lo, 'g sm M, mi"pgga f . ........... 4 c� H 'A A Vx STA4 MH RIM= 4JJ. 60 BUS STOP 10" FL (NE/SW)=428.8J 12- FL (NW)=428-7J STU GUTTER INLET T 44UST GRATE=4JJ.27 RIGH SIGN 10" FL (N)=429.J2 ASSESSOR MAP 17-0j- 15 -JJ, TAX LOT 800 m N& Ml��' k0l", WF� W, TL 900 ........ ... - ..... . . . . . . TGP LLC 3555 GATEWAY ST SAN LIFT STA POINT PK WA =4 6.46 S 4 N v- TL 700 (17-03-15-30) MO&MM-GAT"AY BUSIWSS PARIC LLC 909 MERNA770NAL WAY IRON REBAR FND 518" IRON REBAR LOW PLASTIC CAP "STEMY LS 715" STU CATCH BASIN GRATE=4J2.12 6" FL (S)=4Jl. 1 --STkf AREA DRAIN GRATE=4J2.72 6" FL (N)=4J1.07 - STM 4f-a--(-5)j=�4Jl.04----- - STU MH RIA4=4JJ. 15 10 " FL = 428.2 rM 40 0 40 80 SCALE IN FEET F- U) U) 72 T S TY MH RIM= 4JO. J9 J6" FL=42J. 17 S TY MH RIM=4JJ. 48 IL AND J6" STM SET BY LA FL=42J.48 C J6" FL(NIS)=424.48 SJ9 '00' 0 m N& Ml��' k0l", WF� W, TL 900 ........ ... - ..... . . . . . . TGP LLC 3555 GATEWAY ST SAN LIFT STA POINT PK WA =4 6.46 S 4 N v- TL 700 (17-03-15-30) MO&MM-GAT"AY BUSIWSS PARIC LLC 909 MERNA770NAL WAY IRON REBAR FND 518" IRON REBAR LOW PLASTIC CAP "STEMY LS 715" STU CATCH BASIN GRATE=4J2.12 6" FL (S)=4Jl. 1 --STkf AREA DRAIN GRATE=4J2.72 6" FL (N)=4J1.07 - STM 4f-a--(-5)j=�4Jl.04----- - STU MH RIA4=4JJ. 15 10 " FL = 428.2 rM 40 0 40 80 SCALE IN FEET F- U) U) Doo 01-1 lv� v I D'L�', b-,", a'e �F-.4,,cmceiverl"". JAN 11 2 2016, 0 z CIQ Z > Z Rill z z z co co '1144 Z CQ L**- rn PCIV z k ON04 tkoo g4 pa 04 z pa to Q) z m m L;j 0 M 0 !R F- LLJ LLj Ld LLI z Z �,e L;j (2) F- V) 0 < Li -i Q- (f) 0 C) CL LL - Z :z 0 �2 2 cr- Q) < Z LLJ 00 LLJ "x 0) LWLI > z V-0 %-) LLJ 0 00 !e) o(o 00 Z�l ::D Ld C-4 LLI uj 04 Ld I I q W 0 C) 0 LAJ ry C) z INAL SITE P1 JUM L 2016 janner. SHEET of ?5 72 S TY MH RIM=4JJ. 48 18" FL(W)=425.58 J6" FL(NIS)=424.48 im STM -STM STM STM si S TM MH SAN RIM=4JJ.20 MH RliW=4JJ.JO 12" FL=426.05 8"* FL(W)=4J0.05 8" FL(E)=4J0.05 8" FL(N)=429.95 8" FL(S)=429.97(OUT) Doo 01-1 lv� v I D'L�', b-,", a'e �F-.4,,cmceiverl"". JAN 11 2 2016, 0 z CIQ Z > Z Rill z z z co co '1144 Z CQ L**- rn PCIV z k ON04 tkoo g4 pa 04 z pa to Q) z m m L;j 0 M 0 !R F- LLJ LLj Ld LLI z Z �,e L;j (2) F- V) 0 < Li -i Q- (f) 0 C) CL LL - Z :z 0 �2 2 cr- Q) < Z LLJ 00 LLJ "x 0) LWLI > z V-0 %-) LLJ 0 00 !e) o(o 00 Z�l ::D Ld C-4 LLI uj 04 Ld I I q W 0 C) 0 LAJ ry C) z INAL SITE P1 JUM L 2016 janner. SHEET of ?5 r \ \ Vie, 4: \ �.