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HomeMy WebLinkAboutPlan, Final APPLICANT 8/29/2016ABBREVIATIONS: BLDG BUILDING 1. DO NOT SCALE DRAWINGS. USE DIMENSIONS. VERIFY ALL DIMENSIONS PRIOR CB CATCH BASIN FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN CMU CONCRETE MASONRY UNIT WALL CID CLEANOUT 800-332-2344.). COTG CLEANOUT TO GRADE RYAN SISSON, PE, FORD & ASSOCIATES, LLC. CR CRUSHED ROCK CONTRACTOR SHALL EXPOSE THE EXISTING PIPE OR MANHOLE TO CONFIRM THE EXIST, (EX) EXISTIN13, 1. ALL CONSTRUCTION AND, MATERIALS SHALL CONFORM TO THESE PLANS AND E EAST LLC WITHIN 24 HOURS. EC EDGE OF CONCRETE LATEST UNIFORM BUILDING CODE, OREGON* STRUCTURAL SPECIALTY CODE EP EDGE OF PAVEMENT PERFORMING INSTALLATION, TESTING, INSPECTION AND START-UP OF ALL ELEC. ELECTRIC 2. CONTRACTOR SHALL CONFIRM ALL ITEMS OF WORK NOT SHOWN ON. THE EX. EXISTING' 10. SITE WORK CONTRACTOR SHALL COORDINATE WORK WITH THE UTILITY FFE FINISH FLOOR ELEVATION FL FLOW UNE, GUTTER CABLE TV, AS NECESSARY. ELECTRICAL VAULT AND SITE, LIGHTING DESIGN FT FOOT E) 0 FIG FOOTING" EXISTING U11LI11ES AT CROSSINGS WITH NEW UTILITIES AND VERIFY VERTICAL AND HP HIGH POINT SUB -GRADE SURFACE SHALL BE LOWERED AT LEAST 12 INCHES, FABRIC SHALL LF LINEAR FEET 11. MAINTAIN A MINIMUM OF 3" SEPARATION BETWEEN NEW GAS & WATER AND MAX MIN ACCORDING TO THE GEOTECHNICAL REPORT.,IF THE SUB -GRADE STILL DOES NOT MIN MAX 6-1 N NORTH spEcincATIONS. UNDER CERTAIN, CONDITIONS AIN ALTERNATE, CONSTRUCTION, NIS NOT TO SCALE PVC POLYVINYL CHLORIDE RE: PIPES RED REDUCER ASSISTANCE BY LB OLSON & ASSOCIATES, LLC, NOVEMBER\DECEMBER, 2014. RD ROOF DRAIN LAND QRAINAI AN12 AL RATION PERMIT REQUIREMENTS. S SOUTH OR SLOPE PUBLIC STORM MANHOLE RIM ELEVATION 466.21, WHICH IS LOCATED SW OF SD STORM DRAIN MUST BE, APPROVED BY THE CITY OF SPRINGFIELD, OWNER'S REPRESENTATIVE, Ss SANITARY SEWER TO TOP OF CONCRETE TP TOP OF' PAVEMENT VLT VAULT W WEST in LEGEND EXIS"nNG NEW CHECK VALVE CLEAN-OUT CATCH BASIN SD STORM DRAIN -SD SAWCUT - - - - - - - - - BOUNDARY CONCRETE CURB CONTOUR 4 NOTES. GENERAL- 7. ATTENTION: OREGON LAW REQUIRES THE CONTRACTOR TO FOLLOW RULES 1. DO NOT SCALE DRAWINGS. USE DIMENSIONS. VERIFY ALL DIMENSIONS PRIOR ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET TRACTOR SHALL NOTIFY ENGINEER WITHIN 24 TO BEGINNING CONSTRUCTION. CONTRACTOR FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN HOURS OF FINDING ANY DISCREPANCIES BETWEEN PLANS AND EXISTING COPIES OF THE RULES BY CALLING THE CENTER. (NOTE: THE TELEPHONE NUMBER CONDITIONS. FOR THE OREGON UTILITY NOTIFICATIONCENTER IS 503-232-1987 OR cla m U-) cq 00 M 800-332-2344.). 2. REFERENCES TO *ENGINEER" CONTAINED ON CIVIL PLANS HEREIN REFER TO L) RYAN SISSON, PE, FORD & ASSOCIATES, LLC. 8. WHERE CONNECTING TO AN. EXISTING PIPE OR MANHOLE, THE SITEWORK < CONTRACTOR SHALL EXPOSE THE EXISTING PIPE OR MANHOLE TO CONFIRM THE SITE: EXACT LOCATION AND ELEVATION BEFORE LAYING ANY NEW PIPE ON THAT 1. ALL CONSTRUCTION AND, MATERIALS SHALL CONFORM TO THESE PLANS AND SYSTEM. CONTRACTOR SHALL PROVIDE ELEVA11ON DATA TO FORD & ASSOCIATES, THE LATEST CITY OF SPRINGFIELD -AMENDED OREGON STANDARD SPECIFICATIONS LLC WITHIN 24 HOURS. FOR PUBLIC WORKS CONSTRUCTION, THE LATEST UNIFORM PLUMBING CODE, THE LATEST UNIFORM BUILDING CODE, OREGON* STRUCTURAL SPECIALTY CODE 9. CONTRACTOR SHALL CALL FORD & ASSOCIATES 72 HOURS PRIOR TO OTHER APP ILICABLE STANDARDS. PERFORMING INSTALLATION, TESTING, INSPECTION AND START-UP OF ALL MATERIALS AND EQUIPMENT. 2. CONTRACTOR SHALL CONFIRM ALL ITEMS OF WORK NOT SHOWN ON. THE PLAN AND ALL THOSE NECESSARY FOR SUCCESSFUL., SAFE COMPLETION OF THIS 10. SITE WORK CONTRACTOR SHALL COORDINATE WORK WITH THE UTILITY PROJECT AS REQUIRED BY THE CITY. COMPANIES AND DESIGN BUILD CONTRACTOR FOR REQUIRED CONDUIT SIZE. LOCATIONS AND CONNECTION POINTS FOR NATURAL GAS, POWER, PHONE AND 3. THE CONTRACTOR SHALL NOT PERFORM WORK WITHOUT CITY INSPECTIONS CABLE TV, AS NECESSARY. ELECTRICAL VAULT AND SITE, LIGHTING DESIGN WERE INSPECTIONS ARE REQUIRED. PROVIDED BY OTHERS. PROVIDE CONDUIT FROM ELECTRICAL VAULT AND LIGHTS E) 0 TO ELECTRICAL PANEL AS DIRECTED BY THE ELECTRICAL CONTRACTOR. POTHOLE 4. WHERE THE CONTRACTOR IS UNABLE TO ACHIEVE SUB -GRADE COMPAC11ON EXISTING U11LI11ES AT CROSSINGS WITH NEW UTILITIES AND VERIFY VERTICAL AND AND DEFLECTION, AS DETERMINED BY FIELD INSPECTION AND TESTING, HORIZONTAL LOCATIONS. SUB -GRADE SURFACE SHALL BE LOWERED AT LEAST 12 INCHES, FABRIC SHALL BE PLACED, AND THE MATERIAL REMOVED SHAH BE REPLACED WITH 11. MAINTAIN A MINIMUM OF 3" SEPARATION BETWEEN NEW GAS & WATER AND ACCEPTABLE SUB-GR,ADE MATERIAL, AND THEN BACKFILLED AND COMPACTED A MINIMUM OF 10' BETWEEN ELECTRIC & GAS, AS NECESSARY FOR NEW ACCORDING TO THE GEOTECHNICAL REPORT.,IF THE SUB -GRADE STILL DOES NOT CONSTRUCTION. MEET SPECIFICATIONS, OVER -EXCAVATE AN ADD17IONAL 12" SUB -BASE DEPTH AS 6-1 DIRECTED AND REPEAT THE PROCESS UNTIL THE SUB -GRADE MEETS 12. PROVIDE CLEANOUTS 'ON STORM AND SANITARY PIPES IN ACCORDANCE NTH spEcincATIONS. UNDER CERTAIN, CONDITIONS AIN ALTERNATE, CONSTRUCTION, PLUMBING CODE REQUIREMENTS, AS NECESSARY FOR NEW CONSTRUCTION. TECHNIQUE NOT INVOLVING OVER -EXCAVATION OF A WET SUB -GRADE MAY BE ACCE I PTABLE, BUT SUCH PROPOSAL WILL REQUIRE APPROVAL BY THE CITY OF 13. ALL EXISTING FEATURES, INCLUDING EXISTING UTILITIES, ARE BASED ON SPRINGFIELD AND THE GEOTECHNICAL ENGINEER. TOPOGRAPHIC SURVEY INFORMATION PROVIDED BY FORD & ASSOCIATES,.LLC WITH ASSISTANCE BY LB OLSON & ASSOCIATES, LLC, NOVEMBER\DECEMBER, 2014. 5. CONTRACTOR SHALL MEET THE CITY OF SPRINGFIELD'S EROSION CONTROL 6 - LAND QRAINAI AN12 AL RATION PERMIT REQUIREMENTS. 14. BASIS OF ELEIVA11ON: ELEVATIONS SHOWN HEREON ARE RELATIVE. USE PUBLIC STORM MANHOLE RIM ELEVATION 466.21, WHICH IS LOCATED SW OF 6. REQUESTS BY THE SITEWORK CONTRACTOR FOR CHANGES TO THE PLANS PROJECT SITE MUST BE, APPROVED BY THE CITY OF SPRINGFIELD, OWNER'S REPRESENTATIVE, AND THE ENGINEER BEFORE THE CHANGES ARE IMPLEMENTED. EXISTING HYDRANT, PRESSURE 50 55PSI > LANDSCAPIN SEE C2.2 SITIE PLANING PLA� EXISTING DRIVEWAY ACCESS; NO P, MODIFICATION '"t' vain TO WIDIlf-­ . ..... - C, NJ 111-611± BUILDING 5 OFFSET BUILDING OFFSET 2' NEW 7 WIDE P.U.E. 113 4.4' 6.5 N 0'00'20' E 192.50' PROPERTY LINE 77 -- ------- ------ ---- 77-.- 0 > J, 'M X MIN 35 /> e�, -TycR _ODL "Ix 7 4T 77 tl 1 MAIN F3 ',T e t W C-4 Ito N % a. 3. 0 m bE is w", 7 • X, r; 'F z 'Null t10 14, 'PR 7-777,, �7 7 ri 192.86' 4 C j-, TRASH ENCLOSURE * • Cr AR SEE STF, bTURAL io vMA LAN05CAP !Ngm SEE C2.2 SITE PLANIINQ ELAN SITE PLAN SCALE: I" = 20' VICINIT IV, MAP W1,0W 700 800 V) k ;§ c R c\j 22 nw 7ee7e. 4600;j t° 44 2 t 00t21 400 4694 r LU 470 LLI -7-7C U) 4900' 3, 43 4200 1 062AC; 5160 1 rACb 024AC s000l 10 11 121 13, 14t i5 1oi 17 AIAC PER 10, 144 SOUTH A 2 1 1 A- 790 7 4 4. 3t 2t i F 7T ACCESSOR'S MAP: 17-03-36-42; LOT:00901 N. T. S. C 1. 0` - GENERAL NOTES CLI EXISTING SITE PLAN C1.2 EROSION CONTROLPT AN C1.3 EROSION CONTROL DETAILS C2.0 SITEUTILITYPIAN C2.1 SITE GRADING PLAN C2.2 SITE PLANTING PLAN. C2.3 PARKING & SCREENING PLAN C3.0 CIVIL DETAILS F I NAL SITE PLAN C3.1 CIVIL DETAILS Tnrlm S All I I C3I,,, .2 CIVIL DriAIL olanner. 0 1111 Z411 28 :5Z wllpl�� OREGON w cla m U-) cq 00 M L) Lo < 00 O E) 0 > 6-1 6 - in LLj 0 n_ OF- < LJ of CL � I I I I > vi < (!D Tc-) Z Q_ 0) X 0CMp - co LA z Ld :4k Lij < < 0 w 0 < 0 SHT- 2 OF _37 EXISTING FIRE' HYDRANT AND WATER SERVICES ODOT MEDIAN EXISTING TREE TO BE REMOVED DRIVE,�V Y TO REMAIN� re z M SD MH 0 )WM=466.21 r -0 8'R(E)=463.81 1011(N)=463.56 YOW(W)=463.41' 31" MAPLE TREE AND POLE TO BE DECOMMISSIONED MAPLE ROOTS ' TO BE I UNDER SEPARATE PERMIT REMOVED. PROPERTY LINE N 0*00'20" E 192.50' X x X cIHO x x X - a\A0 _ass -TT 0 BUI GTO BE RE I EXISTING FENCE TO z wl, J� a\A0 BE REMOVED AND RECONSTRUCTED, SEE CIVIL PLANS FOR NEW -P - [ �' / OHP TO BE DECOMMISSIONEP' CONSTRUCTION UNDER SEPARATE PERMIT SS MODULAR BUXDI— — — — — — — — -- __ ` � � � � x EXISTING SANITARY 41 SEWER PIPES TO BE -ss / — — — - I EX STING SANITARY SEWER PIE DECOMMISSIONED u— 'cs ice. D QLN a, S, F F E--DE_C--OhTNU�§JONE UNDER SEPARATE 1 PERMIT z PERMIT L DER SEPARATE OUTLINE OF i 00 UN PROPOSED (0 p 1 cn DEMO EXISTINGEXISTING BUILDING ECONOLODGE CD (n LIGHT POLE TO BE DEMOLISHED rn MOTEL BUILDING 0 PE (A 0 EXISTING SANITARY 2895SF OF EXISTING 0 SEWER PIPES TO CONCRETE DRIVEWAY m \L—J I I I I I L b=- REMAIN EAST OF THI 140' AICD -PARKING- -LQT 0 POINT; SEE SHEET TO BE REMOVED i rm C2.0 ........................... DwNG mEWNG Z 0 CONCRETE' COCONCRETErn m 0 4884SF OF EXISTING rn Da comp co CONCRETE SLAB GUY z RI"6.8 FOUNDATION TO BE ANCHOR m ANChO 90 i 671(S)=465.551 REMOVED (rrp.) SUMP=463.610 0 \(n X — — — — — — — — — — — — — — — — — — — --- ) PROPERTY LINE P -X 011 OHP