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Plans (586) BU P2010-00169/SIT2010-00013 AUTOZONE 13407 SW PACIFIC HWY -- h--- CD CD C\I = - I-- _1_ '- CD / i E (a_ cp 1 gr I Ad / 17 111111111111111111111111111111111111111111111111111111111111111111111111111.111111111111111111111111111.1111111111111111111111.111111111111111111111111.111111111111111111111111111111111111111111111111111111111111111111111111111111111111111Z INDEX OF SHEETS . • RErc'111:0 , ,,, , , , ,, I,., > > > Lii t...1J LLJ CC c: (: ARCHITECTURAL 6510/2 _, R ,r„Li. 6 2010 ,,1--- Ln (s) A5 STORE=RONT / DETALS MECHANICAL ELECTRICAL CIVIL cm(,: ,:inAnD 1 AO COVER S- HT / CODE ANALYSIS A6 ROOF PLA\ / DETAILS M1 -EA-1\G & COOLI\G CO.0 COVER S-Ill C10 D-1-ITAILS RELD5',C EA1SION El POWER PLA\ / GE\ERAL \OTES SCOPE 0---- WOR< STATIME\T: Al FLOOR FLA\ / DOOR SC-IIIE / STRUCTURAL M2 RI V BI\G CO. 1 NOTES L1 .0 TREE v ITIGATION 2.1 , E2 ,\ IRSLAB CONDJIT / L\DER - C2.0 EXISTI\G CO\ DITIO\S L2.0 LA\DSCAPI \G CO\S-RCTION OF A\ AC-OZO\- RETAIL STORE I\CLD \G WALL DETAILS SO GE\ ERAL \OTES / DETAILS COJ\TER - POWER & DATA PLA\S C2. 1 SITE PLA\ L3.0 DETAILS ARCHTECLRAL, STR„CT,,RAL, MEC-A\ICAL, FLAB NG AND A2 IXTERIOR EH-NATIO\S AND \OTIS ILICTRICAL SYSTEMS, PAR<I\G LOT, ,TIL TIES A\ D 51 FOJ\ DAM\ PLA\ / DETAILS E3 LIGHTING PLA\ & DETAILS C3.0 DEMOLITIO\ L4.0 \OTIS C4.0 GRADI\G LA\ DSCAPING. A3 EXTERIOR WALL SECTIO\S 52 ROO= FRAMI\G PLA\ / DETAILS E4 PAIL BOARD SC-19,ES / C5.0 DRAI\AGE PLA\ A3. 1 EXTERIOR WALL SECTIO\S S3 ROO= FRAMI\G DETAILS 0\ E-LI\E-_- DIAGRAMS & DETAILS C6.0 WATIR & SEWER PLAN ., E5 LIG-TI\G CO\TROL PA\IL OWNER: AutoZone Deve opment Corporction CD A4 I\TERIOR EL-IVA-IONS / TL I PLA\ GP0. 1 GEOPIER DETAILS & ETAILS C7.0 DETAILS C7. 1 DETAILS Contcct: vitcn Brcrnlitt u) - c- i ,--) > > > U) L-c--' ia-i,-' RESTROOV PLA\ / ILEVATIO\S / DE:TAILS GP1 . 1 GI°P1IR PLA\ Voice: (901 ) 495-8714 I , I E6 VI\STAR -VAC AND C8.0 DETAILS LIG TI\G CONTROL C9.0 DETAILS Fcx: (901 ) 495-8991 1 _ LIFE SAFETY NOTES. . BUILDING CODE ANALYSIS co EXTERIOR WALL RATI\GS: C/) DOORS: DESIG\ COD1S: IBC 2006 EXTERIOR WALLS SHALL BE CONSTRUCTED WITH LIGHT WEIGHT CONCRETE BLOCKS EXIT DOORS TO BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A <EY OR SPECIAL KNOWLEDGE OR EFFORT. EXCEPTION: MAIN EXIT DOOR HAS KEY-LOCKING HARDWARE. G.C. OCC,PA\CY CLASSIFICATIO\: GROJP M (MERCATIL-1.) CONFORMING TO NCMA TE< 7-1A 1999 STANDARDS WHICH SAY THAT 8" UNITS TO PROVIDE A READABLE VISIBLE, DURABLE SIGN ON OR ADJACENT TO THE DOOR STATING "THIS DOOR TO REMAIN UNLOCKED WF-ILE BUILDING IS OCCUPIED". SIGN TO BE ONE INCH -Y1D-1 OF CO\STR,JCTIO\: VB ,\PROTECT D ARE RATED FOR 2 HOURS A\ID THAT IF THE CORES ARE EITHER GROUTED SOLID CNI 4:C CNI -5. HIGH LETTERS ON CONTRASTING BACKGROUND. OR FILLED WITH VEMICULITE THEY ARE RATED FOR 4 HOURS. N. L... \I_ V BER OF STORIES: 1 ALLOWED / 1 S-OW\ EXIT ILLUMINATION: 0, 4g:( EXITS TO BE ILLUMINATED AT ANY TIME THE BUILDING IS OCCUPIED WITH LIGHT HAVING INTENSITY OF NOT LESS THAN ONE FOOTCANDLE AT FLOOR LEVEL. THE POWER SUPPLY FOR BLUM AREA: 9000 ALOWID / 6446 S-OW\ OCC-PA\T LOAD FOR EGRESS: LLI EXIT ILLUMINATION HAS BATTERY BACKUP IN THE EVENT OF A POWER FAILURE. AREA I\CREASE: \OT APPLICABLE: EXIT SIGNS: IV ERCANTILE: 6446 / 30 = 215 ft C) 0 0 EXIT SIG\S TO BE INSTALLED AT THE REQUIRED EXITS FROM THE ROOM OR AREA AND WREN OTHERWISE NECESSARY TO CLEARLY INDICATE THE DIRECTION OF EGRESS. GRAPHICS, ILLUMINATION AND POWER SUPPLY SHALL COMPLY WITH CHAPTER 10 OF THE IBC. EXITS: LO >" 0 N. ...... FLAMMABLE AND COMBUSTIBLE MATERIALS: I SPECIAL INSPECTION REQUIRED 2 EXITS REQUIRED OR OCCUPA\T LOAD > 50 CO 1 FLAMMABLE AND COMBUSTIBLE MATERIALS WILL NOT EXCEED MAXIMUM QUANTITIES ALLOWED UNDER TABLE 3404.3.4.1 OF THE IFC OR TABLE 7902.5-B OF THE UFC. THERE WILL BE NO L State of Oregon Structural Speciality Code i•-• HIGH-PILED COMBUSTIBLE STORAGE. :DOT WIN- :215 °Ca,PA\TS X .2 = 43 IN. REQUIRED a 0 Ill CiaV;atte and Reinforcing Steel PORTABLE FIRE EXTINGUISHERS: MI\INJM = 72 IN. PROVIDED Z II ILI 1643olts Installed in Concrete TYPE, SIZE, NUMBER AND LOCATION OF FIRE EXTINGUISHERS SHALL BE INSTALLED ACCORDING TO LOCAL REQUIREMENTS. 2 0 O Special Moment-Resisting Concrete Frame INTERIOR FINISHES: :XII SEPARATIOV 110 - 55 I- I . REQ,,I RID ) O Reinforcing Steel &Prestressing Steel Tendons g all< C./ _ INTERIOR FINISHES TO HAVE A FLANE-SPREAD RATING OF 25 OR LESS. 100 T. PROVIDED a) l'I 111"<ructural Welding INSULATION: 0 High-Strength Bolting " VAXIMUM MERALL DIAGO\AL DISTA\C-1 u) 0 0 Lil WALL INSULATION TO HAVE A FLAME-SPREAD RATING OF NOT MORE THAN 25 AND A SMO<E DEVELOPMENT RATING OF NOT MORE THAN 450. ROOF INSULATION (FOAM PLASTIC) TO HAVE N Lo Ce > lEltructural Masonry o 0 < 0 A FLAME-SPREAD RATING OF NOT MORE THAN 75 AND A SMO<E-DEVELOPED RATING OF NOT MORE THAN 450. MAXI V A TRAVEL DISTA\CE: 200 / 88 S-OW\ .1.•a '41" 0 ROOFING: (- \ . \GRETON 0 ' 0 Reinforced Gypsum Concrete O insulating Concrete Fill AISLES: =, co N.--. r--- 0 ROOF COVERING SPECIFIED IS CLASS A. Ci; GREEN" ?, %,. A 0 Spray Applied Fire-Resistive Materials MNIVAV WIDT-: 36 I\. RE-.0„IRED / 39 I\. PROVIDED SHELVING: ,,,,,,,,,,44,0, M7Pilings, Drilled Piers and Caissons (ARIAS SERVI\G EiV1PLOYHIS 0\ Y) MAXIMUM -EIGHT OF SHELVING FIXTURES IS 12'-0" THERE IS NO "-IG- PILED STORAGE" IN T-E STORE. N , 0 Shotcrete SITE \ V I\IMJN WIDT-: 44 I\. REQ-IRED / 48 I\.(min) PROVIDE.-_-9 (3, ail C) 'I"4 N -- u,, ...sT. \ BONI TA \ S la S ec la I Grading,Excavation and Filling P PALIC ARIAS) Ch 0 T.--.1 . , 11111111K■Alaiiim■ 10 Smoke-Control Systems t1_5 VICINITY MAP :FJ Other Inspections , VAX. DEAD E\3 LI\GT- = 20 FT. / 15 FT. S-OWN tr) .:7 4 NOT TO SCALE .1-. .2 00 27.-i,; DEFFERED SUBMITTALS: DESIGNERS OF RECORD: pi orr:IfedIGARD ...., 0 (.8 k 1-51 THE FOLLOWING ITEMS WILL BE DEFFERED SUBMITTALS IF REQUIRED: ROOF FRAMING LAYOUT PLAN (Sc CALCS ARCHITECTURAL icksierstvaCieoe7a.t7l.y:FAopi 51-M.Q.....r 1....K"-- C 1 C.) FIXTURE ANCHORINGPLAN 8c DETAILS Name: ARTHUR NAVE I j ct 0 Address: Memphis,pChoiso,d1TaNnd 3111:1e.t, Atthed i 4) r3 ' ° 4u4km.1 Vi5:7te:tritiLt " ,., ,.;.% ci): I 01)(..14r! (:),.1 License No: 4841 Phone No: 901 -495-8726 SUBMITTAL L DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMI I I ED TO THE ARCHITECT OR ENGINEER OF RECORD, WHO SHALL REVIEW AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED CITY 119F TIGARD 4.'-; i4 cn" 1 ,4•""4 0 0 4.4 .,....4 r-i ‘,.0 SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED A D FOUND TO BE IN GENERAL CONFORMANCE WITH THE E DESIGN OF THE STRUCTURAL Approved 2(1E4 r I--r---- $1,), g I.,g 7 5.., a) BUILDING. Conditionally Approved I I .4 c,e) 0 pia !-- THE DEFERRED SUBMI I I AL ITEMS S-ALL NOT BE INSTALLED UNTIL T-EIR DESIGN AND SUBMI I I ED DOCUMENTS -AVE BEEN Name: TOM WALLACE SeeLetterto.Follow [ j c.) (,) APPROVED BY THE BUILDING OFFICIAL. License No: 15124PE Attached .....zeert)3 4, -4 cA Fi'l_'41 2 Phone No: 918-584-58 r'4-dnilitd _ N ,-131;Air11-1111.4ail, - li. , I , By: AigtMlit Date: Zillikea • cik' ' - • "'1;2 SPECIAL INSPECTIONS: i 6...- MECHANICAL al Airmunamenz os IN ADDITIO\I TO THE REGULAR INSPECTIONS, THE FOLLOWING CHECKED ITEMS WILL ALSO REQUIRE SPECIAL INSPECTIONS IN Name: 4 1 il DANNY DOSS . . DEFERRED . • , 0 ACCORDANCE WITH SECTION 1704 OF THE INTERNATIONAL BUILDING CODE. License No: 13365 .. Pk.thatakke Ammo . " lailinalif Phone No: 479-631-17.12 , fin Awn utimes ess ITEM REQUIRED ' . Usehenkla flumb1141 . SOIL COMPLIANCE PRIOR TO FOUNDATION INSPECTION SOIL ELECTRICAL - STRUCTURAL CONCRETE OVER 2500 PSI STRUCTURAL Name: DANNY DOSS .* $13P Dius**1 oft* EXPANSION AND/OR EPDXY ANCHORS EXPANSION 03/25/10 License No: 13365 4000• STRUCTURAL MASONRY MASONARY Phone No: 479-631-1712 WELDING WELDING ' 65W2-R Al designs, drawings, plans, and specifications as instruments of service are and snaIl remain the property of AutoZone, Inc. Use is limitec specifically to said property. Possession of plans does not authorize use of same for construction of otner projects, any reproduction is prohibited without the APPRoven PLAVS INCLUDE uticArrAentrot express written consent of AutoZone. Written cimensions on tnese crawings snall nave prececence over scalec dimensions. Contractor snall verify and be responsible for all dimensions anc concitions on tne job site. This office must be notified of any variation from tne cimensions and conditions .,. .ECIFICATIONIRXX OFFICE COPY shown by drawings. Neither AutoZone, Inc. nor the designers responsible for the crawings herein will assume liability for mishaps before, during or after the application of said drawings as a guideline for actual construction. ® COPYRIGHT 1997 .ies UC L CALCS A- 0 TECH 1:44cR° POCUMENTh 94'-8" 1 '-1 "--- ' ii, 92'-6" 1 '- 1 " ---- ' ELASTOMERIC SEALANT W/ . FINIS- ED WALL TO FINIS- ED WALL A/ NEOPRENE BACKER ROD r5 ,I ep eN -r-i- :-. _- F--- I _L_ i / 32'-0" Al.)\,.., 30'-8" 1/2" GYRBD. ON 3 5/8" METAL - CD / / A4) JaAromiramBwrgei,rmravoirgirmt . ..._... >-- . 11111111111111VIIIiiihm STUDS W/ R-13 INSULATION a41_1 1.-11\ / Wawa!ilim.---inummMII=AilmEnisollal (Ti D \ \_..) - 1 Nc- C_) A...)It_t_■.,:■.,,i"-"lai re.. ....."' ._*.f. '_ " g 5'-4" 1 III 11111 INIIIIIIIIIMI ME _ wo I ::i tow. cl Evo v . 1 it t t 1 * m1111111= Ell 5 it/ 1g 1 1 ,-.. 8" CMU iiJ - - 1 t CASING BEAD W/ SEALANT 3'-4" 1 I R EXIT 4-- 39'-4" - L SEE \OTE 5 29'-5" MN RI 0 iD, :(] © A )1 1 -(N 1/2" 5/8'' rip........1111111 Ai CLii: ,, _Imiliamm:1111111-11.11111111---- 4:1111.11.111:4-mmi....11---- - 11111111111111111.111.111.-/ II RUBBER CONTROL JOINT Iv ETAL STUDS W/ R-13 1 .miii.„..,.- in 18'-7" 30" j, (..,)EN1.14"TIC I %Alm ' '""111111 41 I\1SULATION 1111 I STEEL TUBE COLUIv Ii a D ....m.MEIEN ...... _............ ' I 6 '7' ENE \.. *.:Bwo 8 ... u 11 -.\ Illr i iiiiii -- - - - - - - 01 .4 NOTE: SEE STRUCTURAL DRAWINGS IMO .4.1 - 1.-- LCD (__O \----2- t- Nraly 10'-8" , ----i 1 EXIT 0 , , 1 3/4" = • '-o" FOR REINFORCING REQUIREMENTS AFS01 PO m'' ..: co EXIT ' -1-(-) IIIIWNIM 4--;.• 5 EXPA\ SIO \ JOI \T DITA L r_ _>_ _ _701 _ _ _ _ 4. >- - - --r- - - 4- (--1 H - - C:D 0 ...... . I I .4. co \ \- I e.„,_ii , ,,,,, CASI\IC BEAD W/ SEALANT I 1 I I 1 1 II 4- :,. icp -c.N All sta-- t, F71 1/2" GYP.BD. ON 3 5/8" METAL 3'-4" I EXIT 4_ _ _ __I 1 1 I 1 I III / 11 I 1 CHAIN OPERATED INSULATED DOOR SURFACE MOUNTED ,k ..... ...,. ( ,lisf -1C-01M111111141111 111.11111111. A. 1CD (1) _.■_ \'`-'/ 7 ,........... Iii.,4a11 ribliAl 1 ,,- S-IUDS w/ R-13 INSULATION .1 !Mom ri ___J Him 1 _1 1 1""1 24 GA. GALV. METAL HOOD 1111111= Ai <1 k li -41 8" CMU < -- . PAINT TO MATCH WALL 1-- I ..... 'mil ___ III -- up ' E um IIIIIIIIIIIII IIINIIIIIIIIIIIIIIIIIIIIIII ear Am. mos am- 1. -Lim .--- CD a c) * 1 I _ _ _ , 3'-3" ui .1 1 2 Al I I 41 A -..-1 \ -c-NI 117- "11 H- 1 _ Al ii II' > , ,F- - 1 I -mum mum muummuun t._--. 1 , I In 0 _. t _ -) L CD LL-1 11111111 111.11. 1.111111- MM. \ < I I-- \ ,..., .) ---11 ,_..I A _I__ i 111""" I :-, r-0°-) I " I -Mil MEI_= =- -- 1 LIME NM 1.01.111111111 ■.. ., 3/4" = 1'-0" AFS0265w2 < ...... ____ 10'-5" ,( ,I-I 5I-0" I--,D1 9 REAR GIRDER _I \ I COL, M \ W n I_LJ --IMMI MN NM NM ___ SLIDE BOLT .1 = 1 1 r MR I 11111 I 1111 LOCKING IN -_ D (r) :i (---- 2- Y B01 10M BAR LT: - 8'- 5" I °- I I - I - ' .,-. cp BOTH SIDES T-IS SHEET CO a 7:=> , I w7;'-10'' ----- C\1 W 1 • _____, 1 : I 7 - , 1 Hfi, I 1 CN/ -cN ___. . I i"--1.--1---i-1 1 ___ -c• I h-, I 1--) ) 0 1-) , I rffins '' mli 341 COUNTER -11,-.J.. , . ..., I I HEIGHT -1 .-:will ,t-m, 1 - I - - ° ___i ga :;:wil -- (f) 1 I Ir--1 -- ,-1,- 6 OV:IR - - DOOR - . L. ...) ,,,:,. - .* >-- - - --1 CC Et ..., , 1 1 i - 1 i - 1 - ___ NOTE: G.C. TO INSTALL 6" X 8'-0" ALUMINUM i ' . 4. - ------ 1 0 0 - i C-AIN GUARD ON WALL AT OPERATING SIDE / , I EXIT ) >"" 0 \ \ ) ! D * (DFQ --It® .., i I . I \ \ 1/2" GYPSUM CY) I PROVIDE WOOD BLOCKING AT I .00 _}-----' .__ 1 BOARD - -, 3"__ k_ CMU WALL AND MOUNT DOOR a 0 \ / FINN Z . CANISTER W/ 5/8" EXPANSION . 1 '-6 1 /2' I 111 Z LT. _ _ 16'-8" 45'-4" 7 32'-8" r ! 4,4 BOLTS, THREE PER SIDE, < / / / / EQUALLY SPACED VASONRY OPI\ I \G '-'00 !PC Iiili \GO _ I hzto, A ili CMU LINTEL SEE (/) CL \OTI: :--,.._' we '45 STRUCTURAL DRAWINGS a) Et 11 :7F1 • C (1) CI 0 © = 2A/1OBC FIRE EXTINGUISHER. G.C. INSTALL EIT-ER ON WALL SURFACE OR ALUM. MULLION. MTG. HT.=3'-6" A.F.F TO TOP OF EXTI\IGUISHER. COILSIDE I 0 Ct N Lo < 0 EXIT DI\OTIS LOCATO\ OF LIG-TED EXIT SIG\S. SEE \OTIS S- 11- A-0 A\ D LIG-TI\G PLA\ S- F_1-T ---_-3 I INSTALL 1/8" BENT STEEL CD -1-, .1. = CY) * s II ALSO DITALS T- IS S- EET FOR TACTILE EXIT SIG\ RIM, REVE\TS I PLATE AT JAMBS AND HEAD OF OPENING. ATTACH TO <- - - - DENO----__S PAT- OF =__GF_SS t\- BUILDING FRAIvING. EXTEND AND COPE PLATE TO NO-E: SEE LSO FIRE A\D LIFE SAFETY \OTE--3, OCCJPA\CY A\D ----___XITI\G DOOR HT.8'-0" TO FIN, FLR. EXTERIOR FACE OF WALL. c.) ct CALCS 0\ SHET AO HEADER -T.= 7'-10" A.F.F. BRUSH LINTEL SEAL 4 N VO r C) c:7 ...., r.....I 1/8" = 1'-o" 5/16" = 1'-.0" ADS01 oo 1 1 -FLOOR PLA\ / 2-- RE - LIFE SAI-EIY PLA\ 7 OVER - :1AD DELIVERY DOOR 0 it: +4 00 , BENT SEALANT impainii I. 9 „ N 1 . REFER TO STRUCTURAL DRAWINGS FOR ALL DETAILS AND REQUIREMENTS REGARDING FOUNDATIONS, WALL REINFORCING, BOND BEAMS, LINTELS, AND ROOF FRAMING. 1/8'' ralmriffirwa wir-ra 1/2" GYP. BD. f---- f - EXIT \ \ . rn cd C) 2. REFER TO CIVIL DRAWINGS FOR LOCATIONS AND DETAILS OF SIDEWAL<S, PIPE GUARDS, ETC., AS WELL AS FINISH FLOOR ELEVATION AND EXTERIOR FINISHED GRADES AROUND THE BUILDING. ON 3 5/8" \ PLATE WIT-1 111.--li \ Z ;8 k 3. INSTALL 6" WIDE, 20 GAUGE GALVANIZED SHEET METAL STRIP BETWEEN THE BACK OF THE GYPSUM BOARD AND T-E FACE OF THE METAL STUD AROUND T-IE ENTIRE PERIMETER OF THE BUILDING, AS WELL AS BOTH SIDES OF T-E CURTAIN WALL. TOP OF STRIP TO BE 93" A.F.F. ANCHORS AT 16" ._1111104 METAL STUDS - . EXIT :zcip / REFER TO SHEET A-4 FOR DETAILS OF CURTAIN WALL. O.C. GROUT SOLID -csiI - ' A -"-'-- W/ INSULATION NOTE: O.H. DOOR I 13'21" ADA TACTILE EXIT SIGN /// 4. SEE SHEET M-2 FOR LOCATION OF NON FREEZE YARD HYDRANT AND INSTALLATION REQUIREMENTS. ANGLE TO BE 6'-0" M.O. NOTE: COMPLETE GYP.BOARD WITH GRADE 1 1 BRAILLE. tzu cm) icci WELDED TO BENT Al- I ER DOOR INSTALLATION WALL MOUNTED 4-P S cfr? 5. INSTALL 1/2" X 4'-0" X 8'-O" AC PLYWOOD HORIZONTALLY WITH THE LONG EDGE ON THE FLOOR AND THE END JOINT CENTERING ON A STUD. APPLY PLYWOOD TO THE FACE OF GYPSUM BOARD WIT- SCREWS TO FACILITATE FUTURE REPLACEMENT. SCREW TO VERTICAL FURRI\G PLATE DOOR 0 V FR. BY TACTILE SIGNAGE AT STRIKE SIDE STRIPS 24" O.C. WHERE BLOC< IS EXPOSED ON THE INTERIOR OF THE STORE. SEE 3/A4. G360 FAR K CREEK OF EXIT DOOR Q 4• •r...4 ‘,.# '16 GP\. HOLLOW METAL FRAME CITRUS 1115. , CA 95G2 1 -4-4 0 c:14 •,-, 6. SEE SPECIFICATIONS FOR INFORMATION ON ITEMS NOT COMPLETELY DELINEATED ON THE DRAWINGS. SEALANT W/ (3) "T" ANCI-OR PER JAMB 1,8,, = 1'--0" ARNO1 ;•-■ .(..1N1 ,..4 W 2 E- 4-4 PLO :.- NO SCALE 2 =LOOP P _A\ NOTES 3" X 3" ALUMINUM 'N Arifir 1 /2" GYP BD ON ' ' 1 ,:_ AT T, j A N/B GUARD ADR DH HEAD VA/D '2-3•:.- I 0 TACTILE EXIT SIGN A-- *''' _OCAT ON =LOOP BAS7 WA__S C _C . RIM . SEE SECTION os8p7EocoincoAFTIoTHNEs MITERED CORNERS ifilh:117,-1_11111 : 3' 5/8" METAL 11.---- "-HICW 4 STUDS W/ R-13 M < SI Z--_-_ TYPE FRAME JAMB - IAD ADA / EXIT -ARDWARE INSULATION 9,, „*' ARTHUR R.NAVE 1404 6 DET. DET. f f 4 A " " LIJ DOOR 0 ( - TAD S MILAR) . Q ____) c) _Jui F-1.- u STEEL OVERHEAD STEEL Lii c3 A 6'-0" x 8'-0" 68c7/A1 68c7/A1 C._CD s t e :IL: TN ,: F--- >-. ROLL-UP ANGLE / f EXIT . ,,, . c, . . 3'_o" x 7'-O" x HOLLOW -OLLOW B 8/A1 8/A1 PUSH BAR EXIT DEVICE 1/2" GYPSUM BOARD 1'485"ii - ,d--( ,, ----- 5- Cr cD LI: (...) 1 -3/4" METAL METAL iN , METAL STUDS 1 '21" -OLLOW METAL i , EI ----' ADA TACTILE EXIT SIGN WITH 3'-0" x 6'-8'' S.C.WOOD HOLLOW 8/A1 8/A1 LEVER HANDLE PRIVACY SETS 'kJ.; ir111 FRAME AND GRADE I I BRAILLE. SALES AREA • • • • C UNDERCUT DOOR 1" ANCHORS ADS02 NO SCALE 0 .....-0 1,--,, 03/25/10 3'-O" x 7'-O" GLASS & ALUMINUM SEE MANUFACTURER'S 2"- --'" --- 2" , MFR. BY TACTILE SIGNAGE D ALUMINUM 5,,/ 6360 PARK CREEK 65W2-R REST ROOMS • • • • x 1-3/4" SEE SHEET A-5 SHOP DRAWINGS `-'8 \ 2'-6" x 6'-8" S.C.WOOD HOLLOW CITRUS 11T5., CA 9562 I E 8/A1 8/A1 UNDERCUT DOOR 1 " (PAIR REQUIRED) DOOR 00 (- AD SIMILAR) DOOR MOUNTING x 1-3/4" PAIR REQUIRED METAL (FROM INSIDE) 9 I 6-9 67-6050 3/1 6" = V-0" AFC01 3/32" = 1'--0" ADC01 3/4" = 1 '.--0" tactile exit sign AsImi 1 3 ROOM Fl \ IS - SC - ID L-:_-_ 4 DOOR SCHIDJLI___ - - OLLOW VETAL DOORS & FRAMES 8 JAV B D -ETA LS I I TACTILE EXIT SIGN . _ , , O PREFINISHED ALUMINUM COPING COLOR: BLACK 0 CD afr SNOOTH FACE CONCRETE MASONRY UNITS SEE PAINT E Oil DETAIL SCHEME THIS SHEET ` - } 1 © WALL MOUNTED LIGHT FIXTURE o A3 5\ 4 PIPE GUARD WIT- RED SLEEVE/ . EQUAL EQUAL y MFG. WHITE EXTERIOR INSULATED FINISH - PAINT WHITE 1 1 6 PAINT MAN DOOR RED & METAL FRAMES BLACK +1 •'-10" ® ,�,- _ �- ,- +16'-10" DO NOT PAINT OVERHEAD DOOR PAINT ANGLES BLAC< '1 JB.H. rf �, w w - 8 EXPANSION JOINT `-© — - - I I a - co 9 ALUMINUM STOREFRONT - RED KYI\AR FINIS- 10 GLASS AND ALUMINUM DOORS - CLEAR ANODIZED FINISH (71 \ \ Nk ‘ \ \ LINE OF FINISI-ED * FRONT WALL SIGN - 42" Cloud LStr \\ ® \ \ \ - FLOOR RIG-T SIDE WALL SIGN 42 Cloud RStr ' A ' -1''A - / FRO N T WALL ip TOILET WALL VENTS PAINT TO MATCH WALL • 1 ' (HIGH SIDE) 14 STORE ADDRESS - 6" WI-ITE REFLECTIVE NUMBERS 3 < 2/ 4 <14 (10 3 3 <16/ 411 KRITP GMT'i'EAKIEVIXERSHOUlTSAIMEMATO HMUC GROUND WaGROUM WALL COLOR. ADJACENT 4" H. X 6" W. OVERFLOW SCUPPER. FLOWLINE 2" ABOVE ROOF. up 16 BOND BEAM AT ROOF LINE O 0 LEFT SIDE WALL SIGN - none Li 2 I , I A3 N)\\,1 w t r� - ' 1/8" = 1 '-0" AWNO 1 W F- , _I 1-- „ 2 I _EVA ON ,KEY \ O =S 0 . +16'-10” +14'-1 0"Aini_ . J.B.H. Z J B.H. luri `- \OTE: CE\TER ALL WALL SIG\AGE V=RTICAL_Y 0\ N Z N T-E PAI\TED ORANGE STRIP-. PAI\T ORA\G= r,, <( — _ / / STRIPE TO WIT-I\ 2' OF WALL SIG\. DO \OT °, VJ ;K: // PAI\T ORA\GE STRIP= B--I\j SIG\. Z 1 \ ce 0 •' \ 1 LEFI SIDE WALL oF. 6 <16> < 3 < 6Y 8 K 2 C° >" Q Cl, ' W ci 0 J PR_ FI\IS _D Z u... LLI ____I COPT\G: BLAC< � 0 Ct �__. CII: 0 < COLOR: W-IT- y5 p„ 0 15 1 ri �COLOR: ORA\G=Iiiii COLOR. W-IIT_ 0 COLOR: BAR�C GRAY ° D u j +14' 10" � ° ° ■ ' e ° ° ® +14 -10 ��.-_. 0 ° '� Elm — COLOR: RED M _ I. J.B.H. ....�. m B.H. — N Q E-- W 1.11.11111111111' COLOR: W-IT- INNIcomon _ COLOR: vlEDI_M GRAY � �� NI IL li � ___�I�•� COLOR: DARK GRAY .� o FI\IS--� FLOOR 44 N Ili 1 • REAR WALL O? u ° • 1 1 (LOW S 1/8- = 1'-0" AWE01 4 -1- .5.4) 00 3) ( 8 16 3 =X I =RIOR WAL_ COLOR — _V = 13) c= 4'1 GENERAL NOTES: i S 0 O 1. REFER TO SECTION 09900 OF THE SPECIFICATIONS FOR PAINT AND G7 I'--i cv EXTERIOR COATINGS. ALL COLORS ARE BY SHERWIN-WILLIAMS PAINT o 4 E—i COMPANY. en w v E 2 a) a) `1 °o 0 3 2. PAINT RESTROOM WALL VENTS TO MATCH THE ADJACENT WALL a) cu pC 1 A3 COLOR. N o U as r I _ 3. SEALANT AT EXPANSION JOINTS TO MATCH ADJACENT WALL COLOR. 2 '`'' oo , ,�"' 0 n 1 0` Q,, +16'-10" AL. _- /_a..__ _ (--+ 4'� to 74 111,y■\t` �VvV�I'/////////WAINF/��I a) / ,�►��> r_�,,�,i ��c�nr��iiiiriiiii�►in� I „ 4. ALL MASONRY JOINTS TO BE CONCAVE TOOLED. • • h d- ,.1 J.B.H. lV/. i'//' '�i�/fiii�i��>ari//fiAM i +1 4 -1 0 1 •r•i v O r-i 0 J.B.H. _ _ _ a) Q 4 G _\ =RA L.