\ \ \, \ \ \ r \ \ r \ \ \ \ O\\ \,\ 43 . GRAT =433.68 t G ATE=4 -3.4�} \ \ \ 6 FL 430.93 430 \ \ 6 FL=430 ' 1 \ \ \ \ \ \'' ` '` \ ROIDE 6" NOCK \ \ \:..:.r LF~ %V 0: .\ OUT, IN CURB AT 48 S0.92,x° \ Sr TREA TMEv AREA=1;988 SF RAIN GARDEN /I O \ 0 \ F 5l TREArEI T AREA#=5 2,20 SF RAIN GARDEN J2 d \ \\ V:1 \ \ \ MSL NSI'' PAVMMff AM 47,M Mr \ \\ \MW PA"Wff W B9 2MAM (BM -1) 4751 4W PA {� GAJ ) = 1 , \ 4 . F 2 LF 48 AgDJW \ \ \.. \ G Pd � mr car 5: \ \ 2VUL PAMON 00 N WMW sw, AM V \ \ O\\ \ PJ ro .4 SVSTni 4, \VARrATAD -s CAPA 33*&w tr rrfr►rl���r��ftr�t roltis A 4b GRA T5-430.78 6" FL 429. �3 \ O \ CANOPY AaIN4 43 40 FL 433. 6 64 LF \ \ ROOF ANN 28*494 V \ \ \ \\ \ i • \ \CAMPY DRAIN43 rm POP r 0,46 as ...._ t " FL=433 58 25 YZAR PRAK PLOW 0. VRAt :.=4U.1J!��J .,.. -...f' m..._, _ .. F�:.--431. .. - : " \\ \ \ X79 12 LF CA., t PY AIIV 43 ANOPY DRAIN \ \ O 0 _ \ \ 5-0.907 4 FL=433.30 43 \ 4 FL --43J 77 \ \ \ r ♦ i \ \ " CANOPY B 43 4 VAJYVPi D tIN 8 4 LF 0 \ y W \, 4 FL -433.0 " 5=42. \\ , , 77 SF \ \ \ \ 4 FL 433.46` `\ \ �, \ \ _ RASWALE N41 TE=433.69 FL -431.5\ \ . 412 " \ 0V LO_ =4 3,05 \ \' " - 430.70 51 6 FL= CAN'OP' DR41N 4* \ `\ \ .:.. . \ i +i. ♦ \ 4 FL=4.33.20 \\\OPY IN 43 100\ \ \ \ \ 4" FL --4 60 01 \` \ 479 146 LF`. \ r \ \ \ S=0.9010 \ \ . 1 =430. \\ \ \ N " FL IN( \ O.. r X, IN♦ \ \ rrr \ \ \\.., \ \ 177 LF 4 ik ` \ a i d \ " S= 1. \\ \ - \ \ 4,' (� yry S=O. . 0f9 434..E 4 Le tJ y 4J4. L4 G f 434.8 fr% \ \ 434, . 9 Gt1 J \ /^ r •:. � -\ � \\\ ' i hi' a' : \ \ � 434•89 4J4.441 Ou \ \ \ \ 4.25 t1 GU GRA , *432.77 0 \\\ :. 1 6 FL30.8 f fT8 GU 43 51 AC \\ \ \ \ \ GRADE -- BR \ 4 �\ \ .. , . A \\ \ 0:4 (EXISTIN 20 GU P \ \ A A A 11AG rGll/YIINYV t l!'.GV1s/-/yvvT PGZIMONG J°£ld4ffT 12016-0104,91 iSSESSOR hIAP 17-03-1 TAX LOT &0j ml Fr? 10" FL=429.83 IN 20 0 20 40 SCALA' IN FEET co b t9 _ 5 viol 48 CONSTRUCTION 1690TE} f 20Z REMOVE EXISTING .PIPE'. ok 20. REMOVE EVSTtNG DA H BASIN. 