HOP DHP —OHP SN i 040 -- ps "\S--�s I ss 0% s ss ss ��s — ss — ss ss N UUUZU L ]�JZ.010 POWER PDX (1m) 0 m D=N0 alp BLDG APPROX LOCATION OF 90 AiNHOLE UNDER SLAB. CA EXISTING SITE PLAN SCALE l-10' OD ci MOW BLDG L SITE PLAN AUG 2 .4 2016 A L ........... . . .... . ... CONTOUR INTERVAL = 1.0 -FOOT ol to, 20, 30' SCALE 1"=10' * 0 4t ' 5 8 2 � 52$62 OREGON W Cl.l SHT 3 —OF�- —37 E-4 CIQ co LO C\3 Z z 00 0'3 "AV (L cb I:t4 w w w ww a. z 0-4 co W Z Z LLJ w 01 w al w 0 V) V) Z 00 0 o 0 ,ate > mor -1 m 1w ce) 141 Cl.l SHT 3 —OF�- —37 Z (L cb w w w ww a. vo) co W Z Z LLJ w 01 w al w 0 Cl.l SHT 3 —OF�- —37 17 0 X O M X 0r; < 0 ,_. . \ I 8 F Ij Lf i ,*, 1 . �i QI 'Z { .: << f � )NAPL NOTES: � ' o �- I! • Dense Non -Aqueous Phase Ltquids fl PL Prohibitio " rhe contra ` � and all --1 subcontractors are required to provid the owner's en t leer with c 16 of Material Safety Data Sheets (MSI #o all chemical proposed for u t ren -site prior CALOD CORN R - to use or delivery to the property. Base on these MSDSs, the engin r1bg will .11 N 6191.11 � determine if the chemical is approved #o use on this site (ie. Wheth or\not the t E 10754.24 product contains DNAPLs). The Eng#neer ay contact the SU8 Drinki VUter f Source Protection Coordinator at 542-7 745 with any questions a utl BUILDING FIRM SUPPLY, -4 evaluating products for DNAPLs. 0 k INCL.:6"GV, `6X4 • Any chemical spills or leaks at this locat}��`U(5,(' . e the potential to cont inAe REDUCER, DCDA (SUB 1 ,i . Springfields drinking water supply. An"h r� cal spills or leaks shall b cleaned up DTL. W2.02) & FDC (W/ clean-up { 3 [ n €f --site in accordance w h Land immediate) and � ea u materials dis ecf Y p po& 3 CLR. ALL AR `UND) County and DEQ requirements. in every case, re shall be taken to pr vent \ SEE NOTE 14. _ � rn to contamination. „ groundwa r\ I . � EXISTING 6 W ,TER • Chemical handling, storage and use: Contracto developers shall be r onsible LATERAL for the safe handling and storage of chemicals, etroleum products an�ertilizeYsi POTABLE WATER c and the prevention of groundwater and stormw `er runoff contaml � � \ at BUILDING SUIT Y, Chemicals used during construction, including pad fi and cleaning ma�q ais/wastes, INCL.- 4" TAP T 1 V4,` must not enter the soil or be washed into the �t ater system. All c naicals \ i EX#STING b11 MA N Wi should be stored in adequate secondary contaio \ T r~ , (1) 2" METER & PBA s e ue in rec tro st a taken to rev nt E ui ment maintenance and t P au n b �� p �, ��� (SUB DTL. W2.0,0, C3.2) fluid-containing equipment located outside -from e mg, Including proV4 ing a \ SEE NOTE 14. dedicated area for fueling and maintenance of equip ent. This area shy : ld be \ I prepared and maintained in away that prevents spill Ior leaks from mi ting to \. 3%4" Cl W --- L the soil or stormwater drainage system. \\ TO TRASH • No fill materials containing hazardous materialsshalt used on this sIt \ ENCLOSURE \ 1 t \ CONTRACTOR SHALL INSTALL AN APPROVED SPRINGFI�1 D UTILITY BOARD It TI ION IG ON THE TRASH ENCLOSU E AT ALL BUILD' G 4 LF - 1343 PVC SD WELLHEAD PRO CT S N 6 8 6 E A ADJACENT H TER QUALITY M NHOLES THAT ` RECT s ENTRANCES, AND A NT TO THE - Q MiN 5-0.0050 FT/Fr DRAINAGE T UNDERGROUND ST RM WATER INJECT#O WELLS. I NAG O0 I 4 t PER F� NEW STREET LIG E )LAN NOTES: U 0 \ NOTE 17. I ,- t i I i f 1***CONTRACTORs s HALL EXPOSE EXISTING 61 WW PE AND R r- T I HORIZONTAL EXISTING FLOWLINE. ANY ELEVATION DISCREPAN S SHALL BE S G .CONTROL POINT E T' ENGINEER 2 H RS PRIOR TO I -' TION A' ;. REPORTED O7 OU F 1 I 6193.78 i E !AI WILL BE RANTED - UT ADE TE BACKFILL. NO TIME CLAIMS LL G Q 10$14.54 , NOTICE,*** ca • 1{ . LF - 6 3 PVC SD G f 30 �• 130 4-,i t � t1 = S 0 05 FT FT MIN .0 0 ABANDONED RI T / (MIN) THE EXISTING EWER SHALL BE BANDON & CAPP D PRIOR H S T ENGINEER AL VI ISSUANCE OFA BUILDING PERMIT. ENG N RSH L OE EVIDENCE D SSU N HORIZ ST O fTO CITY THAT THE PIPE HAS BEEN CUT AND CAPPED RTHELA IRN 6190.76 UNIFORM PLUMBING CODE AND CITY OF SPRI`FIEL REQUE ENTS. E 10 847.94 f 1 I FACILITY SHALL ACC T RUNG F 2. STORM DRAIN INFILTRAT ON\UIC F C U3 D V i iMENSI N 1141 FROM ROOF AND PAVED AREAS. � r.. 13034 PVCL 1 PIPE SHALL BE TYPE SDR35. 3. ALL 1 24 �TRENCHCZAIN F THE B IL G SHAL E A i PIPING WITHIN 3 FEET O BU II ALL ROOF DRAIN PIN rn ,l- --; I { l -4. _ i E � IM -466:5 I F M WV VC. r.� R D P ff j 1 f - E `4 1 6 FL ou 65. s � ECTR . �3R T1 D ANY NEW TELEPHONE { THIS PLAN DOES NOT INCLUDE 5 S IRRIGATION SERVICES. I 11 co ' :. G N T W COTG P" / i P P B PER L. S ORMFILTER WITH HOS HOBO 6. NEW CB #1 C JNTECH T N V X WYE 66 ___7 . SHT C3.1: _ tl- 1 =. 4.68 FL 6 i _ • 46&.82 RIM ELEVATION U � t 1, END ¢ 0 L ENC ALL INLET= 464.52 T�-IR TBLOCK A� 90 6 F IN W US - PIPE ENDS i4 2 W�'iTER B 6 FL (OUT) 64.5 � f NEW CO #2 CONEC S a ?. N P T H T RMFILTER WITH PHOS HOBO PER D L. i SHT C3.1: 11 \ i RIM ELEVATION = 466.64 � \ 6"FL (IN) END WALL INLET = 464.34 11 j 0 0 EIEC fiRFI. , K. 6"FL (OUT) = 464.34 UND �rRGROU D 8. CONTRACTOR MAY NOTCH EXISTING AND NEW FOOTING�l I \ 2 �I 11 i � ELEC�IR#CAL NECESSARY FOR ROOF DRAIN. NOTCH WIDTH SHALL BE 8 012 CONDEUIT• SES MAXIMUM, OR NO GREATER THAN PIPE RADIUS PLUS 2". � NOTE 10. 9. INSTALL NEW GIBSON STEEL DOUBLE COMPARTMENT CA II _PER Ii DETAIL, SHEET C3.1. I 10. APPROXIMATE: LOCATION OF NEW UNDERGROUND ELECT PLY I CALC P COR R CONDUIT UNDER SEPARATE PERMIT. rl; N 619 .66 � � i ) E 10847.94 THIS PROJECT SHALL RECORD UTILITY EASEMENTS AS MAY BE REQUIRED I I I I .TO PROVIDE ELECTRICAL, TELECOMMUNICATIONS AND WATER SERVICE 1 --f � TO THE HOTEL BUILDING, AND AS MAY BE REQUIRED TO ACCOMODATE , f 0 2E NEW -° BUILDING I OFFSET 67.59' HORIZ. CONTROL EXISTING 6" GV & NEW DECOMMISSION N 6348.96 0 FIRE HYDRANT BUILDING EXISTING SUB WIRES E 10754.26 OFFSET & POLE; SEE NOTE 13 I ROOF DRAIN COTG 2 51-1"t 15LF - 6" D3934 PVC 6"FL=465.03 ELEC METER LOCATION & ROOF DRAIN COTG SD; S=0.0050 „ 6 FL=464.45 FT/FT (MIN) 1 �""- UNDERGROUND ELECTRICAL ,1 I � CQNDUIT• SEE NOTE 10. N 0 00 20 E 192.504000 I _j ,... , 1-4 _ . _ fir. -�' ___ - _1 -IN"..,.,..::. a.I 11 al a�ry :� fir. d�IC s u - t -I . 6X6;1N1'E" . 'a c.'11.11, i 1 r� _ _ , _ _ _ _ _ - _ r __ 1-c�-- __ _ - _ _ >t`' :18:6' ±- !: _•; �� m 3OLF Fi • 13034 PVC. Sp • . i {C cu co tt� A =' f E c t� ' , ROVIDE FREEZELESS Izc:,O�t- c r .. c _ ( r li - - -88' FT )'T MAX ::. • " ; ; `: : b. ,461: S IGOT ON BUI N EWE L " - �:I N CONO E9lZ 6 D 34 Prr� F I�. _ _ 30 C.: 8a: : . WALL �a'.� .. r,11 z 'k co i S FT/FT FT � il;. "N •1 . x } o - �, � � � �. F F E = 4�i 7.8,E �• �- � .� �- � v .6:5.LF`;!='�T•' 6.13:03.4 � .. ' .. ' _ t � IRE SUPPLY r� 4; .. v o PVC SD S 0.0.050f- � , .:: , . I &- - - C�OTG 2 X I , : . ,. & {) 6WYES }nom '`.FT FT . IN > �, L SU PLY / ct� I Ri PLUMBING, "FL=4 :' ' , ° ; .1'- ,. # I� I 6 6 .40 S.. FI ET �.: :S ; x C. SHOWN FO j %�� I X' ,F 3T:.9 4 00• . f:' . f _ - 7 r- REt>EREiiOE ONLY BE • .TO 1 ( A.Z F { C CTED UNDER ca :�'f - -" W N E IO N :I'. •t Y I� G1' m � i D RRD PLUMBING , IrtOOLIA B1JIA L1i tG _ _ __ - 3.4 {� _ - _ _ - _ r _ __ _ \--Jl i -- .. _ •: F TI =� o:' �. _ , - �. _ _ _ _ NEW.Cat�FTECH :. . � :1'. :�. , `- c DECOMtvtISSlOt�t c cci ►ts a� - ELECT I LOVER D STORMFILTER:CB#2 ,:F : -: ' 11 1 HEA ,: . 40.00 k a� Crn - _:.: _ �� r l �' off._.. - I ICA EE cl o SEE•NfiOTE`� 7 -FOX- a, 4� c .1.... "-' .:Rd.11t A !` ! F . ': ;moi.' ZIx cct ,� fW r~ �' r.:aELE ATiONS '_,: �':j .. S' �', r ses `�� _ . y. cct:' ' • :.'. . �� t' t �: Ile- >`t.'• i �> :: ,j D•• 4 `t T V r:. S : ct �I i V4t P to i S J_ _ . ` -� {�1 � 1 M:: i 40L1=. -GIBBON. . I tro }f y i[ ti I L F11 C. :r i 4' ' •'TRE - CH° 1t2AlN� : .• ti„�'u = 6 AT RD } I l N 3 -;_ s ccs \� I A l 11 - �- •et ' I,x^' 1M =4 J .- M. 6:6.64 6 L 6.83 ts; ! 2 ` EE I �. 1.f . c V ,�•y t� t I ¢ I 4 Via' I 1 -.Z •. ' i ,2 t tt '4 ,. S •1• '.'' ..j i..� -..� .._._ ... -...., 7 ,T•.� b> 6 • sh 'p l J \ Y 3 t -,-. .4 . : y '. �: l s , •. % , { k �1 . .. y i I 1° 1 � T -i t € "i 1 r : ' d f a._ i I zr t +d i I • ^t^ .p ,a. • 32.9 _ - .1•Fr:OQ 1 _ t r, Kn .•y Y•i'. c ,A _ 2' F �t �.. `. .'2 _-,,9T0034' X . f coNEl . . -4 i k .1.' - - 11 }} i a' ' S •S C ;• 'C r AC3 , t3� E ¢. %,'� 'P. © ti V'f 7; 3 r b 1 n' { id i {{ _Z ' t • - •1 w • a • i '• t;C? L�3 N z o.:' 45LF 610-� SS tJ !t (� z 3•. 