- \ OHS_S �° ° h I I 1 1 U ..j o SIGNAGE NOTES: N W d I 1. AUTOZONE WILL FURNISH SIGNS UNLESS SPECIFICAL NOTED ON �—' :NA �"' �"'A THE DRAWINGS OTHERWISE. AUTOZONE'S SIGN VEND WILL PROVIDE � �N - - FOR THE INSTALLATION OF THOSE SIGNS ON FOUNDIONS AND WALL SURFACES THAT ARE FURNISHED AND PREPARED BY ^GENERAL .� CONTRACTOR. a�rrs�r�c v� rot, , 1 RIGHT SIDE WALL ► 3) K 8 2 1 6 2. SIGN INSTALLER SHALL OBTAIN SIGN PERMITS AND G NERAL moms TN 0 4 CONTRACTOR SHALL OBTAIN FOUNDATION PERMIT FO FREESTANDING LIMNS=moms, q 6 SIGN. 7i {4/f® b.` 3. GENERAL CONTRACTOR IS RESPONSIBLE FOR INSTAL . TION \``\\4 COORDINATION, PRIMARY ELECTRICAL, AND FINAL ELE TRICAL HOOK-UP. SEE "SN" SHEETS FOR ADDITIONAL INFOR ATION. 03/25/10 4. SEE SHEET E3 FOR LOCATIONS OF J-BOXES TERMI TING EACH 65W2-R J = JOIST WALL SIGN CIRCUIT. B I- BEARING HEIGHT 1/8" = 1'-0" 3/32" = 1'-0" AWN02 A MEI 2 1 EXTERIOR ILIVA 0 \ S 5 SIG \AG - \ OTIS — B „ ILDI \ G O CD N L CD CD a N C9 @ CONTINUOUS 2X8 WITH WOOD BLOCKING. CONTINUOUS 24 GA. GALVANIZED STEEL ANCHOR TO 8" CMU BOND BEAM WITH HOLD DOWN CLETE, BOTH SIDES OF 1/2" DIAMETER ANCHOR BOLTS 4'-0" O.C. WALL, AI IAC- TO CONT. WOOD BLOCKING. d- Lo (__CD SLOPE 1„ PREFINISHED BLACK ALUMINUM 11, �` COPING W/ CONT. HEM BOTH SIDES. iri� 12" III ;, WALL FLASHING---__ MINI ' 4" REQUIRED jil ' 4 CANT AS EQ r iii SMOOTH SURFACE ROOFING L. ________ ♦N I Cf) O Cr-) ii N h ) 1" = 1'-0" AWS05 L PARAPET T D -7---TAIL EXTERIOR WALLS SHALL BE CONSTRUCTED WITH LIG-T WEIG-T CONCRETE BLOCKS M CONFORMING TO NCMA TEK 7-1A 1999 STANDARDS WHICH SAY THAT 8" UNITS CV ARE RATED FOR 2 HOURS AND THAT IF THE CORES ARE EITHER GROUTED SOLID Z OR FILLED WIT- VEMICULITE THEY ARE RATED FOR 4 HOURS. Q F- „,. L.L.fl W (0 ›— co i J o 0 <C SMOOTH SURFACE ROOFING SYSTEM 0/ R-30 Z LL 4 RIGID INSULATION. TURN ROOFING UP WALL AND CD o Ct ANCHOR UNDER COPING A3 O C( 4” PREFINISHED ALUMINUM COPING TOP OF MASONRY + TOP OF MASONRY Q Ct TOP OF MASO\JRY + �-- » „ 20'-10" A.F.F. +20'-10" A.F.F. Q Cl) 0 W 20 -10 A.F.F. ig i i71:: ,� ), 1) )) f) ' 1 1 AI 0 0 < I- 2" X 8" WD. BLOCKING Al IACH TO BOND W/ 1/2" X 6" 111 " n :Ell 4-, .I. 0 X - \ " A6 J-BOLTS AT 4' O.C. II W �� < F-: 9 li 1 il " GALVANIZED METAL SCUPPER SLEEVES. , 8 CMU BOND BEAM SEE STRUCT. DWGS. FOR _ - •1 'U! (PRIME AND PAINT) �, .... .......::.......:.:::.:.......:..:...:.......................i � . REINFORCING AND ELEVATIONS mil •'II11I 16'-10" A.F.F. 1111 � � U 91.x ni — --:;�ir� ,i -� !61:ail: :mom¢. .r'�+�i 7 [ 11 STEPPED BOND BEAM SEE EXTERIOR ELEVATIONS AND STRUCTURAL DRAWINGS LEADER HEAD (PRIME METAL DEC< 0/ STEEL JOISTS O.F.C.I. 't:; % i: CT 0 4 AND PAINT ALL '. ` 1 �:�:� � : SURFACES) 7::. r.iJII 4" HIG-I CMU I�; 4 HIGH CMU ;I1 i r:iIi��i i, !, 114, © E t:iUi: 12,_2„ A.F.F. 1 �:.:Ii i 12'-2" A.F.F. �j +12'-2" `-' �4 vD,..5; � a Y i i is�i p k ).v , ;I! �i �'�.1O i,1 ....t-•� • E �.�?! ate, , ; rte. [:.;l,1 ■ !•! 1111% O I DOWNSPOUT MIN. SIZE TO BE ° '';s � ,� � `p � 8" CMU SEE STRUCT. DWGS. FOR REINF. iii �:.a TO WALL ; II,�: z AND ELEVATIONS FOR FINISHES I WITH (3) STRAPS��.:i 1 11111' � V i 1111: INSTALL 6" WIDE, 20GA. METAL STRIP HORIZONTALLY © I w �- �1 AROUND PERIMETER BEHIND GYP.BD. ATTAC- TO rtii;;i1! %i EE HIGH WALL SECTION FOR ADDITIONAL :�I=F.F. , :8. DOTES AND REQUIREMENTS. 1 , � /.I 1 i �;u, ;I; TIE DOWNSPOUT INTO STORM :I;. : ' ' G4 %Ii 1/2" GYP.BD. ON 3-5/8"METAL STUDS 16" O.C. W/ WATER SYSTEM (SEE CIVIL PLANS ;,,ate N W CRAFT BACKED R-13 BATT INSULATION. SECURE ALL ) �' w w %!I 1 1�.1 1 1,�:j�j;:I FOR SIZE AND LOCATION OF LINES ; . !-� r'll STUDS TO CMU W/ CLIP ANGLES 4' 0.C. VERTICALLY t1iIi ir i, 1•1 4" VINY_ COVE BASE AR 4 ARTHUR R.NAVE erl) 4" :, .; 4 VINYL COVE BASE ��, 1 � , • , r; If . , , FINISHED FLOOR = 0'-0" �� l' \ 'WS FINISHED FLOOR = 0'-0" E'',' REFER TO SITE PLAN FINISHED FLOOR - _;,I ?" REFER TO SITE PLA\I f ' 11 N - :� = p- 1 MEMPHIS,TN v v d e ° ill, ^� � � 4. G <`!� ° 1 e . _ > • G°V r SEE CIVIL DWGS. FOR FINISHED F 444:7/14/1 0 �`-; SEE CIVIL DWGS. FOR FINISHED GRADE r —'Qua -�.�� - GRADE -- -III-I I E-i i l-III=i I=i I I I t- � � :. - - - - - SEE CIVIL PLANS FOR FINISHED GRADE -III-III-��-��-III-1T _��=III=Ti=i�i ��-�I�-I��-��I-��-��- 1i1 iii Iii Iii=ti CONCRETE FLOOR SLAB OVER MIN. 4" O F " ��-��fil i-I I-111E-11 i-111-111_ -111=1�1=111-1 1 1 ►�►-��_►�► ,� i-��-ITi=�� ELEVATIONS ��-��_��-��_ 111=iii=1!1=� GRANULAR FILL AND COMPACTED SUBGRADE 11=}11-i1-1 CONCRETE FLOOR SLAB OVER MIN. 4 OF GRANULAR 03/25/1 C� ��=111-I 1 HEAL--=-111 i i—��i_l� i�-iii-1 H-111-1 FILL AND COMPACTED SUBGRADE 1i im---11 H itl1, f1-111 SEE STRUCTURAL DWGS. FOR FOUNDATION DESIGN AND REQUIREMENTS SEE STRUCTURAL DWGS. FOR FOUNDATION DESIGN 65W2-R AND REQUIREMENTS 3/8" = 1'-0" AWS01 3/8" = 1 '-0" AWS02 3/8" = 1 '-0" AWS03 A.. 3 1 WALE- S :-CT 0 \ - - G - SID - 2 WA_L S -CTIO \ - \ D WALL 3 WA_L S -----C110 \ LOW SIDE h o C f- c -) cry >- C -,- in CO Li W W o c c LO up 0 O a, cr.) —I > > > CO L.LI L.LI III ° CC N hr.") CO u'') N N Z 0) Q I-- 0 c,..., W 1/4.., (I) MEMBRANE FLASHING OVER "1 2 / CL7 >- PLYWOOD SHEATHING 1 PREFINISHED ALUMINUM COPING CO = J 0 _ Q Z SMOOTH SURFACE ROOFING 1 " E.I.F.S. OVER 1/2" PLYWOOD a) 0 1....t SHEAT-ING AND 16 GA. METAL 0 Q e-f5 CL Q STUDS 16 O.C. CONTINUE E.I.F.S. AND PLWOOD SHEATHING G) ON SOFFIT TO STOREFRONT. (!) 0 N ,r u..1 o < ee �"_ %.4, A.-- Et - CO -- W 1/2" GYPSUM BOARD ON 25 -'__ - __ = =- II GA. METAL STUDS 16" O.C. w/ 11 mil li III IIII I R-13 BAIT INSULATION. v ., C ■ cc3 c:) +4 N 00 � 4 LA O ct' 00 t: I ..4. -4—, 00 ,-, c.„PiN, I /r; C.:) J *trel 11,, A-5 milk v.....1 , `4p a 00 w 0 CONT. DRIP IN E.I.F.S. cd 00 2 1/2" 25 GAUGE METAL STUDS @ g I 0000 0 ci 1 1•••1 ' �` 0 I p.i FRAMING O•••. SOFFIT FRAV1ING - 4) a� iti -'1 pl":4 F..4 C7\ tiD to 1/2"PLYWD SHEATHING IVI _ " " �" •�,"I 11 I WATERPROOF SHIELD ica N1 ni ST OREFRONT GLAZING SYSTEM PROVIDE ,_..BASE COAT � CONTINUOUS BLOCKING AT HEAD cu ;� Q CHANNELED '•••••;;I • SECTION. SEE SHT. A5 FOR r4 c • • pa INSULATION BOARD MOM STOREFRONT ELEVATIONS. M '� ra1 0 FORCIG MESH h� FINISH COAT 0•,•0•,� /r Mil 1 1 A- 1 LINE OF PILASTER BEYOND ' s 4fl( 4 TYPICAL CHANNELED INSULATION A J ,/�� DESIGN APPLICATION "'°°"e� / (PLAN VIEW) \ i ;1. 8" BLOCK KNEEWALL WITH BOND A►R' HUR ,AiA"VE Ii BEAM UNDER STOREFRONT 1 , MEMPHIS,?'N FRAMING 111111/4. LICENSED# 4s�41 1/2"PLYWD SHEATHING WATERPROOF SHIELD SYSTEM Fj:j _ STAIrlitctOlsist ��IIIiIIIIiI�iIi��I11—:21IIHI�I1 001 NOTE:EXTEND WATERPROOF SHEILD CHANNELED INSULATION BOARD '"NI . A MIN.OF 102 mm(4")ONTO SOFFIT. 1=11-1-----111-1-----11E-l-111=-1 FASTENER 'ia_ USE APPROPRIATE REINFORCEMENT —I I I�I I I—III—) DRAINAGE MAT i i I /ATCORNER. III 1 I (I I I I I I I I I I 03/25/10 44100 II(V(((III BASE COAT REINFORCING MESH 11. II 1 FINISH COAT ,•�•�� for:.,.:�:�.�..�.. ,..�..,., WRAP BASE COAT AND VIVI k ` °0��`` `I R REINFORCING MESH ;4 �I ... � „� , 65W2-1 E.I.F.S SYSTEM ins, \\. ��l _k_.Q.�O,. .::‘..i. 3. :" = 1'-0" A 1 2 TYP CAL_ E. I . F. S . DRA \ D =TAI _S 1 WALL S -CTIOfN HG - S D - (storefront) • NOTE: ALL INTERIOR WALLS INCLUDING MOP SINK ALCOVE TO RECEIVE FLOOR TO CEILING FRP PANELS. FRP MEETS MEETS CLASS A FIRE RATING Cl) N z F- 0I EE ,_ F- ,_ 6' WIDE ACCESS OPENING ( ) Q 3" X 3" ABOVE RESTROOMS ALUMINUM W 3" X 3" ALUMI UM 1 CORNER _ f-3" CORNER GUAR -- I GUARD, f� , _� > > > W , . 8 -0 HIGH �\ H.C. SIGN \ ? -0 , 6 �i c �/ CC CC CC LLJ - i 06 ( i ADA ° a e I ff °° \ z I I . � a o ►� FINS- FLOOR SEE \OTE //1 - �: :a APPROVED 10 4 Q Pq P4 /' `�' 1.07 fir ►.- \ J Ai. ROOM SIGN I - 3 \ J WHITE LEl l ERS I , ® _ -_-_- _ _ = CLEANOUT NOTE: LAVATORIES TO HAVE INSULATED DRAIN COVERS. 0" 0 RESTROOM ©WOMEN MEN 2 -- , 0 • � _ 0 •,, • LOCATE BACK 1'-0" 0"!, ill Et , INN PREVENTOR ABOVE P ,� F- _ I , " 3i6 _ 3 6" ,> ,, MOP SINK ` I 10 X 10 MILCOR cr) - II• \ ,�* �o -1- DOOR FOR CUTOFF > W- c,.1 v) 1.1 imil w w 1 .... 9 9 �- VALVE I � I f/ 1 . SEALED CONCRETE 4" VINYL BASE c I - - �II \ 1 O 4" VINYL BASE ,� 0 z 2. 12 x 12 VINYL COMPOSITION FLOOR TILE ©MEN Q MEN ° 3. ALL GYPSUM BOARD WALLS TO RECIEVE 4" BLACK J _ _ 1---I � �� CENTER LIG-T ON �_ °� - VINYL BASE 1 -6 6 Q. `�' �I .::ALL 6'-8" A.F.F. _ _ 4. INSTALL BACK NEOPRENE EDGE STRIP WHERE VINYL ,�-� ``� ACCESS DOOR W _AGE STRIP SEE _TAIL MEETS SEALED CONCRETE. 0 F- 11 3 CO ,..._I I 2 �„ 2 / FOR ALARM/ N _ / PHONE BOARD _ _ - AfrliP4 f�0 TIL_ - SEE COTES __ z v o N. 1 �c 3 �- o N P-1 o _ � o `o P1 P2 0 �-- \ / Cip - ■111r� N N -� `t- U — `c - - - - - - - 4 - 0 IA 0 / J( ,0 MEN -6 1 '0WOMEN WOMEN 2'-0" \/.u. . S7-E._ N OTF #2 4" VINYL BASE CO �— Lag! < 1 CO 1 > 1-, LLI 3 32" = 1'-0" ABE0165W2R o 0 START TILE -=RE / Z jj IN -R R - V = =VAT \ S -' Ui 6 0 BAT R00 _�_ 0 i.12 0 0::: rr- it I_ F r„ P I • 0 < Et .___ 1 '-7 5/8"- CO Q 0 (? 1 -4 7/8" --� 6'-8" 8'-10" Q cc) 0 rt ,,,, ce 111 �r 61'-0" f o Q Q 1.- 4, .1- C9 Z 1 cfl "p5'DIA. 00 5 Pp' - co \ / _ 4 2'-p„ U 01 CI i VA" / +71 \ II& // / / d- VID 44 r- o -., \--- , - //jDi ia 'N ' rIIIII \ N.< \ 1/8" 1 0 0 4 1 1.4. WOME\I P P2 ME\1; . • 1 I I Q 00 INTERIOR -IL_ PLA\ �� P� ► ►� o E `,..,(2, SEALED CONCRETE FLOOR P4 �, 18" , 5,?... 0 Lo 2" DEEP 18 GA. TRACK ROOFING SYSTEM 24" x 24" ACCESS PANELS 5 M 0 ANCHOR TO DECK W/ OVER METAL DECK BAR JOISTS A4 PAINT WHITE FRAME THIS WALL W/ 3-5/8" /2'-0", /, 4 5/8" Q 7).4 ,, 16 GA. METAL STUDS �. �-+ `� (2) #10 SCREWS @ 12" ., }, PAINT WHITE NEOPRENE REDUCER STRIP. GLUE TO 4 , . o H• STAGGERED `� • —0 X 8'-O" A I PAINT ORANGE ,� M 4-4 .2 E a PAINT 3" WHITE STRIPE CONCRETE W/ 3vl CONTACT CEMENT. 4 -0 1/2" 3'-p" 3'-0" �-, ° o PAINT WHITE \ \ �\� k i ! \ \ � I \ � - 3 —0 6 —2 4� Q \\ \g` 1 \ \ 1 \ \ \ PAINT RED PAINT RED --- --------i ; --- -�------ �.-------�- - ,, ,, �, . � � � 20 GA. STUDS ,,.. —! =!�� O t=NONT wA� �i!;�i!;�i!�ii��1 = 'co, -4 AND TRACK �-- VINYL BASEZ PAINT RED VINYL BASE/ as Q 4 '� 1g 0 0? i�� '� - - PAINT DOORS RED AND 4 o d 4 a d a �° a � 19'-7 1/8 / � O � � � CONNECT W/ 8 FRAMES BLACK. 4 LOW PROFILE PAINT WHITE \ NOTE: REFER TO 1/A1 FOR RESTROOM LOCATION ."4 ' , o SCREWS @ EA. 4 TO FACE --PAINT DOORS HOOD TO N 1 v4 Q ' ^ STUD OF STUD _IL+ i . MATCH WALL I VINYL TILE OR SHEET A4 Fr V JOIST GIRDER 35" A. STEEL PAINT RED u PAINT RED t I 8 20 G 2(� sioE wau VINYL FLOORI UG �+ N W STUDS @ 16" O.C. PAINT / FULL SIZE AIS01 1/4" = 1 '-O" APB0165W2R r-- VINYL BASE _ � � � � : OF PAINT LE I I ERS RED PAINT WHITE EXTEND WALL TO DECK 4 T R A\ SIT ON STRIP 7 R =S I R O O V P LA\ 1 BACK TO BACK 6" 16 GA. GIRDER & STRIPES ORANGE PAINT ORANGE 2 PAINT WHITE ABOVE RESTROOMS 12" WIDE OPENINGS FOR � JOIST STUDS W 35 20 PAINT 3" WHITE STRIPE A4 BAR JOISTS. $ DLU atilt" GA. TRACK TOP & BO I I OM ' ,� CAUPAINT LK AROUND RED AND OUT. FIXTURES ACCESSORIES AR'T'HUR R NAVE �� \ Wi2atio2;voG-',�'Ar PAINT RED 1/2" GYPSUM BOARD 7'-2" TO N _ 2'-0" x 2'-0" MILCOR TOILET PAPER GRAB BAR 42" LONG 1 -1 2" / I �` PAINT RED P 1 TOILET P5 NOT USED / W CORNER BEAD ON FINISHED FLOOR -,, 13'-9" OPEN N 0 CURTAIN WALL ACCESS DOOR, PAINT TO HOLDER 4 DIA. , CLEAR DIMENSION ;�. _,,� BACK WALL © MATCH SURROUNDING P2 LAVATORY P6 NOT USED s8n� OUTSIDE CORNERS \ VINYL BASE' \ PAINT COL MN 18'-p" I SURFACES. P3 MOP SINS P7 WATER HEATER PAPER TOWEL MIRROR - 18"x36" H. FRAMED �� ICI 4 PLYWOOD ON BEHIND WALL RED ,I, PAINT REAR WALL RED N REAR WALL PAINT HOLDER VP GLASS RED � r LINE OF SOFFIT P4 ELECTRIC P8 NOT USED OF \'\ � �� \ CURTAIN WALL (TOP OF DRIN<ING GRAB BAR 36" LONG 6 MOP HOLDER 03/25/10 co PAINT WHITE �_ -- PAINT WHITE STOREFRONT) d- SEE INTERIOR ELEVATIONS FOUNTAIN 1-1/2" DIA. '�/ \TOTE. INSTALL 6" WIDE, 20GA. METAL STRIP HORIZONTALLY BOTH cv PAINT ORANGE PAINT RED FOR LOCATION. GRAB BAR 18" LONG 1 -1/2" 7 1 ....__ SIDES OF WALL BEHIND GYP.BD. ATTACH TO HORIZONTAL TRACK AT N PAINT 3" WHITE STRIPE J' DIA. 65W2-R 16" O.C. AND EAC- STUD, CENTER OF STRIP TO BE 90" A.F.F. �, PAINT RED • ® SIDE WALL >, VINYL BASE FIRE DOOR AIE0165W2R 1 2" = 1'-0" AIS03 1 8" = 1 '-0" ABLO1 1/4" = l'-O" AIS0265W2 1/16" = 1 '-0 / / A..4 2 C ., RTAI \ WALL AT G R3 -R 3 I \ T-R OR -L-VATIO\ S 5 ACCESS PA\ -L S -C 10 \ 8 RESTROOM L=G -N 3 CD O N 1 ci- CD }- C j 45'-4" O.D. 4" 45'-32" F.W. 4,4)) �" 4'-103)) 4'-103" 4'-103)) 4'-103" 4'-103» 2 13), , " , „ ), d- LO (..0 , 4 �, 4 „ 4 „ 4 / 4 3 -0" ,� - 4 � 3 -0 H 5 -5 hi 5 -5 2 �IYP DLO DLO DLO DLO DLO DLO DLO DLO DLO DLO Q 3 . A-5 A-5 cNik sl 21 12 Z 2 1 1 1 © 1 1 2 �� 1 A-5) = CS � ri00 (r) 2 o rr) C/7 _A-5 '�'� °O / J 1 \ �, cI Cr) QQ / \ > I- , < ) W N 4 \ i' 4 / 4 M1 A-5 ' A-5 A-5 I '`\ r 51 5 \ z QA-5_) `A-5J J a. CO cJ W 25'-34" 8'-104„ 11,_2)) g:: —1 C3) D 03 "VA 1 ON me F- L.L. u 0 ) W L co ... .. > r..... ....... = dO F ILI Z ED 0 o < CK GLAZI\G SC-_D,L_ � a. LL p 1 " INSULATED TEMPERED tU W 1 " INSULATED O pi C/) 0 4" TEMPERED N C3 Q a © 1/ O 4., d- 1""-< I- FRAMIING / DOOR FI\IS- DOORS - CLEAR ANODIZED . . FRAMING - 2"x 4 1/2" ALUMINUM PAINTED as RED PPG UC45282XL w/ CLEAR TOP COAT 0 Q 1/4" = 1'-0" ASE0165w2R 00 Q 4. In ��7 STORE=RO \ ELEVATION c W d. , E G=\=RAL \OTIS °�' M ° ° ` . 8" CMU KNEEWALL 8" CMU KNEEWALL 6" 16 ga. oo k E- 1. STOREFRONT SHALL BE AS MANUFACTURED BY EIT-ER „ „ STUDS 16 ;-.4 cr) U Z "J" v10LDING J MOLDING o.c. W/ STOREFRONT FRAMING AND GLAZING VISTAWALL ARCHITECTURAL PRODUCTS, Y<<, OR U.S. 6 c'DO �) /1/21 GYPSUM BOARD JOIST GIRDER CONTINUOUS ALUMINUM PRODUCTS AND SHALL BE 2 WIDE BY 4 1/2 1/2 GYPSUM BOARD SET ALUMINUM SUBSILL " 5" v o BOTTOM & . DEEP. IMPACT FRAMING SHALL BE 2 1/2 WIDE BY 5 Mu Uc 1/2" GYP.BD. ON 3 ,> TOP TRAC<. LEVEL IN BED OF SEALANT O DEEP. a 1 2 GYP.BD. ON 3 ANCHOR TO TOP OF SET ALU MINUM p c 5/8" METAL STUDS W / ° ALUMINUM DOOR BOI {OM 0 chv / / 5/8" METAL STUDS 2 1/2" 25 <NEEWALL. SI-IM LOW FRAMING LEVEL IN -� \r R-13 INSULATION ALUMINUM _ G.A. SUBSILL ANCHOR PER 2. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS . . 4, E-+ W/ R-13 INSULATION SPOTS. c— PRIOR TO BEGINNING FABRICATION OF THE FRAMING ,4 STOREFRONT FRAMING @ 73" 113" 53" ), MFG. SHOP DRAWINGS. v 4 8 8 1 E.I.F.S. MEMBERS OR ORDERING GLASS. INSTALLATION SHALL a) :� ALUMINUM 16 O.C. ` - x OVER 1 2" RED ALUMINUM TRIM TO PROVIDE WEEPS AT ..; o , , IM RE■ram STOREFRONT RUN TO / EAC- VERTICAL. CONFORM TO ALUMINUM MANUFACTURERS PRINTED SHOP E /lam."' p4 1•�RE •yam PLYWD. COVER TOP OF KNEEWALL v c*� a� V h ROOFDECK 1 o DRAWINGS AND INSTRUCTIONS. N W p 1 I ' 81'111 8 MATCH STOREFRO T. � � H w w �� ••-°•—°°—°�—° --- --- I _ PROVIDE SEA ANT WHERE , ►� ALUMINUM THRESHOLD SET O ��_r'°_• jj �� a' ,►, CONT. TRIM ABUTS THE BAC< II - IN A BED OF SEALANT 3. STEEL CLIPS AND ANCHORS SHALL BE HOT ROLLED - ANCHOR PER STEEL A-36 ALLOY WITH A MINIMUM OF ONE COAT OF 44,44itt'll"r •• I` ;` BLOCKING OF T-E SUBSILL. ,�� :: _ �- I � � � �Id- i ,_ _::_. —_::�::� �.�:�� ,_. MANUFACTURER'S PRINTED ZINC CHROMATE PRIMER. Cibt 4 ARTHUR R NAVE �"�" �'�"'-'11'-""'l � _ �1 PRE-FAB C� :jj INSTRUCTIONS. ,,.�, _. �1 ,. 1! IILPIIIL 1 � �� / DRIP EDGE 1 2 GYP. BD. — ALL FASTENERS SHALL BE ZINC OR CADMIUM PLATED C IC �C co "1,111!° I ��: :� — _-:� " .1�..1�..11 OR NON-MAGNETIC STAINLESS STEEL. ALL FASTENERS IN IiüãiIuii 8 C U KEEWALL... .ii1:� .� _::_-.r:: i:- • SEALANT �� :� �� MIMP8is TN "'� F ° LINE OF 8" t SEE STRUCTURAL �� •. -..— EXPOSED AREAS ARE TO BE PAINTED TO MATC- FINISH sg�a , �I� ALUMINUM DWGS FOR 11 1CI iiii' " "iiiorsiiim� 'N OF ALUMINUM.O° q PILASTER STOREFRONT 1M =I It 0 ka,4. i=CiimiliI :aiilm!!tiiFrn.:=:: BEYOND REINFORCING AND ;II ICI 8" SEALANT OT-ER -- _i !�� 1 5. FINISH OF ALUMINUM CLADDING AND FORMED 8 CMU SEALANT ALUM. FRAMING SYS. TO BE ANCHORED TO REQUIREMENTS ALUMINUM SHAPES SHALL MATCH THE FINIS- OF 03/25/10 SEALANT BLDG. STRUCTURE IN ACCORDANCE W/ ADJACENT EXTRUDED ALUMINUM. 8" CMU FRAMING SYS. MFG. SHOP DRAWINGS. INTERIOR EXTERIOR ALUM. MFG. TO DETERMINE NUMBER AND 65\N2-R 6. MITERING AND NOTCHING OF INTERIOR TRIM IS TO BE PLACEMENT OF ANCHORS REQ'D TO MEET WIND LOADS. DONE IN THE FIELD. 1" = 1 '-0" ASSO1W 1" = 1 '-0" ASSO2W 1 " = 1'-0" ASS0365w2 1" = 1'-0" ASSO4 3" = 1'-0" ASSO5 1" = 1'-0" ASNO1 A... 5 1 JAVB DETAIL_ 2JAVB DETAIL 3 - EAD SICTIO \ L SILL_ Di AIL_ / K \ EEWA_L_ 5 R =S - OLD DETAIL_ 6 STORE=RONI I \ O I ES MAINTAIN POSITIVE DRAINAGE TO - ,� CD DOWNSPOUT _ ROOF SLOPE s METAL FLASHING SMOOTH SURFACE ROOFING SYSTEM �_ INSTALL FLASHING AT GU I I ER PER 7„ 29,_7 „ 1 )- 3 22 GA. GALVANIZED STEEL . ROOFING MANUFACTURER'S DETAILS 29 78 8 >, LEADER BOX AND FLASHING INSULATION BOARD 1,'-.1," / , OPENING THRU PARAPET WALL r SEE - ` 6"w.X4"h. SIZE LEADER BOX 5 S__ \OT_ 68c7 A6 (6\76_ TO ACCOMODATE DOWNSPOUT. PAINT LEADER BOX & II II DOWNSPOUT TO MATCH WALL l �lw i d- -ih \J .." -6,- - iii ilk ii IR 04 Aim 2"X 8" PRESSURE TREATED MAILERS --- A6 " STEEL JOIST WITH 1/2 x 6 ANCHOR BOLTS ON 4 ` ON CENTER. BUILD UP TO S== \OT= 1 __ ACCOMODATE ROOFING. NOTE: EDGE NAILER MUST BE SEE_ \OT_ 8 1 i FLUSH WITH INSULATION TOP Si= \O-1 1 I I SURFACE. ALUMINUM DOWNSPOUT MIN. SIZE 4"X6". ANCHOR TO WALL WITH A MIN. OF 3 STRAPS. I i EITHER INSTALL SPALSH BLOC< AT BASE OF I ' 1i 0 DOWNSPOUT OR TIE TO UNDERGROUND NOTE: -/ O- IF VENEERS ARE ADDED TO THE CMU WALL CD STORM DRAINAGE - SEE SITE PLAN FOR I REQUIREMENTS. THE GUI I ER / DOWNSPOUT ASSEMBLY OR >(f) SEE \O _ 3 THE LEADER BOX DOWNSPOUT ASSEMBLY I I WILL MOVE TO T-E FACE OF THE VENEER. s— j c r�III S== \0-= 2 ( YP) L_,_o 0 n 1" = 1'-0" ARSO1 III urnu 7 ROOF -DG - D -TA L_ AT LOW SDI 2-- 104' ir 2.-Illi iii. gi ., .� li � PIPE OPENING W/ FOAM AFTER BOTH CABLES HAVE BEEN INSTALLED. �i _ .. NOTE: FILL E 0 E / CY) A3 a..,, .. A3 J' ;= lai SEE \OTE 4 0 C\I 114/ii �iV,�,�,, WEATH ERH EAD x N. COAX ac GFI GFI 1-1/2" I.D. GALV. STEEL PIPE _ CABLE � SEE NOTE 1 MOUNT 2X4 W.P. J-BOX FOR PHOTOCELL _ 6"R. MIN. co U) SEE NOTE 1 FACE BOX TO THE NORT-. Et _J z RUBBER BOOT FLASHING O < ,.,.,.,.,.,.,.,.,.,.,..mow_..,.,.,.,.,.,.,.,.,.,., N (.0 I- 8. r. 1.1.J �, 21 -0 , INSULATION & ROOFING 6" M I 0 A6 6 FLANGE ANCHOR TO DECK OVER 1-1/2" HOLE .. � ,_ ARS03 a 0 / 3/4 = 1 0 Z U— Z � 8 SATILLPI COAX 2 U, , _. <.,„ I 0 Q ,J -- ` a' a. - ,_____ -: ,____ .‘ (_____\ \ a) o N Lo Q 0 o 0 ,Q 1 /r1 0 �- = co.4. Q p OC A3. 1 ■ .A 6� o a, e 00 r\ O 1/8 = 1 '-0" CC; ° 4 -,71- .5.,) 00 ROOF P _A\ TOTAL ROOF AREA = 7005 SQ. FT. 0 ,� ROOF SLOPE = 3 PERCENT M . . 1 . ALL CRIC<ETS TO BE 3" -IG- AT T-E CENTER AND DESIGN RAINFALL = 5 INCHES PER HOUR „ NOTE: SEE STRUCTURAL PLAN O 8 r" LOCATED AT THE HIGH SIDE OF ANY ROOF OPENING. SLOPE SEAMLESS 5 GUTTER IS RECTANGULAR WITH AN AREA OF 20 SQ. IN. FOR LOCATION OF HATCH o 6" ROOF HATCH M � ''"' DOWNWARD TO EDGE OF ROOF OPENINGS OR DRAINS. AND IS EQUIVALENT TO A 6 DIAMETER PIPE WITH AN AREA OF PRE-FINIS-ED ALUMINUM Vitt E 18.85 SQ. IN. MAXIMUM HORIZONTAL PROJECTED ROOF AREA FOR COPING. SEE LAP DETAIL. FLANGE -4 v O ATTACH CURB TO 2. ALL ROOF WALKPADS 24 X 24 ARE TO BE WITHIN 2 THIS GU I I ER IS 7310 SQ. I- l. '2 . C—CHANNEL 0 OF THE VERTICAL FACES OF T-E ROOFTOP UNIT. SPACING DIMENSIONS OF DOWNSPOUTS, LEADER BOX OPENING AND OVERFLOW GALVANIZED METAL LEADER BOX W/ C6 8.2 -• �, �, cu ci) t� C—CHANNEL rw "' 3X3 X1/4 ANGLE h ^, BETWEEN THE PADS IS TO BE 6". SCUPPERS ARE 4" x 6" WIT- AN AREA OF 24 SQ. IN. AND IS DOWNSPOUT. SUBMIT FABRICATION SUPPORT BETWEEN JOISTS .