0-0 be i21 4 1 207. CUTS INTO alsnNG PIPE, PROVIDE 0 "X 10 *` TE'E WITH ALL S�0.657 REQ 10 FITTINGS: 20+x. CUT INTO EXISTING` CURB INLET. cob 251. CONST STD CLEANOUT` ON 4* PIPE, WITH STEEL COVER. 253. CONST S'TD OLEANBUr ON 6"' PIPE, WISH STEEL COV 'R. 3 255. 00N 'T STD CC.EA our AT END OF 10" PIPE, WITH CAST CQ ; ► 1 IRON COVE PROVIDE" MECHANICAL :PLUG. 326. CAP AND P .UC END OF PIPE` WITH MECHANICAL PLUG AND MARK WITH 2" X 4"' MARKER; BRING TRACER VIRE TO SURFACE. 400. CONST STD STORMWATER COLLECTION SYSEM MANHOLE w PROVIDE 6" N0 K PER DE "AlL SHEET C-6. 1.C4 �• 40:1. CONST SPECIAL STORMWATER QUALItY MANHOLE. CONTECH OUTS IN CURB AT O O.C. CDS 2015-4 PER DE 41L SHEET C-6.1. i 403. CONVECT TO EXISTING STOORMWATER PIPE. o > 412 COMST OUBLE" SUMP CATCH BASIN PER DETAIL C-6.1. • " _ 400 414. REGONSt EXISTING AREA DRAIN AS REQUIRED. z I 6 a IN ()-429«04 T �. n 415. CONS RENCI DRAIN WITH STEEL CRAKE. v .. 10 FL IN(»)= 29.04 - .. W 425. CONST RUK WELL BRAIN PER DESA{L SHEET C 6.1. to EL OUT (s)=4�8. 90, 430. CONT OVERFLOW BRAIN .STRUCTURE` PER DETAIL SHEET � � o_ � � a. 437. PROVIDE ROOF DRAIN HUB -UP CONNECTION. 443. CONST STD 4" DIA OUTLET STRUCTURE WlrH CRAVE. BEVEL OU.ET TO MATCH BANK SLOPE. + ;o 448. PROVIDE 10" X 6$' PVC TEE. 47. CONST 4" STORMWATER PIPE, ASTM D3Q34 RUBBER CASKET '~ JOINT WITH TRACER WIRE PER DETAIL SHEET C-6, 1. 480. CONT'TORMW 47 ER PIPE, ASTM D3034 RUBBER GASKET JOINT WITH TRACER WIRE PER DETAIL SHEET C-6: 1. 9 U, 481. CONST 10" STORUVAMR PIP& ASTM D3034 RUBBER S=0.37` 481 GASKET JOINT WITH TRACER VIRE" PER DETAIL C-6.1. 501. CONST /EGETAIED SWALE PER DETAIL SHEET C-3.1 AND LANDSCAPE PLAN L- I. SIZING PER STORMWATER 19" �f,, Q' ' O ° 448 lAl i GEMENT REPORT,, BY CAPITAL ENGINE ''RING & �"r., 0 CONST FIN A U DAI ED FEPRIJARY' 3, 2016. _ to `. 502. CONS N RAN GARDEN PER DETAIL SHEET C-3.1 Y �' AND LANDSCAPE PLAN L-1. CONTECH -4 TEC CDS X015 RI1=433.73 40 6* F4 IN() =42896 10" FL IN(N)=428.63 10" FL OUT(S)= 42`.58 z 26 10' WIDE PVT STORld SEWER EASEMENT 63 LF REC '� 2116--0 8896 .COOR =0 6,5,E 1 Robertson I Sherwood Architects 132 EASE' BROADWAY, SMITE 54( F-UG`ENE, ORIEGON 97401 54'1.342-80°x7 Az� wwwjrobertsonsheCwood.com STrl = ------ SN...... SU �I IM=433.1 10*v FL 0UT"(E, 48. 0 STEM CONSTRUCTION PLAN SENET Oil "m"3