3 RA . � �8 _ r -` ROO DI2AiN & .COTG i ' �.' l•1. M �• ' A , ,. a• - (} } `�•• S 0.01 A' i' '• 4. T j{ :i li s. tom. • f FL•= 4:65' a i< '� l _ _ _l� - �' t )`, .,.F I• 1/1 RIM , • � �4b: .8 , 4 A` TRE 2'.d5r --' FL NC N. j " t :t i i "c f {. ' 4 .. t CS45 �,• -- 1... .114'=4 D 65 39 :� RA c:a: Q 'll • Q eo C T I �F'X.F i �' L: '�35 •f�• F :• 6:1. r� :i .. "7 �. • 5 c� 6X6 • E ' x t,: i = :: ,f :::� I ss `s �� SS' s, SS SS SS: ss 1 �: ' - arc:. �'1. ZONT ':COQ l: Lss_••� E:'" 6•FL�•4-64� a� AE. H• IN 0. { Civ. � .f`r i ��TT,,yy�� � : .ftp . �� - I. • • •�• ...I� •, 'T-•' -- ri1 lYl/.i•\ VIII: �- ��.' t )® J 4 T X J :2:00: i t<t' ,,: / \X,llx -�Q 4 ra . l'': , r .j : . i - TG Vil `6 4�WYE �. C �. K F •NEIN O H � E 2 C .EC t ' 11NT�ERC; OIJND` EXISTING SUB POLE TO REMAIN t 1_ CALC D CORNER I N 6383.60 1 E 10754.26 13LF - 6" D3034 PVC SS S=0.0050 FT/FT (MIN) 16X20 SOAKAGE TRENCH W/ 2OLF-i- - 6"WRAPPED PERF PIPE; SEE DETAIL C3.1; S=0.0000 FT/FT (MAX) 6"FL(IN)=459.98 1 Z W DEMO EXISTING E S NG 61 1WW COTG JELEVATION= TOP-OF-PIPE p 464.34 (SURVEYED) q 6"FL=463.7± - t 611 6 FL IN =461. _ to {Pr 36LF - 411 13034 PVC SS 5=0.0187 FT FT (MIN) 0 SEE NOTE 1. ABANDON EXISTING 6" SS PIPE, CONSTRUCT NEW 6,1 COTG ,& 6X6 WYE; II 6 FL=462.9_ x c� : - i L 6 L -_.463.57 �i ► \' l= HORiZ CONTROL ST 1t B , 2. ,� CI 1. 1:•. :�i. '�. C ELECTRI { P' �C�SS• , . 7. •i N 6383.59 :1.1. 9:b - 4 • PV . it .:22LF • 34 _SS E FOR'.. 1'30 S NCiTE 6 . 1 2 N` Ll~_ - 1D�, 43 = tn. 011 E`' •i x i r' "C t so° • e>�c�ii37' ••i E 10821.24 . M �1 T� N 2:• �' IN S••` 4: 4 �.. T' :1 NOTE _ . �• 1Q. D• : D _ VO E S- 00, i � ���..•� .�,:. .rte. T ..ice ! ",gip .. 1• r✓ c�: •car cv' •�#al i.: N �OU RE'�":...r..J /•. X •. • `i- �' S .�i. ,fps :� Yi3 moi` r�i! 0 /'"`_'_ E •E� t=i T'.M1N' : �l. r i . { t. k t� � '�� u {� �E' Rhl A :�. N r� ` 1 r 1~ c ...:�:.:=: 4.7 I' 1 I $D S�i: 7" SD C� NE G'TI ti t �v}�.i t r� �ir!yy.wq 2 3 1• i t 0 P-�f63' 61. v r. • , v r.: i E x- /: ••F• E EI:ESS R e / \ f ctaAR -s• . �.(.� i •� t a IF\ . CJJ :d a :1'3•.• 45 .�, cx3 .n • E :HY1� NT•` T i i •Y + h C3 a-1. �,•� c.4 _ "r . i7 .. J f� ccs r` _ t t :•tit r^ �6:0 11 .•4 .�:•trl W w:. , � w : :w. ..... W • :W 1N•• IK YV�• ._... •10 to I .. r' I to' �-: (' ._..•._, f,•-.-.•- � -... V `w`4� ...._ _.. _ � A. . . �� .� - •` _ -� L .' - - �-�w - _ _ 1! -- � t 0�f.<I r C +. r - oj�_:� t) I t t 3 O ca r . " cn Y-- C\y ,-- �i fv � 4 •- r 6 1110 ¢ ° "- X3/4 Cl W SUPPLY TO , � � t- z � I�"= ; ©F 0 �0LLZM< r- c� m �1 �► NTRASH ENCLOSURE SS SU - SS " ' i 5� - _°' kV, LO W ; ` 're 460.02 IPJ 00 20 E 192.86 (6 r� t 1- )4 ' r, - ' 4:61 TCi I OTE 16 ca C � 7'X46' SOAKAGE TRENCH W/ � 18"SQR WASTE DRAIN , a- ' DRIVEWAY; -,moo 9LF - 6" 13034 PVC SD RIM=467.02 E OTE 11 �� 5=0.0050 FT/FT (MIN) 46LF± - 6"WRAPPED PERF ,^�,,,,.--^'' d - 1'G�E�� � ��' DIMENSION �� `� EXISTING PIPE; SEE DETAIL C3.1; 4"FL=463.91(MIN) d\\U POLE ' j Iii u SINE r- 29.5 F - 6" D3034 PVC SID �_ SEE C2.1 FOR NEW BLDG S=0.0000 FT/FT (MAX) � cn 3.1 r-->!•�'' / I S-00050 FT/FT (MIN) l PAVEMENT & 6fIFL{tN)=459.9 - y U -C u) c� CONCRETE CURB SEE STRUCTURAL 0 r �f - , APPROX LOCATION OF PLANS\DETAILS FOR 93.7' HORIZ:ONT r in 2 r- i IAAIYNOLE tlNr?ER SLAB CONSTRUCTION OF CONTROL LINE -/11 ` "� 4' 52862 -cry � 0 . - SD lith' 6 RIU 460 21 W. 51S5�g 8»FL(E)=463,81 I 107L(N)-46'3.56 ` D {� j] ^w, 10'FL(V1)-463.41' 0 2E NEW -° BUILDING I OFFSET 67.59' HORIZ. CONTROL EXISTING 6" GV & NEW DECOMMISSION N 6348.96 0 FIRE HYDRANT BUILDING EXISTING SUB WIRES E 10754.26 OFFSET & POLE; SEE NOTE 13 I ROOF DRAIN COTG 2 51-1"t 15LF - 6" D3934 PVC 6"FL=465.03 ELEC METER LOCATION & ROOF DRAIN COTG SD; S=0.0050 „ 6 FL=464.45 FT/FT (MIN) 1 �""- UNDERGROUND ELECTRICAL ,1 I � CQNDUIT• SEE NOTE 10. N 0 00 20 E 192.504000 I _j ,... , 1-4 _ . _ fir. -�' ___ - _1 -IN"..,.,..::. a.I 11 al a�ry :� fir. d�IC s u - t -I . 6X6;1N1'E" . 'a c.'11.11, i 1 r� _ _ , _ _ _ _ _ - _ r __ 1-c�-- __ _ - _ _ >t`' :18:6' ±- !: _•; �� m 3OLF Fi • 13034 PVC. Sp • . i {C cu co tt� A =' f E c t� ' , ROVIDE FREEZELESS Izc:,O�t- c r .. c _ ( r li - - -88' FT )'T MAX ::. • " ; ; `: : b. ,461: S IGOT ON BUI N EWE L " - �:I N CONO E9lZ 6 D 34 Prr� F I�. _ _ 30 C.: 8a: : . WALL �a'.� .. r,11 z 'k co i S FT/FT FT � il;. "N •1 . x } o - �, � � � �. F F E = 4�i 7.8,E �• �- � .� �- � v .6:5.LF`;!='�T•' 6.13:03.4 � .. ' .. ' _ t � IRE SUPPLY r� 4; .. v o PVC SD S 0.0.050f- � , .:: , . I &- - - C�OTG 2 X I , : . ,. & {) 6WYES }nom '`.FT FT . IN > �, L SU PLY / ct� I Ri PLUMBING, "FL=4 :' ' , ° ; .1'- ,. # I� I 6 6 .40 S.. FI ET �.: :S ; x C. SHOWN FO j %�� I X' ,F 3T:.9 4 00• . f:' . f _ - 7 r- REt>EREiiOE ONLY BE • .TO 1 ( A.Z F { C CTED UNDER ca :�'f - -" W N E IO N :I'. •t Y I� G1' m � i D RRD PLUMBING , IrtOOLIA B1JIA L1i tG _ _ __ - 3.4 {� _ - _ _ - _ r _ __ _ \--Jl i -- .. _ •: F TI =� o:' �. _ , - �. _ _ _ _ NEW.Cat�FTECH :. . � :1'. :�. , `- c DECOMtvtISSlOt�t c cci ►ts a� - ELECT I LOVER D STORMFILTER:CB#2 ,:F : -: ' 11 1 HEA ,: . 40.00 k a� Crn - _:.: _ �� r l �' off._.. - I ICA EE cl o SEE•NfiOTE`� 7 -FOX- a, 4� c .1.... "-' .:Rd.11t A !` ! F . ': ;moi.' ZIx cct ,� fW r~ �' r.:aELE ATiONS '_,: �':j .. S' �', r ses `�� _ . y. cct:' ' • :.'. . �� t' t �: Ile- >`t.'• i �> :: ,j D•• 4 `t T V r:. S : ct �I i V4t P to i S J_ _ . ` -� {�1 � 1 M:: i 40L1=. -GIBBON. . I tro }f y i[ ti I L F11 C. :r i 4' ' •'TRE - CH° 1t2AlN� : .• ti„�'u = 6 AT RD } I l N 3 -;_ s ccs \� I A l 11 - �- •et ' I,x^' 1M =4 J .- M. 6:6.64 6 L 6.83 ts; ! 2 ` EE I �. 1.f . c V ,�•y t� t I ¢ I 4 Via' I 1 -.Z •. ' i ,2 t tt '4 ,. S •1• '.'' ..j i..� -..� .._._ ... -...., 7 ,T•.� b> 6 • sh 'p l J \ Y 3 t -,-. .4 . : y '. �: l s , •. % , { k �1 . .. y i I 1° 1 � T -i t € "i 1 r : ' d f a._ i I zr t +d i I • ^t^ .p ,a. • 32.9 _ - .1•Fr:OQ 1 _ t r, Kn .•y Y•i'. c ,A _ 2' F �t �.. `. .'2 _-,,9T0034' X . f coNEl . . -4 i k .1.' - - 11 }} i a' ' S •S C ;• 'C r AC3 , t3� E ¢. %,'� 'P. © ti V'f 7; 3 r b 1 n' { id i {{ _Z ' t • - •1 w • a • i '• t;C? L�3 N z o.:' 45LF 610-� SS tJ !t (� z 3•. 3 RA . � �8 _ r -` ROO DI2AiN & .COTG i ' �.' l•1. M �• ' A , ,. a• - (} } `�•• S 0.01 A' i' '• 4. T j{ :i li s. tom. • f FL•= 4:65' a i< '� l _ _ _l� - �' t )`, .,.F I• 1/1 RIM , • � �4b: .8 , 4 A` TRE 2'.d5r --' FL NC N. j " t :t i i "c f {. ' 4 .. t CS45 �,• -- 1... .114'=4 D 65 39 :� RA c:a: Q 'll • Q eo C T I �F'X.F i �' L: '�35 •f�• F :• 6:1. r� :i .. "7 �. • 5 c� 6X6 • E ' x t,: i = :: ,f :::� I ss `s �� SS' s, SS SS SS: ss 1 �: ' - arc:. �'1. ZONT ':COQ l: Lss_••� E:'" 6•FL�•4-64� a� AE. H• IN 0. { Civ. � .f`r i ��TT,,yy�� � : .ftp . �� - I. • • •�• ...I� •, 'T-•' -- ri1 lYl/.i•\ VIII: �- ��.' t )® J 4 T X J :2:00: i t<t' ,,: / \X,llx -�Q 4 ra . l'': , r .j : . i - TG Vil `6 4�WYE �. C �. K F •NEIN O H � E 2 C .EC t ' 11NT�ERC; OIJND` EXISTING SUB POLE TO REMAIN t 1_ CALC D CORNER I N 6383.60 1 E 10754.26 13LF - 6" D3034 PVC SS S=0.0050 FT/FT (MIN) 16X20 SOAKAGE TRENCH W/ 2OLF-i- - 6"WRAPPED PERF PIPE; SEE DETAIL C3.1; S=0.0000 FT/FT (MAX) 6"FL(IN)=459.98 1 Z W DEMO EXISTING E S NG 61 1WW COTG JELEVATION= TOP-OF-PIPE p 464.34 (SURVEYED) q 6"FL=463.7± - t 611 6 FL IN =461. _ to {Pr 36LF - 411 13034 PVC SS 5=0.0187 FT FT (MIN) 0 SEE NOTE 1. ABANDON EXISTING 6" SS PIPE, CONSTRUCT NEW 6,1 COTG ,& 6X6 WYE; II 6 FL=462.9_ x c� : - i L 6 L -_.463.57 �i ► \' l= HORiZ CONTROL ST 1t B , 2. ,� CI 1. 1:•. :�i. '�. C ELECTRI { P' �C�SS• , . 7. •i N 6383.59 :1.1. 9:b - 4 • PV . it .:22LF • 34 _SS E FOR'.. 1'30 S NCiTE 6 . 1 2 N` Ll~_ - 1D�, 43 = tn. 011 E`' •i x i r' "C t so° • e>�c�ii37' ••i E 10821.24 . M �1 T� N 2:• �' IN S••` 4: 4 �.. T' :1 NOTE _ . �• 1Q. D• : D _ VO E S- 00, i � ���..•� .�,:. .rte. T ..ice ! ",gip .. 1• r✓ c�: •car cv' •�#al i.: N �OU RE'�":...r..J /•. X •. • `i- �' S .�i. ,fps :� Yi3 moi` r�i! 0 /'"`_'_ E •E� t=i T'.M1N' : �l. r i . { t. k t� � '�� u {� �E' Rhl A :�. N r� ` 1 r 1~ c ...:�:.:=: 4.7 I' 1 I $D S�i: 7" SD C� NE G'TI ti t �v}�.i t r� �ir!yy.wq 2 3 1• i t 0 P-�f63' 61. v r. • , v r.: i E x- /: ••F• E EI:ESS R e / \ f ctaAR -s• . �.(.� i •� t a IF\ . CJJ :d a :1'3•.• 45 .�, cx3 .n • E :HY1� NT•` T i i •Y + h C3 a-1. �,•� c.4 _ "r . i7 .. J f� ccs r` _ t t :•tit r^ �6:0 11 .•4 .�:•trl W w:. , � w : :w. ..... W • :W 1N•• IK YV�• ._... •10 to I .. r' I to' �-: (' ._..•._, f,•-.-.•- � -... V `w`4� ...._ _.. _ � A. . . �� .� - •` _ -� L .' - - �-�w - _ _ 1! -- � t 0�f.<I r C +. r - oj�_:� t) I t t 3 O ca r . " cn Y-- C\y ,-- �i fv � 4 •- r 6 1110 ¢ ° "- X3/4 Cl W SUPPLY TO , � � t- z � I�"= ; ©F 0 �0LLZM< r- c� m �1 �► NTRASH ENCLOSURE SS SU - SS " ' i 5� - _°' kV, LO W ; ` 're 460.02 IPJ 00 20 E 192.86 (6 r� t 1- )4 ' r, - ' 4:61 TCi I OTE 16 ca C � 7'X46' SOAKAGE TRENCH W/ � 18"SQR WASTE DRAIN , a- ' DRIVEWAY; -,moo 9LF - 6" 13034 PVC SD RIM=467.02 E OTE 11 �� 5=0.0050 FT/FT (MIN) 46LF± - 6"WRAPPED PERF ,^�,,,,.--^'' d - 1'G�E�� � ��' DIMENSION �� `� EXISTING PIPE; SEE DETAIL C3.1; 4"FL=463.91(MIN) d\\U POLE ' j Iii u SINE r- 29.5 F - 6" D3034 PVC SID �_ SEE C2.1 FOR NEW BLDG S=0.0000 FT/FT (MAX) � cn 3.1 r-->!•�'' / I S-00050 FT/FT (MIN) l PAVEMENT & 6fIFL{tN)=459.9 - y U -C u) c� CONCRETE CURB SEE STRUCTURAL 0 r �f - , APPROX LOCATION OF PLANS\DETAILS FOR 93.7' HORIZ:ONT r in 2 r- i IAAIYNOLE tlNr?ER SLAB CONSTRUCTION OF CONTROL LINE -/11 ` "� Z N i T- oo oo 7 O r w n `� ; � >.0 _a SITE UTILITY PLAN ScNX: 1 -10• TRASH ENCLOSURE, COVER, ETC. N 6348.96 1.0 1 E 10847.96 t E X1 T ��111C 1_9LrG x 7-"O(30 Uj "O 10 U) rr; 1-0 )�) CNI f`,,; 0) 4- -- TOP OF EXISTING WW PIPE 1 ELEV.