� O ClifID 03 EQUIVALENT TO A 5" DIAMETER PIPE WITH AN AREA OF 19.64 SQ. IN. DRAWINGS FOR APPROVAL. to 3. REFER TO SPECIFICATIONS FOR SMOOTH SURFACE MAXIMUM ALLOWABLE ROOF AREA FOR THIS DOWNSPOUT IS 6920 SQ. . . w ., d" , ROOFI\G SYSTEM, PROVIDE CONTINUOUS 4" FIBER CANT FT. 22 GA. GALVANIZED v ' '� 0 STRIP AT VERTICAL INTERSECTIONS IF REQUIRED BY ROOFING MINIMUM NUMBER OF DOWNSPOUTS REQUIRED IS 7005 / 6920 OR METAL FLASHING .� o co Q SYSTEM. 1.1,FOUR ARE PROVIDED WITH LEADER BOXES AND OVERFLOW ROOF HATCH. REFER TO SPECIFICATIONS • ,� v) E r4 AROUND TYPICAL = PAINT EXTERIOR WHITE. U M �,,� SCUPPERS. i r SCUPPER OPENING 4. REFER TO STRUCTURAL DRAWINGS FOR ROOF FRAMING 1/2 = i '-0" ARN265W2 i. i FIBER CANT 3"X3"x1/4" ANGLE - 0 CN/ En-4-i ° • PLAN TO DETERMINE LOCATION OF ROOF TOP UNITS RTU . , 6 W. X 4 H. 'ar:=�. 11 SUPPORT BETWEEN JOISTS C ) 3 RA NWAT_R CAL_C L_ATIONS : alt•-■401', /� OPENING FOR ,0 II //, it HVAC ROOF CURBS SHALL BE FURNISHED BY OWNER AND FLAT STOCK IP O VERFLOW 5 C 00 A CONCEALED 6 MIN. LONG ;; ; :.._.__. _ 'IMF 0�:__ ,/�' INSTALLED BY CONTRACTOR. CONTRACTOR S-ALL PROVIDE SPLICE ALUMINUM SET IN ALUMINUM SPLICE PLATE ROOF CRICKETS SEE ICI 1" DIAM. X 24" m.1 -' C6 8.2 C—CHANNEL 4 ARTHUR R.NAVE w. ALL FLAS-ING. PLATE MASTIC UNDER COPING. SHAPED TO CONFORM TO NOTES 1 & 3 _ 0 RUNGS AT 12" ON '� ' CENTER. LAG BOLT C 3X6 STRINGERS • • THE INSIDE S-APE OF THE EXTERIOR WALL 11 6. GALVANIZED LEADER BOX WITH DOWNSPOUT. ADJACENT LAP VERTICAL COPING. APPLY SEALANT .;:a TO PLYWOOD. MPHI5,7N BETWEEN TOP OF SPLICE ;� PAINT LADDER AND 2,_0�, LICENSED# ae� OVERFLOW OPENING TI-RU WALL. CORNER WITH DOWNSPOUT ill HATCH RED. ' ' �/ �® Eri;—` PLATE & UNDERSIDE OF � J .�� MEMBRANE WALL SIDE ROOF SIDE _ =' 3/4 FIRE RETARDANT `, r, '� : , COPING EACH SIDE OF :I 1 - .�.. FLASHING. 7. CONNECT DOWNSPOUTS TO UNDERGROUND DRAINAGE III P� INT. „ II I PLYWOOD DECK AT .2'-0" / II' 8'-4" A.F.F. i 3"X3"X 1/4" ANGLE 03/25/1 0 _ SYSTEM OR IF NONE AVAILABLE, PROVIDE SPLASH BLOCKS EXPANSION ;II Nmumassimmummis WITH POSITIVE DRAINAGE AWAY FROM BUILDING. JOINT. 11 Tr1 TOILET ROOM CEILING HEIGHT AT 7'-8 3/4" BUTT %% %OUS II 5W - 8. ROOF HATCH WIT- LADDER BELOW. 4 ;�=== „LIP Apior% 1/2" MOISTURE RESISTANT (MR) DRYWALL CEILING SEALANT BEAD AGAINST SPLICE OW ON 6" 16 GA. METAL STUD FRAMING 16" O.C. AT SEAN S. 6 PLATE. , 1/4"_= 1 —0 ARNO1 3/4" = 1 '--0" ARI01 3/8" = 1 —0 ARI03 1/4" = 1 —0 ARS02 A..6 2 ROO = P _AN \ O IS 4 COP \ G Al COR \ -R / LAP 5 POO = AT G ,,TI -R 6 ROOF -ATC - DETAIL Q'. r General Notes c,-) - Genera INN.....N.N.N.N.N.N.N.N.N.N.N.N.N.N.N.N.N.N.N....N.N.N...N.N.N.N.N.N.N....N.N.N.N....N.N....N.N.N.N.N.N.NN..N.N.N.N.N.N.N.N....N.N.N.N.N Special inspections And Structural Vesting For Seismic Resistance_........._ CD 1. Structural elements are non-self supporting and require interaction with other Division 5 - Structural steelN.N.N.N.N.N.N.N.N.N.N.N.N.N.N.N.N.N.N.N.N.N....N.N.N.NN.....N.N.N.N.N.N.N.N.N.N.N.N.N.N.N.N.. Provide special inspections for the following items per section 1104 of L. Continuous inspection for all structural field welding per AWS D1.1, al o elements for stability and resistance to lateral forces, framing and walls shall be the 2006 I5C with Washington State Amendments and section 01410 of the except as follows (Per section 1104.3 and table 11043): _A U temporarily braced by the contractor until permanent bracing, floor and roof decks, 1. Structural tel shall meet the following minimum yield strengths: project specifications. The approved independent testing agency's The special inspector need not be continuously present during welding of' p y y p g Yield individual special inspector shall demonstrate competence for inspection the following items, provided the materials, qualifications of welding (_) and walls have been installed and connections between these elements have been made. 1) A. W-shape a beams 50 KSi p p construction or operation re uirin special procedures and welders are verified prior to the start of work periodic CO Z p of the particular type of - requiring p p p fall 5. Other steel shapes, bars and plates: 36 K5I inspection. The special inspector shall bring non conforming items to the inspections are made of' work in progress, and a visual inspection 0 0 0 2. The size and location of equipment pads and penetrations throughout the structure C. Structural steel tubin 46 K5i immediate attention of the contractor and note all such items in the welds is made prior to completion. Welding Inspector shall be qualified per Z for mechanical, electrical, and plumbing work shall be verified by the contractor. g� p p g p q p � p g y D. Structural steel pipe: 35 KSi reports. Any unresolved item about to be covered by the work shall be AW5 D1.1: ,;, Li Penetrations shall be subject to approval by the structural engineer. Re: Mechanical, E. Anchor bolts: 36 K5I brought to the owner's construction manager's attention immediately. The W electrical, and plumbing drawings for opening locations not shown on the structural F. 1-leaded stud anchors: 50 KSI special inspector shall furnish reports, tests, and inspections directly to A. Single-pass fillet welds not exceeding 5/16" size. l c H c" drawings. G. Deformed bar anchors: 60 KSi the building official, engineer of record, and the owner's and contractor's 5. Floor and roof deck welding. construction manager. The special inspector shall submit a final signed C. Welded sheet steel for cold-formed framing members 3. For miscellaneous concentrated loads applied to the steel joists, refer to joist 2. 5olts for steel beam and column connections shall be 3/4 diameter ASTM 4325 report stating whether the work requiring special inspection was, to the such as studs and joists. manufacturer shop drawings typical joist reinforcing diagram. Do not modify joists high-strength bolts installed snug tight, unless noted otherwise. best of the inspector's knowledge, in conformance with the approved plans D. Welding of stairs and railing systems. without obtaining permission from the engineer of record and the joist manufacturer. and specifications. The contractor is responsible for notifying the special 3. Electrodes for welding shall be 10 K51, low hydrogen. inspection agency regarding individual inspections for items listed on the S. Periodic inspection or all high strength bolt installations and Division 2 - Foundations.N.N.N....N.NN..N.N.N....NN. ,,,, schedule and as noted on the building department approved plans. verification that identification marks for high strength bolts, nuts and ....N.......N....N.N....N.N.N.N.N.N.N.N....N.N.N.NN.....N.......N.N.N..... 4. Provide double nuts and double washers for steel column anchor bolts to Adequate notice and access to approved plans shall be provided so washers conform to applicable ASTM standards (Per section 110433 and allow for adjustment in base plate elevation. if over sized bolt holes are used, that the special inspector has time to become familiar with the project. table 11043) 1. Footing designs are based on a net allowable soil bearing pressure of 2000 psf. provide a 2"x1/4" thick plate washer for 3/4" dia. bolts and a 3"x3/8" thick plate The foundations and floor slab shall be supported on existing fill and soil materials washer for 1" dia. bolts. 1. Earthwork (per section 1704.1 and table 1104.1) 9. Periodic inspection of' steel frame joint details for compliance with that are reinforced with rammed aggregate pier elements to an approximate depth of A. Periodic inspection to verify materials below footing are adequate approved construction documents (Per section 110432) including 30 feet below the original grade provided by GEOPiER Northwest, Inc. Refer to 5. 5efore authorizing steel erection, the contractor shall ensure that the to achieve the design bearing capacity. connections of roof diaphragm, angles and joists to masonry walls. Displacement Rammed Aggregate Pier Notes on this page for additional information. concrete in the foundation has attained 15% of minimum compressive strength (Pc) 5. Periodic inspection to verify excavations are extended to proper Co) Existing fill in the building pad area shall be evaluated by the owner's on site on the basis of the ASTM standard test of field cured samples at seven days per depth and have reached proper material. 10. Periodic inspection of erection of open-web steel joists or girders. N geotechnical representative during construction per the geotecical report OSHA requirements. C. Periodic inspection to perform classification and testing of Ni. recommendations. Loose or soft to medium still soils shall be removed and replaced controlled fill materials. 11. Periodic inspection of metal deck diaphragm connections and CD 0 6. Anchor rods (bolts) shall not be repaired, replaced, or field modified without D. Continuous inspection to verify use of proper materials, densities connections to supporting steel frame members. T with properly compacted structural l f i i l per the geotechnical i ca l report. Any required fill approval o of project structural engineer of record per 05�4A re u i rements. �L placement shall be per the eotechnical report recommendations. The owner's p J g p q and lift thicknesses during placement and compaction of controlled p p g p fill. 12. Continuous inspection during the installation of steel embeds with geotechnica1 representative shall receive a copy of' the soils report prepared by E. Periodic inspection prior to placement of controlled fill observe headed stud anchors and deformed bar anchors in masonry wails. Ce m Terracon Consultants, inc. dated April 15, 2010 and August 5, 2009. Owner's Division 9 - Light gage steel framingN.N.N.N.N.N.N.N.N.N.N.N.N.N.N.N.N.N.N.N.N.N.N.N.N....N.N.N.N.N....N....N.N, p p p y p g subgra de and verify that site has been prepared properly. 0 o geotechnical representative shall provide observation of the displacement rammed 1. Do not weld 20 gage and lighter framing, unless specifically called for in plans 13. Periodic inspection of anchorage of steel storage racks greater than - aggregate pier system per industry standards. The owner's geotechnical representative and details. 2. Concrete (per section 1104.4 and table 1104.4) 8 feet in height. L shall be familiar with the requirements of the geotechnical report, structural drawings, A. Periodic inspection of reinforcing steel placement. and project specifications. 5. Continuous inspection during sam lin of fresh concrete and 14. Periodic inspection of anchorage of (per section 1101.1): j Design parameters________________ p g p g placing of reinforced concrete A. 1-IVAC ductwork containing hazardous materials. C. Periodic inspection to verify use of required design mix 5. Piping and mechanical equipment containin hazardous 2. Contractor shall read the soils report and become thoroughly familiar with site and 1. 5u i ld ing code 2001 Oregon structural Spec is 1 Code p y q g p g containing sub grade information given therein. The contractor shall be responsible for determining D. Periodic inspection during concrete curing for maintenance of materials. g 2. Live load specified curing temperature and technique. C. Anchorage of electrical equipment for emergency or CO Q exact quantities of cut and fill for estimating and construction. Roof (Reducible for tributar y area) 20 PSF standby power. rte,,, 3. Continuous inspection prior to and during placement of anchor bolts in M (in tut 3. Foundation walls shall have adequate temporary bracing installed by the contractor Floor 100 PSF LU p p 4 g p 15. Continuous ins ection durin the installation of a ox or adhesive � q p y g y Stairs 100 PSF concrete or masonry. (Table 1-104.4 104.5) inspection during epoxy y ?,, m before ba ckf i l l is placed against them. Temporary bracing shall not be removed until anchors in concrete or masonry in accordance with evaluation service 0 I li- ./ wall is permanently braced. 3. Snow loads 4. Masonry (per section 1104.5 and table 1104.5.1, 1108.1.2) report. Z v Q < A. Ground snow load, Pg 25 PSF A. Continuous inspection during the preparation and taking of any i Z Division 3 - Concrete..N.N.N.N....N.N.N.. 5. Roof snow load, Pf 25 PSF required prisms or test specimens. � ..NN..N...N..N...N..N...N.....N.N.N.N.N.N.N.N.N.N.N.N.........N.N. .N.N.N.N.NN.N 0 („) p C. Snow exposure factor, Ce 1.0 5. Periodic inspection as masonry construction begins, verify 44.0 C ....1 1. Concrete shall have a minimum compressive strength (F c) at 28 days of: D. Importance factor, I 1.0 proportions of site-prepared mortar and construction of mortar co 0- Q L A. Concrete for building loor slabs and foundations, 3,000 P51. E. Thermal factor, Ct 1.0 joints. Displacement Rammed Aggregate Pier Notes: C - g C. Periodic inspection to verify size and location of structural = 0 1- 5. All other concrete, 4,000 PSi, elements, lacement of reinforcement, s ecified size, grade and 1. Rammed aggregate pier elements shall be provided below foundation bearing 0 LU Re: Specifications for mix requirements. Wind loads placement p g N I p q A. 5asic wind speed 100 MP1-1 type of reinforcement to provide an equivalent net allowable soil bearing pressure of 4000 psf. 0 o < Z w 5. Importance factor 1.0 D. Periodic inspection to verify type, size and location of anchorage me (7 LU 2. A. Reinforcing steel shall have a minimum yield strength (Fy) of 60 KSI. C. Exposure classification C to masonry for structural members, roof diaphragm, veneers, and 2. Installer of aggregate pier system shall be Geopier Northwest, inc. in 5ellevue, Q � F- cp 5. Reinforcing bars shall be spliced per Concrete Reinforcing 5ar architectural elements. Washington. CD g p p g D. Topographic factor, Kzt max., varies with height 2.0 L I Lap Schedule. E. Design wind pressure on primary structure (windward + leeward) 21.0 PSF E. Periodic inspection to verify protection of masonry during cold Design wind pressure on primary structure parapets weather or hot weather. 3. The aggregate pier installer shall provide daily pier progress reports with pier 3. "C.J." indicates saw cut joint or doweled construction joint in slab. Windward 29.6 PSF F. Periodic inspection prior to grouting, verify the grout spacing is location, length, average lift thickness, final elevations at the base and the top Re: Specifications for accepted saw cut methods. Slab pours shall be separated by a Leeward 19.8 PSF clean, proportions of site-prepared grout, construction of mortar of piers, depth to groundwater, type and size of densification equipment used p p p p y doweled construction joint. F. Design wind pressure on exterior walls j oints, and placement of reinforcement and connectors. and documentation of any unusual conditions encountered. End zones 18.0 PSF G. Continuous inspection of grout placement. 4. The aggregate ier materials, design and installation shall meet or exceed the �� 4. Saw cut/Construction joints shall be located as shown on plans or as directed by Interior zones 17.6 PSG k Certificates of compliance of masonry units. p - j p I. Certified mill reports for reinforcing steel. industry standards specifications for aggregate pier soil reinforcement provided the structural engineer. G. Design wind pressure on parapets p g g End zones 39,9 PSF by the Geop i er Foundation Company, Inc. interior zones 39.9 PSF 5. Periodic inspection of shop fabrication of steel members :. :''`" 5. Fill void beneath all column base plates with 5 00 PSI non-shrin non-metallic p p 5. The owner's eotechnical representative shall review the aggregate ier '" p � � k �-l. Design net uplift pressure on roof joists (components) (per section 104.2) g p � p grout. submittal and verify any required testing required. The owners geotechnical Iks:414,,,„...z..4 Corner zones 33.0 PSF y y q • g q • g Edge zones 33.0 PSF 6. Periodic inspection of steel material identification markings and representative shall monitor the installation of the aggregate pier elements, Division 4 - Masonr .. .. interior zones 18.0 PSF conformance to ASTM standards per table 1104.3. perform Dynamic Cone Penetrometer tests as required, and monitor any required lit:\ IIIN...INININ.N.N.N.NNE.N.NIIIININ.N.N.N.N.N.N.NINININININ.N.N.. NI.I.I..IIIIIIIIINININIIIINI.N.N. "'"."""""""' testing during aggregate pier installation. Any discrepancies shall be brought immediately to the attention of the pier installer, general contractor and 5. Seismic loads CI 1. Masonry requires special inspection. Re: Specifications. manager.construction mans ro's CO A. Mapped spectral response acceleration Autozone's project g c Lo co (Short period, 02s), Ss 1.058 �; rc co 2. Minimum compressive strength of masonry (F'm) established in accordance with the unit 6.Mapped spectral response acceleration 6. The general contractor shall locate and protect all utilities and other 5 Ln strength method shall be 1,500 PSI. pp p p structures from damn a durin installation of a re ate ier elements. ._ 0.3"i1 g g gg g p W - (Long period, 1.Os), S, c v v C. Design spectral response acceleration E 3. Masonry units shall have a net area compressive strength of 1,900 PSI. (Short period, 02s), S. 0.160 1. The general contractor shall establish site subgrade elevations, provide a 0 0 p construction staking as required, and provide a working surface for the rammed �' : °° `° D. Design spectral response acceleration g q p g aggregate ier installer. �, u ry co 4. Mortar shall be type 5 mortar. Masonry cement shall not be used for mortar. (Lang period, 1.0s), Sd1 0.410 pier ;� 2 2 a E. Occupancy group 11 �t/'). c/'1' °N 4- C51 2 C 5. Grout shall have a minimum compressive strength of 2,000 P5I at 28 days. F. Seismic design category D S. The general contractor shall provide excavation and surface compaction of G. Assumed site class D foundations placed above aggregate pier elements. Foundation excavations shall k 5asic structural system (Load bearing wall system) expose the tops of the aggregate pier elements and shall be protected until N 6. Reinforcing bars shall be spliced a minimum of 48 bar diameters or 30 inches s y (Special reinforced concrete has been placed. Foundation excavation and proper exposure and N p whichever is greater, unless noted otherwise. I. Seismic resisting system masonry shear walls) re oration of rammed a re ate ier elements shall be a roved b the �o�P� .1,2'4,� d y preparation geotechnical aggregate pier n andp preparation of �'` �� w� .( ' Co 5.0 gent chnica l representative. Proper excavation p p w oa J. Response modification factor, R t. ` . CD 1. Solid grout all cells that contain either horizontal or vertical reinforcing, typ. K. System overstrength factor, S� 2.0 aggregate pier elements shall be coordinated with aggregate pier supplier and 4 ° 0 shall meet industry standards specifications. 1 1 a L. Deflection amplification factor, Cd 3.5 y p `1- - S. Masonry wall anchor locations and spacing may require adjustment from the {� y y p g y q J M. Analysis procedure (Equivalent lateral force) �' �' `� pre-drilled holes in the roof angle at the wall at the following locations: ; A. Anchors shall not be located in or within 1 inch of a vertical head joint aii between masonry blocks. Concrete Reinforcing 5. Anchors shall not be located within a wall opening or within 4 inches of an 5ar Lap Schedule DATE opening in the wall such as at joist bearing seats and scupper locations. The 5ar Lap p g g pp Size Top Other 07/12/10 anchor location shall be relocated at these locations a minimum of 4 Inches from the pre-drilled hole. The location of the pre-drilled holes in the angle *3 28" 22" PROTOTYPE SIZE - shall be verified prior to placing the angle. Do not torch cut holes. *4 31" 29" *5 41" 36" 65w2 Right 56" 43" *1 81" 63" S 0 *8 93" 12" P L ' Fr- 0) 0) i_ = Provide a 2'-0"x2'-0" tie beam reinforced - with (3)-s5 cont. to and bottom between o foundations. Extend reinf. 