=462.81 SURVEYED f n -t- 6 FL -462.2_ L CA CULATED f ( ) - OHP ------'--- SS S5 - CALC'D CORNER N 6383.52 E 10847.96 ��_N%_�_n Nh_---yJ SrCY-� yVA7D2, f-AGr L-1 -'t CONTOUR INTERVAL = 1.0 -FOOT 0' 10' 20' 30' SCALE V=10' , 4' 52862 EXISTING POWER POLES, GUYiANCHOR WIRES AND POWER LINES 4I I � W. 51S5�g rn � I �w 4v M M ` D {� j] ^w, J V WITHIN THE DEVELOPMENT SITE. V) :�i "^ �°'o U s i V) 1:,6 V) Q t t 1 ` W 0 W I Z 1,4 t; o C) U '60 A _jW O 11. CONSTRUCT NEW HOSE BIB AND TEMPORARY IRRIGATION SUPPLY, ALL I( ` l-4 \ x ice• F 1r T1 ,f INSTALLED UNDER SEPARATE PERMIT, AS NECESSARY. I n W i \\ 0 O CA N cr 12. DUE TO RELATIVELY LOW PRESSURE IN THE SUB WATER MAIN, A FIRE ti U� W Z a Tx i = PUMP WILL BE REQUIRED FOR THE HOTEL. \ : 13. DECOMMISSIONING OF ALL ANY ELECTRICAL POLES AND WIRES SHALL � \ i T T M BE COMPLETED ONLY UNDER A NEW SUB UTILITY PERMIT. I \ r: X14. 1Z Q THE DCDA & RPBA SHALL BE ENCLOSED PER APPROVED ENCLOSURE 8 ¢ d z� \ 1* U¢CZ UNDER SUB PERMIT. \ W 15. CONSTRUCT THRUSTBLOCKS ON WATER PIPES PER DETAIL SHEET C3.2, * ('110)1- r C' 0 c 0 O p U TYPICAL AT ALL BENDS. i { � - 0 - � u u .Q 16. NEW 7' WIDE PUE. �= � co M Z 17. CONSTRUCT NEW LED STREET LIGHT PER CITY OF EUGENE STANDARD , � 11*1 O DETAIL #TM62.9(b) WITH LED FIXTURE AND APPROPRIATE LITE-GUAGE *X � Z O = w 0 WIRE, NO JUNCTION BOX. INSTALL AUTOBAHN SERIES ATBO- 20BLEDE70 1 I _ ca 10x :Eoo�Z (120-277V, R3 OPTICS, 7 -PIN PHOTOCONCTROL RECEPTABLE E (DIMMABLE), PCLL SOLiD STATE LONG LIFE PHOTOCONTROL, NEMA g OW aa.. W ZUJ (A LABEL), OR APPROVED EQUIVALENT. Z W = ¢ In PVVI s �rvMSW c>_ --t t- > F-­� �+ 1 U W 8 a 0r- r T_ Z N i T- oo oo 7 O r w n `� ; � >.0 _a SITE UTILITY PLAN ScNX: 1 -10• TRASH ENCLOSURE, COVER, ETC. N 6348.96 1.0 1 E 10847.96 t E X1 T ��111C 1_9LrG x 7-"O(30 Uj "O 10 U) rr; 1-0 )�) CNI f`,,; 0) 4- -- TOP OF EXISTING WW PIPE 1 ELEV.=462.81 SURVEYED f n -t- 6 FL -462.2_ L CA CULATED f ( ) - OHP ------'--- SS S5 - CALC'D CORNER N 6383.52 E 10847.96 ��_N%_�_n Nh_---yJ SrCY-� yVA7D2, f-AGr L-1 -'t CONTOUR INTERVAL = 1.0 -FOOT 0' 10' 20' 30' SCALE V=10' , 4' 52862 OREis # of r7 N W. 51S5�g 6? ~ co� �w 4v M M ` D {� j] ^w, J V Z a V) :�i W �°'o U ce C CL V) 1:,6 V) Q 0,6 Z Ce W 0 W C.)e Z 00 0 Z 1,4 t; o C) U _ U_ W : M _jW O \ r 0) W,C: rwU a, . M li l-4 W ice• F 1r T1 ,f (' 1 fry. d" +4 n W l...4 = 4 ,_�Z Z ��O O CA N cr W P.., ti U� W Z a Tx i a 1Z Q 8 ¢ d z� > U¢CZ W � ul M O p U Fu 0V) -U OF-M OV) Wj Z I...4=oma O � Z O = w 0 � :Eoo�Z E � g _j W ZUJ (A Z W = ¢ In PVVI s �rvMSW c>_ in t- > F-­� �+ 1 U W N 1 oLn T_ o > W t- N Zif) tl N 0 t�L £W1. a tM0 6 a. W � W Z Z U J i:.l -� U V) d 101 © CL SHT 6 OF 37 i� fo 1 r� E� L i i f � lei ) c Olt S ,�o t DEMO (2) EXISTING TREES; SEE PLANTING ! t PLA I . POUR < i NE�CONCRET I I FLUS#'H TO 1 i EXIS tN G ! G i tD CONTR U NEW LIGHT POLE' z si PER DETAIL C3. t i - 1 TC TP -466.7_ i i t 1 I i ! it i ! t £X}STI` G C� TE j 1 AY TO 1 �, f ctf ; ` WITHIN 5 ^ 7 [ L -� RI TOFWAY l c� •�-- i 1 f t3 e 1 1 W / sit / 1- TR£NC-H DRAT v c� RIM 466.50 2 c� t l TP=4 `6.97 i / j i c.� i j'�fN � i i i i � t } CC� � i ! i ! i i { / \ ! 0 t -r t { � --A v Std UPI RA4=466:21 81FL(E)=463 Si 10"FL(N)=46356 107"L(W)=463.41' TP=467.65 SEE NOTE 5 SEE LANDSCAPE PLANTING PLAN C2.2 113' N 0°00 20 E 192.50 • �.iow_.-� r r� rra 4.53' 09 N C)' _ _ _ T -p-467:65_._.._: - _ _ 7 _ �- - _ _s c� t\i _ _ _ - \ �. _ w. ---; r-- TP=�#&7.2 li 2.00 15.634 TP=467.79 { } SEE NOTE 3 { I cn _c\t cv . TP.=.467:24.. .. <. R1.5Q• ! so CON " iz ui acs S� �J:: i NEW E�ONC�L rj���.((;�'�E � C� 10� TP=46.5 a ° X € Qt`l { vs •�r :.. S TE 5 c N i / e J x'Core FFE -467. �I I �. Y, "A TP= 67. \/ ,� ,tet ci {/OT { SEE' . M. ! .�_.� 'I\ -- az ry WHEEL STOPS - .'',NOT CS,•'iZ}M�466 %< e _ ! , _:-&_51'. :r r> i ••a i -��-j :!4,j. cca SEE C2.3 •' ' '� �`�:•: � / 1 a.1`7 Y" ttx c- i 4 4..n•. , . '. •7• ,`„t 1i • . c g 6.42' W E ; :CN _ ^ -•• '-- �= -- W TC. 7, 46 .65�: • MODUiA BUiLi�l _ _ - __ _ _j _ _ _ __ _ CoWALK -- T1?= 467. z9 i .: �`. �, .. f . - - : , X .3 , co f _ c i ff�,=467..E _ ' % :•i": 5.21'' X70'---5:0`6:60` x\ , 31.NOTE 5-- t0 - 'may n { / \:' c �+ : ` }: �� z \� i r\ I < •SEE•C2t :' "CQ' I •,•tl f.( m (�}• i c�s�s rt -L..4 ' • - =IJI�U D':" •' f ' N e ^ '�" ._.., ...._ ._..^� .ti..a .i •b .ti 'a� `_'^�"-'_' I ia' 66.6 3 .. (`jj{','� tail. i 3 .^ �t Yom" t iw•' _y r� tt • ' iN)=tLT i -s` @' tJ N e z A O 00 467.79 >, I tK7 c� I :•a : : F CIL}'` A A- .. l t b'' > . 5 co I r I _ •�STRtPIN TP=4 = 7.3 I e _ TP= ? 7 .n; 6T�i ,,�:. 4 9 ��� I k• \ •/� S E 'C2• TEX.y. . DE M O tip a. 2 cia:�. r^ r f' L t • v IGHT .. r k I i CD l A - URBtViit OCR .�£I: • •iii C N £. I E. I c TC 467.79 .. K � • WAl. .PER NOTE 5` •. P - I 1 VEMENT 67: � 4 6Fi• � -; e { 1' 1 i - O P .SEE OTE•4 RAM { 3 �/� 67:3 \ IDE "3-"'-' • �., •�'i•c�i' ' moi; :�,ry 4 '�`' t r oa �t• r �> =4 6. 7' `. �xt� . cif' !�' c - - 'i. W _a i� \ 5 n ' 'r'" i' 1 '777777 -? 7r ie� N xs� '� rn :1, car r I TE 1 &5. - - xts ice, (� ' in t 1' • '1 ,F "a 1 � c\t 9 'o cv E �•> �S �t9 'TE•: i•. .'�' O 4,. .f \e `.) . ;•^•� 00 { -4 TP 3. r� i 0 60 ,r- ft i i ,. t; �4� 7•:1 • � T. 'I I t 6• 3 _ IQ a { b r �T .. )J •7 \ .8 . I .. .:--i . O :r .� OTG 1' :7' 9 BU •D1 L:• t, �O NG , r• \•= EE---� T€- t .. f •,� S Nt3 is N TXP CA1.: • 4 SE TR �� O• U �t1 p ..moi } 46�f.t19 'PLA S' T t I O a�i�iifir• a�irMr�ir�ra �i � 'E tt r T .O. _ •:EXI5 1 °O :G• 'a :C. T o +iJ U ! ff}j 1 t. s466", . G3. f' i :8 \ I. �r ria N• ' i:. r. '('.. f c ci .,,:•. � rats.:.: �_:-�'_.._ •1. �• 'o 'c�a cv - �.' Eel t ---=--- .a. �. .•ORO•" ND :•� £ R i;t T 46 S 1 5. .­SD� -t" L T' @< cs I .� i l 7� µP= � s .f.. 1 4 •fE•••H Ef`�C2:0� E C �T •E •• CH•"DRf1FNff f N \ r I -�..: �._.: _... .,.....:�'-. to VJ / E ni .0 .r E' • -4- 5. 6:8 R. 6 2 �: M• .56 SI^ . NOTA 9 • `-- 1 l\i _ R 00 1 r t t r { - 'a T -467.'.4'2:•` , •�£� '`SEE S I? C•!' 5 NU 2.:: i (p R' • w T �P. 46 2- ./ •� • .. .. M 24.744 / tz7 t f 4 � � 6 � •�E �C2.3' �.: _ -o j_ --' ('�) w i c- ^• �. otst•r ' ...r�u. �........ _._ .._ ._._ - ._.• r� ' 1 . , 00' g0 i • "�.-... ~t ,�'• S ' 00' 0.00 N20.00'E 00 - g gyp'' �••� �. river r r `�• � Mi • ..- �___• C ' . t•-- � y-"� "\'"'%""_.""" � . r•�J � � Cr�i � / \ _.... � �� �� .rra �� �wra 1\ � \ �� ` 1 c s `° -- �a'�,'' 9.94 r 131.30" -; X 1. ._. 00 20 E 192.86 r�ID 18"SWR DRAI ' SEE C2.0 FOR NEW RIM=467.02 UTILITIESTIPES EXISTING� v BLDG SEE STRU Pt�DETAILS FOR �L ( SEE C2.3 FOR NEW CONSTRUCTION OF PAVEMENT STRIPING APPh�OX LOCATION OF TRASH ENCLOSURE, MANHOLE UNBL's' SAAB COVER, ETC. CONSTRUCTION NOTES 1. CONSTRUCT STANDARD TALL CURB PER DETAIL C3.0. 2. CONSTRUCT 6" TALL EXTRUDED CONCRETE CURB PER DETAIL C3.0. 3. SEE STRUCTURAL PLANS FOR FOUNDATION AND FOOTINGS. 4. PLACE NEW ASPHALT PAVEMENT PER DETAIL, C3.0, TO LIMITS SHOWN. 5. CONSTRUCT TYPICAL CONCRETE WALKWAY PER DETAIL C3.0 6. CONSTRUCT (2) BICYCLE PARKING RACKS PER DETAIL, SHEET C3.0. CONSTRUCTION LEGEND: NEW ASPHALT PAVEMENT, SEE DETAIL C3.0 K - ' .. , .. v:< : •" NEW CONCRETE WALK & CURB, SEE DETAIL C3.0 4 ' •4 ' •.,A A • AA•: SITE GRADING PLAN SCALE: 1`1=10' -�� C0 POafj�F�1 POLE (YP.): ;rr \r Q i� v EX1ST111V6 5. 06 EXISTING POPWER POLE TO REMAIN TP=467.25 SEE LANDSCAPE PLANTING PLAN C2.2 tJ. <! SS .___ ___ SS __-___ _ 5S ___ SS ____._ __ SS APPROX 10CAI OA! OF SAVrARY SEVER T?E V 15-� FINAL I SEP 2 19 201 ' €$!Fe , , CONTOUR INTERVAL = 0.5 -FOOT SCALE 1"=10' 0' 10' 20' 30' S e 52it 862 �r�N v OREGM� il- I NO cV M 00 m z � ! W Q Q Lu W U (D GL. V) v Q u � Z W W Z 0 0 E U. W = O _ w c: I t H w Hd' H W � t � c) I� Q�y 1'GZ H w V O N W W co Co Ll) D to cq U 00 20 E 192.86 r�ID 18"SWR DRAI ' SEE C2.0 FOR NEW RIM=467.02 UTILITIESTIPES EXISTING� v BLDG SEE STRU Pt�DETAILS FOR �L ( SEE C2.3 FOR NEW CONSTRUCTION OF PAVEMENT STRIPING APPh�OX LOCATION OF TRASH ENCLOSURE, MANHOLE UNBL's' SAAB COVER, ETC. CONSTRUCTION NOTES 1. CONSTRUCT STANDARD TALL CURB PER DETAIL C3.0. 2. CONSTRUCT 6" TALL EXTRUDED CONCRETE CURB PER DETAIL C3.0. 3. SEE STRUCTURAL PLANS FOR FOUNDATION AND FOOTINGS. 4. PLACE NEW ASPHALT PAVEMENT PER DETAIL, C3.0, TO LIMITS SHOWN. 5. CONSTRUCT TYPICAL CONCRETE WALKWAY PER DETAIL C3.0 6. CONSTRUCT (2) BICYCLE PARKING RACKS PER DETAIL, SHEET C3.0. CONSTRUCTION LEGEND: NEW ASPHALT PAVEMENT, SEE DETAIL C3.0 K - ' .. , .. v:< : •" NEW CONCRETE WALK & CURB, SEE DETAIL C3.0 4 ' •4 ' •.,A A • AA•: SITE GRADING PLAN SCALE: 1`1=10' -�� C0 POafj�F�1 POLE (YP.): ;rr \r Q i� v EX1ST111V6 5. 06 EXISTING POPWER POLE TO REMAIN TP=467.25 SEE LANDSCAPE PLANTING PLAN C2.2 tJ. <! SS .___ ___ SS __-___ _ 5S ___ SS ____._ __ SS APPROX 10CAI OA! OF SAVrARY SEVER T?E V 15-� FINAL I SEP 2 19 201 ' €$!Fe , , CONTOUR INTERVAL = 0.5 -FOOT SCALE 1"=10' 0' 10' 20' 30' S e 52it 862 �r�N v OREGM� il- NO cV M 00 m z W W Q Q Lu W U (D GL. V) v Q u � Z W W Z 0 0 v N Z U. W = O _ w c: H w Hd' H W CR c) I� Q�y 1'GZ H w V O N W W x x U Z Q m z v 1 J 0 z Q V LLJ zU o w iTl tit �uj H i\ to a 0 ar Q to J V3 to U) N O w 7. - Q Ld .. Ne .. �w U Li.l --� U 101 ol tU C2* I SHT - 7 OF 37 F - w W w F— Z PLANT SCHEDULE KE'Y QTY. BOTANICAL NAME ICOMMONNAME I MIN. SIZE COMMENTS TI?Es:CQ - 1 Acer macro h Ilum Bi Leaf Maple 2" cal. Matching, limbed up to approx. 6 ft. M- 3 1 Amelanchier laevis'Snowcloucr I Snowcloud Servicebe 2" cal. Matching, tree form, single stem SHRUBS COSI 9 Comus sericea'lsand' Isanti Red -Osier Do ood 5 gal. matching, full COSY. 50 Comus sericea `Keise i' Owarf Redtwig Dogwood 1 gal. matching, full MAA 23 Mahonia au ulfoilum Oregon Grape 5 gal. matching, full C 4 Myrica callfomica Pacific Wax M rtle 24 Mahonia repens matching, full IS LR=— 6 Ribes san uineurn Red fiowerin Current O.G. 13al. matching, full 11 S m horlca os albus Snawbe matching, full GROUNDCOVERS. PERENNIALS AND GRASSES AUU 24" o.c. Arctosta h os uva-urs! Kinnikinnick 1 gal. matching, full CQ 24 Camassla quamash Camas bulb large FRC 15" o.c. Fra aria chiloensis Beach Strawbe 4" pots matching, full IT 24 Iris tenax Paclf a Iris bulb fare MAR 24 Mahonia repens Creeping Mahonia 1 gal. full LANDSCAPE GUIDELINES A. SOIL PREPARATION 1. FINISHED ELEVATION OF SUB -BASE TO BE 12" MINIMUM BELOW FINISHED GRADE. 2. TILL SUBGRADE THOROUGHLY TO A DEPTH OF 8" MINIMUM PRIOR TO PLACEMENT OF TOPSOIL. & PLACE 12" MINIMUM OF SANDY LOAM OVER TILLED SUBGRADE. ADD 4" OF ORGANIC MATERIAL AND 15-5-10-14 FERTILIZER TO TOPSOIL AT A RATE OF 20 LBS. PER 1000 SF. ROTO TILL AMENDMENTS AND TOPSOIL TO A DEPTH OF 8" MINIMUM, 4. PROVIDE 3" OF SHREDDED FIR BARK MULCH OVER ALL.PLANT BEDS. B. PLANT MATERIAL 1, PROVIDE ONLY HEALTHY, FULL PLANT MATERIAL AT SIZES INDICATED. 2. PLANT SUBSTITUTIONS TO BE APPROVED BY LANDSCAPE ARCHITECT. 3. PLANT LAYOUT TO BE APPROVED'SY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. IRRIGATION ALL ON-SITE PLANT MATERIAL IS NATIVE (OR A NATIVE CULTIVAR) AND IS CONSIDERED DROUGHT TOLERANT. TEMPORARY SUPPLEMENTAL WATERING WILL BE PROVIDED FOR PLANT ESTABLISHMENT. IRRIGATION, IF REQUIRED, WILL :BE PART OF A SEPARATE PERMIT. GUY WIRE STAKES AS 5PECIFIED - EVENLY 5PACED (2) EACH ORNAMENTAL/CONIFER TREE (5) EACH SHADE TREE REMOVE BURLAP FROM TOP 1/5 OF ROOT BALL MULCH A5 SPECIFIED (2" CLEAR AT TRUNK) CONC,RECE WALK OR CURB PLANTING SOIL .SUB GRAD>r COMPACTED TOPSOIL (BELOW ROOT BALLS ONLY) NOTE MARK NORTH SIDE OF TREE AT NURSERY. ROTATE TREE TO FAGS NORTH WHEN PLANTING. r7'TREE PLANTING AT PARKING AREAS :2.2 SECTION SCALE: 'ill" = V-0" ADJACENT BUILDING OR EDGE OF PLANT BED N 5PAGIN6 "D" ROW "A" 5F'AGING "D" ROW "A" 5" O.G. 2.6" 18" O.G. 15.6" 6" D.G. 5.2" 24" O.G. 20.5" q" O.G. -1.8" 50" O.G. 26.0" 12" O.G. 10.4" 56" O.G. 50.0" 15" O.G. 15.0" 48" O.G. 41.5" DOUGHERTY LANDSCAPE ARCHITECTS 474 Willamette Street Suite 305 Eugene, Oregon 97401 P 541.683.5803 F 541.683.8183 www.DLAdesign.com __.. :1pj 0 PROPOSED DECIDUOUS TREE SHRUBS STRAWBERRY GROUNDCOVER (FRC) ® KINNIKINNICK GROUNDCOVER (AUU) FINAL PLS AUG 2 3 2016 1nIlllOt': SITE I 0 2 4 8 16 32 SCALE: 118" = V-0" GIST 01 279 0\ \ • • r David J. Doug ty &-4 OREGON 4pe svo N co co M I— Nt U M M NT a. Lt. U)Uj 06 Z ©C W U (-`3 :2 O Z W � Q Q W Z 06 Z � 9 (9 00 o � Z N p w LLj0 LL � Cl) .�.. > H O r � U C W M W rr-4 w H U Z 0 C) o Q C) N Z 0 Q � U yJ dr-' W 0 Y S U a 0 2 in w w 0 z ,O Q IZ � Q � � O w W Uj 0 C... QO � p W W U 'S UW_I W � W r(I = U Q C2*2 I SH T 8 OF 37 SD MH RIM,=466,21 8v%E)=46X67 10'rt(N)-40.56 1070W)=463-41' N 0*00'20" E 192.50' SITE PARKING & SCREENING PLAN SCALE: 1`10' CONSTRUCT NEW CYCLONE SCREENING FENCE PER DETAIL C3.0 w 4DO M C� N;- CONSTRUCT NEW CYCLONE SCREENING FENCE PER DETAIL C3.0 (7) TYPICAL 9'X16' PARKING SPACES, INCLUDING (2) ADA SPACES, SEE DETAILS, C3.0. — 0 N ri c3- 0 iLi p 0 'r --- ss — s'-3 ss ss- ss - ss -",11PPROX LOCATION OF .1 U,MVERGROUND SA N1 TA R Y SEWER *611 "'r * 5286 �r OMWN I iSn * W. V wl (y) ul) cla 00 m LO Ur V) 0 V) V) oz ? U 44 co CD C\3 z �T4 c) t- M C4 �-4 0-1 > 00 C") w W � w c 0 Q w�Q c) C) uj CL z cj) uJ (n 50 w (0 < c) 00 Ld Z Lc) 0- 0) on 0:: w x 0- v- co o LLJ Z < 0 0 < w jai al (-)I (f) 01 CL C2Adukk 03 SH T- 9 OF 37 I 6'-0" gig 4 NOTE: IA4 °' LOCATE BUMPERS 2' 6" FROM END OF AISLE. CONCRETE WHEEL STOP N. T. S. WALKWAY NOTES: 1. USE HEAVY BRUSH ON CONCRETE SURFACE. 2. MINIMUM 28 DAY CONCRETE STRENGTH SHALL BE 2500psi j MINIMUM (4000 psi PREFERRED). 3. ALL JOINTS SHALL BE TOOLED WITH 1/2" RADIUS. PROPERTY LINE BOUNDARY ' VARIES G . • p ; ' p . TOOLED DUMMY JOINT, 4' O.C., TYPICAL METAL POST — . .. 12" (MINIMUM) a • � 5' OC A TYPL� A 6"EXTRUDED CURB, a PER DETAIL C3.0 a A' �' 4D p •b s A. 36" MIN FOR CURB AT PA TOOLED IdEW AC PAVEMENT a SEE DETAIL THIS SHEET. CONTRACTION SECTION, PER DETAILa' .. • • k .I_'"' 0.. JOINT A d. d a p; PLAN 12" Tr A T TT_ 7!1 "1T T1T±+is �( Tt 6" EXTRUDED CONCRETE SEE A.C. PAVEMENT SECTION CURB AT LANDSCAPING N. T. S. CURB CONTINUOUSLY POURED WITH SIDEWALK, IF SIDEWALK IS CONSTRUCTED. 1" 6" TRAVERSE EXPANSION JOINTS 6" EXPOSURE� TYPICAL UNLESS I n p w n 1. TO BE PROVIDED AT EACH POINT OF TANGENCY OF THE OTHERWISE NOTED CURB & AT OTHER LOCATIONS AS REQUIRED TO LIMIT THE SPACING TO A MAM4UM OF 45 FT. 2. MATERIAL TO BE PRE -MOLDED NON -EXTRUDED MATERIAL o n 2o- / :1611" WITH A MINIMUM THICKNESS OF 1/2 n n a �.•• ' y TRAVERSE CONTRACTION JOINTS: �`� o ` A J. 1. SPACING TO BE NOT MORE THAN 10 FT. f �0 2. DEPTH OF THE JOINT SHALL BE AT LEAST ONE FOURTH OF G Q THE CROSS- SECTIONAL AREA. �~ CONCRETE BREAKING STRENGTH: . 9" .. "DEEP 3/4"-0 COMPACTED 1. TO BE 2500 PSI AFTER 28 DAYS. (4000 PSI PREFERRED) CRUSHED CONTINUOUS TBLE 52$62'0 RESERVED .r- OREGON alb k W. ARES 46-'� PARKING H �cq� MUTCD R7-8 SIGN: rw � V) � ) iV �7 � U INSTALL SIGN 7' 18" 0 V) ABOVE GRADE FROM Q w �. a BOTTOM OF SIGN 00 U W° ---- MUTCD R7 -8P SIGN: VAN ACC 3 CLEAR 12 2500psi CONCRETE ENCASEMENT TYPICAL SIGN AT VARIES ACCESSIBLE FULL SCREEN FENCE LANDSCAPE (SEE PUN VAN PARKING 4" THICK SLOPE SLAB TO DRAIN, 1-1/2"DIA. GALVANIZED 1/4"x6"x6'PL. I . MN N N N.... '... UNDER CURB 9" WIDE THICKENED, CONTINUOUS STANDARD TALL CUM BOTTOM N.T.S. 12"— RESERVED 2"—RESERVED PARKING 18" (� TYPICAL SIGN AT ACCESSIBLE VEHICLE PARKING N. T. S. CONCRETE.{ -2.0% MAX. Ny ��/\\/ ' d { 'a A:4r. A', •{ ,t. •gip �%���j����.. 29" " l\% y a+ 4 d, A e �`t• r 'r• A a A\>\�i`��j� 21 COMPACTED , . �' 06 . - sUBCRADi; 4" WIDE - WHITE 24,E PLACE 2" THICK 3/4"-0 REMO STRIPE 4"(I'YP} mw UNSTABLE BASE AS NECESSARY (TYP) AND ADD 3"-0. 9' WHEEL CHAIR SYMBOL PER FIG 1, 2010 OSSC, DATED SECTION A -A VAN STANDARD ACCESSIBLE STALL 3/1!12. SIGNAGE 4"(�,) 2' VEHICLE 4" MINIMUM �_ r�'°'� SIGNAGE CONCRETE SLAB TYPICAL TOOLED A", K CONCRETE STOP,r, b .A. CONTRACTION JOINT.: a �'..:. R. a : SEE DETAIL MIN 1/3 DEPTH -. t a :4 K ::,•: ::,.:.N� - THIS SHEET 4" WIDE ..✓- WHITE 2" MIN., 3/4"-0 STRIPE SECTION B -B AGGREGATE (Typ) COMPACTED SUBGRADE BICYCLE PARKING RACK TYPICAL CONCRETE WALKWAY N. T. S. NTS 4"(TYP) + 2' � 91 81 91 VAN (MIN VEHICLE TYPICAL ACCESSIBLE PARKING DIMENSIONS PARKING STRIPING N. T. S. TACK COAT - SAWCUT JOINT PER NOTE 1. EXIST A.C. --� 3" OF 1/2" AGG MIX A.C., COMPACTED TO 92% ASTM D2041. 10" THK., 3/4"-0, CRUSHED AGGREGATE BASE, APPLIED IN NO MORE THAN 6" LIFTS AND COMPACTED TO 95% AASHTO T180. PAVING NOTES: 1. ALL JOINTS BETWEEN EXISTING AND NEW PAVING ASPHALT SHALL BE SEALED AND SANDED TO PREVENT PICK-UP AND TRACKING. APPLY PRESSURIZED SPRAYER AND COMPLETELY OVERLAP THE EXISTING AND THE NEW PAVING TO INSURE A COMPLETE SEAL TO THE JOINT. 2. GEOTEXTILE FABRIC - GEOTEXTILE FABRIC SHALL BE PLACED OVER A SMOOTH SUBGRADE AND SHALL BE PLACED WITH NO WRINKLES. THE FABRIC SHALL BE OVERLAPPED A MINIMUM OF 18 INCHES. CONSTRUCTION EQUIPMENT SHALL NOT BE PERMITTED TO TRAVEL DIRECTLY ON THE GEOTEXTILE FABRIC. 3. BASE COURSE - THE BASE COURSE SHALL CONSIST OF WELL GRADED CRUSHED STONE WITH A MAXIMUM PARTICLE SIZE OF 2 INCHES AND NO MORE THAN 5 PERCENT PASSING THE U.S. #200 SIEVE (0.075 MM) MEETING THE ODOT SPECIFICATION FOR 2 -INCH MINUS AGGREGATE BASE. CONTRACTOR SHALL SUBMIT GRADATION TO ENGINEER. 4. BASE COURSE COMPACTION - THE BASE COURSE SHALL BE MOISTURE CONDITIONED TO WITHIIV THREE PERCENT OF OPTIMUM AND COMPACTED TO A MINIMUM RELATTiIE COMPACTION OF 95 PERCENT, AS DETERMINED BY AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO) T180. 5. AC PAVEMENT - ASPHALTIC CONCRETE MATERIALS SHALL BE COMPACTED TO AT LEAST 92 PERCENT OF THE MATERIAL'S THEORETICAL MAXIMUM DENSITY AS DETERMINED IN GENERAL ACCORDANCE WITH ASTM D 2041 (RICE SPECIFIC GRAVITY). CONTRACTOR SHALL SUBMIT AC MIX DESIGN TO ENGINEER. 