3'-0" into spot l U footings at columns. Provide 41-6" dowels `r' ( ''` O° 0 into walls with standard AC1 90° hooks at CD v top and bottom bars. Z 33'-4"" 28'-0" 33'-4" O 0 NOTES: cif) Z Footing'designs are based on a net allowable soil bearing 1. 5" slab thickness with *3 at 15" O.C. each W Q 10 G.L. column pressor of 4000 psf. the foundations and slab-on-grade C.L, column 10" ;), way. Maintain reinforcing elevation at one half ft . shall bet supported on existing fill materials that are the thickness of the slab. Place slab over a `� �' - reinforced with rammed aggregate pier elements. Re: I 10 mil. polyethylene vapor barrier over 6" of I Geopier Foundation Company. free draining granular material over 12" of cA compacted granular fill per the geotechnical (..., F-1 -, ,,1 - report. b- I -1 E -i I I 2. Entire concrete foundation and slab, each I ) Ed f slab Perimeter footing I I II N = '`p I N558x4x1/4 cA to be poured at one time. -6 <r I I 7r I I I I - E I - L 7 N555x5x5/16 J L N555X5X5/16 r L column I �' 3. Saw cut joints in slab (C.J.) one quarter ' I_ _column_ _ L _ _column_ _ _ C�.� _ _ _ _ JCL ' slab thickness, typ. Space equally as shown. f_,__ �� Column tin -� r- i t I _J t _ �w _ I :.4.\ • 4. For footing izes, see details. 0 -' ( 1-1558x4x1/4 P. I- C.J. 't- Oil I _. g E I column Fill pocket with A 2' " Mscellnous concrete (If used):o I (r;1.) 12 x12"x " at a 11 exterior clean outs. 24"x24 x4"o _ - i _-4 - , O, after column is I I ? 0 gas meter. N- O 0 RS CI) V) i-cl. - set, typ. C.J. t I I _ E - - 6. All exterior footings shall bear a minimum L o L I of 11-6" below adjacent exterior grade. Q o N .. ,.... . 5- 19 I. Vertical reinforcin : Provide (1)-*5 V. at S" CMU wa 11 Top of footing Weld to be 1/16" _ _ 24" O.C, all l wa lls typ. Provide C1)- 5 V. at all or pilaster 3�" N Liu n - yp P • •• C.L. column and p smaller than wall • •Li Re: Soils Report by_ Terra-con, Consultants, Inc. C.J. �j corners and each side of expansion joints, 1'-8"x2'_0" pilaster with footing Projection thickness of ! I _ 0 c _ Perimeter footing Dated: August 5, 2009 and Addendum issued April 15, 2010 for o U.N.O. Re: Details for masonry pilaster reinf. (6)- o V. and *3 ties at r as required `1 column (3/16 min.) w 15 cA foundation sub rode preparation. = Vertical wall reinforcing shall continue t t o •• q g p p o a 8 O.C. (Provide 3 ties . 4 sides t . 1 g p •,_ • - typ. - 0 of parapet as shown on details. At locations in top 5" of pilaster) , Concrete slab. if ,� Z 0 _ --. where the joist seat or o enin s in the wail (if T.O.F. = 10° 15.F.F., no 1 Re: Note 1. _ � G.J. p g -� < wi ' - co interfere with the reinforcing, an additional pilaster is recd.) L. J -1 1/2" non_ I �,, n -6 0 vertical bar shall be located in the next 1111 I Column 1 1/2"'1/2" chmfer 0 shrink grout (CIA Z _ continuous vertical cell to the top of' N �I� �„ . w U, 61 -' t ^? ara et. The cell shall be solid routed and m ■ ,aI ° 61' I. • Nam Q 0 0 0 0 0 0 0 0 0 0 U p p g Finished grade. r ! N . I' . 6d el J the bar shall extend a distance equal to the �I I I °= :�"•Re: Site Plan. 1 111L1: required lap splice into the masonry wall ~- ��!� '�' CL m C.J. q p p y 2 clr�` s-� Anchor olt Diagram clan ular3ase Plate O = below. 1"x"1"x1'-2" base plate .E D g Z �..11.►a(10) Spaces at 8'-0" O.C. with (4) 3/4" dia. ' rMi Cu) < 6 -8 6 -8 Slab Control S. Norizonta l reinforcing, typ.: 1Bond beams anchor bolts. Re: 9/81. Ear weld to be 1/16" i y=f- M■�� ,,�.� smaller than wall t) � � �� Joint Locations(1)-�5 cont. at 48 O.G. (Re: Wall sections and � •• 14: � .SIR 1'-0�' � 2a� . - a. a.- thickness of � --'• .� t'U 2 -0 C.J. details for additional locations at floor and = °� r T k v 4 I �I column (3/16 min.) I tip 0. • yp 8" knee wall roof.) Re: 5/S1 for reinforcing configuration at _ 4 .. ° '. p 4 , C - Q Perimeter Verify door wa below corners and control Joints. m� _- al° • . 4 e 4 sides, typ. � t�3 .4 fi'' storefront j . . 1 1/2 , ,i 1 1/2" 0 f- I footing locations with d a of slab (6)-01 each way Column L 0 0 Z I Arch. g G.J. ! 9. Jamb reinforcing: For 3'-4" M.O., Provide f 6'-0"x6'-0" N it) ce c� Perimeter 16" Jamb with (2)-45 V., per cell both ends. For 3/4 = 1 -0 ,: NO SCALE Square ease Plate „o„ O o < ,w I 4 6 footing at 6 6'-0" M.O., Re: 1/51. Extend jamb reinforcing S1 51 10 SECTION AT COLUMN °J 34SPLAT AND ANCHOR BOLTS c� 2 0 S1 — storefront - - --I �► ,- full height of wall, typ. 2 1/2" " 2 1/2" < ~ z -� _ fi _ _ _ _ _ _ Line of finished ILL `J-' ` _ I ..<< I I t , _ 10. Lintel reinforcing: CMU block lintels. At wall �_ CPI - - - r - - - -_ _ _ _J eA L_ _ _I- _ ‘0_ ...(ft 3'-4" door, provide 8" solid grouted lintel �� n �� 1 1/2" deep �� Location of '�' Denotes CMU pilaster. o 11 x11 x3/4 base plate C.L column and b lockout to be junction box 3 3 p` L '� with (1) cont. At 6'-0" door, provide 24" p J° �!� j �, ® 51 51 Re: details for size N solid grouted lintel with (1) cont. Re: 1/51 with (4)-3/4 dia. footing filled by alarm . _ : . (2) 5 V. in first 3 and reinforcing, typ. 0 for reinf. and plans for door locations. anchor bolts. '.e: 9/51. contractor. _ cells adjacent to p (18"x18" blockout) `-6• ii e' t 1 1/2" non-shrink (1) 5 cont. ,ri opening. Extend . 14'-8" r"-41' 45'-4" 11-4"---) 30'-8" 0 11. Re: Site plans for sidewalks, handicap grout Extend reinf. ^ ° . all bars to full , , `" -' p p Concrete slab. g ' �► 4°. I ramps, and other site specific conditions. 2 -2 past height of wall. Re: Note 1. I expansion joint I: 1 .3 1/2". . * , 8 93 _4 8 ace o i/2 conduit in Y 1, )7 12. Re: Site drawings for utility service with sealant o enin 5 Q,„ -----g y --� . . . .a p g : ■ .. = slab by general _ entrance. . 4 ; _ • • •* each e 94 -8 (outside building dimension) - '.d° �;�;, 4 Slab. contractor•( = L- _'0 c II. '.If 4 ° • . ° • — end. ! : 4 • _ 4 - Found. ;j 4 Overhead door 4 141%14,:,:\ `C\ - ' 4 ° . , • -- N JI! plan. ° opening. Compacted subgrade I , m . i4 . . Re: found. plan Foundation Plan (6)- 'i 4- for location. �, 00 " = �� each was 6'-0"X6'-0" f q' ��ri PLAN VIEW r'e' Arch. for �; co a co 1/8 - l'-0" Cnom.) 8" ; , steel Embeds I Q 06 • at door .L �, `� � � �' cMU LINTEL t- 3/4 1-0 O 8" CMU �� . - co it 8 INT1O COLUMN SECTION 1 SL4 /AL4J1 5LOCKOUT AT 0.1-I. DOOR -,--, . .. . ° _ co To 2 i o Ln o� 4" �� u " " " Expansion joint *3x2'-0" dowels at " �' �' R ~ 16"x24" CMU pilaster. �' �` �� 8 CMU wall 4 4 p J 4 1/2" storefront p 8 CMU wall 4" 4" RE: 2/51 for with sealant, typ. vert. reinf. with std. ,; . ; !Bond beam with Re: 6/52 for reinf. t Concrete rlab. info not shown ert, al nf. Concrete slab. Re: Note 1. ACi hook O i (1)-*5 cont ?eoe Vert. wall reinf. al •pi ■ ■ �, N Expansion Joint � Lap 30 with ■ 8 CMU. Use norma 1 a p with sealant k � ■ ' `' Iii 8" CMU wall stemwa ll reinf. ■ ■ 4x3 10 dowels 2 1_6 - 14 Expansion joint & 4 P` �,2 ci 7 IliIìIi;IIIuiI Compcted3ond beam with OE Door mb ,�_ bE and Bond beam with 2"" at 24 OC. 1'_4111 wei ht CMU with all sic with seant t crete _ e a yp'N �' oat. y g lk .,_ a n•. ■J X ° X—• IijjiiiIiI - Fnished rode � � '� ° eansin oint � .: � Re: Note 1. �g slab.'a - • #4x3'-10" dowels �•Re: Site Flan. � � .. . Re: Site Plan. ■ 1 Li :. Concrete ,IN Re: Note wa lkwa n IJIlI at 24 O.C. 2 -6 . (6)- f:w: t5 -III- vert. wall reinf. — � — dawn 1/8os Compacted y 1'- " , 1 f- I!! - i- ( l 1- Ifliflilil = corner bar at each • ranular fill ■ - ranular fill II -:g ._... floor rnfi:.:-.,. - - g x il a alternate hooks _ "' • a ° _ �� • bond beam location - ■ ° alternate hooks Use normal weight at S" O.C. N 14��: °•4 i _ ME ® � ® �� _ i 0: -..il °. a - -� g 1 . . ; . . _ .... _ ■�.��■®� C2) 5 coat. t0 4 Mi..-1.- p r: CMU below ra DATE WI rte ._ •M � �_ � n — . —�*. � _�ii�-' . 1 . , - - - - 1r r lr at 12 O.C. _ C4)- 5 Cont. 1 ,� : ,� �_, ��_ (2)-05 cont. top i.. : : - _ with all cells full " •� �� 1.,:...:, i.:.1_- _ _----I � ••; � - - � -� � I �-:- :: y �5 V. a t 24 O.G. � Gompa cte- �� w � � 1.ND IBEAM REINFORCEMENT AT CORNER OF WALLS transverse - a .. - ,� , -• . .0 - f 0 .; '.:� _, _ - 07/12/10 I • •, 1 i o ! routed, t with Std. ACi �•�,�. ranular fill ON w — - • *5 dowelx4 -0 I g •. ■ L - • a grouted, typ I I . ► ► g ii 1 Ill 11 1 Provide standard 4C1 180° hook at each end = •. 4-- = .. -. .� ' L - I a• o _ hook in footing _ �, .�P t l .° ° a v at 24" O.G. _ _� _ = q _ ° of bond beam reinforcing around vertical bars 4 ° - 1 - . _4: • (Alt. l-looks) ■ ■ PROTOTYPE SIZE • 0 4 .. Eck. .. •.. Q 21.0il I. - •Erb: . a = 9 - .. • .. 4 •_,� • • . • ' o• m•. - - i�i� 11 1. C2)- Cont. top A 1,a - / - • Q i - • 4 . • . 4, A A A A Min. °© A. A d t_ Min. i — =1 . - - ° ® MO ® MN ® ® _ : O. 65w2 Right bearing elev. (3)-1'5 cont. �- L - : •>, - I a •�-a-� - • 4. 1 u.. - '� bearing elev, g -• - III I I I I I I• III - . 11 Ir 1r 1r e: Found. EQ. RE: f aund. �• �" ��- _ (6)-01 each way -III_ , , 1 , (-3" clr. 30ND !BEAM RE iNFORCEMENT AT WALL. notes, t 'I' ,r notes, typ. 2'-0"xGont. Min. bra. elev. _� (3)-'"5 cont. 6'-0"x6'-0" yp 3'-9"xGont. � -y` i?e: found. notes, t �� - - �„ S I 3/4" =11-0" '' 3/4" = 1'-0" ENDS AND CONTROL JOINTS 3/4" = 1'-0" ' ,.�,,, 3/4" = 1'-0" 3/4" = 1'-0" .. 3/4" = 1'-0.. yp 2 -0 XGont. �, WAIN SECTION AT EXTERIOR FFLASTE IBEAM REINFORCEMENT DETAIL. 4 SECTION AT CMU WALL, 3 SECTION AT DOOR 2 SECTION AT CMU WALL- 1 SECTION AT STOREFRONT IZ) i d� Open web steel joists are deferred submittal items. The joist manufacturer shall provide drawings and design calculations stamped and signed by a professional engineer registered In the state of Oregon. . E The deferred submittal items shall be reviewed by the Engineer of Record for general conformance with o the contract documents and design concept of the project. The deferred submittal items shall not be ill C) installed until their design and submittal documents have been approved by the building official. (6 r: cd —4 0 NOTES: 0 1. Re: Steel manufacturer's job specific shop U")� p p Z (..1) 941_" drawings. Contact the project manager with any o o conflicts that should occur in field conditions. Z 8„ 93 _411 �, 1 ,r-8" 2. Steel joists and bridging and metal decking to be W Q furnished by the owner. Contractor shall supply and W N 4'-8" 28'-0" 2S'-0" 28'-0" 4'-8" install all fasteners other than 12 and 10 self-drilling ` ` (4) equal spaces at 1'-0" t (4) equal spaces at �'-0" I (4) equal spaces at 1'-0" ` ` screws for roof diaphragm. All remaining items shall be ' q p q p supplied and installed b y the genera l contractor. 10'5 10KSP (550/550) Joists I 10" _. Aiiik , ..., ---,ti/ 3. Metal roof deck shall be g a lvanized 1.5 520 I -ro IMF Joist bearin elev. = connected t0 supporting structure with 3+8/9 fastener g " /----`\ attern and sidela fasteners at �i a ua 1 s aces.0 � � 14 10 ,4�.F. C5 seat) p p q p o Co c _� Attach deck to perimeter angles at 6" O.C.I o - / � / =� Roof Fasteners between deck and joists and perimeter N 6 `- _ Hat 8 angles shall be either of the following two options: O Ti) -b- b-� ------� 62 N A. Self drilling screws (ER-3056): E E I-lSS5x5x5/16 - ( ) °PP- ' ' 12-24x1 1/4" TEKS 5 and I.C.i-I. TRAXX 5 hex head o 0 •, column Joist bear ng elev.- \- - / Nd. -- washer for 1/4" to 1/2" thick steel supports o 9 }� }�� 32 5N12.1K 32 4N12.1K 151-1 1/2" A.F.F. (5 seat) k`��- k•��'� or G I G 32G5N12.1K M gl S2 * 10 , ��,� *12-24x '/8" TEKS 4 and I.C.I-l. TR,4XX 4 hex head CV CO 52 _ S2 washer for 3/16" to 1/4" thick steel supports. 011 J N- o .� NSSSx4x1/� Typ, l-1S85x5x�/16 1-1888x4xl/4 8. Powder actuated fasteners (ESR-2190: U d column 0 4K RTU weight column column i-IILTI X- DN19 Ti-1Q12 for steel 3/1�" to 3/8" thick, a i 0 z _ (4 g I Joist girder bottom chord c d) -IILTi X-EDNK22 Tl-IQ12 for Joists 1/8" to less than V 0 0 6 locations) Typ• brace and attachment per � -� 1/4" thick and o . N o 10 SJi requirements, typ. 5 1-IILTi X-ENP-19 L15 for steel greater than 1/4" thick. 5 U.I co o u Re: Diagram. Sidelap fasteners shall be X10-16x3/4" C.L. column 1/4 Cont. angle. Re: 1/S2. 0 n :._; - . '- self-dri llin screws. Ci I i I o g o g -�� 1/4 "� C.L. column c In 0 o U Joist girder (2) 3/4" dia. ,4325 Angle to Layout and position deck so that the bottom w Q �- bolts. Provide slots NSS 23/lV4 6 Z = of a rib can be attached at the specified .1 1 I c� spacing to the continuous steel edge member. 1/4 • 2 in joist girders, typ. l-ISS5x5xl/4x0'-�" Q p g g Roof Joist Deck shall span (3) joist spaces min. 1/4 2 Roof joist Joist Bearin 3116 Ii: 1/4 3 Z 0.35K TU corner = - J 1°� Fr 15'-1 i/2" -1-r =- - ,�� 0.35K 'TU corner wei[,�ht t(j�j 1 - Joist Bearing NS" lb_ L_ �h l m , /• 13 Q _ �,J JI'• _' II t ii ► _ 21pla2 -----.N weight typ. 82 jj ;.7-'=-41- - �1 r tsp. _ II - _ I =� �I rte/ _ 3 0 1A: t o - _ Deck span _ C2) erection bolts, Cl. �r (2) erection bo s, �0 1 I I ::r:t :l p p01 1- •- l- CD ' 1 ' '_ - ' _ I typ, at onspan 3/4"x9"xl 1/2" with o > —? 1 1— I i� II N i�= 3/8 gusset late Q 9- -. Connection pattern to supports I 1► 3 1/2 g p = Z o �' o (� enotesp Fastener) Joists at columns I Joist I (2) 3/4" dia. Z v co 0 .� 0 0 D 101 •- �o a ` girder \ o I 4325 bolts. C? 2 , c. 6, .y `� Roof diaphragm attachment to be inspected Cap plate 3/4"x9"x1'-0" I = _ =r` I - L 0 Q o Q Q by building inspector before covering. with (2)-3/8" gusset plates I `Y' m AIL Provide slots Q CC \ 2 Q to _It o o y g p g g p I T . in joist girder. U) 0.. t3 '� Plate 1/2"x6"X0'-�o" with a V <yp Plate 1/2"x6"x0'-(o" with a =flI�, n, _ �, cn 3/16 = 32L�18 0320/215) Joists _ Diu a m Connection Pattern Diagram 13/16" dia. u wire hole. 13/16" dia. guy wire hole. I '4 � _1 Lap bond to to to t Do not weld to joist Do not weld to joist �� +- 0 beams 48" min. = = 0 = J 3/16 V joist o U� 0 - m m - M m girder or joist, typ. girder or joist, typ. 1�: N to ft at steps, typ. 0 W o _ 4. Joist manufacturer shall design joists and joist �� _ -® ., . ��" _ ��-m" .� 0 Q W ° ° = girders for additional loads from RTU weights AT REAR CO CONN CTiO 4INC (9 0 - .II 1 RDR N JOIST GIRDER B COLUMN c� 0 4 -- ' -- (Re: Roof Framing Plan). Joist girder loads do not Q r I�- IX Li E 0 / \ include joist girder self weight. 0x8.2 Re: roof hatch section detail and o a� 0.40K R weight channel roof framing plan for location. Cont. angle. e: 2/82 -� � (3 loc-tions) cA Opp. I I R Joists and joist o ,_ - N-.. 6 - 5. Provide an additional load due to wind at first I Paint frame orange. for size,g t Re: Plar. J ea �,.. �` I I 1/4 12 z , at achment girder not shown �� * * 44G8N11 " , 52 cA joist top chord panel point due to brace at _K/ ..� to deck and joists, for clarity. ----\-- / ` - _ storefront of P = 2.5 kips and 2.8 kip axial. L3x3x1/4 ___`_` • C6x8.2 channel and splices.I\ ■_� 1'-4 -1/8" [10r roof hatch �.E Line of soffit ` J 6. Joist manufacturer note: r4 1/3 increase is not angle CMU pilaster below \ m S3 game section framing by G.C. permitted for wind/seismic loads. All loads shown • 0 Weld joist to joist girder with a O Nd Joist bearin elev. = 16'-10" Provide an additional design. 1/4 V3 1/2 Opp. g are allowable stress deal n = 1/4 x2 fillet weld each side t * •. f _ t_ „ wall embed at each G.L. Olst Plate 3/8"x9"x0'-9" �' 0 typ. T.O. Joist elev. - 1� 3 joist ,N► f CO corner and ends Of walls, 1. Provide an L3 1/2x3 1/2x3/8 continuous angle L / I 4II II II � i� _ N L 2x3 1/2x1/4 brace welded to joist 16x24 CMU pilaster t Re: 2/83 for embed. _ Ni-latches 1/4 V4 1/2 yp• across entry at bottom of Dist girder for li ht _ girder bottom chord and joist top y J g g c 1* '''■■11‘‘,,,,1".4 hord panel point, typ. Re: Note 5 gage stud connections. `• open\g l ,�4 /8" II p yp N 8 1/_t_/7111 451-4" 32' 0'I So I /1 I I - 8. Design all joist top chords for an axial load of , v i/4 V 4.8K tension/compression load due to allowable stress \ 1/2 8" CMU wall � seismic forces (0.1 E). This load is not transfered L3x3x1/4 to -1�i 3'-0" 3'-5" co ROOF Fram ire Pan through the joist seat. an joist 1/4 V 3 1/2 g 1/8" = 11_0" I 11_0„ I 5 ono 9. Re: 5/53 for joist bridging notes. Cope vert. le I Cont. angle. Re: 2/82 p g , ° c. ° � J g g for size, attachment �. to set on joist. C.L. joist -'`� . �, to deck and joists, C L ', co- ...cn c -: -tj o and splices. c 0 . co 1/2" _ V-0" 1/2" _ 11-0" . .. w LLJ u tam r0 L.n (1) R3 co + �G SRO F 44TC4 FRAME OPENING t DfRAG STRUT CONNECTION s _� _ 0 ° _0 i/7 t!1 'N ,— C� Re: Framing T-0" Joist Spacing condensate side Concrete bond 2" Cont. L4x4x3/8. UJeld to each Cont. L4x4x3/8 with 1/2"x10"x0'-10" embed plan for Pram (2) 1/2" dia. M.B.'s each 3/8"xl 1/2"x0'-6" beam with (1)-s joist. Re: 52 notes and 3/53 for plate with (4) 1/2" dia. x 5" -I.S.A. spaced 1/4 3 � locations. Q•, 5011 °•.� C Of RTU--� side (minimum) or special continuity tie plate ■1/4 2 coat. at top of deck attachment. Re: Section at 48" O.G. Re: 2/52 for Cont. angle i,D, joist at every joist Typ. p !hi: , 04 1/4 3 11 II t II j -� connection er y J yp r fors lice. e:- 1/4 4/S3 and 5/53 s lic , l-•l ri nta 1 le of an le shall be 5_ C.L. of 2 wa ll, t r, r R e o zo � ,:.� � �- 1x9 x1 3 bearing . � . Flanges to per (centered) typ. ,� � p p g g late with (4) 5/8" joist I I manufacturer designed for I EIP or embed plates. above bottom of embed plate. C oN�`l k?b 1 Joist girder Top view 11 e be welded seismic and wind loads - - - - - - - - • ,- - - - - - - - I Angle 3/1� Q~w�4",) f dia.xl 4 deformed to joists r� 1/4 2 �: 1/4 3 to oast '1dIJ `.I J > <Typ. }.. a ,cam „ a Q Joist bar anchors " / :... ., .,..� 3/18 _ - with 3II6 x 1 i4 .❖..�.❖.•,,..❖...❖... ❖.❖.❖.❖.❖.❖. .-.❖. ❖.•, r- v 0 Attach ch curb to deck _. 1U;I ea n g fillet I o 1_ _ - oncree oneam.- wh 2 sn I g - 10" o p' Concrete bond •-r- ., with cu er Mech. :) p a (1)-.5 cont. R'e: Plan f•► yp elev Solid rout and pilaster with 0V. (• e 0 / 1/4 �„� •laces Steel deck g o cA • - bearing plate with •:.1`; g• g bar per cell) Extend vert. r�r provide (11-45 cont. i z ' p ,- i • (2) cour- -s above p PIP!I reinf. to bottom of bearing `' L3 1/2x3 1/2x3/8 angles (2)-1/2" dia. x5" 1111:: g 4- g ' 1= bond bea courses above -•� • beam. DATE i, ,, ■, _ platerovide *3 ties at 0 I headestuds '07/1 2'1 Ir;i ! S" O.C. with std. 135° hook Q� Typ• (4\3/16 1 1/2 74o\G/iadec11.1/22x"Xbt 1/2" channel ckin -�'� `:' q• w q" Steel joist oast, typ. 'laces > r 1 : at end of tie (Provide 3 r-- p 3/16 1 1/2 g I = � _ 2 61I 211 - .. m Re: 5/S2 for between curb Each 3/166.2 : : 1/4 4 Goth Welded x br idg ing PROTOTYPE .e ..� . II and frame. 