6. PORTLAND CEMENT CONCRETE PAVEMENT - PCC PAVEMENT SHALL BE 4000PSI AND MEET ODOT SPECIFICATION. CONTRACTOR SHALL SUBMIT MIX DESIGN TO ENGINEER. TYPICAL ASPHALT PAWN. GFINAL SITE PLS N. T. S. AUG 2 2016 planner:-J/- 52862'0 lan er: 52$62'0 .r- OREGON alb k W. ARES 46-'� H �cq� co000) co /^ rw � V) � ) iV �7 � U 0 V) Q w 00 o a W 4.41w 00 U W° M W Eigiggiiiii 0 C� w Q; w C31 a o w Q H z ® N W r , W a Y S v H W w Q a Q rel V zQ Q m 0 Q__ N co Z to J 0- tf3 {n V1 N Q w w CL co Gl W W Y W z Z w o v cn o Q C3ou SHT 10 OF 37 PLAT ',VIEW FERMANI=NT, .. '¢. yh'itu,�.:• A:mjJVy!& J'CflL E1VAitd ..vcup!wft'2•: 7 u «•:. ..:: r MOPE, , .:,..5.: _.:.,_ tt.:....:.: SUPPO T ....:...... .:. .......:; . now .:: .............. :1.SIr:............;.. '�ATCHBA$IPI PpQT � �:ii.. . 44lEra?NiRNEAkT`FG3f?E.i1 $': fTYP QF 4j' OVERLAP PERMEABLE t7VEgi:1:STRilGTtIREiEiGl ff (B) 44g' 5fi C'i %Jxf'�KitiLCXxa➢PIaS�'. ttririF71�1� 4AW[Y a+dw wL� A.Y IL (pt.,ptsif.. O.A.LENGTH OF TRENCH DRAIN A f— L1ixiNi STC31iFiL1"E CAT HBAI3SiiU,7.N,, S s�oRnlFiL���cT�A��NT�,��t;tT�r`lsA�t��Ttorlc�i~Tt��rTwt��>rs`�t.��et�r��r?;r�§�"Ncf�Xe�t�F�e�TwtaG�s �:T�t��c��'e�i H�45 A MAXth(UM Qt' 4i�te GARTRIDGt~. 9�fST�M {�a€tC?WN WiTtt x127° 2TR1i�GE� �t{yD1S.��iL.sQ gV;�1t.AB[,�'�YITkf AN �8p GA�i'#{tt�G� '�TOf�1FtE.T! Gt�TCHBR�a1� Cf',ll�f�f[.yfJFFR�i'YCiN$ ARS A�+�114A81sFk�iyilii} l�AE� lf`�E,Ei"t}AY FOR U�GFt3�', +1`i)f`fft�QL. . , fiEWi�#YDF2RI1l;1G �liP.+�GiTY f'FR.'FAi31-� 41=L+AVt�i,(F THS �iT� tr(f�U�'if�H�-�{��PP�,iiYDFiAiJ�G '!�'�ii`Yr � tiPS7R 8�?A�S�►'t3i��TU i2�Cltit$�.; 't'Ai2TRlf5t;i✓t-tFIPHi. +.�X�� TIC':.. -.aart: T �c�niecis: . - h?i:G41(',14::1'I.k�YY:-F[l,1gF t f}klLl,SLt .. '¢. yh'itu,�.:• A:mjJVy!& -:sF.:BWtut� �: ;. � 119FTOV, -, •.. ..vcup!wft'2•: 7 u «•:. ..:: ;c,IcrG>tsaoynt€n1.fn} ..::.... ,.:.....:::... , .:,..5.: _.:.,_ tt.:....:.: :.:....... z;i..... ....:...... .:. .......:; . ';!?�Al�'HYDE�1.ltC��X1i?A�il'Y; ......... .:: .............. :1.SIr:............;.. :�........... .:esti .. ...........- ',:.. �:ii.. . 44lEra?NiRNEAkT`FG3f?E.i1 Q W OVERLAP PERMEABLE t7VEgi:1:STRilGTtIREiEiGl ff (B) 44g' 4' TYPICAL OF TWO INFILTRATION FILTER FABRIC BY 18" MIN. �EN�RAL NC3TES FACILITIES . �QM'i�lk�TQ#Z. 'i 'l-kef STUB i "i 1 IstNC FtXlS1 i �. ,STF�15ift�1CT1f, F 11" O STRU B`f CS}N7R��T�3R �.11LUMCAATEtia r..wc��s� FtL .SREtFt.`Ft tiult � a�G�THIE F[C' t,'�Ii+,!'xAQ�'�t,3RFAQE,EiEtEA fs��! TYPICAL TRENCH GRATE B fliffim mommomm rm A LiixiixA B » FACE OF TRENCH PLATE TO FACE OF TRENCH PLATE PLAN VIEW O.A. LENGTH OF TRENCH DRAIN Af' INTERNAL SLOPING PLATE WHERE OCCURS B _ Ll�xi�x� .11�� crit 7[[ j_11 --------- .."I IL All LEVELING LOCK EA. SIDE 48"± B OF TRENCH DRAIN (4 TOTAL) J„0x2„ FACE OF TRENCH PLATE TO FACE OF TRENCH PLATE LONG ELEVATION PIPE � LOCK j TYPICALTRENCH DRAIN NUT .av &"0 HOLES TYP. 10 GA.— PLATE c� ' DUCTILE IRON PLAN VIEW SECTION A= A B=B TYPICAL TRENCH GRATE TRENCH SECTION END PLATE ELEVATION (5 TOTAL FOR EACH TRENCH) 6" WIDE x 6" DEEP GA 10 FOOT LONG FLAT TRENCH DRAIN DWG # PROD. MAN. DOUG P. DWN. PAUL G T SCALE NONE 6 Gibson Steel Basins DATE: JAN. 23, 06 MODEL: G7D--66 j SINCE 1872 247 Washington St. Eugene, Or. 97410 ph: (541) 687 — 8672 fox.667-0033 0Q Q 4 irG R"iIM C7 OA°%GHBA" iIN'. _TCMFIL'TER .l7M.-.11.1- .. :txtx:ren:rsfYr.FLTi`'t-'t%eiti2a't: CfJ�zt�c ,.�.:.t,::...... ...... .. � :... '•.vw:::: •: .Ai4! 1.Caf.�h'Ct:.1HL Kt4[13�KtNt�{Y 1 �.: ............ TC:WASIN �Tt�l�l�ll=i1.�TE�} �;80(k5263995` _ 5�13�545-7a0a: ��93789��kX� � .. �. .. . ;•:....: AT AREAS OF AND WITHIN 5'-0„ OF ALL PAVEMENT, WALKWAYS, AND RIGHT-OF-WAY, SEE SITE P1 PIPE TRENCH; THEREFORE TOTAL qEW PAVEMENT WIDTH=44 {MIN) NEW PAVEMENT PAVEMENT BASE AGGREGATE 1 12" PIPE MIN ZONE PIPE BEDDING 4 r AT AREAS V-0" BEYOND ALL PAVEMENT, WALKWAYS, FC RIGHT-OF-WAYS PIPE A" DIA. g" N VARIES MIN 20" MIN TYPICAL PIPE TRENCH N. T. S. COMMON BACKFILL FINISH GRADE -ale-0 COMPACTED CRUSHED ROCK BACKFILL DETECTABLE WARNING TAPE FOR NON—METALLIC PIPE SD PIPE •l1 -011 X 21-0" X 6" -- CLASS 3000 CONC. PAD ABOVE AT UNPAVED AREAS ADDITIONAL 2'-0" X 2'4„ X 6" CLASS 3000 CONC. PAD ABOVE AT IJNPAVED AREAS 1 CAST IRON CLEAN- OUT FRAME AND COVER END -OF -LINE WATER TIGHT PLUG (FLANGED PLUG W/ WING -NUT) 1/8 BEND FITTING CONC. BLK. AT PLASTIC PIPE SLOPE, SEE PLAN VIEW �-" 45 " WYE FITTING INVERT ELEVATION @ C.O. (SEE PLAN VIEW} 24" X 42" X 6" CONC. PAD TYPICAL CLEAN OUT TO GRADE (COTG). N.T.S AC & CRUSHED o a c) o ° c ROCK SECTION: oo PER DETAIL, C3.0 ° 0 o o PIPE 5A'FA. - 1 E: DIAMETER ItVti STUB: : xxxo ACX" SDItTCE fi.STC3t3. _ x30= W.+ � l > M M W r tan tit?, iVPIG1 1 1T 4� -.:, a T- INt.ET ..... .. tit ri t- .Ai4! 1.Caf.�h'Ct:.1HL Kt4[13�KtNt�{Y 1 �.: ............ TC:WASIN �Tt�l�l�ll=i1.�TE�} �;80(k5263995` _ 5�13�545-7a0a: ��93789��kX� � .. �. .. . ;•:....: AT AREAS OF AND WITHIN 5'-0„ OF ALL PAVEMENT, WALKWAYS, AND RIGHT-OF-WAY, SEE SITE P1 PIPE TRENCH; THEREFORE TOTAL qEW PAVEMENT WIDTH=44 {MIN) NEW PAVEMENT PAVEMENT BASE AGGREGATE 1 12" PIPE MIN ZONE PIPE BEDDING 4 r AT AREAS V-0" BEYOND ALL PAVEMENT, WALKWAYS, FC RIGHT-OF-WAYS PIPE A" DIA. g" N VARIES MIN 20" MIN TYPICAL PIPE TRENCH N. T. S. COMMON BACKFILL FINISH GRADE -ale-0 COMPACTED CRUSHED ROCK BACKFILL DETECTABLE WARNING TAPE FOR NON—METALLIC PIPE SD PIPE •l1 -011 X 21-0" X 6" -- CLASS 3000 CONC. PAD ABOVE AT UNPAVED AREAS ADDITIONAL 2'-0" X 2'4„ X 6" CLASS 3000 CONC. PAD ABOVE AT IJNPAVED AREAS 1 CAST IRON CLEAN- OUT FRAME AND COVER END -OF -LINE WATER TIGHT PLUG (FLANGED PLUG W/ WING -NUT) 1/8 BEND FITTING CONC. BLK. AT PLASTIC PIPE SLOPE, SEE PLAN VIEW �-" 45 " WYE FITTING INVERT ELEVATION @ C.O. (SEE PLAN VIEW} 24" X 42" X 6" CONC. PAD TYPICAL CLEAN OUT TO GRADE (COTG). N.T.S AC & CRUSHED o a c) o ° c ROCK SECTION: oo PER DETAIL, C3.0 VEHICLES & CONSTRUCTION EQUIPMENT FROM OPERATING ON THE INFILTRATION AREAS DURING CONSTRUCTION. NOTES: 1. P R CITY OF SPRINGFIELD STANDARD DRAWINGS 4-19 AND 4-20: 1.1. OVERFLOW IS DIRECTED TO PARKING LOT DRIVEWAY APRON TO MAIN STREET RIGHT-OF-WAY. 1.2. TYPE 1 GEOTEXTILE FABRIC SHALL MEET CITY OF SPRINGFIELD REQUIREMENTS PER SPEC 308.05.08. INFILTEI RATION SECTION NTS FINAL SITE PLAN P 2 9 2017 planner ° 0 o o OREGON s w, ra Ln C4 Z W.+ � l > M M W r tan 6" MAX *. Q V) U.J Q W OVERLAP PERMEABLE �' 4' TYPICAL OF TWO INFILTRATION FILTER FABRIC BY 18" MIN. �" FACILITIES _Z 0 Q cr 73 U. Lu = s� '--1 O WASHED 3/4" OR 1-1/2" rnuj CRUSHED DRAIN- = 4 0 EZ, ROCK ,, =f i I -173 W N DIMENSIONS PER PLAN C2.0 6" PERF PIPE WITH W NORTH: 16' WIDE X 20' LONG CAPPED END. NDS, EAST: 7' WIDE X 46' LONG OR APPROVED 3 EQUIVALENT. UNDISTURBED SUBGRADE- PREVENT ALL VEHICLES & CONSTRUCTION EQUIPMENT FROM OPERATING ON THE INFILTRATION AREAS DURING CONSTRUCTION. NOTES: 1. P R CITY OF SPRINGFIELD STANDARD DRAWINGS 4-19 AND 4-20: 1.1. OVERFLOW IS DIRECTED TO PARKING LOT DRIVEWAY APRON TO MAIN STREET RIGHT-OF-WAY. 1.2. TYPE 1 GEOTEXTILE FABRIC SHALL MEET CITY OF SPRINGFIELD REQUIREMENTS PER SPEC 308.05.08. INFILTEI RATION SECTION NTS FINAL SITE PLAN P 2 9 2017 planner ."� 52862_ OREGON s w, Ln C4 Z W.+ � l > M M W r tan Z CL U- *. Q V) U.J Q W u 0 n ce CLu W Z to W ® W _Z 0 Q C14 c Lj U. Lu = s� '--1 O _o w c u�8o rn ag rnuj (W 0 EZ, 0 W N W h � W Y U 3 m ce ce ui F� O S t L 1,-�-� �► Z uJ H u V) LLI Lu r p r O 0 r Q>n r• -».t V? to U} 0L tV D: t� 0- 0- t(0 Ldo .. Z Z Y! L;j � = U Q ' w o © U cn o C3 * I SHT 11 OF 37 (HORIZONTAL) BEARING AREA OF THRUST BLOCKS IN SQUARE FEET (VERTICAL) VOLUME OF THRUST BLOCK IN CUBIC YARDS "mmDEAD TES WM EM AN0 ttYDRIWf a W 1M PEalO W CRM PWOM ON RINi H �� 6m 00 m 1917 11--1/4 IFiEND ul)C' V' ul) a �2-1 jr 6QiD 11-1/F �l�D A -I A-2 4 1A 1.6 1.4 1.9 1.4 1.0 --- N Z o 0-4 C) r-, --- py � rn --- --- 6 2.1 3.7 3.0 4.3 3.4 1.8 1.0 --- 1.3 --- - 8 38 6.5 5.3 7.6 5.4 2.9 1.5 1.0 Z.3 1.1 --- --- i0 5.9 10.2 6.4 11.8 8.4 4.6 Z.4 1.2 3.7 1.8 --- --- . 12 8.5 14.7 12.0. 170 12.0 68 3.4 1.7 &5 2.8 1.2 14 11.5 --- M.3 23.0 1 16.3 8.9 4.8' 2.3 ' 7.6 3.9 1.7 --- 18 15.0 28.f 21.3 30.0 21.3 11.6 6.0 3.0 9.9 5.1 2.3 0.9 f8 19.0 --- 27A 38.0 27.0 148 7.6 _ 3.8 o ZO 23.5. 40.8 33.3 47.0 33.3 18.1 9.4 4.7 --- F_ --- --- 24 34.0 568 4LO 68A 48.0 28.2 13.6 I 6.8 --- --- --- ..•7s,`C f :•. f X71 . 0. -. 3.\ 1 .. " •. . �. - ! -. ].� . .IY f ... fl 3• f f f t• f ♦ / 3•.3 1, '. S.L :3: {f �• _ f s- t •4i•� r•�lt�-ti� ti�"it=' x11�,�tt-.�flt'�I i . Y ..flea _ ACC£590R�'S. 5. TIE RODS SfW.E. 8E DEFORMED OAtvANim mw mm stEEt..40000 PSi Mau SiRENtitH. TYPICAL THRUST BLOCKING FOR WATER PIPES i SR�1:t.{.. •j .� .l'.lY•Y-fL i jZ�� 1 L%. ., # �'�' ~ x' ffi i�r�P Ial, I ''QNkiRESI'm i't: IUB' tr82Ml.I•Tt °. r. •. tiRftMl:t�s�P I�stet� 1r0lsu �'!_ UI °o carr: J 11 Net JP R_TYXASEIAE tN d. Bl SPA AEa ANG1;iltlEjjTl DIwi`OR_lU1.ERSS MB''FI _ Gf ii t. t 9b.t;` I ti DEW- .F t n C{3N TI N -Eq 4 ,t� afA t t �;l` y' ;•i4Y'�iYlliV • �% .1 s . 4r s� us ilk 1. n :t.�.rl.�-`St 1 1 � Z��•.f t '_,` �. ;' 1 r± 9 - - cu>�.r> -.ter^w:rr• - ���>_l lt,� ,, - � ' - '�•.. .,�,,�.,.x .:��._.1t .:sc:,� x ss•:::.•,:.�w^�rc uA6Y,�: ?a t:._.. i`>'� t iF•'•CvAi�Yl:h_�t'3�'-ii`i:i-%Fi.. 'i' ��•vY •-"fu j -� ry� s't 1^ n 7 r�f:�t0• _ J '.VIElt1l' sM � ,t• , RESf'?niS1Bl3 i ESf�S�IfIL# l: Y.` nil $+.. 3 }• } .^JL It ..:.t�� F � -SATE :� _ �- ,•iv! � ;d.; ; '._.� �-'�'•.`Yi�t!-fi`�': i,` yE.i,, , .�tlrlii�! 311 s J}R©(CPtILE: � t �F wr7TCtiiYl.aSQAf iia R .i allatl §' tia�: �` : r �t or%Xt ittsfall � +WWI: tioi?A � -Ugif awng A( •� ? a SII#, cckfl� - ft Ott t(drl*, der , t U�?it,Xl1 a t l `A sem t In aitat u►adII r. o�i"CC iitE`s �` ulre�t � � @l1 5 ;.... � �, ��►� _ s ; ... � p �. s � �� clloS�Coi�tirnl' � .�._...._.__ Y 1 r.,,,_ t 0ri`;GOf1li ! P7f0�afii_�EQ 8 •..B • -. f•8 c� , j iuiisstc:�tt3I$f sxu%?�dyatg<,uai�t www.s�blil:�omlvXater�eivice/wat r quali } V_ . _......... __. .W.� _:.. - - e r e cEt towns Mss lsxaNls r ?1 AININGa fUk18ER ., s i .. _ e�ctc t w: ss l:nner,�;WNDAREW tAWINg _... i(DRAWIN.. NUMBER ID,RRf�tt : YF:: N � � �A1�YN - ERI*iiLRI~ ,N 3 I i.aOUBLfw CICI :�. _. N. r l t . !! - -- - _ •'i,� j :p`5, , IJ i E _nI _ ! r s °' s l Ei , �s_m,.q �t;E� RE Ii EQ srtt�tcGgitt b t r d rttrs ` R # REVE EC3• - - ,�4 ls? r , .. 1 5 da W& .ifot ' „IM1Y •,il• ��21 ASSEMBLY 211 & SMALLER ASSEMBLY 2" AND LARGER N. T. S. -LAE--j7-4 iL AUG 2 0` `4 ., %i�I RODS FOR VER'tI x E3Flw UNNSURM DIM 2. ALL OONCIM TO.1 E a 2400 1tE111NtR. 3. prSTALL ISOtATfON t 11TERIAi. PIPE mm/OR E711lNas BEFORE E�OttR611i CONtfttETE .BLOCKBIf#. 4. tOOcME st;K L aE Mr C" of As..ld M &W Ftt'M SIZE ROD SIZE E MBEOt+ W Ir AND LESS f 8 30" aw _ ACC£590R�'S. 5. TIE RODS SfW.E. 8E DEFORMED OAtvANim mw mm stEEt..40000 PSi Mau SiRENtitH. TYPICAL THRUST BLOCKING FOR WATER PIPES i SR�1:t.{.. •j .� .l'.lY•Y-fL i jZ�� 1 L%. ., # �'�' ~ x' ffi i�r�P Ial, I ''QNkiRESI'm i't: IUB' tr82Ml.I•Tt °. r. •. tiRftMl:t�s�P I�stet� 1r0lsu �'!_ UI °o carr: J 11 Net JP R_TYXASEIAE tN d. Bl SPA AEa ANG1;iltlEjjTl DIwi`OR_lU1.ERSS MB''FI _ Gf ii t. t 9b.t;` I ti DEW- .F t n C{3N TI N -Eq 4 ,t� afA t t �;l` y' ;•i4Y'�iYlliV • �% .1 s . 4r s� us ilk 1. n :t.�.rl.�-`St 1 1 � Z��•.f t '_,` �. ;' 1 r± 9 - - cu>�.r> -.ter^w:rr• - ���>_l lt,� ,, - � ' - '�•.. .,�,,�.,.x .:��._.1t .:sc:,� x ss•:::.•,:.�w^�rc uA6Y,�: ?a t:._.. i`>'� t iF•'•CvAi�Yl:h_�t'3�'-ii`i:i-%Fi.. 'i' ��•vY •-"fu j -� ry� s't 1^ n 7 r�f:�t0• _ J '.VIElt1l' sM � ,t• , RESf'?niS1Bl3 i ESf�S�IfIL# l: Y.` nil $+.. 3 }• } .^JL It ..:.t�� F � -SATE :� _ �- ,•iv! � ;d.; ; '._.� �-'�'•.`Yi�t!-fi`�': i,` yE.i,, , .�tlrlii�! 311 s J}R©(CPtILE: � t �F wr7TCtiiYl.aSQAf iia R .i allatl §' tia�: �` : r �t or%Xt ittsfall � +WWI: tioi?A � -Ugif awng A( •� ? a SII#, cckfl� - ft Ott t(drl*, der , t U�?it,Xl1 a t l `A sem t In aitat u►adII r. o�i"CC iitE`s �` ulre�t � � @l1 5 ;.... � �, ��►� _ s ; ... � p �. s � �� clloS�Coi�tirnl' � .�._...._.__ Y 1 r.,,,_ t 0ri`;GOf1li ! P7f0�afii_�EQ 8 •..B • -. f•8 c� , j iuiisstc:�tt3I$f sxu%?�dyatg<,uai�t www.s�blil:�omlvXater�eivice/wat r quali } V_ . _......... __. .W.� _:.. - - e r e cEt towns Mss lsxaNls r ?1 AININGa fUk18ER ., s i .. _ e�ctc t w: ss l:nner,�;WNDAREW tAWINg _... i(DRAWIN.. NUMBER ID,RRf�tt : YF:: N � � �A1�YN - ERI*iiLRI~ ,N 3 I i.aOUBLfw CICI :�. _. N. r l t . !! - -- - _ •'i,� j :p`5, , IJ i E _nI _ ! r s °' s l Ei , �s_m,.q �t;E� RE Ii EQ srtt�tcGgitt b t r d rttrs ` R # REVE EC3• - - ,�4 ls? r , .. 1 5 da W& .ifot ' „IM1Y •,il• ��21 ASSEMBLY 211 & SMALLER ASSEMBLY 2" AND LARGER N. T. S. -LAE--j7-4 iL AUG 2 0` `4 ., %i�I F 52862 � GON N w, 'mss as -3°' H �� 6m 00 m co M r� ul)C' V' ul) a V) W � U �..� 04 C1a � V) w N Z o 0-4 C) r-, Q z py � rn o O +v U ni M W L W ® W � CA N W Ll Y U V.1 W u.l �1 o (1- N zw O F_ W S w� g•• � m o Q to J E/3 to fn NLLJ Q w o w aa. W .. ti a Z Z U _3 w Q U V)0 cL C302 SHT 12 -OF 37 .25' - 0' Kin Guestroom 105 260 SF A1.5/ X L 25'-0" 1 12'-8314" e I e King Guestroom 1C7109 King Guestroom King Guestro.o m Haight I : (Stairs ; ' Elec. NY I I U_ Reception. 101 King iauestrvom 2 31 - O)f 4 - ()A 1:03 —Ri—tiq —Guestromo 105 MeO.J,fter E01 King Guestroom 109 King Gueskoorn EXTERIOR] stcoorYt 201 I U $too 202 Queen/Queen Guestroom, 2,03 25 SF 204 ouleervaum Guestroom 206 King Guestroom 206 QUWWQ­u­QGn Guestroom 207 Ring Gue-siroorn 208 73 SF 209 Laundrv r L02 (I , Ues. Kin Guestroom room King Guestroom 211 King,Guestroom LEVER HANDLE W[LATCH : Queen/Ouesn G pastropm 1:11-9 King Guestroom t I rr LC 301, King'Guestroom. 302 Queenfou6en Guestroont 3033 King Guestroom 304 Quoan/Quori Guestroom 305 Ktng GuestrQpm 306 Oueen/Quciery Guestrotm $07 King Guestroorn, 200 SF 260 SF 261 SF Kin Guestroom 105 260 SF A1.5/ X L 25'-0" 1 12'-8314" e I e King Guestroom 1C7109 King Guestroom King Guestro.o m Haight I : r fit 259 SF 260 SF 261 SF MWES, - (Djs ,Floor Plan t. Door Schedule Room, Schedule ---------- Number,Name Haight 001 Chfcx in 002 Food Prep� 003 Reception. 101 King iauestrvom 2 31 - O)f 4 - ()A 1:03 —Ri—tiq —Guestromo 105 King Guestroom; 1,07 King Guestroom 109 King Gueskoorn EXTERIOR] stcoorYt 201 I U $too 202 Queen/Queen Guestroom, 2,03 King, Guestroom 204 ouleervaum Guestroom 206 King Guestroom 206 QUWWQ­u­QGn Guestroom 207 Ring Gue-siroorn 208 Queen/Queen Oversized —Guestroom 209 Govs1room, 210 3d 211 King,Guestroom LEVER HANDLE W[LATCH : Queen/Ouesn G pastropm 1:11-9 King Guestroom 214 Quseb.Queen, Access bla Gtteslrc om 301, King'Guestroom. 302 Queenfou6en Guestroont 3033 King Guestroom 304 Quoan/Quori Guestroom 305 Ktng GuestrQpm 306 Oueen/Quciery Guestrotm $07 King Guestroorn, 300 QuaerilQueen Oversized Guestroom 3.0.9' King Guestrasttn 310 ­Quq(ilfQ]ii; QverslzedGuzatroom 311 Kmg,Gpestroom 312 QaeanfQueen Guestroom 313 King Guowoorn 314 Queen/Oueen -Accessible Guestroam E01 Efec, [ELEC KEY CARD EXTERIOR,, Lobby L02 Laundry LS2 Liner Storage LS3 Linen-Stbrii4p mpi Meeh I Riser Rill lunisex post. (Djs ,Floor Plan t. Door Schedule Type M* Width Haight Hardware Fire Rating quantity !.d T -W V -.8" LEVER LATCH [SINGLE Exterior I hr Wall, 2 31 - O)f 4 - ()A T_ 4w ACTION INSfIJE, KEY CARD P. 5w 4'-p" 4'- 0' 1 6w EXTERIOR] Grand total: : 47 2d T. O V X,8" LEVER, LATCH. t.SINGLE 6 ACTT ONINSIDE; KEY CARD ]EXTERIORI 3d V W LEVER HANDLE W[LATCH : I (PRIVACY LOCK wl OCCUPIED INDICATORI 4d 3t. 01 LEVER HANDLE.LATCH WI 21, LOCK 3'. w 61:_,811 LEVER HANDLE W/ LATCH 35 [ELEC KEY CARD EXTERIOR,, SOLT ON INTERIOR] 61d 21 - 80 V -T SINGLEACTIO LEVER & 39 LATCH W1 LOOK 31-0* _a. LEVER LATCH [SINGLE 60 is 2 ACTIQN INSIDE`KEY=CARD EXTERIOR] Sri T -W w - 81, SINGLE ACTION LEVER & 60 Min. a LATCH 9d, V S' SINGLE ACTION LEVER & 3 LATCH W! LOCK 12d PUSH/ PULL HANDLE 2 (KEYED LOOK,, PANIC HARDWARE AT BUILDING, E=XTERIOR.DOOR Grand total. 91 Wall Key Win.dow-Schedule Framing Tie Ma* Wift Height Fire RA!jng I Quantity lw 4'-6" 5* -0" 36 121 a ................. 24 Studs 16`0,.c. Exterior I hr Wall, 3w 31 - O)f 4 - ()A T_ 4w T. 0, 4- G" 60 Min P. 5w 4'-p" 4'- 0' 1 6w Interior Unr4te0 Wall Grand total: : 47 2x4 Studs 16"o.c Interior Unrated WWI Wall Key Wil. Framing Detaff NOTES, In. I I 2x6 Studs Ift.a. See Sht A1.2 Exteri'or Wall 121 a ................. 24 Studs 16`0,.c. Exterior I hr Wall, 24. Studs 16'o.c Interior I hr Partition Wall G= 24 Studs 16"o c Interior I hr Fire Barrier Wall 2x6 studs 16"0 G Interior Unr4te0 Wall 2x4 Studs 16"o.c Interior Unrated WWI 12'- 91/4"_ in PM I 9 i 1& 4 0" )�n F19 r Pla�n. DOOR NOTES: 1. MAIN ENTRY DOOR MUST HAVE SIGN STATING: THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED. 2. ALL DOOR HARDWARE SHALL COMPLY' WITH;20114 OS$C 10Q8'. ,INCLUDING ALL HANDLES, PULLS, LATCHES, LOOKS, AND OTHER, OPERATING. DEVICES. 3. :EXIT (DQQR) HARDWARE SHALL COMPLY WITH OSSO 2014 SECTION 1D 00;t9, 4 DOOR OPENING FORCE ALONG ACCESSIBLE PATH PER 2014 OSSC 1101.9.2.5 ACCESSIBLE ROUTE. SHALL BE AS FOLLOWS' EXTERIOR DOORS" 81/2 POUNDS -FORCE (LBF) 07.8 N).; INTERIOR DOORS: 5 POUNDS -FORCE -(LBF), (92.2 N).. • WHERE ENVIRONMENTAL CONDITIONS REQUIRE GREATER CLOSING PRESSURE, POWER -OPERATED DOORS SHALL BE USED WITHIN THE ACCESSIBLE: ROUTE. • FIRE DOORS SHALL HAVETHEMINIMUM FORCE NECESSARY TO CLOSEAND LATCH THE DOOR. MA, Z AUG 2 9 2016 C CL M mmm 0 0 No= 0 0 LL 0 0 amnm snvm LL Ann" CM sums 00 LIJ Mti Wil. z C'11 iz LE w z z us c w X In 0 > Se M w 121 a Z CL SHT. 13 OF 97 9 114't 12 - W �, j � C4WI. (Dw 11T _T 26 - Y 26 - 0"251- 0$' 1,2'- 8 314' 'kiff ^" 1wQw Ro 118 TJ�0, Plan low Door Schedule Boom Schedule Number Name Commends 00 Chec*jn 002, Food.Prep. a" - W Rocapton 101 King Guestroom 1,02 King Aocessible 103 King Guesirvorn 105 King Guestroom 107 King WJ4r60'vn 109 King Guestroom 111 , King Guestroom 2(19 King G4pslrciom 202 QueerVQuon Guestroom 263 KiriaGuestmom 204 Queenfoudo Guestroom 2(6 King Guosln 266 Queen/Queen Guastroom 207 King Gu6stroorn 208 QueerdQueen OveisizedGuestrom 209 King Guerroom 210 Queen/Queen Oversized GuPstroom 211 King Gdestr6om 212 Queenfoueen Guemrpom 213 KIhg Guestroom 214 Quedn)iQueen Aocossioje Guesi room (PRIVACY LOCM W1 King f3uemrooto 302 QpeenfQupen GuesIrciom 303 King Guestroom 304 QueenlQueen ouesircom 305 King Questmorn 306 Queen/Queen Guesircom 307 King Guestroorn 308 QueeWQuaen OVesized Guestroom 305 King.Guestroom. 