1/4 ■S ies in top 5 of pilaster.) _ terminus points at first _ S I Z E p T . C4 3/16 2 . � an lest . . . p 0 0 1/4 V 8 1/2"x8"x8" plate with (4)-5/8" dia. yp 114 angle size. Attach deck to frame at end 114 4 g typ. �N joist bay. Re Joist • p laces 114 I iil _-_= J y " 65w2 R -- I# II I p I II f Cnterline of 1/2"x3"x0'-10" late o 0� , , threaded rods with 5 5/8 embed unit at OC. with 12 plate r manufacturer for locations ■� 1 _ vertical reinf. and � �� centered on splice N with l-Iilti 1-11'-150 max. adhesive. Coe vert. 1 self-drilling screws or 1-lilti gr vertical reinforcing p �g Framing by G.G. g Dist bearin late �1----- Cont. an le !JI �Mk3�D �-'L�4T� 1/2"x6"x8" plate Bottom chord of joist girder to set on joist. PLAN ViEW Paint frame oran e. fasteners per note 3 on S2. j g p g 1 S2 /2" = 1,_m►t (Do not weld to plate) „�,,, 1r2" _ ��-0" g > 1/2" _ 11_m�� v2tt = ii-0" section �/2tt = Ica" SECTION rl � 8" CMU, typ. 1- & JOIST 5EARiNG AT PILASTER IRTU ROOF FRAME/CARRIER UNIT 4 RTU ROOF F4M FRAME S ,3 INTERIOR R OOF F4MIN C SECTiON 2 JOIST !BEARING 4T WALL 1 DECK/3RiDGINC 4T ��LL L 1 . 0/ F- Z CD E 0 8U O U^ Z vl 0 > W W U W N H d- CIS Installer Note: Pins shall be installed in these holes Re: Specifications section In 05400 for minimum wall bridging 5" deep x 14 Ca" stiffened clip 0 and light gage fastening (4)-x'12 screws, typ, p The Contractor Note: requirements not noted. III angle (StiffClipALr00by he • IRSteel Network) Weld roof angle or I► o 1. 13ridging and web member are not designed for loads other than axial. No attachment of any type shall be vertical clip 3/32 ► 3 l �---'- connect with (3) 0"157 dia. shank El made to bridging or joist web members. All Toad attachment shall be to joist chords only. le g angle le 3/32 . 3 110 power driven fasteners (Hai XU) 2. Joist bridging shall be installed per the latest SJI and OSi 4A requirements. For estimating purposes, refer to Re: Arch top of 1 parapet g g p q gp p (Max.lMaxheight 21 O APP.) Alternate Stud to diagram for notes about bridging. Refer to joist manufacturer erection drawings for exact size and spacing 1 of bridging. 1 I, Angle Connection 3. Joists at or near columns spanning 60 feet or greater shall be set in tandem with all bridging installed unless 6"x16 Ga. studs at 16" O"C. with 1 M an alternate method is used to provide equivalent stability to the g g 16 G . top and bottom track I, Centerline of joist girder N p q b y O joist. Joists over (00 feet shall have both p 1 L4x4x3/8 cont. roof' an le. S lice an le N ends attached to the structure with erection bridging in place before hoisting cables are released. I g p " g ■• v Provide top and bottom bridging per SJI requirements. Do not weld bridging to web 1 over joist. Re: 2/52 for angle splice. o i members. For K-series Joists less than 16'-0" in length, assume a minimum of one row of I , 1/4 3 Angle to �L joist horizontal bridging. For L1-1-series joists, assume a minimum bridging spacing of' 121-0" Typ. • each stud, 3/32 .344 I 1/4 3 J on center. For L1-1-series joists with a clear span less than 59'-4", provide one row of top and j Connect cont. track to plate Ce m bolted diagonal bridging near midspan of the Joists before releasing the hoisting bottom angle 3/32 3 with (2) X10 self drilling 0 n line" For LH-series joists with a clear span greater than 59'-4", all rows of bridging I,�- screws at 8" O.C. sta••ered W I � AEAIII WA MS ma ma Mb ME MI I Provide manufacturer's specified U shall be diagonal bolted type and a minimum of two rows of bolted diagonal bridging bridging at p '- I ■�_ " .� r' shall be Installed near one-third points of the Joist before releasing the hoisting line. g g a maximum of 0 0"C" 1 /� i / CO Li...1 p J g g I, - I, )Va.x12"xCont. plate. A -z between studs and provide solid id \ c..) -1 —1. ---1 bridging I to ••ttom of (3) de fort -oth ends J dging between studs at sheathing 1 with 1 -' 10 self-cl " i 4, 1/8► of angle edges and roof angle location. I „ �-. Q� revs :•t � Or p" o! � 1/� 2; ' t\�' co III CA \\___ill -I -I ._1 ,_J CI 19/32 APA rated exterior sheathing. Attach I 1 M Joist manufacturer to provide wind uplift to framing with X10 self-drilling screws at 12" 1 j m 0 O.C. at panel edge and at 12" O.C. at 1 1 ; bridging at the first bottom chord panel points 1 ��= O I Z per SJi requirements. Design all joists for a net intermediate studs or with ET4F 0.10" dia. 1 I Z uplift load per design load summary. knurled AM pneumatic fasteners at 12 O.C. i / ,� ,v ..< N 2 O SCALE p p g y at panel edge and 12 O.C. at intermediate I 11 L3 1/2x3 1/2x1/4 brace at each joist �- c� p g L studs. Provide blocking at panel edges. I TYP. JOiST 'BRIDGING DIAC4M I , .4•- 1 Re: Arch. for soffit studs Do not splice roof 1,-�„ 1,-�� Masonry control ,joint 0 Q. Ce L3 1/2x3 1/2x3/8 cont. Iii: 3/16 L2612 Angle to ) L V angle between embed 1/2"x�"x10" embed late with , ! 16 joist girder C fates above "Dist p Re: Arch for --_-_-_----- 3/1� 2 12 g O 0 p � C2)-1/2 dia.x5 H.S.A. at each �� '"- bottom of soffit (4)-*10 self-drilling screws, typ. N side of control joint Q O in IX Q 0 w Typ" each 3/16 I I 1 12x12 late /3/16 >64 6 3/16 3 Typ" each (2)- 12 self-drilling screws �' (.� Q z p 3/1� 3 x12 late M ..... ce p 2" 2" 2" 2" at each stud to Cont. track Store front, Re: Arch. „,� Two CD W \ t t 0 0 EP MP TO O O O . 3/411=11-0" 1/2"x10"x10" embed `late-� f Joist end at wall ° ° .� 4 DETAIL AT STORE FRONT] LI p I _ with (4)-1/2" dia.x5" H.S.A. Solid grout blockout N N at each joist as shown after installing Joist and EMBED PLATE EMBED PLATE 16"x8" max. blockout for Joist. Section"A-A" welds are inspected. Masonry 11_4�� 11.6" 1'-6" 1'-4" Masonry ,, -., control ` I ' '� control Joint _ j I , ► , ��u 5idelap connections -, . :_i o Min. Min,...1[_, at 12" OG. 1 vI r •• Y,. L } ._ v} •: , Y s — r 1 1 III �� r �r I I II II I I II II I II - •I • al 11 I 8 CMU wall I I Pre-drill angle if f la _ Joist embed ,1 , , I --. • screws are used Cont. angle A , , plate Re: 2/52 c- I I to fasten deck _� Re: 2/52 ___,p' ' I -•::•` �.► ✓� ✓— C.L. of Joist, t � � � � Q 2,1 3/4"=11-0" _ J typ. At deck la Over joists, •'� •r •' 1 ' a -� ,� p ,T provide a minimum of one 3 JOIST E3EARING AT W4LL inch end distance for '� ?' 1'-6" 1'_6" Do not splice roof angle between fasteners and a minimum _ _ _ , •� -` °~-fide: 1/52 for �? embed plates above Dist deck lap of 2 inches. 11 embeds at 2 2 C3 Typ. ■ p � I ' : • � sidewalk �' �' � N � � yp 3/16 6 1/2"x10"x10" embed plate with (4)-1/2" 1 1 Plate 3/16 /6 p dia"x5 i-4.5A. at each joist as shown .11 •1 dj m \ leL i o 11E O 4 J end at wall ° ° 11 ' ' u z' a Zkir ( .m cy; 16"xa" max. - �' ' ° - ,1 c Solid rout blockout O O - - - blockout for joist. g •� T �' ,co 9 after installing joist and .i• • . . • . . • .. �,�� welds are inspected. `�' 7:- • .:' : -.:.. 1 •.. i�.. ., 77-.7.. j _ii-.-- g t Section A A p EMBED i='LA�' �` - -. k3utt deck tight '<� 1 'Vt. i �: it I ''-"" r i f is :r� : .• �, - .. ' against wall l l 11 IIII .• 7 •� _.'I• ' . t: Fes.. '� i �•' I - 1 -6 1 -6 1 -� 1 it ii r �� r it 1r �r —' V lr I I _ I , �- I DATE 0,...... E -' o, Re: 2/53 and 3/53 0 ii, �flf:... I ti• '1.... ,I `l.: -E d- -4 for embeds at front _� `� provide an additional 07/12/10 Y :Tr.:- r . Y •} . •I ,),Iii o 7r 7r I 1='7r �r ii {-1- i r ' Q and back walls, typ. v wall embed at each• 1 1 - U c corner and ends of wall, PROTOTYPE SIZE I •rn 1I-6" 1'42" typ. Re: 2/53 for embed. . Joist embed 65w2 Right 8 CMU wall u Cont. angle I � plate Re: 2/52 g A Re: 2/S2 _ S3 "=11-0" T- TJ'v,T C"L" of joist, typ. 3/4 =I-0 N 3/4 �� r- -d- 1 2 JOIST 15EARING AT WALL 1 ROOF DIAPHRAGM CONNECTION DETAIL -6 . _____ RAP Element Foundation Construction Notes Concrete Footing Construction Supported by RAP Notes d CO 1. Rammed Aggregate Pier (RAP) foundation support is as designed by Geopier Foundation a J Company, inc., Blacksburg, Virginia (Designer). 1. All excavations for footings supported by Rammed Aggregate Piers shall be prepared in the a. 2.RAP element layout is the responsibility of the General Contractor (GC). Geopier element shall following manner by the GC: Overexcavation below the bottom of footing shall be limited to be installed in the field within 6-inches of location shown on these plans. three inches. This includes limiting the teeth of excavators from overexcavation beyond Q 3.A qualified, full-time Quality Control (QC) representative provided by the RAP Installer (the three inches below the footing elevation. 2.Footings shall be poured as soon as possible following footing excavations. It is the installer) shall be responsible for installation of the RAP elements in accordance with the 06 contractors responsibility to protect footing bearing surfaces from wet weather and design, and shall report all Geopier foundation construction activities to the Designer. If disturbance. A "mud mat" (3 inch thinckness of lean concrete) or compacted crushed rock Cn authorized by the Owner, the QC representative shall coordinate QC activities with the Testing surface is recommended to protect bearing surfaces. W Agency hired by the Owner. Under no circumstances shall the Testing Agency direct RAP 3.Prior to concrete or mud mat placement, the top of the excavated soil and Rammed a '—installation procedures. 0 4.RAP elements shall be based on the following criteria unless otherwise approved in writing by Aggregate Piers shall be compacted with a standard, hand-operated impact compactor (i.e. Z the Designer: jumping jack compactor). Compaction shall be performed over the entire footing subgrade a.RAP elements shall be within 3 inches or deeper than the depths shown on the plans. to compact any loose surface soil and loose surface pier aggregate. Z b.The Displacement Pier Quality Control manual shall govern the mandrel withdrawal 4.Water shall not be allowed to accumulate in the footing excavations prior to concrete 0 procedures unless otherwise approved by the Designer. placement or allowed to accumulate over the poured footing. c.A bottom Stabilization Test (BST) shall be performed on the first five (5) installed piers 5.Excavation and surface compaction of all footing subgrades shall be the responsibility of the Cn V a ( including pre-production piers) to establish acceptance criteria for the maximum GC. ( allowable deflection of the mandrel under the full-static crowd pressure of the 6.The Testing Agency shall inspect each footing and approve it in writing on the same day closed-ended mandrel. The BST should be performed in accordance with the following that the concrete or mud mat is placed in the footing excavation. The approval shall ce guidelines: state that all footing bottoms including matrix soils and RAP tops have not been If- 1. BST should be performed by shutting the hammer energy off at the top of a overexcvatated more than three-inches below the bottom of the footing, have been kept a Cn free of water accumulation, and have been reasonably densified with a hand-held i compacted lift in the bottom one-half of the pier. a_mechanical impact compactor on the same day that the concrete was placed. 0 2. Once the hammer energy is off and the mandrel is resting on top of the last compacted lift, static crowd pressure should be applied to the pier for a period 7.The GC is responsible for measuring top of footing elevations to accuracy of 0.01 feet. Q �„� Measurements shall be taken by a licensed professional surveyor before loads are applied W of ten seconds. The corresponding deflection of the mandrel is then noted and to the footings. W 3. Results of the initial BSTs should be provided to the Designer for review and 8./n the event that footing bottom preparations, as described above, are not performed or establishment of acceptance criteria and frequency of BSTs. The frequency of documented in accordance with this section, any written or implied warranty with respect to Q. BSTs may vary depending on the soil conditions; however, BSTs shall be performed Geopier Foundation performance can be considered void. Q on no less than 10% of the production piers. W d. RAP element aggregate shall consist of Type I Grade B in accordance with ASTM D-1241-68, except that particles passing the No. 40 sieve shall be eliminated, or shall ce be other uniform graded aggregate with particle sizes ranging from 0.5 to 1.5 inches Z selected by the installer and successfully used in the modulus test. o 5.When obstructions are encountered that cannot be removed with conventional RAP installation equipment, the GC shall be responsible for removing the obstructions. if the GC does not do so in a timely manner that does not interrupt RAP production, the installer may remove obstruction(s) and shall be reimbursed for costs incurred, including labor, equipment, and materials. in the event obstructions are encountered below the design bottom of footing $ . elevation the obstruction shall be removed as outlined above. The resulting excavation shall tj then be backfilled and compacted in accordance with the project specifications- The area , 3 4. 's ^shall be tested b the Owners Testis A enc and the com action test results shall be ' d ' - .d " ,' .Y 9 9 Y P d ` " FOOTINGS TO BE 13-o l -7,,:.7,`,submitted to the installer and the Designer. a ° . d . SUPPORTED BY Steel r ' .` 6.RAP elements not meetin the re uirements defined in the desi n and modulus test shall be GEOPIER ELEMENTS. Plate ' �•re-installed to meet project requirements unless otherwise approved in writing by the .J a - . , a • - # ' ;. Designer. °,...;.. I — -_ An Anchor I ,''�` 0 `.b . . . � h _ NI °..,:o Rod >.x: 7.Footing elevations are the responsibility of the Contractor and shall be reported in writing to ° .. . .'-,.., �� .. a•':• ..-o: - .... _ Steel the installers QC representative prior to installing RAP elements. _ ►, %f ,.. • :. ;..:.'... .s .± . , » H :tla8.Utility locations are the responsibility of the GC. The designer shall be notified of any conflicts / ' b_ OGE 5 -o °' • 2 _6 LTS OF STURBANCEADJACENT __ ____ _'"'r— t �aa on ��tr°'-:c'•: 4 ' .- ' : , ...,- al COMPACTED g + ':b. .'°'°* :,. i .1nrk�1. i 0.,'-' depicting on Detail 1 on this sheet. if excavations ore planned within the RAP No Dig zone, - '.a:•:, K4o.. DRAWINGS FOR GEOPIER :•,jtti--::°•:'r;: ;.t:o.;.A,,, THiS ZONE. IF THIS IS NOT THE • .ii..:" :.a the designer should be notified immediately to discuss excavation options. ., '. REQUIREMENTS + + + + + ,.o :j ,. , + + + • .a._ . , + + + q y p f°:�' 1 + + + + + + • 4' + + -'+ + + + CASE THE DESIGNER MUST BE 9.RAP elements are located at the intersection of reference rid lines or at the centerline of °' ° '°• •-.:21:.-.'t '� - 'b •' ••.,•o o: b.':' + + + + + + • + + + + + + + 1 NOTIFIED. strip footings unless dimensioned otherwise. °~:o __ + + + + + + +'- >- A,::• + + -. • •.- + + + + + • ..o. a. 10.After completion of RAP installations, the GC is responsible for protection of the work- This :. ' GEOPIER + + + + + + +' :,.>:.: °l.-'• + + ~a;;:.:�.:"- + + + + + + 1 0 :. .�Vi includes but is not limited to, ro er site draina e to revent ondin of water above the ELEMENT + + + + + + + ,.a , + + + + + + + + + �:,..:'; ::: .= P P 9 P P 9 SHAFTS sHAI_t_ ° 'o. .. 6:- . a- -U.N.O. + + + + + + + + a + + -Y+ + + + + + + •_ :.p ya•RAP elements and appropriate control and coordination of earthwork and any subsequent drill EXTEND TO 30 FEET. ' ° - •_'-" .. '- ° }activities such as elevator shaft construction, to revent damn e to installed RAP elements. ` ° • -; °' - - Anchor ' '�� Anchor P g 4 b . . :..:7,1. _:-::.Q., . 0 :a::'' .' § Pier -., o: Pier /11.All RAP elements have a minimum nominal top diameter of 20 inches with shafts which shall :° + + + + + + + + , + + + ° ..,: ��, + + + + + + + + r�.�:..;• '_ .;•,:.-:_.-•::b;.,+ + + + + + + + + +..,-`: .,,°':: + + b ,, ,' + + + + + + + + + p .•,•,•',:'" O t ex#end through existing fill to underlying medium dense sand/gravel. ;� :.a.. _.:< ns + + + + + + + + ; n + + + a., + + + + + + + + + pp�� ,.,':, - . 's :':t;,.:• 12.These drawin s are based on the structural drawin s rovided b Wallace En ineerin The °=:o•'- 4 ••° + + + + + + + + + r: 6 + + '•`.:b:' )-.+ + + + + + + + + + o�- ,NO VIM Y RAP Element Layout Location Plan and Footing Details plan are for RAP Element number, °` Y 9 P e....�'. ..•.:;;.-°.. + + + + + + + + + + }.,•'-6.:_`";".: + + - '^'-'6,-*,°::-•+ + + + + + + + + + + . location, and layout only Footing locations, sizes, and orientation shown on these plans are + + + + + + + + + < .. + + + a :,..... + + + + + + + + + + + -: ... .• si NM k4 for information only Please refer to structural plans for specific foundation dimensions and "�'p'- ". •:- + + + + + + + + + + +`- + + + + + + + + + + + + + + + + '�°;:•-"'-�' '141115:1V CAD + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + NOTE: Helical Anchors may be location. The Designer accepts no responsibility for location of footings shown on these o;:.:' ::-•° .• .• + + + + + + + + + + + + + + + + + + + + + + t + + + + + + + + used in lieu of Uplift Geopier Load Test Pier plans. The Designer shall be notified immediately if information on these plans conflicts with Elements. (Compression) LC, structural or architectural drawings. 13.The RAP foundation design is based on the geotechnical information provided in the Nam subsurface exploration by Terracon on 4/15/2010. Geopier Foundation Company, Inc., has TYPICAL GEOPIER ELEMENT 2 ADJACENT EXCAVATION DETAIL MODULUS TEST SETUP Cr) relied on this information and we have no reason to suspect any of the information in the NOT TO SCALE a NOT TO SCALE 0 NOT TO SCALE report is in error. Geopier Foundation Company, Inc. is not responsible for errors or omissions in the report that may affect the parameter values in our design. If the • subsurface or site conditions differ from those utilized in the design the Designer shall be CO notified immediately. 14.RAP foundation design loads are based on the design information provided to us by the Structural Engineer. In the event the structural loads vary the Designer shall be notified. 1= 4151) C:S) Q7 ice/ .4.J c, Co- bun, 10N �`'' N c) NI % Q t .4._• 10" F6 x6 <C= In co IV i NM ® GEOPIER LAYOUT UNDER FOOTINGS N N 1t- 1- NOT TO SCALE € rr c a MP g o III...0. _ W e It . _ PROJECT NUMBER P 10-CNW-385 "Geopier" is the registered trademark of the Geopier Foundation Company, Inc. This drawing DATE •---- 6/23/2010 ,. contains information proprietary to The Geopier Foundation Company, Inc. and its licensees. The information contained herein is not to be trasmitted to any other organization unless g eopier specifically authorized in writing by the Geopier Foundation Company, Inc. 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FOOTING OUTLINES ARE FOR INFORMATION ONLY. flJ II SEE STRUCTURAL AND/OR ARCHITECTURAL PLANS FOR NORTH FOOTING DIMENSIONS AND DETAILS. w FOUNDATION PLAN w 1 ,ott T �� 3. FOOTING LOCATIONS SHALL BE IN ACCORDANCE WITH a�1/8" — ' n , STRUCTURAL AND/OR ARCHITECTURAL DRAWINGS. ictli lu ■� 2 - DIMENSIONS, AND DETAILS. W V A 4. GEOPIER ELEMENTS UNDER FOOTINGS SHALL BE PROJECT NUMBER LOCATED IN THE FIELD AS SHOWN ON 4/GP0. 1 . P1O—GNW-385 "Geopier" is the registered trademark of the Geopier Foundation Company, Inc. This drawing 5. GEOPIER ELEMENTS UNDER WALLS AND COLUMNS DATE contains information proprietary to The Geopier Foundation Company, Inc. and its licensees. 6/23/2010 The information contained herein is not to be trasmitted to any other organization unless SHALL BE CENTERED UNDER FOOTINGS AS SHOWN, copier specifically authorized in writing by the Geopier Foundation Company, Inc. DIMENSIONED FROM CONTROL POINTS ESTABLISHED SHEET NUMBER Geopier is the property of The Geopier Foundation Company, Inc. and is protected under U.S. FROM STRUCTURAL AND/OR ARCHITECTURAL PLANS. Patent No. 5249892 and other patents pending. GPI ■ MECHANICAL NOTES r DESIGN PARAMETERS 0 `�' 1 . MECHANICAL CODE: 2007 OREGON MECHANICAL SPECIALTY CODE T 2. OUTSIDE AIR REQUIREMENTS: MEETS TABLE 403.3 L.D OCCUPANCY CLASSIFICATION - MERCANTILE (SPECIALTY SHOP)-HARDWARE 0 BUILDING AREA FOR OCCUPANCY - 6,446 SQUARE FEET 8 OCCUPANT LOAD - 8 PEOPLE PER 1,000 SQUARE FEET (52 PEOPLE) OUTSIDE AIR PER PERSON - 15 CUBIC FEET PER MINUTE Cy TOTAL OUTSIDE AIR REQUIRED - 780 CUBIC FEET PER MINUTE 3. BUILDING ENVELOPE COMPLIES WITH ASHRAE 90. 1 2004 NOTE 3/M1 4. VESTIBULE IS NOT REQUIRED PER EXCEPTION (b) OF SECTION 5.4.3.4 OF 2004 ASHRAE 90. 1 NOTE 4/M1 1° ° • ° ��_ '—,u-1 GENERAL MECHANICAL NOTES ■Imiquill'Illippipp, _ A. ALL DUCTWORK IS EXPOSED IN THE CONDITIONED SPACE AND DOES NOT REQUIRE ANY INSULATION. THE DUCTWORK PACKAGE AND AIR 6 % u „.- DEVICES WILL BE FURNISHED BY AUTOZONE FOR INSTALLATION BY THE CONTRACTOR. i "''" • B. THE FIRESTATS, SMOKE DETECTORS, FRESH AIR INTAKES AND/OR ECONOMIZERS WILL BE PROVIDED, AS REQUIRED BY LOCAL CODE, BY ' N I L _ AUTOZONE FOR INSTALLATION BY THE CONTRACTOR. C. THE PACKAGE ROOF MOUNTED HEATING / COOLING UNITS, ROOF CURBS, AND CARRIER THERMOSTATS WILL BE FURNISHED BY AUTOZONE NOTE 2/M1 - FOR INSTALLATION BY THE CONTRACTOR. SEE SCHEDULE BELOW FOR THE AIR FLOW FOR EACH UNIT SCHEDULED. SEE SHEET M2 FOR D. THE TOILET EXHAUST FAN WILL BE FURNISHED BY AUTOZONE FOR INSTALLATION BY THE CONTRACTOR. THE FAN IS A BROAN NO. 503 PLANS & DETAILS WITH 160 CFM CAPACITY. CONTRACTOR TO FURNISH AND INSTALL METAL DUCT AND WALL CAP. E. THE THERMOSTATS S-ALL BE SET FOR 78' F IN THE COOLING MODE AND 68' F IN THE HEATING MODE. (n F. FLEXIBLE GAS CONNECTIONS AT ALL UNITS TO BE NO MORE THAN 2'-O" AT ALL LOCATIONS. 0 G. CONTRACTOR SHALL STENCIL RTU NUMBER ON ALL ROOFTOP UNITS. STENCILING SHALL BE ON ROOF HATCH SIDE ONLY. ' H. REFER TO SHEET Al FOR BUILDING DIMENSIONS AND S2 FOR HVAC LOCATIONS. I> I. ALL ABOVE GROUND WATER SUPPLY PIPING SHALL BE INSULATED. c-.1 r 1 1 /4"--\ .. 3/32" = 1'-0" MGNO1 1 1 2" ,RZU 2 .RTC I . 7 MECHANICAL MOTES 1 1 4" >< 1 1 /4"—N, � INDICATES ROOF OPENING S� + r�► T ..A r-, N `w r ft tat* A. THE EQUIPMENT AND MATERIALS FOR THIS PROJECT HAVE BEEN -�- CONDENSATE DRAIN CNI SPECIFICALLY SELECTED FOR THIS APPLICATION. MANY ITEMS FOUND D THERMOSTAT INwP ► wP NOT IN THE CARRIER HVAC PACKAGE ARE UNIQUE TO OWNER. OWNER ` C3`3 GFI GFI TYPICAL FURNISHES TO THE CONTRACTOR THE CARRIER HVAC PACKAGE FOR 6 WP CD LL NOTE 1 INSTALLATION, START-UP, AND SYSTEM VERIFICATION. _ WEATHERPROOF GFI OUTLET w , G_I Z 0 0 4 B. THE INSTALLING CONTRACTOR IS RESPONSIBLE FOR PROVIDING z-1 c� A COMPLETE SYSTEM THAT CONFORMS TO THE PLANS AND M -� ELECTRICAL DISCONNECT 0 N 1 SPECIFICATIONS. O 0 0 w DW DOMESTIC WATER C.0 0 TYPICAL ALL C. ALL CLAIMS SUBJECT TO INSPECTION AND APPROVAL BY FACTORY lill 0 o 0 UNITS CUSTOMER ASSURANCE DEPARTMENT AND WILL BE DEBITED BACK GAS INLET TO DEALER IF REJECTED. THE CARRIER HVAC PACKAGE WILL BE I BILLED DIRECTLY TO OWNER. THIS DOES NOT RELIEVE THE HVAC ° 0 0 CONTRACTOR OF HIS RESPONSIBILITIES DESCRIBED ABOVE AND IN 1 8 -1 o MHLO1 Z ii Z THE SPECIFICATIONS. FOR COMPLETE INFORMATION ON CARRIER 9 HVAC LEG E\ D ED. - Q FURNISHED EQUIPMENT PACKAGE, CONTACT PHILLIP MAY, CARRIER ' SALES & DISTRIBUTION LLC, MEMPHIS, TN. TEL. 1 . SUPPORT ALL PIPING ON TREATED 2X4 WOOD BLOCKING SET 5 N. EL. Ø- (.9. DIRECTLY ON ROOFING, AND CLAMP PIPE TO EACH SUPPORT. . ,, ►\ D. FIRESTATS, SMOKE DETECTORS, DUCT SENSORS AND REMOTE !_ " a Z BLOCKING SHALL BE SPACED A MAXIMUM OF 6 0 ON CENTER THERMOSTATS TO BE INSTALLED ACCORDING TO THE FOR GAS PIPE AND 3'-O" FOR PVC PIPE. PROVIDE ADDITIONAL p C') — (— MANUFACTURERS' SPECIFICATIONS AND INSTRUCTIONS. SUPPORTS AT EACH BEND AND "T" CONNECTION. N V) < E. ROOFTOP UNITS MAY CONTAIN ONE OR MORE OF THE FOLLOWING Q W NG 2. MOUNT TWO (2} THERMOSTATS ON THE WALL - SEE SHEET [5. d' (,�j W ITEMS DEPENDENT ON PROJECT GEOGRAPHIC LOCATION AND CODE = M REQUIREMENTS: ECONOMIZER, HAIL GUARDS, CORROSION 3. CONTRACTOR TO FURNISH & INSTALL METAL EXHAUST DUCT AND < v"- E- PROTECTION, HORN AND STROBE UNITS, ETC. METAL WALL CAP FOR EACH BATHROOM EXHAUST FAN. SEE ELECTRICAL SHEETS FOR FAN LOCATION AND SPECIFICATIONS FOR . . F. CUT NO HOLES IN BOTTOM PAN OF ROOFTOP UNIT. CONTRACTOR ADDITIONAL INFORMATION.. TO USE FACTORY INSTALLED LOCATIONS TO RUN POWER AND/OR 4. COORDINATE WITH THE LOCAL UTILITY COMPANY FOR GAS METER � ''-' N CONTROL WIRING. LOCATION AND GAS PIPE SIZES. REFER TO THE SCHEDULE BELOW oor_i 00 O FOR MAXIMUM ESTIMATED LOAD. !„I U / _ — -- 1/8" 1'—O" MHNO2 1/8" = 1' O" MHNO1 FU •C 04 —VAC ROOF TOP PLA\ 8 —VAC PACKAGE NOTES 10 HEATING & COOLING PLAN DOTES c ` ' CLAMP SIZED TO FIT PIPE ATTACH COOLING DATA HEAT INPUT ELECTRICAL REQ. p 7„ MARK MANUFACTURER SUPPLY MIN. E.S.P. ENT. AIR TOTAL SENSIBLE EER ENT. AIR INPUT OUTPUT UNIT M.C.A. BREAKER ECONOMIZER COIL UNIT • • (4-4 rFij TO EACH BLOCK COATING WEIGHT -' r--� PIPE: SEE PLAN FOR LOCATION MODEL NO. AIR O.S.A. D.B. W.B. D.B. 208/30/60Hz E--4E AND SIZES. GAS PIPING TO BE RTU-1 CARRIER 0 25 IN O �'' 48HJDd08 3000 CFM 390 CFM 80 67 92900 BTU 67,200 BTU 11 70 125,000 BTU 102,500 BTU 38.2 45 Economizer Regd. No 870 r.,, 0 PRIMED AND PAINTED. - tV N 0 4 CARRIER TREATED WOOD BLOCKING: MINIMUM RTU-2 48HJD008 3400 CFM 390 CFM 0.25 IN. 80 67 92,900 BTU 67,200 BTU 11 70 125,000 BTU 102,500 BTU 38.2 45 Economizer Regd.No 870 w `� �i SIZE OF BLOCK TO BE 2"x4"x8" v) 0 0 �0 cd 44 r ,c .r- , LONG. (FELT WRAPPED BLOCKING IS �► v� r...- NOT ACCEPTABLE) PROVIDE �• ° ► � ,k__L_4 BLOCKING AT ALL CHANGES IN A ,.14 .- � a DIRECTION AND 6' CENTERS FOR REFERENCE Y ,4'vw-4-4 /� •g GAS PIPING AND 3' CENTERS FOR NOT APPROVED WITH THIS PERMIT . . ^ d' 75 A PVC CONDENSATE PIPING. d, I-14, 3/4" = 1 —0 MHI01 3 32" = 1 '-0" �= N O 0 / / MHCO1 � M 0 5 PIPE ROOTOP _ SCHIIULE SUPPORT 6 U \ IT —ATI \ G AND COOLI \ G CONTRACTOR SUPPLIED FACTORY MOUNTED AND .- �,,xc 5.\�%tz i ti Of45,s/ GAS LINE CARRIER RTU CANT STRIP WEATHER-PROOF GFI CARRIER RTU WIRED NON-FUSED ECONOMIZER .'�„-... CONVENIENCE OUTLET BY ELECTRICAL CONTRACTOR. SEE SHEET El. �O� r `-° EE'9 °y PLUG VALVE CONVENIENCE OUTLET -''._-- f 13365P 9�.ji I © DISCONNECT SWITCH FLASHING AND FIBERS ROOFING AND INSULATION ON METAL DECK. CONTRACTOR SHALL ��, ' �• (ONE PER RTU) CONDENSATE DRAIN OUTLET D / / /' CANT STRIP AT - .. .� JUNCTION BOX AND CONDUIT MOUNTED TIGHT TO DECK FURNISH AND INSTALL T /III TO CONTROLS IN RTU - COUNTER- FLASHING BY G.C. 4111111111110.,,,o04..•.��. oR oN DIRT LEG AT EACH RTU ill�`' ' _ _ - - MECHANICAL ROOF CURB ��--4410110700 ,:MM qr . . •= -�''� 4')944;!!ET / 18 GA 1 PR. SHIELDED .r.....•.,.•. �•.- -► 'Al�� -�` STRAP ANCHORS •�:•:. .•.:�_•::tatta --"'` SUPPLY AIR DIFFUSER ADJUSTED IN THE FIELD 1l GAS CONNECTION. (ROOF CURB FURNISHED •�. EUG N GA, DET RETURN +I !�!��• 0' AB Ingitt ...i ........� IN THE DOWNWARD DIRECTION.C LE BETWEEN SMOKE ;�,.� -- TO POINT 3 r( s,ppLY BY RTU SUPPLIERS .�.:� AI" �``" . - , -- I ROOFING MATERIALS -�- DETECTOR AND RTU STEEL JO ST SUPPLY `;:a'�`'`y 0=:i .,..1.It l �, EXPIRATION DATE:., .►a 12131/11 END VIEW _ SID viEw 3" X 3" X 1 4" ANGLES " " " '°'` • � 6. ft_ ` I* / REFER TO STRUCTURAL PLANS FOR PROPER ROOF DECK J-BOX AT DECK / 3 X 3 X 1/4 ````�• .-•� —�.. I '''� '� SUPPLY NOTE: CONTROL WIRING FOR 18 GA, 4 CONDUCTOR UNSHEILDED FOR RTU POWER ANGLE RTU 6„ ,,/I f =•i~ ROOF CURB MOUNTING DETAILS. 03/25/1 0 EACH RTU MUST BE RUN IN BETWEEN RTU CONTROLS AND T-STAY. AND OUTLET POWER MAKE CONNECTIONS THRU HUB FRAME REFER %�� _ ry - �I 1" PROVIDED IN BOTTOM OF THE RTU. DO n SEPARATE CONDUIT. SEE 18 GA. 3 CONDUCTOR BETWEEN TEMP 1 CONDUIT TO ROOF �I1� 6"�� MOUNT SMOKE DETECTOR ON SIDE OF RETURN AI NOT CUT PAN TO GAIN ACCESS. ALL --.,,, ' •yM� ETU AIR DUCT 6 BELOW THE ROOF 65VV2-R SHEET E-6 FOR ADDITIONAL SENSOR AND RTU CONTROLS. RUN J-BOX AT DECK FOR CONNECTIONS INSIDE OF RTU TO BE DETAIL �''�' Lf�` DECK AND OPPOSITE THE SUPPLY AIR. SEE MANUFACTURER'S SPECIFICATIONS. INFORMATION. ALL CABLE IN 1/2" EMT. RTU CONTROLS 1/2" WEATHERPROOF. MOUNT TEMPE'' IRE SENSOR ON THE SIDE 4" „ 1/4" E OF!RETURN AIR DUCT 4 1/8" = 1 -0 MHSO2 1/4 = 1 -O CONDUIT MHSO1 3/8" = 1'.--o" METAL STRAP ABOVE RETURN AIR GRILLE. SEE MANUFACTURER'S SPECIFICATIONS. MHIO2 M am ill 2 NOT . SID 3 ROOF CURB — CARRIER J \ IT 4 CARRIER ROOFTOP UNIT — VIEW OF RTU 4" VENT PIPE- N.F.H.B. PLUMBING NOTES — ABOVE ROOF, 1 . DIG HOLE FOR HYDRANT APPROXIMATELY 2 FEET IN DIAMETER 4" CONNECT CHECK AND DEEPER THAN THE BURY DEPTH. FLASHING TO BE COMPATIBLE ; o 4 VENT THRU -r.... VALVE DRAIN TO VENT �� DESIGN PARAMETERS W/ ROOF MEMBRANE. EN ROOF STACK 2. FLUSH GRAVEL, DEBRIS, ETC. OUT OF THE SUPPLY ROOF MEMBRANE--� ,�''�� LINE BEFORE CONNECTING HYDRANT. 1 . PLUMBING CODE: 2008 OREGON PLUMBING SPECIALTY CODE >- FLAS-ING STRIP 3. INSTALL HYDRANT WITH DRAIN HOLE BELOW FROST LINE. —� 2. PLUMBING OCCUPANCY CLASSIFICATION: Merchantile __> ---.. 1-1/2" VENT USE WRENCHES ON SUPPLY LINE FITTING AND BRASS - 21.4%. BUILDING AREA FOR OCCUPANCY - See Sheet A-0 for area 1-1/2" VENT / �. BODY VALVE ONLY. THIS AVOIDS OVER TIGHTENING THE \ /` \ / \ / - HYDRANT ASSEMBLY WHICH COULD AFFECT OPPERATION. 1 �, OCCUPANT LOAD See Sheet A-0 for occupancy /' -...._> / 4" METAL DECK I FIXTURE REQUIREMENTS, MIN. 4" TO 4. IF SUPPLY LINE TO THE HYDRANT WILL NOT SUPPORT ,� SANITARY SEWER. HYDRANT, USE RE-BAR, LENGTH OF PIPE OR OTHER SUITABLE ROOF INSULATION' WATER CLOSETS - 1 � / SUPPORT DRIVEN IN B01 (OM OF PIT per 500 people / SEE SITE PLAN / T TO HELP SUPPORT NOTE: FOR SINGLE PLY ROOF LAVATORY - 1 per 750 people HYDRANT. BEFORE FILLING EXCAVATION, TURN ON WATER AND MEMBRANES PROVIDE PREFABRICATED DRINKING FOUNTAIN -- 1 per people `� '-� `-0 GRADE / CHECK HYDRANT CONNECTION FOR LEAKS. 1„ = 1'-o" PIPE BOOTS TO MATCH MEMBRANE. DRINKING p 1000 peop 1 1/2" VENT CLEANOUT 5, PROVISIONS MUST BE MADE TO ALLOW THE WATER TO DRAIN SERVICE (MOP) SINK -- 1 per store 4" FROM THE HYDRANT DRAIN HOLE EACH TIME THE HYDRANT IS '� VENT STAG � DETAIL 3.SEPARATE FACILITIES ARE REQUIRED FOR MEN AND WOMEN. THERE IS 1 WATER CLOSLI AND 1 LAVATORY FOR EACH RESTROOM. 1 -1/2" VENT I WC. I CLOSED. / PAVING OR GRADE LINE IF REQUIRED BY CODE, THERE SHOULD BE 1 URINAL IN THE MEN'S RESTROOM. 1-1/2" VENT I (A) IF THE HYDRANT IS TO BE INSTALLED IN A CONCRETE SITE PLAN DRIVEWAY, CONNECT 1/8 INCH COPPER DRAIN TUBING TO THE (SEE PLAN) : ELECTRIC DRINK 4" DRAIN HOLE AND DIG A REMOTE DRAIN FIELD FOR THE DRAIN 12" �`"" GENERAL PLUMBING NOTES. FOUNTAIN MOUNT PER I WC. 12" X 12 X 9 "ADA" REQUIREMENTS LAV. PIPE TO EMPTY INTO. CONCRETE PAD ,..,,_ A. PIPE MATERIAL SHALL BE AS FOLLOWS: I LAV. 4" I (B) STAURATED GROUND IN THE HYDRANT DRAIN FIELD CAN = - - - - °_ SOIL, WASTE AND VENT (INSIDE BLDG.) ASTM D2665 PVC-DWV WITH NSF SEAL _i 11, 111-11 I 11 i—I11 `III- C WALL CLEANOUT PREVENT THE HYDRANT FROM DRAINING AND MAY RESULT IN '11=111—I 11—I i I , 111=1 I '1�-11 I-11 I-// /l SOIL AND WASTE OUTSIDE BLDG. ASTM D3034 PVC UNDER ELECTRIC 2 THE HYDRANT FREEZING. IF THE AREA WHERE THE HYDRANT GRADE CLEANOUT ( } C�DRINK FOUNTAIN MOP SINK IS LOCATED IS LOW LYING OR HAS A TENDENCY TO HAVE III=1 :� 2" I HIE-111- DOMESTIC WATER (UNDER SLAB) ASTM B88 TYPE "K" COPPER STANDING WATER, A LARGER DRAIN FIELD OR PIT MAY BE 1�i 111 III IIII�,I'' ,I I-1I I-, O FLOOR CLEANOUT TO REPLACE WALL REQUIRED TO PROVIDE THE HYDRANT A PLACE TO DRAIN. ,111-25111E-111-, 1=1 I 1=1 11= DOMESTIC WATER (INSIDE ABOVE SLAB ASTM B88 TYPE "L" COPPER, HARD DRAWN SLAB) CLEAN- OUT ONLY WHEN REQUIRED (C) FILL BOTTOM OF PIT WITH 1/2 INCH GRAVEL TO A LEVEL REFER TO RISER FOR WASTE i-,II�1_� � _,l I-111_111-111- "' "' "' " DOMESTIC WATER MAIN (TO WITHIN 5' OF BLDG.) ASTM B88 TYPE "K" COPPER I i I BY CODE. 3 INCHES ABOVE BRASS DRAIN VALVE BODY TO INSURE LINE (MINIMUM4") FROM ii ui 3- N ADEQUATE DRAINAGE. BUILDING NATURAL GAS ASTM A120, SCHEDULE 40 BLACK STEEL WITH FACTORY APPLIED PROTECTIVE COATING FOR 1/8" = 1'-0" PPIO1R 1/8" = 1'-0" PPNO2 1/2" = 1'-0" PPS02 UNDERGROUND APPLICATION. 1 PL_JV B \ G WASTE/VENT RISER 2 YARD —IYDRA\T INSTALLATIO \ 4 GRADE CLIA\ OUT CONDENSATE PVC, SOLVENT WELDED 3/4" DW TO FREEZE-PROOF HYDRANT B. THE PIPE INSULATION SHALL BE AS FOLLOWS: C ABOVE ROOF WATER CUTOFF VALVE 1 . HOLD 4" SANITARY VENT THRU ROOF TIGHT AGAINST EXTERIOR Ctrl PROVIDE 10"X10" MILCOR 3/4" HOSE WALL BETWEEN TOILET CEILING AND BOTTOM OF ROOF DOMESTIC COLD WATER 1/2" POLYOLEFIN CLOSED CELL N 3/4" DW TO ACCESS DOOR. NOTE 5 M CONNECTION STRUCTURE. OFFSET VENT A MINIMUM OF 12" FROM FACE OF - h`" FREEZE—PROOF YARD 3/4" c� WALL BEFORE PENETRATING ROOF DECK. DOMESTIC HOT WATER ABOVE GRADE SAME AS COLD WATER C3� HYDRANT NOTES 3 & 4 �� 24" BELOW GRADE — 3/8" CLOSED CELL SUITABLE = 2. MOUNT MAIN CUTOFF AT 24 A.F.F. IN RESTROOM, AS FOR UNDERGROUND USE WATER HEATER: PROVIDE COPPER -- I INDICATED ON ARCHITECTURAL ELEVATIONS. UNIONS AT WATER LINES 1 rl"ipop„ 3, INSTALL FREEZELESS IOWA YARD HYDRANT MODEL Y 34 cc 3 4" 1" GALVANIZED AS MANUFACTURED BY WOODFORD MANUFACTURING CONDENSATE (INSIDE BUILDING) 1/2 POLYOLEFIN CLOSED CELL 0 DW �► / PIPE 27 1/2" COMPANY. I-YDRANT SHALL BE LOCATED IN A GRASS OR tU �+- 1 MINIMUM LANDSCAPE AREA SEE CIVIL DRAWINGS FOR EXACT ) --_ C. THE ELECTRIC WATER HEATER WILL BE A TANKLESS, POWERSTREAM MODEL RP1P, DUAL VOLTAGE, INSTANTANEOUS TYPE r`- z DHW -� 4„ DIMENSIONAL LOCATION. FURNISHED BY AUTOZONE FOR INSTALLATION BY THE CONTRACTOR. I ''� 3/4" ��- -`- GROUND 4. INSTALL YARD HYDRANT IN STRICT ACCORDANCE WITH a 0 —� D. A BACKFLOW PREVENTER SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR, WHEN REQUIRED BY LOCAL CODE. CL i 3/4" ` � _, � .��i.�i.V► ,. 4„ LEVEL , �,: j MANUFACTURER'S PRINTED INSTRUCTIONS INCLUDING PROVIDING Z L.L. _. �'` 3/4 1» 4*. , ,,�,� VERTICAL SUPPORT AND A BELOW GRADE DRAIN FIELD FOR THE BACKFLOW PREVENTER SHALL BE A REDUCED PRESSURE ZONE TYPE, WATTS 909 SERIES. INSTALL THE BACKFLOW 0 WC. x. - YARD HYDRANT TO EMPTY INTO EACH TIME THE HYDRANT IS PREVENTER IN ACCORDANCE WITH LOCAL CODE. IF BACKFLOW PREVENTER IS INSTALLED INSIDE THE BUILDING, ROUTE ii..) �"� 3 L 1 W C. 0 '< / 4 CLOSED. THE DRAIN IN THE WALL TO THE MOP SINK AND TERMINATE ABOVE THE FLOOD RIM OF THE SINK. -+5 Z " 1 5. PROVIDE CUT-OFF IN A RECESSED ACCESS BOX IN RESTROOM E. THE WATER CLOSET SHALL BE A 1.6 GALLON PER FLUSH, MAXIMUM. 1 ! 1" CO 10 LINE FROM BURY DEPTH WHERE INDICATED ON THE DRAWINGS FOR THE 3/4" WATER F. THE LAVATORY FAUCET SHALL HAVE A MAXIMUM FLOW RATE OF 1.0 GPM. THE HANDLES SHALL BE ALL BRASS AND c C/) D LAV.---{ 1 WATER SERVICE 2'-0" MINIMUM LINE THAT FEEDS THE YARD HYDRANT. s�LO f HANDICAP ACCESSIBLE. PROVIDE WATER N --A,P-4 WATER CUTOFF VALVE SINGLE -'_-+= 3/4" 6. SEE SITE PLAN TO VERIFY LANDSCAPE CONNECTION 0 < POINT OF ENTRY PROVIDE 3/4 METER AS REQUIREMENTS AND LOCATIONS. G. THE MOP SINK SHALL BE FLOOR MOUNTED. THE FAUCET SHALL HAVE AN INTEGRAL VACUUM BREAKER AND BUCKET HOOK. 5 d' 0 J REQUIRED BY FROST LINE _ � 10"X10" MILCOR ACCESS MOP `--I= H. ALL ABOVE GROUND WATER SUPPLY PIPING SHALL BE INSULATED. < T- — �- EDF. DOOR. NOTE LOCAL UTILITY. �� 7. BACKFLOW PREVENTER IF REQUIRED BY LOCAL CODE TO 2 SINK NOTES 6 & 7 DRAIN VALVE , IL , BE INSTALLED INSIDE THE BUILDING - SEE GENERAL I. FLOOR DRAINS SHALL BE PROVIDED ONLY WHEN REQUIRED BY CODE. PLUMBING NOTES: NOTE "D". v J. PROVIDE WATTS SERIES SHOCK ABSORBERS AT ALL QUICK CLOSING VALVES WHERE APPLICABLE. d .c MAKE ALL TRANSITIONS ABOVE 3/4" WATER oo t-- FINISHED FLOOR LINE LINE K. SHUT OFF VALVES SHALL BE INSTALLED FOR EACH PLUMBING FIXTURE. 00 T0 8 1 V r'''''4 1/8" = 1'-0" PPIO2R 1 1/2" = 1'-0" PPS03 1/8" = 1'-0" PPNO1 1/8" = 1'-0" PCNO1 41D 0 00 5 PL., MB \ G WATER RISER 6 YARD —IYDRANT 7 < EYED PL_UMBI \ G \OYES 8 PLUMBING NOTES v a °° E t WATER METER AND BACKFLOW FIXTURE DIM. REMARKS p IOWA W PREVENTER TO BE FURNISHED AND I 19" TOP OF NON-FREEZE 0 . . top. E70.74; INSTALLED AS REQUIRED BY LOCAL TOILET SEATS (ACCESSIBLE) 17" SEAT MAX. HYDRANT 3/4" HOSE ge �-,.AUTHORITY. AMERICAN KOHLER URINALS WHEN RE 'D CONNECTION w STANDARD ELDER C Q ) r- v o 3/4" 1 LINE (ACCESSIBLE) 17" TO RIM 411 c) N N c� p DW LINE ( } • t`- � �INE FROM W C� 0 p� Wall ' 7 » WATER CUT OFF VALVE IN TO YARD SERVICE - LAVATORIES (ACCESSIBLE) 34» TO RIM, 29" MIN. TO - INSULATED �"' `�' '-; HYDRANT ENTRANCE. P 1 TOILET {ELONGATED C } BOTTOM OF APRON — to ,� gi ,----- / -- RECESSED ACCESS BOX. ^' CADET #2998.800 HIGHLINE #K-3427 PATRIOT #091 -2175 PIPING NANDIOAP)1.6 GPF �. � c� o'� �-+ WATER COOLER (ACCESSIBLE) 36 TO SPOUT BOOT FLASHING SEAL GCO _ NOTE: TOILET TANK TRIP LEVER TO BE LOCATED ON LAVATORY SIDE OF TANK. TO PIPE AND ROOF 'S4 �. to bA ›., Ch �0 J r 1 0 \ �--T � �� A.F.F. TO BOTTOM \ 1, P1 18 MEMBRANE 1 C``- •8 4 _, 0 P-2 LAVATORY �, WATER HEATER OF HEATER ROOF b- _ ,�� _ �--- �l "LUCERNE" #0355.012 "GREENWICH" #2032 "DELWYN" #051 1634 ROOF MEMBRANE a � � '"' '� � 1 P1(--- : - ,� �P 1 k Ohl -- - INSULATION IN�j' ~" A 1= iHW_ MOEN #8800, 4 INCH CENTERS, 4 INCH WRIST BLADE WITH 1/4 TURN HANDLESS , * 1.:--)i ;-, d- �, DW FAUCET 1/8" = 1'.-.0" PPCO1 �`�♦ ♦T♦� / Q ' Q ' I •• Il! WASHERLESS CARTRIDGES, AND MOEN #52602 1 GALLON PER MINUTE FLOW RE[ UCER. _ ,��+'�� ►� ►. MLIAL DECK c� I . 12 VOU \TI \ G HEIGHT SC _RULE A. i!�!i!�� ► 1,4, �� __ P3 DRAIN MOEN 52660, OFFESET CHROME PLATED TAILPIECE. _ _ __ _ __ x'19 .\�%�� PRo,Fss ' P P \ ►�1►�"1 �� S ��s k NEF� /o P4 --■ Wall P3 P-3 SERVICE SINK _ / 13365P- � .' FIAT #MSS2424 OR MUSTEE #63 :, CHECK P4 Can WATER HEATER 18 FAUCET INSTALL 1.5 SQ. VALVE DRAIN OREGON oU A.F.F. TO 801 IOM CET MOEN #8124 I UNISTRUT BETWEEN 6 8 ' �? ■� CONNECT TO oq o, 17 1ge 5 JOISTS AND CLAMP -■' '_' VENT STACK ' ewe* PIPE TO UNISTRUT. FREEZELESS P-4 WATER FOUNTAIN HANDICAP ACCESSIBLE DUAL HEIGHT: ELKAY EZTL-8C OR HALSEY TAYLOR ETV8aL-Q INSURE THE EXPIRATION DATE: 12/31/11 or,DW _ YARD HYDRANT PIPING IS HYDRANT SEE CIVIL P-5 URINAL IF REQ'D. _ _ VERTICAL AND WELL 3 4 WATER 03/25/10 p "TRIMBROOK" #6561.017 "BARDEN" #K 4960 T "S/VON" #161 1090 LINE P2 DRAWINGS ANCHORED FOR _ — .-I . 65W2—R 1/2°=1'-a' LOCATION FLUSH VALVE SLOAN #186-1 OR NOT APPROVED WITH THIS PERMIT ZURN #Z6003XL-WS1 3/16" = 1'-0" PPP0165w2R 3/16" = 1'-0" PPP0265w2R 1/8" = 1'-0" v4 PPCO2 1 1/2" = 1'-0" PPSO4 RSTROOV SEWER PLAN 10 RESTROOM WATER PLA\ 11 PLJMBING FIXTRI SC — E.DJL__ 1 13 ROOF HYDRANT M 1.1.2 li k. ii ELECTRICAL NOTES WORK INCLUDED: : A. CONDUIT, WIRES, CABLE, AND WIRING DEVICES. I r DESIGN PARAMETERS: 2008 ORGENO ELECTRICAL SPECIALTY CODE - B. PRIMARY WIRING, CONDUIT AND FINAL CONNECTIONS FOR ALL SIGN CIRCUITS. CDC:) COMPLY WITH LATEST EDITION OF NATIONAL ELECTRIC CODE ALONG WITH c-NJ c. CONDUIT AND PULL STRINGS FOR DATA/TELEPHONE RUNS. (WIRING N.I.C.) ALL LOCAL, STATE, AND UTILITY REGULATIONS OR LAWS. PROVIDE UL ,--- APPROVED MATERIALS AND DEVICES. D. CONDUIT AND PULL STRINGS FOR THERMOSTATS (WIRING BY MECHANICAL CONTRACTOR). a_ LOAD SUMMARY: E. CONDUIT AND PULL STRINGS FOR SECURITY SYSTEM (WIRING N.I.C.). ,c3_, F. FIELD TESTING. (_) AUTOZONE ELECTRICAL LOAD SUMMARY G. ELECTRIC SERVICE ENTRANCE AND UTILITY COORDINATION. H. TELEPHONE SERVICE ENTRANCE AND UTILITY COORDINATION. B-15 (+54" A.F.F.) LOAD NAME CONNECTED VA LOAD NAME CONNECTED VA B-23 (+36" A.F.F.) B-23'15 44---- FOR RESTROOM POWER INDOOR LIGHTING 8437 EQUIPMENT 29583 SERVICE ENTRANCE, ELECTRIC AND TELEPHONE: ' Th ALL WIRE CONNECTIONS AND TERMINATIONS IN WIREWAY, SERVICE DISCONNECTS AND A. 6 b c 9'-0" 8'-7" REQUIREMENTS. SEE Allik OUTDOOR A PANELBOARDS SHALL BE RATED AT 75 DEG C. WV LIGHTING 14576 COOLING 27504 B. SUBMIT TO LOCAL UTILITY ALL REQUIRED DRAWINGS, LOADS AND ANY OTHER B-21 (+75" A.F.F.) < \c c(17 I'' / %■ RECEPTACLES 1620 TOTALS 88820 INFORMATION NEEDED TO OBTAIN SERVICE. -st. LCD LO I \ C. PROVIDE ALL MATERIALS AND INSTALLATION REQUIRED TO COMPLETELY CONNECT TO THE • I 1 —......