310 QueanlQueeh OveTsized Guestropm, $11 King Guestrom 312 QueardQueen Guestroom 313 KingGuestroorn 3,14 Queen/Queen Accessible Questroom E01 Elec. L01 Looby Laundry Linen Storage LIr � Linen.Storage IMI)i IMach I Riser ER:;) =1 lumsexRest. 1wQw Ro 118 TJ�0, Plan low Door Schedule 'Type Mark Width Height Hardwait Fire Ro 0, q Quantity #d a" - W v ":a" LEVER LATCH [SINGLE;, 2 a-' 7 ft ACTIONINSIDE, KEY CARD Z l6w h'-0,} I 2xs Studs. 16"o q Interior Unrated Wall EXTERIOR] lGrand total., 47 2d 3, -.Av 6' 8' LEVER LATCH. IS INGL E Yrt 0 ACTION INSID5, KEY CARD eXTERIOR] V -V LEVERHANDLE WILATCH (PRIVACY LOCM W1 br OCCUPIED INDICATOR] 4d V -:8" LEVER HANDLE LATCH W1 LOCK 5d a, -w 6'-V' LEVER HANDLEW11ATCH 35 [ELEC., KEY CAnp. EXTERIOR, �IbLT ON INTERIOR] 60 8" SINGLE ACTION LEVER & $2 LATCH W/ LOCK 7d 3! ".00 LEVER LATCH (SINGLE 6,0 Min. 2 ACTION tNsJlDt,..KV CARD EXTERIOR) 011 61- 8" SINGLE ACTION LEVERO�M �n, LATCH 9d 9 0, V.:8. SINGLE ACTION LEVER & 3 LATCHWI LOCK 12d PUSH / PULL HANDLE 2 [KEYED: LOCK,. PANIC HARDWARE AT BUILDING EXTERIOR.06.0R, Grand Natal 91 Wla.111 Key Window Scbedule Framing. Type Mad --- WidthHembl Fire Rating Qua2ly 1w 4� - 0' 6-0-1 36 2w 4'..,.$" 5fw W Studs a-' 7 ft T :. 01.1 Z l6w h'-0,} I 2xs Studs. 16"o q Interior Unrated Wall lGrand total., 47 Interior Unrated Wall Wla.111 Key Framing. 'Datcalt NOTES - "'j] 24 Studs 16!6.c. 2x6 Studs 16"o.c See Sht. A1.2 Exterior Wall E *qdlcir I hr W. all, W Studs In t0ior 1 hr P-Inition Wall 2x6 Studs 16"tox. Interiar 1 4r Fire Barrier Wall 2xs Studs. 16"o q Interior Unrated Wall 2x4 Studs I 07o;c Interior Unrated Wall og. - nit n1w I n1w 17O014 NOTES* I MAIN ENTRY DOOR MUST HAVE SIGN STATING THIS: DOOR TO REMAIN UNLOCKED WHERSUILDING IS OCCUPIED. 2 ALL DOOR HARDWARE SHALL COMPLY WITH 2014 1 OSSC 1008, INCLUDING ALL HANDLES, PULLS, LATCHES, LOOKS, AND OTHER OPERATING DEVICES. 8. EXIT (DOOR) HARDWARE SHALL COMPLY WITH OSSC 2014 SECTION 1008.1.9 4 DOOR OPENING FORCE ALONG ACCESSIBLE PATH PER 20140SSC 1 lot 2 2 5 ACCESSIBLE ROUTE SHALL BE AS FOLLOWS: V EXTERIOR DOORS, 81/2 POUNDS -FORCE, (LBF) (37.0 N). INTERIOR DOORS: 5 POUNDS -FORCE (LBF) (22.2 N), WHERE ENVIRONMENTAL CONDITIONS REQUIRE GREATER CLOSING PRESSURE, POWER. -OPERATED DOORS SHALL BE USED WITHIN THE ACCESSIBLE ROUTE. FIRE DOORS SHALL HAVE THE MINIMUM FORCE NECESSARY TO CLOSE AND LATCH THE DOOR 5/8'Type')C 2X6 Stud Exterior Wall. Interior Partition Wall 6f6'Type'X Gypsum 2A Studs 10 ,ap BuMing Or ding Paper Per Shear Wall Olan Challnel 6/6"TypeX Gypsum 24 Studs 16"o a Exterior I hr Wall 5/6" TYPOW Gypsum e Ix Gypsum 2X6 Studs 16-0 0 5/8* TypeX Gypsum 296 Interior Unrated Wall Typical Wall Framing Details luiWing Or Paper im hoar Wall Plan 5/8" Type °X Gypsum I hr Interior Barder Wall 5/8"Type'XGypsum 2x4 Studs 'Wo,c, 5/WType'X Gypsum Unrated 2x4 Interior Wall OREGON P�R IN I'-- Yi n IRES 12/31 /17 z I — w to CC z w G.W _j w FINAL SITE PLAN AUG 2 .4 2016 a. a. cs planner: 67 A SHT. 14 OF 37 xr Yrt br Rio z I — w to CC z w G.W _j w FINAL SITE PLAN AUG 2 .4 2016 a. a. cs planner: 67 A SHT. 14 OF 37 -WIVIWI WI. -Pt :R GROUTED VALL CONC SLAB #4 24"o,c. EA. WAY SL OPE TO�DRAIN PER CIVIL PLANS v-611 TYP DRAIN L �o P1 �a op�n n STR.UCTURAL CRITERIA GENERAL - RISK CATEGORY, It WIND; UI -TIMATE DESIGN SPEED =1:20 MPH NOMINAL DESIGN SPEED, - 93 MPH I-' XPOSURE -- B INTERNAL RRESSURE COEFPICIENT,-,+1-4:0 IS IMPORTANCE FACTOR .= 10 SS 733 Sl = 0:3116 :SITE CLAM, D, Soo = 0 5,91 $01 � 0 419 solsmlc Oesign Calegoty, !D' SPECIAL REINFORCED MASONRY SHEA.R.WS. ALL TOTAL DESIGN]4ASE $HEAR =i 3% (LRFD,L0AD) R.,5 MIM= =:EQUIYALENT LATERAL FORCE RESISTANCE R0QF' DEAD -20 PSF SNOW -- 20 PS14 + 5 PSF (Rain on Sriow Surcharge Load) � 25 PSF SOILS: SOIL BEARING CAPACITY - 2500 PSF 8A8.ED ON BEARING PER GEOTECHNICAL REPORT A',i WELL. AS'SQIL AND HILL NOTES' ON sHEET,si 1 Statement of Special, Inspeciboins - Trash Enclosure Steel..- Fabrication to be performed in approved shop (Unless noted otherwilsoon... - Materialverification of structural steel, (Periodic) - Reinforced steel. in watis (Periodic) Masonry: Level,g Quality Assurance - Compliance, with approved d submittals (Periodic) p -S0 -prepared mortar, mortar joints, location of mnfqrceMpn( and anphors (Periodic) 'Grout space; grade, type, size of reinforcement (Periodic} - Placement of grout (C,,ontinvo.us) Post Installed Anchors M55,pect per ICC, report requirements Titen HD (ICC ESR -2713) Soils * Excavation and soil conditions to supporlstro.cturAl fill (Perlpdlc)� * Structural fill placement (Periodic) .* Items required in geotedhnical report Ani Piper1l'0 et _8# LEDGER. 2X10 P.T. W/ 1/2" TITEN HD @ 24!1o.c,. STAGGERED - TYPtCAL. 8 .4' X IX L101: (2) COURSES; l IX '(2) #4 CONT. 5A.. COURSE. Raaf oJ�r� p 114 1/2" T W/ 61" MASONRY BLOCK I 2x10 VERT, BLOCKINGW/ CS22 STRAP BLOCKING TO BLOCKING (5) 10d NAILS EA. END (2)10d 6"oc, IN FIELD STRAP TO BOTT. OF BLOCKING ,SEE 9/A1.10 ROOF FRAMING - 2x10 24."o.o. LSU26 HANGERS 15/32" PLYWOOD SHEATHING 8d NAILS 6",o.c.. EDGES' 1L2"o c FIELD ROOF TO BE CONSTRUCTED AS A I hr ROOF / CEILING ASSEMBLY IN AQCQRDANCt WITH 2014 OSSC TABLE 721.1(3) ASSEMBLY 21 2014 O$SG TABLE 721,1(3) ASSEMBLY 21, ROOF CONSTRUCTION CEILING CONSTRUCTION Wood joists, wood 1 -joists, floor Base layer 5/81' Type X gypsum wall - trusses and flat or pitched roof trusses board applied at right angles to joist or spaced., a. maxlmum,,24!'oc. with 112" truss ZV oc, with 11/4" Type 8 or Type wood structural panels with exterior W drywail screws,24�'oc. Face layer S/ glut applied at right angles to top of 8" Type X.gypsurn wallboard or veneer joist or top chord of trusses with 8d base applied at right angles, to joist or awls Thbwoodotructural, panel truss through base layer with 17/8" Type thickness shall riot be loss thannomi- 8 or Type Wdrywall screws 12" o.c. at nal 112" nor less than r6quired by joints and Intermediate joist or truss. Chapter 21 face layer Type G.drywalt screws placed 2" back on either slde. of face layer end joints, IIZ'oc. N12L C �N� R 0,9 GUTTER - DOWNSPOI SOLID GROUTED t CMU WALL CMU Wall HT 476.48 Slab > 1�1 ? v �ali on 467.15 '70 East Elevation 4 11 of 1 , " 1/4 =, -0 LINTEL, L101, (2) #4 CONT. CHAIN LINK GATE WITH SLATS Nall HT 47 A8 1st Wa I 475.82 GROUTED VALL Za JT J _F I T- T: L T - Slab > 1�1 ? v �ali on 467.15 '70 East Elevation 4 11 of 1 , " 1/4 =, -0 LINTEL, L101, (2) #4 CONT. CHAIN LINK GATE WITH SLATS Nall HT 47 A8 1st Wa I 475.82 GROUTED VALL (2) 1#4 CONT. --- BOTTOM OF FTG., TO BEATMIN:, BELOW F.G. Slab 46_7,1_5__Q1y Nall HT M--\ 476-48 ­F sl �j b� South Elevation 467.16 f (3 CMU Wall HT 476.48 _'aF SOLID GROUTED' CMU WALL ' T67.15 \,27 7 ,TE W/ SLATS 1/4W S ��Ipa�lion 0 .DUMPS. ER FILL PERSOIL AND, FILL, NOTES! - SHT. SIA �6n� o, u �cl i o n� 3/ �1� �o So _ 0� SOLID GROUTED CMU WALL #5 HPRIZ"@ 32"o.c, - TYPICAL GJAU Wall f 4761., ....East 475.E �—QUTTER DOWNSPOUT 45 VERT. @ Wo -c - TYPICAL t CENTER VERTICAL REBAR. IN WALL u B6 8 ua PRC ANE OREGON C EXPIRES 12/31/17 Za (2) 1#4 CONT. --- BOTTOM OF FTG., TO BEATMIN:, BELOW F.G. Slab 46_7,1_5__Q1y Nall HT M--\ 476-48 ­F sl �j b� South Elevation 467.16 f (3 CMU Wall HT 476.48 _'aF SOLID GROUTED' CMU WALL ' T67.15 \,27 7 ,TE W/ SLATS 1/4W S ��Ipa�lion 0 .DUMPS. ER FILL PERSOIL AND, FILL, NOTES! - SHT. SIA �6n� o, u �cl i o n� 3/ �1� �o So _ 0� SOLID GROUTED CMU WALL #5 HPRIZ"@ 32"o.c, - TYPICAL GJAU Wall f 4761., ....East 475.E �—QUTTER DOWNSPOUT 45 VERT. @ Wo -c - TYPICAL t CENTER VERTICAL REBAR. IN WALL u B6 8 ua PRC ANE OREGON C EXPIRES 12/31/17 UJ .0 -J --- --- ----- - - 46.7.15 #5 DOWEL 48" MLU PER VERT, A M a.M z (2) #4 CONT.0 U5 Se < FINAL SITE PLAN AUG 2 9 2016 CL tolanner. Almlu SHT. 22 OF 37 Mit ■ UJ .0 -J --- --- ----- - - 46.7.15 #5 DOWEL 48" MLU PER VERT, A M a.M z (2) #4 CONT.0 U5 Se < FINAL SITE PLAN AUG 2 9 2016 CL tolanner. Almlu SHT. 22 OF 37 5�n•---�aq1 :-rEfev PLOREGON 501.41 I �R AN, ARCHITECTURAL COMPOSITION ROOF JTYP)�� { ; _ ; �r t _ • 7f _ f- � ,P�R�12J31112J311177 E� " ,. :s. .z •{ � )' � i 7- �{- ;. t r ,.-�1 ;__ _ E 7 { Jl - ;.::£ 2 Y . 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