---..... . - :ii0 \ 0.1 0 WATER HEAT 7100 SERVING UTIUTY. WORK SHOULD INCLUDE, BUT NOT NECESSARILY BE LIMITED TO, c! RECESSED WP PRIMARY CONDUITS, CABLE (IF REQUIRED), PAD MOUNTED TRANSFORMER PADS, B-19 (+54" A.F.F. B-17,19 .< \ \\4) I GROUNDING METERING PROVISIONS, SECONDARY CONDUCTORS AND CONDUIT, ALL AS , ..--''■ / B-17 (+36" A.7.F. I Ler I G.F.I. OUTLET ITEMS FURNISHED BY AUTOZONE: REQUIRED BY THE LOCAL UTILITY. '-0 ' L,./ , B-29 PANEL BIN, I'di. . DLIF a ......L. +24" A.F.F. A. FUSED DISCONNECTS G. OCCUPANCY SENSING LIGHT SWITCHES D. FURNISH AND INSTALL CONDUIT ALONG WITH PULL BOXES, FOR TELEPHONE SERVICE AS REQUIRED BY SERVICE PROVIDER. SEE CIVIL DRAWINGS FOR LOCATIONS AND CONDUIT dik 2 1 asi. - I B. PANELBOARDS H. PHOTOCELLS SIZE. CONDUIT IS TO RUN FROM THE TELEPHONE PANEL LOCATION IN THE BUILDING TO a THE TELEPHONE COMPANY'S POINT OF CONNECTION, WHICH WILL EITHER BE A GROUND VW J PrANLL. A -it-CI ---- ---.I. N C. CIRCUIT BREAKERS I. CONTROL RELAYS MOUNTED PEDESTAL OR A POINT USUALLY BETWEEN 10 FEET AND 15 FEET ABOVE _ - PANEL C VW ( _,,j) D. ALL LIGHT FIXTURES. E. LAMPS J J. BALLASTS. K. SITE LIGHT POLES AND BRACKETS GRADE ON A UTILITY POLE. CONDUIT SHALL BE CONTINUOUS FROM END TO END. N..... PANELBOARDS: III 0 F. LIGHTING CONTROL PANEL & ACC. (../) A.A INSTALL PANELBOARDS SECURELY INTO POSITION AS SHOWN ON DETAIL 3/E5 de■X\ 1 B- 0 1 1 \I W t , B. CONTRACTOR TO VERIFY WITH THE UTILITY COMPANY THAT THE PANELS ARE CD ACCEPTABLE AND IF NOT, CONTACT THE EQUIPMENT SUPPLIER IN A TIMELY MANNER (i) '...-- c;`1 N.)>. '---Z".•••I 3T-2" 117 -/TO RECEIVE PROPER EQUIPMENT. > 1-c 1--i (1-2/ alai / 6 C. ANY NEON CIRCUIT NOT USED IS TO BE DESIGNATED ON PANELBOARD SCHEDULE AS I i I liff WV (N"SPARE". N--- D. CONNECT ALL CIRCUITS EXACTLY AS SHOWN ON THE PANEL SCHEDULE. f:: N) 3/32" = V-0" EGNO 1 RTU#2 RTU i 1 I 4 Gi \ ERAL \ OTIS (/) 7 . 5 -TO\ rm 7 . 5 -TON PI SYv1 DESCRIPTION FUR\. REMAR<S W I— B-2,4,6 4106.. , B-1 ,3,5 6... 7 . co o - 3 -- #8 -‹ /// ‘269 a 3 - #8 0 ea B-13 .....,,,,,, - INSTALLED BY HVAC CONTRACTOR, WIRED BY ELECTRICAL C\I Z C\1 1 -_ •1O G ,..,..- '1%72,1 1 -#10 G Wet • EXHAUST FAN RECESSED AUTOZONE CONTRACTOR. 14.... cn —I 3/4" C CFI 3/4" C CF SEE SHT. E2 FOR ADDITIONAL JUNCTION BOX LOCATIONS AND , REQUIREMENTS AT DOORS FOR ALARMS. DUPL X OUTLE AT DEC CD JUNCTION BOX C.C. 25' ROM DOOR Lt Z (1) THERMOSTAT AUTOZONE WALL MOUNT ABOVE ELECTRICAL PANELS. 9'-0" A.F.F. MAX. 0 cs) u j Lio 0 C-5 B- I0 HVAC DISCONNECT t.... CO 1 ....... DISPLAY BASE FLEX M CO\NECTION. (TYPICAL) C-8 J-BOXES FOR ALARM [ WITH UNIT REFER TO HVAC SPECIFICATIONS - Ci 0 Z 12'-6" g „.....1;„ KEYPAD AND ALC Z Li 7 PUSHBU II ON AT 48" P POWER POLES AUTOZONE REFER TO PLAN FOR LOCATION 2 0 ......i 1 0 I VW i\kcisc---& 0 z A.F.F. 0 < CL I : I +13 -V • - PB SIMPLEX RECPT. REFER TO PLAN FOR LOCATIONS (1) CL Et (...,AT 1 ne 0C C.C. cu ______, l c W NOTE: SEE CIVIL DRAWINGS 0 Cf) CD w 0/ rs FLOOR RECPT. REFER TO PLAN FOR LOCATIONS FOR SERVICE ENTRANCE AND 4, .■\,N,,,,<,___ RECESSED WP --- N 1.0 C.C. 0 0 < es% METER LOCATION. I 7 G.F.I. OUTLET /111h. ml" . ‘4s 0 %aid D 0.) B-31 +24" A.F.F. ... yr QUADPLEX RECPT. REFER TO PLAN FOR LOCATIONS < Ta- 1-- c1- 21:-O' C.C. ID ,ir RECPT.(GFI)WEATHERPROOF DUPLEX REFER TO PLAN FOR LOCATIONS c..) C.C. 00 g JUNCTION BOX WITH C-0" C.C. (FIXTURE r-1 0 FLEX CONDUIT AT WALL & KICK PLATE El) J-BOX AT FLOOR LEVEL, FLEX CONDUIT SET UNDER DISPLAY FIXTURES. I ,...., r"""r4 RECEPTACLE MOUNTED TO BASE PLATE. SEE DETAIL 3/E1 en 0 4 ---- H.P. COUNTERS BY OWNER) 1/8" = 1'-0" 1/8 = 1'-0" EPLO 1 0 oc POWER PLA\ 5 POWE--_ SCHEDLLE EiR .rtiv-1 '.1nwr tin i::---t. R 1-4 A. ELECTRICAL CONTRACTOR TO PROVIDE EMPTY CONDUIT & BOXES EMT CONDUIT .. / 0 N . C44 F..T.). BETWEEN RTU'S AND THERMOSTAT LOCATIONS INDICATED. 1\01----_-7S: MECHANICAL CONTRACTOR TO PROVIDE CONTROL WIRING AND 1 TYP. 4 1/2 X 1 3/4 A-27,29 COMPLETE INSTALLATION. REFER TO SH J MIL. STUD WALL W/ GYP. BD. 14 E'S E5 AND M1. r -, JUNCTION BOX gni.4 . i.L,, 2 C-8 • -EXIT SIGN. ALUMINUM STOREFRONT. 2-#8 J-BOXES FOR THERMOSTATS SHALL BE INSTALLED HORIZONTALLY .0 / c4 Ir._ 1. CONNECT EXHAUST FANS TO RESTROOM 0 DUPLEX RECEPTACLE SET HORIZONTAL cn DUPLEX QUILL I. 1 -#10 G , 0 C) .. ols II LIGHTS, SWITCH WITH LIGHTS. W/ A MINIMUM OF 6" BETWEEN BOXES. .0' // IN OWNER FURNISHED BASE. FINAL t'-` 1■■■■4 +4 CM) 1111 REMOTE ALARM BY OWNER PLUG TWO SURFACE MOUNTED 1 /2" C B. REFER TO SHEE.1 E2 FOR POWER POLE, JUNCTION BOX AND d,,, // LOCATION TO BE DETERMINED AFTER 1*-- 0 ' 0 0 INTO DUPLEX OUTLET. WIREWAYS, ONE FOR 120V. 2. LOCATE LIGHT SWITCH AT 48" A.F.F. FLOOR OUTLET LOCATIONS. ALL OTHER CONDUITS FOR -r,,,..,,,,„.„,,„,,a., FIXTURES ARE SET. izi del 74 ca 0 r, ‘,..., (...) , #11•1111111111"r 8-28 NOTE 1 RECEPTACLE MAY BE RUN EITHER OVERHEAD OR UNDER SLAB. 4.„...,,„„.........111 FIXTURE KICK PLATE BY OWNER. a' :.(0 hiMil -Al- I f TRANSFORMER CABINET MOUNTED 3 C AND ONE FOR LOW VOLTAGE 1 , OVER JUNCTION BOX. WIRE, WITH MATCHING 3. WATER HEATER WILL BE A TANKLESS ,,,,,,,,,_ . F INISHED FLOOR •$..i a“,0 `adr-o 0 C. REFER TO SHEET E3 FOR JUNCTION BOX LOCATIONS AND j I 3 .../. Os CI '14 r•••■ .,..7 ElEm''' SNAP-ON COVER. POWERSTREAM MODEL RP1P, DUAL VOLTAGE, i'-7" ------- WIREWAY SURFACE MOUNTED vIIIIIIIIIIIIIIIIIIIIIIII . ‘111111111111111111111111111111P POWER CIRCUITS FOR WALL SIGNAGE. ELECTRICAL CONTRACTOR LA. ,.._..,6' FLEX. CONDUIT PROVIDED BY AUTOZONE. ELECTRICAL CONTRACTOR —OUT - IN , •• TO FACE OF STOREFRONT. ::8 X A-22 ipiTimw 8111 1.1k) NOTE 1 TO PROVIDE FINAL HOOKUP OF WATER HEATER. SHALL MAKE ALL FINAL CONNECTIONS FOR WALL SIGNAGE. I I ii CONDUIT MAY BE RUN UNDER SLAB. i.:.. 74) , -.1- EAS POST BY OWNER. \'\ 1 ;::i$ i:int €) X C-17 D. CONDUIT RUN OVERHEAD SHALL BE HELD A MINIMUM OF 1 NOTE: REFER TO POWER PLAN FOR LOCATIONS 8 cil) *a' • 1 . k NOTE 3 WATER HEATER IS MOUNTED ON THE WALL 18" 11 C A.F.F. 1/2" BELOW THE UNDERSIDE OF THE ROOF DECK IN tOi.-ii ...=e 1.; ---: ) COMPLIANCE WITH THE REQUIREMENTS OF THE NATIONAL 1 = 1.-0" EPS01 2:1° en 0 W 0 . T\......... EAS POST BY AUTOZONE. NOTE 4 IC NOTE 2 4. REFER TO DETAIL i/E4 FOR LOCATION OF ELECTRIC CODE. 7 1 RECEPTACLE DETAIL / SUPPLY FIXTURES iz..1 --4 P'• H IA I NOTE 2\ II / OUTLETS IN THE TELEPHONE AND ALARM CLOSET. E. REFER TO CIVIL DRAWINGS FOR PARKING LOT SITE LIGHT 4° N., <09,0 PROre 7;,. i \ -4 , LOCATIONS AND PYLON SIGN LOCATION. PARKING LOT SITE lo <,."- v\GINE-4- SS/0 NOTES: I Alik 5. CENTER LIGHT FIXTURE ON WALL AT 6'-8" LIGHTS TYPICALLY HAVE TWO 400W FIXTURES PER POLE AND 4 , cr 81,64/4:E3„.2 A.F.F. SHOULD BE WIRED TWO POLES PER CIRCUIT. FINAL 1. AUTOZONE'S EQUIPMENT INSTALLER WILL FURNISH & INSTALL ALL REQUIRED SECURITY ALARM EQUIPMENT INCLUDING FLOOR POSTS, C-15 (11)-\ OM M 4/ TRANSFORMER CABINET AND REMOTE ALARM SOUNDER AND COUNTER ABOVE THE DOOR. Alb CONNECTIONS FOR PYLON SIGN AND BUILDING WALLS SIGNS TO REFERENCE ONLY ' ...----- *9, OREGON `b N BE MADE BY ELECTRICAL CONTRACTOR. NOT APPROVED WITH THIS PERMIT 2. GENERAL CONTRACTOR TO INSTALL DUAL WIREWAY ON THE SURFACE OF THE STOREFRONT IN ROUTING AS INDICATED TO CONNECT ----__ F. REFER TO DETAIL 9 AND10/M1 FOR RTU CONVENIENCE OUTLET /Y/V F-ERG - FLOOR-MOUNTED EAS POSTS TO THE JUNCTION BOX ABOVE STOREFRONT. LOCATION. )(1.117ATION DATE 12/31/201q B-30 B-26 G. MOUNT JUNCTION BOX TIGHT TO FLOOR FOR DISPLAY BASE FLEX 3, GENERAL CONTRACTOR TO LEAVE SNAP-ON COVER OFF THE RACEWAY SO THAT AUTOZONE'S EQUIPMENT VENDOR CAN INSTALL LOW OUTLET. OUTLET ON FLEX TO BE INSTALLED HORIZONTALLY IN 03/25/10 VOLTAGE WIRING FOR THE REMOTE ALARM. FIXTURE BASE AFTER FIXTURES ARE SET IN PLACE. H. NO RECEPTACLE BRANCH CIRCUIT SHALL BE INSTALLED IN A MULTIWIRE BRANCH CIRCUIT CONFIGURATION. NEUTRAL 65VV2-R CONDUCTORS SHALL NOT BE SHARED BETWEEN DIFFERENT CIRCUITS. 1/8" = 1'-0" EANO 1WR 1/4" = V-0" EPP0165w2R 1/8" = V-0" EPNO 1 , — _ 2 ELECTRONIC SICLR TY DETAIL 3 RESTROOM POWER AND LIG -TING 6 ELECTRICAL \OTES E 1 1/2" CONDUIT TO :74" CENTER EXIT LIGHT ABOVE DOOR, BOTTOM OF LIGHT 9'-0" A.F.F. UNDERSIDE OF ROOF DECK I - r----- TURN OUT AT BAR JOIST. lir"---"'-----3/4" CONDUIT TO UNDERSIDE OF ROOF ( > ROLL UP DOOR ) DECK TURN OUT AT BAR JOIST CD c-N 4.5"w. X 1.5"d. X 24"I. BLOCK ) 0-1-..11-"-------1 4.' X 4' J-BOX W/SINGLE GANG ,_ OUT. REFER TO STRUCTURAL STRIKE \r-\ 1......1 PLASTER RING MOUNTED 6" ABOVE (_,-) DRAWINGS FOR DETAIL AND SIDE OF m ci_.- , (.7) DOOR FOR MOTION DETECTOR. -. BLOCK OUT LOCATION. DOOR. \, 4' X 4' J-BOX W/SINGLE GANG cp ,\ CD ) RECESS CONTACT 1/4" • ; -± PLASTER RING AND COVER AT 80" A.F.F. BELOW FINISHED FLOOR 54/- FOR FIRE ALARM HORN / STROBE. 1/2" CONDUIT Co ,/ 4' X 4' J-BOX W/SINGLE GANG PLASTER -z1- RING AND COVER AT 48" A.F.F. FOR PULL 2"X4" J-BOX WI , , COVER 8" A.F.F. y STATION. zi REFER TO FLOOR PLAN FOR LOCATION I ' FINISHED FLOOR _ OF MAN DOORS. THIS ARRANGEMENT IS -szt- LI--) (.0 li \ a: 1/4" = 1'-.0" FINISHED FLOOR _-_=----_-- _----_' - EASO1 1/4" = 1'-0" REQUIRED AT EACH MAN DOOR. EAS02 ' \ 4' t„ - 6 OVERHEAD DOOR ALARM REQS. 7 TYPICAL VA\ DOOR ..,-. , / D c I ) ----7 .r--- A. LABEL ALL CIRCUITS ON J-BOXES AND ALL OUTLETS WITH MULTIPLE CIRCUITS. a c: I 4 = \, B. ALL WIRING ON FLOOR UNDER COUNTERS SHALL BE IN 3/8” FLEXIBLE CONDUIT. INSTALL POWER POLE FOR TESTER AGAINST FIXTURE UPRIGHT, 1 6'-0" , , C. RUN ALL CONDUIT AND CABLES UNDER AND NOT THROUGH SHELF SUPPORTS. i ANCI-OR TO ROOF DECK, AND STRAP POLE TO FIXTURE. / / D. DO NOT PERMANENTLY ATTACH OUTLET BOXES OR FLEX CONDUIT TO FLOOR. OUTLETS IN POWER POLE SHOULD FACE TESTER NOT THE 1 0'-7" B - 20, 24 lir E. MOUNT OUTLETS IN KICKPLATES AFTER OWNER'S FIXTURES HAVE BEEN INSTALLED. F. INSTALL JUNCTION BOX AT LOCATIONS SHOWN FOR POWER. INSTALL AUTOZONE FURNISHED FLEXIBLE QUICK CONNECTORS TO k___ , AISLE. ''' \ I (--- EACH BOX INDICATED POWER POLE SCHEDULE. cn \\ ._ 410 4212- 4) G. AUTOZONE'S CONTRACTOR CROSSCOM WILL INSTALL CAT. 5 CABLE FOR DATA AND PHONE LINES. IN ADDITION TO TAGGING THE .■-- C) 3 -IL . • -- ENDS OF ALL CABLES, CROSSCOM WILL CRIMP THE ENDS OF ALL CABLES WITH A 8 PIN RJ-45 CONNECTOR. H. ALL CIRCUITS OVER 100 FEET IN LENGTH SHALL BE RUN WITH #10 AWG. > 46'-3" C — 11 Lii — ,. , I. PROVIDE 2 PULL WIRES IN ALL EMPTY CONDUITS. 1 - ("NI hr) U) I • 0 --0) J. LOCATE ALL POWER POLES AFTER FIXTURES ARE IN PLACE. z Z C - 9 k , I fie,_bmei I 1/8" = 1'-0" EUPNO1 < Il * • - .6°-- In —J -f- — -c) 8 GE:\ ERAL WIRI \G A\ D POWER NOTES CL I ,---- 3 I a OFFICE AREA POWER POLE - ALL CIRCUITS ARE HARD WIRED TO POLE FROM JUNCTION BOX WITH FLEXIBLE CONDUIT. _ - -(..0 1.,.,. N. `4, 'c CO 1.... 1 o'- . 7' 1 (D ,->-; CHECKOUT COUNTER POWER POLE WITH TWO DUPLEX OUTLETS PRE-WIRED ON POLE FOR CONNECTION TO INDIVIDUAL CIRCUITS IN Cs1 Cf.■' AUTOZONE FURNISH QUICK CONNECTOR. C\1 < CENTERLINE OF BUILDING AS *IVO I I-- rel MEASURED FROM THE FACE OF 11 sif -,1- 0 PARTS POD POWER POLE WITH ONE DUPLEX OUTLET PRE-WIRED ON POLE FOR CONNECTION TO AUTOZONE FURNISH QUICK FINISHED WALL TO THE FACE OF 1 ..^(N CONNECTOR. a FINISHED WALL. (3 C- 7 I -(7) - a TEST STATION POWER POLE WITH ONE SIMPLEX OUTLET AND ONE DUPLEX OUTLET PRE-WIRED ON POLE FOR CONNECTION TO INDIVIDUAL CIRCUITS IN AUTOZONE FURNISHED QUICK CONNECTOR. ATTACH TOP OF POWER POLE TO ROOF DECK AND STRAP POLE :..- -- - ) TO THE FACE OF THE FIXTURE UPRIGHT. BOTTOM OF POLE SHOULD BE A MINIMUM OF 30" ABOVE FLOOR AND OUTLETS SHOULD rt < co , 7t. I I g 7-- -- FACE THE TEST STATION. 0 Ct 8 0 CAMERA SYSTEMS POWER POLE TO BE LOCATED ADJACENT TO POWER POLE #1 . POLE TO HAVE TWO 10 FOOT LONG,1/2" WHIPS III cNI C— 1 ---- _....1140.„-1 B - 32 41-11b, --1.ir WITH PULL WIRE. DO NOT PLACE ANY OTHER WIRE IN POLE. C ) 1 - C NOTE: ALL POWER POLES WILL BE FURNISHED BY AUTOZONE AND WILL BE STANDARD LENGTH AND MUST BE TRIMMED TO FIT IN THE FIELD. 0 ( 2 roll B -30 1/8- = 1'-0" EPPLO1 6 CI) z u_ CI. . ,al 9 POWER POLE LEGEND 2 0 ....... 1O'-7" ilL ----- ) 0 < i-- IT u) EL }-"L 18'-3" 1. CONNECT THE APPROPRIATE OWNER FURNISHED PREWIRED FEMALE FLEXIBLE QUICK CONNECTOR TO THE CIRCUIT(S) IN THE a) D 5) JUNCTION BOX SERVING EACH OF THE PODS. FOR MAILED WIRING INSTRUCTION, SEE ADDITIONAL INFORMATION IN WIRING DIAGRAMS ON THIS SHEET. COIL UP THE FLEXIBLE CONDUIT AND WIRE TIE TO THE CLOSEST BAR JOIST. C cf) a a N gai d ce Z 0 ilisa 0 O< 0 1141 il 2. POSITION NON-POD POWER POLES AFTER FIXTURES ARE IN PLACE, ANCHOR ALL POLES PER MANUFACTURER'S INSTRUCTIONS. = co .= r % MAKE FINAL CONNECTIONS THROUGH FLEX CONDUIT TO JUNCTION BOXES AT ROOF DECK. POWER POLES FOR THE PODS WILL < 1/4.1 COME WITH A MALE QUICK CONNECTOR AND WILL BE PLUGGED IN BY OWNER. 1-4-; c.) 3. AT THE BOTTOM OF THE OFFICE POWER POLE MAKE 1" FLEX CONNECTIONS TO JUNCTION BOXES AND FROM THE JUNCTION BOX in -1-4 t--- MAKE CONNECTIONS USING 3/8" FLEX TO EACH OF THE DEVICES. oo g ,--4 r. \O 8 1 .,..0 ,-.4 m 0 4 1/8" = 1'-0" 1/8" = 1'-0" EPPNO1 ,••■ .4-1 00 POWER POLE & JU \ CTIO \ BOX LOCATIO \S 10 POWER POLE NOTES ::::11.4:119:71iy---1.,?:t6:::41164(71GrN'tNfriila°:NLI.E1I°,4-41111::‘,104-141.15:C"):511:ut°°24.78:1. Junction Box 'ill;:11a ' ' ' ' '"'''' CKT 1 Junction Box Junction Box . f illi i:Ilk " CKT 1 r.'"C\11 0 kir) C KT 2 \ CKT 1 CKT 2 ' \ gi c12 Drop Cable / DC 120 F U 01 2N Drop Cable Circuit Distributor DC 120 F U 01 2N I- PIAI / CD 120 F U 11 2N Drop Cable Circuit Distributor I DC 120 D U 01 CD 120 F U 11 2N 1 — —II 4111 :.")Cis:) "I" /1"N bi) Circuit Distributor •'":'%;,':R). CD 120 D U 11 . !Lowe- ,'.;. M RUN CIRCUITS . ___II Iglig ,.;:,i:,•;.;. ,, '''-7•J r---- WIRING INSTRUCTIONS IN 3/8" FLEX , POWER WIRING INSTRUCTIONS IL irl al FROM J BOX 44— .010 FEED \ POWER POLE #2 1, C10 POWER NTRL 2 CRY NTRL 2 WIRING INSTRUCTIONS FEED NTRL 1 WHT NTPL 1 POWER NTRL 2 CRY NTRL 2 GND GRN GND HOT 1 BLK HOT I FEED FROM NTRL 1 WHT NTRL 1 GND GRN GND C6 HOT 2 RE I HOT 2 PANEL "C" HOT 1 ; K OT 1 klrel. B30 -\ NOTE: HOT 2 RED HOT 2 120V co NOTE: hi/111 \ I 1 ' I/ •\<C, . %',(N HOT 2 & NTRL 2 10 BE WIRED TO THE 'C*PANEL NWT WHT NTRL HOT 2 & NTRL 2 TO BE WIRED TO THE \ \ I NTRL HOT 1 & NTRL 1 TO BE WIRED TO THE "P 1. -13-PANEL CIRCUIT 8-20 13.PANEL CIRCUIT \ GND . \\\ c 81264Pc 1.-- BLK HOT HOT 1 & NTRL 1 TO BE WIRED TO THE HOT \\\ i 41. C4 *13'PANEL CIRCUIT B-24 • 1st Circuit HOT 1 . k \\‘ REFERENCE ONLY ' A) 1,Cizro. 5-20R NTRL 1 6!) 1st Circuit HOT 1 - - --- PIM' ------- POWER POLE 1 *.9., OREGON ''b NOTES: c Memo ?3-Rz NTRL 1 WA NOT APPROVED WITH MS PERMIT 1. POWER POLE COMPLETE WITH 1st Circuit NOTES: NOTES: ib 2nd Circuit HOT 2 iff-i HOT Ai FERGu' / NTRL 1. POWER POLE COMPLETE WITH 0, 411 r2gn:TIOCir5c-IIOR tH451?;22 1. POWER POLE COMPLETE WITH Nema LFTOER NTRL 2 DUPLEX ‘Ct‘r1110.URNNIISHDERDOPWITH i - ' Nema 5-20R DUPLEX OUTLETS AND DROP cotor: BROWN DUPLEX OUTLETS AND DROP EXFIRADON ME:12/31/Z010 mlim■ FIXTURES AND INSTALLED BY Color: WHITE CABLE WHIPS FURNISHED WITH The Simplex Outlet is For The Tester CABLE WHIPS FURNISHED WITH POWER POLE #5 OTHERS. FIXTURES AND INSTALLED BY ---- FIXTURES AND INSTALLED BY J BOX ON WALL 2. CIRCUIT DISTRIBUTOR WHIPS OTHERS. OTHERS. AT FLOOR LINE 03/25/10 FURNISHED BY AUTOZONE AND 2. CIRCUIT DISTRIBUTOR WHIPS 2. CIRCUIT DISTRIBUTOR WHIPS INSTALLED BY GENERAL FURNISHED BY AUTOZONE AND FURNISHED BY AUTOZONE AND CONTRACTOR AT ROOF DECK INSTALLED BY GENERAL INSTALLED BY GENERAL 65W2-R JUNCTION BOX. CONTRACTOR AT ROOF DECK CONTRACTOR AT ROOF DECK JUNCTION BOX. JUNCTION BOX. 1/8" = r-0" EPPO2 1/8" = 1'-O" EPPO1 1/8" = 1'-0" EPPO3 1/8" = V-0" EPP0465w2R 2 , C- EIC< OUT POWER POE- #2 3 PARTS POD POWER POLE #3 4 TISTIR POWER POLE #4 5 OFFICE AREA POWER PLA\ E .2 t , ' ' INDICATES NIGHT LIGHT CIRCUIT t�., FIXTURE TYPE REFER TO PANEL SCHEDULE 's = , A P � A- 28 ro--,Th I O , INDICATES BRANCH CIRCUITING REFTER TO PANEL A Ali # _ SEE SHEET E5 FOR CONNECT TO CIRCUIT SCHEDULE LONG = NEUTRAL; SHORT = PHASE NT ELECTRICAL PANELS. ` 1 ~``\ LIGHTING FIXTURE CIRCUIT NIGHT LIGHTING :4 L '6 r d- Ln CO o p F H G G H G H G �� • i C�3 3 3 3 i 2 LIG —TIRG CIRCJT SYMBOLS A- 13 -�- 4 imp 1 . ALL WALL SIGNS WILL BE CONNECTED TO HOME RUN CIRCUITRY INSIDE THE BUILDING. THE DETAIL SIGN p aI ,/ DRAWINGS WILL INDICATE WHERE THE EXTERIOR WALL PENETRATIONS WILL OCCUR. CONNECT TO J-BOXES ` —d ��•�_ LOCATED ON THIS SHEET WHICH SHALL BE POSITIONED TO BE EQUI-DISTANT Q FROM THE ENDS OF THE A A A A A ACTUAL SIGN. i. a -moo I o t o a I �. ') Ii .4 3 4 3 3 2. IF THE SIGN IS MADE UP OF CHANNEL LETTERS, THEN INSTALL A SECOND J-BOX IN I C. 3 THE LOCATION PRESCRIBED BY THE DETAIL SIGN DRAWINGS. CONNECT TO CIRCUIT A-12. 4 Aa6 A° 5 Ao6 ,A9 A. 7 6j'—i� ' cn c H 3. INSTALL SIGN PER THE DETAIL SIGN DRAWING REQUIREMENTS AND MAKE ALL FINAL ELECTRICAL CONNECTIONS. O .....•..i.t•.—..•--...>>r� (� N t�'7 :5 - _ - - 3 3 111, 4. IF SIGNS ARE REQUIRED ON T-E SIDE OR REAR WALLS OF THE BUILDING ALL NOTES ABOVE ARE APPLICABLE. c c c Al L G G SIGN WIRING WILL BE EXTENDED THROUGH WALL TO CONNECT TO SIGN. UTILIZE CIRCUITS A-14 &16. c� r) Ltd A. 5 A. 6 A. 5 A,. 6 A. 5 8 j 7 A. 8 3 3 ;" 5. WHERE NIPPLE PASSES THROUGH THE EXTERIOR WALL INSURE THE PENETRATION IS WATERTIGI-T. - - - - - 16..G uimlu.m..mur_;t-_-.._ .nm■rr■IIIIIIIIIIIIIIIIIIIIIIIMIIMIIIIIIIIIII•1111 G a 1/8" = 1'_0" ENNO1 Ao6 A . 5 Aa6 A ., " £ . 6 A ,� 7 A „ 8 A . 7 iI" 3 SIGNAGE GEI\ ERAL R011S G -- cU U) 1 r SYMBOL DESCRIPTION SUPPLIED LAMPS VIOLATING G c cv I. A. 5 A. 6 A. 5 A,, 6 A. 5 A 8 j 7 A. 8 .�.,.._,�_�...�.��_.�.��_.. 2 - 59 WATT T-8 N. 1 A 8' FLUORESCENT STRIP 95 AUTOZONE SEE PLAN FOR LOCATIONS 0) Lii EN WATTS INPUT WATT MISER PLUS - , G H L A- 13 .�,� ...............�..��..,. • \ NOT USED 1 A. 6 A. 5 Ao 6 A A. 5 A. 8 Al 7 A• 8 A. 7• Ao 8 A puI_ _5{; / ,_��.. A- 14 4' FLUORESCENT STRIP WALL AUTOZONE - SURFACE MOUNTED © 6'-8" 0 IX Z D _ _ _ _ _ I LIGHT - BATH 1 28 WATT T-8 A.F.F. CENTER ON WALL co 0. METAL HALIDE MOUNT TOP OF FIXTURE AT THE SAME CO I RD I ; - D WALL PACK AUTOZONE 150 WATT ELEVATION AS TOP OF THE STOREFRONT C j Z A•,�1E A0 6 A. 5 A- 6 A0 7 A A• AQ _ 7 8 I .. A-2 INN 0 Q In ,0 7 A „ 1 V A EMERGENCY LIGHT W/ INCLUDED WITH MOUNTED TO BOTTOM OF BAR cis — - - - BATTERY BACKUP AUTOZONE FIXTURE Z V- F 1 '—5» '�'' E JOIST OR UNISTRUT 2 5 It ___- ____- - --__H EXIT SIGN WITH BATTERY INCLUDED WITH SEE PLAN FOR LOCATIONS AND 0 < (.9 1� im �� BOX FOR WALL SIG\AG= BACKUP FOR REMOTE EXT. AUTOZONE FIXTURE MOUNTING INFORMATION C/) 0- Z J-BOX FOR WALL SIGNAGE J '� [MERCY. HEAD — >? - A SEE GENERAL SIC\ NOTES A 13 8 -4 '1 E GENERAL SIGN NOTES A- 13 8 -2 G 1 - 59 WATT T-8 u� a I- / a 8' FLUORESCENT STRIP 95 AUTOZONE WATT MISER PLUS SEE PLAN FOR LOCATIONS O ' / WAI I S INPUT INSTALL REFLECTOR THIS FIXTURE N ') 8'-2" — 0 0 <C 0 NOTE: DIN ENSION S TO LIGHT FIXTURES ARE FROM FACE OF , H 8' FLUORESCENT STRIP AUTOZONE 1 59 WATT T-8 SEE PLAN FOR LOCATIONS C,; 0 _ CONCRETE PLUG-IN SLAVE UNIT WATT MISER PLUS INSTALL REFLECTOR THIS FIXTURE < J C ETE BLOCK �,■� EMERGENCY LIGHT W/ AUTOZONE INCLUDED WITH BASE UNIT INSIDE W/ REMOTE HEAD 4-; J BATTERY BACKUP FIXTURE MOUNTED OUTSIDE ABOVE DOOR U cd J-BOX HORIZONTAL BOTTOM OF N MOTION SENSOR AUTOZONE JOIST OR UNISTRUT n O __ . o EXIT SIGN WITH INCLUDED WITH MOUNTED TO BOTTOM OF BAR ' 0 4 1/8„ = 1'-o � � BATTERY BACKUP AUTOZONE FIXTURE JOIST OR UNIST RUT D o0 LI G —TI N G PLAN 1/8" = 1'-0" ELCO1W Q ,� o0 4 LIG TIRG SCHIDJLI t--- 5 Lr) d- 7:4:1 TO JUNCTION BOX A. ALL DIMENSIONS ARE FROM FACE OF CONCRETE BLOCK W • • ,,_..'IE WALLS AND TO THE CENTERS OR ENDS OF LIGHT FIXTURES. �--+ FLEX CONDUIT ATTACHED TO UNISTRUT AT REAR OF LIGHT RUN N �+ "VVV:.7 B. INSTALL STANDARD SWITCH IN BATHROOMS TO CONTROL 0 v^) w E ATTACH UNISTRUT W/STEEL WASHER & 3/8" ALL THREAD ROD THRU JOIST CHORD LIGHT / FAN. N NCa .� C. RUN ALL CONDUIT TIGHT TO DECK EITHER PARALLEL OR t•- * t,,,,,, "7-"' PERPENDICULAR TO DECK RIBS. USE FLEX CONDUIT FROM ›., 0 0 ,��, J-BOX TO TO LIGHT FIXTURE. = 0 ._. ,a�mi STRIP FLUORESCENT FIXTURE, ATTACH LIGHT FIXTURE TO UNISTRUT NNN, '•: --�/W 3 8" BOLT THRU KNOCKOUT SECURE W/ WASHER Sc LOCKNUT NO INTERIOR LIGHTING BRANCH CIRCUIT SHALL BE �3 - INSTALLED IN A MULTIWIRE BRANCH CIRCUIT A ii... ,-,..., th ?I) CONFIGURATION. NEUTRAL CONDUCTORS SHALL NOT BE �'[G GALVANIZED UNISTRUT TO BE 14 GAGE, � " x 1 $" HALF SLOT CHANNEL MOUNTED TIGHT TO „ r`' '' BOTTOM OF AND PERPENDICULAR TO THE JOISTS. WHERE LIGHT FIXTURE ARE ANGLED TO JOISTS SHARED BETWEEN DIFFERENT CIRCUITS. OR HUNG BETWEEN JOISTS RUN UNISTRUT PERPENDICULAR TO LIGHTS.. E. INSTALL 8'-O" LONG FLUORESCENT FIXTURES TO THE 4) • • 1/8" = 1'-0" _ ELSO1 BOTTOM OF JOISTS, EITHER CENTERED ON JOIST BOTTOM OR M C� W Q 5 FLUORISCI\I M 3ITAIL L XIRIBEIWEE J PERPENDICULAR ACROSS MULTIPLE JOISTS. WHERE LIGHT w [-.� : FIXTURES ARE TO BE PLACED AT AN ANGLE TO THE JOISTS OR ARE TO BE LOCATED BETWEEN JOISTS, ATTACH FIXTURE �\�� CEO PRO fiF TO CONTINUOUS RUNS OF GALVANIZED UNISTRUT WHICH ( \� ,f-,��'�NG1N�E�sib TO JUNCTION BOX HAVE BEEN SECURLY ANCHORED TO THE JOISTS. <A, ?� 812 -4P FLEX CONDUIT RUN THRU JOIST CHORD AT REAR OF LIGHT RUN F. EXIT AND EMERGENCY LIGHTS NOT MOUNTED ON WALLS OR 4/(7? JOISTS SHALL BE MOUNTED ON UNISTRUT BETWEEN JOISTS. 4- OREGON `b ATTACH FIXTURE WITH STEEL WASHER, 3/8" ALL THREAD ROD AND REFERENCE ONLY '14)c, 2°.� J LOCKNUTS, THRU CENTER OF BOTTOM JOIST CHORD G. FRONT DOOR EXIT SIGN: SURFACE MOUNT ON WALL 12'-2" NOT APPROVED WITH THIS ay�Fo A.F.F. TO BOTTOM OF FIXTURE MAN DOOR EXIT SIGN: ERA -- BOTTOM CHORD OF BAR JOIST SURFACE MOUNT ON WALL 9'-O" A.F.F. TO BOTTOM OF pcPIRAT0N DATE 12/31/201 tt — FIXTURE. ALL OTHER EXIT SIGNS: MOUNT FIXTURE TO . BOTTOM OF JOIST. 03/25/1 t� LOCKNUT & WASHER H. ALL NON-SWITCHED LIGHTING CIRCUITS TO BE CONTROLLED BY STRIP FLUORESCENT FIXTURE AUTOMATIC LIGHTING CONTROL PANEL. SEE LIGHTING CONTROL 5 -R NOTE: SPACING OF FIXTURE SUPPORTS ARE TO BE IN ACCORDANCE WITH THE DIAGRAM FOR DETAILS AND REQUIREMENTS. CURRENT EDITION OF N.E.C. 1/8" = 1'-0" ELSO2 1/8" = 1'-0" ELNO1 E . 3 6 1 -LLORISCINT MOL, RTI \ G DETAIL FIXTURE AT JOIST 7 LIC —TIRC NOTES , , VOLTS: 120/208 V. 65w2 PANEL - A MOUNTED: FLUSH , - ,c_23 PHASE: 30 BUSSING: 225 AMPS (c--)--,, 1 " EMPTY CONDUIT AND J-BOX TURN WIRE: 4W LIGHTING FEEDER: 200 AMPS I VENSTAR DATA CONCENTRATOR OUT CONDUIT AT DECK. PROVIDE PULL MAIN LUGS ONLY AIC RATING: 10,000 AIC ' f , . QE 2" EMPTY CONDUIT WITH PULL WIRE, TURN WIRE FOR EACH CONDUIT. BY c,,-,_ OUT AT ROOF DECK. TERVINATE ALL ELECTIRCAL CONTRACTOR). PROVIDE 90 LOAD A B C BKR CK CK BKR A B C LOAD , ) CONDUITS FOR VENSTAR & TELEPHONE DEGREE FLEX CONDUIT COUPLING ON FLUORESCENT LIGHTS 1330 20/1 1 2 20/1 1914 FRONT WALL SIGN ; @ RUNS FROM THE FRONT OF THE STORE IN J-BOX COVER. FLUORESCENT LIGHTS 1330 3 4 380 FLUORESCENT LIGHTS T-IS AREA FLUORESCENT LIGHTS 1330 5 6 1330 FLUORESCENT LIGHTS / FULL WIDTH OF WALL .1, FLUORESCENT LIGHTS 1045 7 8 950 FLUORESCENT LIGHTS 4, EXIT / EMERGENCY LIGHTS 270 9 10 0 0 EXTERIOR SOFFIT LIGHTS "A LS E 66 BLOCK BY OWNER PHONE AUTOMATIC LIG-TING CONTROL ALARM SPACE ---- 11 12 ---- SPACE CONTRACTOR. 9 1/2" 1'-2 1/2" 14" INTERFACE MODULE. / t I' t EXTERIOR BUILDING LIGHTS 1470 20/1 13 14 20/1 1344 SIDE WALL SIGN - L.C") LO Li I I All 11:8 iL I : -: - - - - --1 SITE LIGHTS 910 20/2 15 16 1344 SIDE WALL SIGN • . 910 17 18 1224 PYLON SIGN 66 BLOCK BY ALARM PHONE CONTRACTOR. r -1 111 --,..ct SITE LIGHTS 910 19 20 ----- SPACE CONNECT TO TELCO R121X WITH AMP-IENOL I moo 910 21 22 20/1 472 RESTROOM LIGHTS/FAN CONNECTOR. .- rh LI MIIimmilliiiiiiiii.........._.__ 7:: r-1---1 I DUPLEX RECEPTACLES FOR ALARM SPACE ---- 23 24 20/2 910 SITE LIGHTS I Alarm • TRANSFORMERS. (CKT. C-15) SPACE ---- 25 26 910 I 8 I- control R121X BLOCK BY LOCAL PHONE ■11/4 i I panel I WATER HEATER 3550 35/2 27 28 910 SITE LIGHTS cn CO. 4- 3550 I 29 30 910 .1 LIGHTING TOTAL 4755 3420 2240 5118 3106 4374 LIGHTING TOTAL -.• _. . Aux oo POWER TOTAL 0 3550 3550 0 0 0 POWER TOTAL 4:C ..0-, - - - -.--- power 1 DUPLEX RECEPTACLE FOR P-ONE ' iiiiik. PANEL TOTAL 4755 6970 5790 5118 3106 4374 PANEL TOTAL (/) . POWER. (CKT. C-17) .........._ A 9x9 ..--- W Eg NOTES: Di 0 oca kt■ AO LIGHTING 9873 x 1 .25 12341 +POWER 0 TOTAL 12341 /120 = 103 A 7j '- a' E Olone. co. ALARM CONTROL BOX AND AUXILIARY BO LIGHTING 6526 x 1 .25 8158 +POWER 3550 TOTAL 11708 /120 = 98 A LI- cp cr cr 0 / equip. POWER BY ALARM CONTRACTOR. FLEX CO LIGHTING 6614 x 1 .25 8268 +POWER 3550 TOTAL 1 /120 = 98 A 3/4" FIRETREATED CD PLYWOOD ENTIRE . --,,' / this space. (_ WALL owner's CONDUIT BY ALARM CONTRACTOR. ,---- c- i N ) Z , < I p ore -..:1-- e•. ip. VOLTS: 120/208 V. 65w2 PANEL - B MOUNTED: FLUSH (1) , DUPLEX RECEPTACLE FOR LANDSCAPE hi- PHASE: 30 BUSSING: 225 AMPS CONTROL (CKT. B-28) pac: WIRE: 4W POWER FEEDER: 200 AMPS 2 IIMA.,, MAIN LLGS ONLY AIC RATING: 10,000 AIC P.V.C. PHONE SERVICE ENTRANCE STUB UP P4f4 cY) 8". SEE CIVIL DRAWINGS FOR CONDUIT SIZE. r-- __I (0 _____ LOAD A B C BKR CK CK BKR A B C LOAD C\I 0 CNI RTU-1 4584 45/3 1 2 45/3 4584 RTU-2 7.5 ton 4584 3 4 4584 7.5 ton 0) 0. ------------------"-----------------'----- GROUND ROD FOR PHONE/ALARM EQUIP. 4584 5 6 4584 3/4" CONDUIT STUB OUT FOR _ANDSCAPE SPACE ---- 7 8 ---- SPACE CONTROLS 10 1/4" 1'-8 5/8" Al IACH 6' #6 GROUND WIRE AS SOON AS ---- 9 10 ---- ALARM/P-ONE CLOSET IS IN RACE. 12 Et Z ---- 11 ---- NOTE: MOUNT ALL DUPLEX OUTLETS IN SHALLOW RTU & EXT. RECEPT. 540 20/1 13 14 ---- 0 ......1 2" X 4" HANDY BOXES. BATTERY CHARGER 1487 15 16 ---- C0 1 BATTERY CHARGER 1487 17 18 ---- L() 5 v- it..- BA I I ERY CHARGER 1487 19 20 20/1 1500 H.P. MINI-TUNE CO 1 ......... BATTERY CHARGER 1487 0 21 22 ---- SPARE 0 5/8" = 1'-o" ci-O" EXSOi BATTERY CHARGER 1487 23 24 800 TESTER ACCESSORIES Z ii 1 ALARM / P - OVE BOAR3 REQL, REV :I- NTS ALC PANEL SPARE 480 25 26 ---- 27 28 360 360 DRINKING FOUNTAIN LANDSCAPE CONTROL 22 0 < BREAK ROOM REFRIG. 1500 29 30 900 GEN. RECEPT. (SALES) 0 < Q EXT. RECPT. FRONT 180 31 32 1380 DRINK MACHINE 4.'(.0 CL CO SPACE ---- 33 34 ---- SPACE 0 -i ----- 35 36 ---- C f) C) LI 0 ---- 37 38 ------ , N iii0 z ---- 39 40 ---- 0 0 < 4...0 gcti 0 < ---- 41 42 ---- M tv) LIGHTING TOTAL 0 0 0 0 0 0 LIGHTING TOTAL < T"'" 17"" °- POWER TOTAL 7271 8558 9058 7824 5944 6284 POWER TOTAL PANEL TOTAL 7271 8558 9058 7824 5944 6284 PANEL TOTAL NOTES: 0 INSERT 20 AMP HIGH MAGNETIC BREAKER AO LIGHTING 0 x 1 .25 0 +POWER 15095 TOTAL 15095 /120 = 126 A " 4-4 N OUTSIDE INSIDE IN CIRCUIT B-20. BREAKER WILL COME 00 0 WITH A YELLOW STICKER TO BE LEFT IN 80 LIGHTING 0 x 1 .25 0 +POWER 14502 TOTAL 14502 /120 = 121 A ii.--4 r.CR 8 PLACE. CO LIGHTING 0 x 1 .25 0 +POWER 1 5342 TOTAL 15342 /120 = 128 A 1 %..., 2 PARALLEL RUNS OF 4-250 (fl 0 4 ,c), 00 MCM IN 2 1/2" CONDUIT. VOLTS: 120/208 V. 65w2 PANEL - C MOUNTED: FLUSH Ci7N .1'4 °I) El R 2:1 4-#3 THWN, 1-#8(C), 1 1/4"c. PHASE: 30 BUSSING: 100 AMPS C.T. ENCLOSURE PER POWER .,...■ 0 CO. REQUIREMENTS (NEMA 3R) WIRE: 4W ELECTRONICS FEEDER: 100 AMPS 1.4 L-4-#3/0 THWN, 1-#4(G), 2"C. MAIN LUGS ONLY AIC RATING: 10,000 AIC 0-1 cnr...._ c6 - ,eg 0 kr) METER & BASE PER POWER CO. [---- 4-#3/0 THWN, 1-#4(G), 2"C. LOAD A B C BKR CK CK BKR A B C LOAD 0 CK. OUT REG. & PRN 1920 20/1 1 2 20/1 ---- SPARE ' 4:1) r.Cl.r..' c\I cil 0 , REQUIREMENTS (NEMA 3R) SPARE ---- 3 4 1920 OFFICE TRAINING 44 k - Tr-,4 -4a1 r:4 Panel Panel Panel CC MONITOR 300 5 6 1920 OFFICE IT EQUIPMENT >i, cn .--4 0 0 a) et I 0 cd PAD MOUNTED TRANSFORMER C.T. - "A" "B" "C" POD #1 1920 7 8 928 EAS POST & ALARM - CA 1-•■•4 ?"."14 800 800 11 12 (WHERE REQUIRED.) n POD #2 9 10 1820 OFFICE UPS > g M ct3 4 ct °? 414 (L) 0 J J Wi eway POD #3 SPACE ---- , 13 14 ---- 1820 COMMERCIAL SPACE g I I i ALARM 720 , 20/1 15 16 ---- i..; (i) cAIN ILI PVC CONDUIT AS / 64 -T I TEL. CO. 720 17 18 -<g C\,1 gt L. i ---- SPACE ---- 19 20 ---- T\ 21 22 ---- DESIGNATED BY LOCAL ---- 23 24 -- UTILITY CO. #1/0 UFER GROUND, BOND ELECTRICAL CONTACTOR TO FURNISH LIGHTING TOTAL ---- ---- ---- ---- ---- ---- LIGHTING TOTAL vl TO GROUND ROD, FOOTING AND INSTALL CONDUIT FOR PHONE POWER TOTAL 3840 1 520 1 820 928 3740 3740 POWER TOTAL QY ,c;x"c,\AG 1 N E-4--i,s'is* 2 PARALLEL RUNS OF 4-250 STEEL, WATER PIPE PER SERVICE ENTRANCE. COORDINATE c.1 MCM IN 2 1/2" CONDUIT. LOCAL REQUIREMENTS, INSTALL W/LOCAL PHONE COMPANY. NO PANEL TOTAL 3840 1520 1820 928 3740 3740 PANEL TOTAL 4‘, ck- 81 2,. V., IN CONDUIT FOR PHYSICAL EXPOSED PHONE LINES PERMITTED / (i/ PROTECTION. ON PROPERTY. AO LIGHTING 0 x 1 .25 0 +POWER 4768 TOTAL 4768 /120 = 39.7 A REFERENCE ONLY ' *5,,:OREGON cp 100/3 FUSED SWITCH FUSED AT 70A. 80 LIGHTING 0 x 1 .25 0 +POWER 5260 TOTAL 5260 /120 = 43.8 A NOT APPROVED WITH THIS PERMIT "v FERGui) FUSES FURNISHED BY OWNER. 200/3 FUSED SWITCH FUSED AT CO LIGHTING 0 x 1 .25 0 +POWER 5560 TOTAL 5560 /1 20 = 46.3 A tEXPRMIGN OME:12/31/2010 I 125A. FUSES FURNISHED BY OWNER. 03/25/10 200/3 FUSED SWITCH FUSED AT 200A. FUSES FURNISHED BY OWNER. TOTAL LOAD AO= PANEL "A" 103 A + PANEL "B" 126 A + PANEL "C" 39.7 A, TOTAL = 269 A LOAD 65W2-R TOTAL LOAD BO= PANEL "A" 98 A + PANEL "B" 121 A + PANEL "C" 43.8 A, TOTAL = 263 A TABULATION TOTAL LOAD CO= PANEL "A" 98 A + PANEL "B" 128 A + PANEL "C" 46.3 A, TOTAL = 272 A 3/32" = V-0" EXDOI SERVICE LARGEST PHASE = 272 + 25% OF LARGEST MOTOR (.25 x 20.5A = 5.1A) = 277.1 A i_4 2 SC - IVATIC ONE _ Ni - ELIC-RICAL SERVICE SIZE 1 LIGHT 1 - SENSOR i) SAIIILITE CABLE cD UNIT 1 UNIT 2 7j-4" 1 F--- TO ALARM INTERFACE MODULE. _1- / / CD TO OUTSIDE LIGHT WEATHERHEAD MOUNTED TO 1 PHONE CLOSET SENSOR 4��: ALC PANEL (19.5"W. X -- 1/2" I.D. GALVANIZED STEEL PIPE. 6IY, SURVEYOr —T-STAT #1 � TO PUSHBUTTON IN 3►, �:, 12" 23.5"H. X 8.0"D.) 6 MANAGER'S OFFICE. 2g �� SEMI RECESSED, CONNECT TO MOTION SENSOR TO CIRCUIT B-25. 0 0 WEATHERPROOF -STAY #2 Lotoo� I J-BOX SECURED ,t- Lc) c, „ „THERMOSTATS . PANEL "A" (20"w. X 32 H. X TO PIPE. FACE ALC PANEL (19.5 W. Panel - :2 cc c.c �- *� >� ,� BOX NORTH. 23.5"H. X 8.0"D.) A \ kr 5.75"D.) MOUNT PANEL B .d- co I \ AT SAME HEIGHT. SEMI-RECESSED, CONNECT I ,4 , LCP TO CIRCUIT B-25. TO WALL & PYLON SIGNS :• Panel co oo OUTSIDE LIGHT COAX CABLE NOTES: CAT. 5 DATA CABLE " " �, o4` SENSOR. 1. VENSTAR / CARRIER HELP DESK 877-866-7991. G Panel Panel MUST FACE IF Electronics „A„ NORTH. CABLE TO ALC O "B» /CRAY 2. REFER TO SHEET E-6 FOR DETAILS ON WIRING AND MOTION SENSOR Lighting " •" CONNECTIONS TO EACH PIECE OF EQUIPMENT. Power R MIN. De LiJ `Di 1 2" GYPSUM BOARD '� 12" w TO SITE AND BUILDING LIGHTS ;-, / BOOT FLASHING 3. CAT 5 DATA CABLE CONNECTING THE SURVEYOR UNIT c, = MOUNTED ON 3-5/8 ``.,,,,� 12 THROUGH THE MANAGER'S POWER POLE TO THE 8 PORT u_ ° g,,/ STUD WALL �, MIN. c) 6 YAT HUB TO BE INSTALLED BY AUTOZONE VENDOR. �„ \ BOTTOM M ROOF �:;,;�,�;�� _ .�.��-�; ,,s v) c c.D ° 5"---- LINE OF FINISHED BOX FROM (in �, 4" 3- ROOF C D 4. ALL OTHER WIRING TO BE INSTALLED IN CONDUIT m W 4 BLACK VINYL BASE ,� 1,, FLOOR SURFACE cn N 17 FURNISHED AND INSTALLED BY GENERAL CONTRACTOR. (3 8 74,i// w 8 PORT HUB ► 1::: r 4 W PUSH BUTTON REFER TO PANELBOARD SCI-EDULE FOR LIGHTING CIRCUIT NUMBERS. . 3/32" = 1'-o" _ SCHEMATIC WIRING 1/27 = 1'-0" EXS03 3/8 = 1'-0" EXSO4 3/4" = 1'-0" EXS02 0 1 SC- EMATIC WIRI \G DIAGRAM - VEASTAR / SIG-TING CONTROL PANEL 2 PA\ ELBOARD - DIAGRAM 3 PANELBOARD - VIOLATING -IEIG-T SECTION 4 OUTSIDE LIG -T SENSOR 0 z LINE VOLTAGE CONNECTIONS FROM CIRCUIT BREAKER PANEL TO TOP Q TERMINALS OF CONTACTORS CONTROL CIRCUIT. CO A-3 A-5 A-6 A-8 A- 14 A-16 N ---� A-1 :-7 A-4 A-2 A- 18 LJ.J Inn MINI Inn a) 6 . . . 0 � 6It) 60401> WORK SALES SIGN < Ogee 0010 6 ® ® 0 CL A-13 A- 17 A-1 A-26 A-28 Ct -.J A-1 • A-1 • -21 A-24 • -30 INI 0 0 M MINI. Mnn� oos ® mss ® Asa ® CO ce SITE SITE SITE g"...) I- cY, I 3 = 1 -0 LOAD CONNECTIONS TO LIGHTS ON BOTTOM TERMINALS. EXDO3 . C) 0 O Z U- 5 LIG -TING CONTROL SC - EDUL_ - U o < C9 50- z a) c co 0 I--- a N 0 W _ • 0 < 0 mot- m co 7 <C '- F— d' at 0'2 +4 N , o 8 1 o 1-4 M 0 d- ti0 •OOo S' ttrt °? zt-, O 44 . . 4.4 • 2 v a O E C) N N 8 O - r- r.,•4• C1) 5t, I o 4.1 > g en Q1? 4L° Qr '• q' C a l) _>, S .rte j..; 0.) CirSt. vurrii a) .gcll., p4 • , to ..*-i ,.., bo cf 0 4,4 0 w � P4 H 1-T-4 44 '? -0 ROF£P o .\('-‘ -‘) „ 9 NG1NE S1/4 4 812 4PE v:- -9 OREG ©`b REFERENCE ONLY o cH 11,-i' O\' NOT APPROVED WITH THIS PERMIT 'SV FERG DO'IIWION OAIE:12/31/2010 03/25/10 65W2-R E _ 5 , . , , - r--- SENSOR ACCESSORY c.D : (N CONNECTION SURVEYOR COMMUNICATION BUSS 0 ELECTRIC PLAN FOR LOCATION JUNCTION BOX, SEE THE IN A ,__ CO MOUNT THE Pi-OTOCELL ON TEE ROOF 0 MOUNT THE MOTION SENSORS ,„.2, • STANDARD 2 X 4 MOUNT THE I PUSHBUTTON CO FACING NORT- SEE ARCHITECTURAL ' IN LOCATIONS SHOWN IN THE L-I DRAWINGS FOR DETAILS LIGHTING PLAN 0 MOUNT THE INTERFACE DEVICE _ , , Ku— r___, 1 ON THE BOARD IN THE 0 0 vs . - . — otiii , PHOTOCELL SENSOR ,1 ich_ _____I L....i 1_1 L_J NO — MI L__J L_J Li L__J Li L i TELEP-ONE CLOSET SEE DETAIL C.2) CONNECT THE BLACK WIRE TO GND, THE SHEET E-4 --, r---, ET E-1 1— --1_1711_1-1 1-1 Fl 1-1 1-1 El El 1 l!li I , STORE OPEN/CLOSE PUSHBUTTON ' BLUE WIRE TO IN, AND THE RED WIRE , -------' ' -. TO +24V TO BUILDING *- 9 ,,;(' CONTROL 1 L r `- [_;, ,,) [ 4.-:'-q,m ® . 1_,..1 Li_i — BOARD I - ° — r---1 DeLigo 1 , vz,' IIN— ---j SECURITY SYSTEM c: c: wet r-) n irr_i ',), ,,--) en ALARM INTERFACE — cs) -,:i- Li ) CO `) E. `------ft---111 '' - r ° I I SECURITY INTERFACE BOARD CONNECTION 1 Iry - it. El 0 El 0 M -1 AC LINE I PANEL MOTION SENSOR 0 CONNECT THE BLACK WIRE TO GND, .) (0 Q POWER THE YELLOW WIRE TO IN, AND THE __I NJ L_J Ni L_J L_J Li U Ni 1_,..J U Ni U U U L. RED WIRE TO +24V - . . . . -- . . . . . . . wii.711--- ala is 0 CONNECT THE BLACK CONTACTORS WIRE TO CND, AND TEE 1MERG 0"0"0"0 0"-A"0 0000 0"0"0"0 0"cl'o 1 lool ED nu I DO DO 00 imnis 00010 0000 0000 0000 0000 DATA CONCENTRATOR CD ' 0 H 0 1111451111 e WHITE WIRE TO IN. 0 ... r 1 _I L___1 1_1 L___I U Li Li Li L___J Li L.J L___I L Ha 114-4111:1: 63 (../") 0 0 0 mim r 1 mm mm mm mm mm mm mm 1111 MN NM ME Mr CONTROL BOARD LCP '0' CD -11% 0 —.1 ...,.. . .C) cp - ,,) "rim IP% --s arr.. ® ..1. 0 am I" 1-1 CONTROL BOARD LCP ° 11"1111°mg CONTROL BOARD LCP CONTROL BOARD LCP P 0 •'III- . —... Nu:: Ea EN Wr Imill: 0 mu 1-"1 BOARD ()Lull-all iii 0 CONTROL BOA 0 m r 1 (...r) — c'i r. ) 0 5"-" u.....1 ,...r., 1--- WORK SALES SIGN SITE 3" = 1'—0" VENSTAR 1 1' = 1'—0" VENSTAR2 6" = 1'-0" VENSTAR3 6" = 1'-0" VENSTAR4 6" = 1'—0" VENSTAR5 6" = 1'-0" VENSTAR 6 0 0 1 LOCATIO \ 0 CONTROLS 2 WIRING DIAGRAM — _CP 3 OPE \ / CLOSE BUTTON 4 P — OTOCELL SI \SOR 5 VOTION SE \SOR 6 ALARM INTERFACE 0 UNLESS NOTED ON SHEET M-1 FOR THE CONTRACTOR TO Z FIELD INSTALL ALL VENSTAR SENSORS AND EQUIPMENT; THE MOUNT REMOTE TEMPERATURE SENSOR ON RL I URN AIR IF DRAWINGS INDICATE THAT SENSORS AND EQUIPMENT ARE TO BE FIELD INSTALLED, THEN CY, — Cs.1 I. EQUIPMENT CONTROL PAC (ECP) WILL BE FACTORY INSTALLED DUCT AS INDICATED IN THE ISOMETRIC DRAWING THIS MOUNT THE AIRFLOW SENSOR, SUPPLY SENSOR, RETURN SENSOR WHERE SHOWN IN THE (\I INSIDE EACH HVAC UNIT. THE FACTORY INSTALLATION WILL IF DRAWINGS INDICATE THAT SENSORS AND EQUIPMENT ARE SHEET. MOUNT OUTDOOR TEMPERATURE SENSOR ON VERTICAL DIAGRAM BELOW. IN ALL CASES THE CONTRACTOR WILL MOUNT THE REMOTE TEMP SENSOR INCLUDE ALL SENSORS SHOWN BELOW EXCEPT THE OUTDOOR TO BE FIELD INSTALLED, THEN MOUNT SENSORS AS SHOWN EXTERIOR FACE OF HVAC UNIT NEAR THE TOP OF THE 0) f n TEMP AND REMOTE SENSORS WHICH ARE TO BE INSTALLED AND IN THE DIAGRAM BELOW. ATTACH SENSORS TO PIPE USING AND THE OUTSIDE SENSOR WHERE INDICATED IN THIS DRAWING. %.., UNIT. DO NOT MOUNT ON ACCESS DOOR OR PANELS. WIRED BY THE HVAC SUBCONTRACTOR. ZIP TIES. USE A SEPARATE 3 CONDUCTOR 18 ONLY ONE PER STORE IS REQUIRED. —I GAUGE UNSHIELDED CABLE FROM THE SENSOR TO THE ECP 0 MOUNT THE AIRFLOW SENSOR IN THE MOUNT THE SUPPLY SENSOR IN THE rt AIRFLOW SENSOR 0 SUPPLY SENSOR CI I o SUPPLY AIR DUCT. ------ i 1:4 SUPPLY AIR DUCT. 0 Z ,. . 7 , `■4.. I ,, 0 MOUNT THE DISCHARGE SENSOR CS I 0 SBISCRS MNOtE -. AS CLOSE TO THE INLET OF THE DISCHAME SENSOR ° 01 V) 1 I I —7 CONDENSER AS POSSIBLE. UONO4 DIEFIS ECONOMISER IF REQUIRED '''''.-----------pP.I: 1 itt CONVENIENCE OUTLET Ho Him IT ®® 1, i _Lil___ 11 wira,RS I i ci 0 > IMWOHO 0 rem *--c---;""juPpal RL-7---- 1,Ij -',- mi krjr, — [0]1111 Block .S-G°1■11) r„-. ROOFING AND INSULATION ON METAL DECK 1 ------ -----------------'-------L------- 111„. z Li. BLACK I M I 1 SENSORS \ -‹: r7 II, 11 6 , RS+V I White - OUTDOOR TEMP SENSOR ° . ,- , ,-____ , -- , Red 1 WHITE 1..:: IF RED REMOTE TEMPERATURE 014101111 "*. ..„0-11"--° 1111rA$1 .- .- --,-.;,..„„offatt.„--4.- JUNCTION BOX AND CONDUIT MOUNTED TIGHT TO DECK kl.) 0 (Used on only one ECP It Iv z (_( V SENSOR ;$ ri alwAlligtozwooritz- ts RETURN * IIKINZ.,,,AVW.... .....■.. --,....„--...... .. SUPPLY AIR DIFFUSER 0 < ) a- rt d D CONNECT SENSOR TO ..---.._ --. -;,...:-.-- per job-site) C. -RH t ('-. (III il :\ TERMINAL USING THE I EVAPORATOR CONDENSER SUPPLIED CONNECTOR. :1,... . 111111111111"jal ---. ".-"- -74,...., 1;r- litb STEEL JOIST CD F— REMOTE SENSOR 1- II VAPOR ----IERI Z - USE A SEPARATE 3 CONDUCTOR 18 GAUGE UNSHIELDED CABLE FROM CONNECT SENSOR TO 0;1111111 :-_ --' '' '"-' Pm L SUPPLY ,!,:.; "---" -- ■ Illi '''' I.- ....."""'"/-1-",Z.114111h„._.......■r C cin CD (/) N L° Ce Z SUCTION SENSOR ,, , , 1 1, IiI ouG.not4 ilaW ' — NE —- U SERVICE 4 THE SENSOR TO THE ECP TERMINAL USING THE SUPPLIED CONNECTOR. 0 0 < 1 I 1 puff I ,_■iiiii.., ...„--, HORN I STBE UNIT IF REQUIRED "6"a 44" 0 LLJ SUPPLY SENSOR =_____, • II' uvo 0 -=11 COMPRESSOR MM ACCESS 1 TE SENSORSAIRFLow METAL STRAP I W---.10- 1111111I -......„„,,,, ii ., 1 IN SMOKE DETECTOR = CY) ------------------ < T"'" 1-"" 0.1. .:) RETURN SENSOR =-----, pogr , SUCTION OSCM — DO NOT USE ANY SHIELDED CARRIER ROOFTOP UNIT-VIEW OF RTU V DO NOT USE ANY SHIELDED CABLE OR CABLE OR RUN SENSOR WIRES SEE SHEET M-1 FOR ADDITIONAL INFO. 0 . th . MOUNT THE OUTSIDE SENSOR ON THE SIDE OF il; MOUNT THE SUCTION SENSOR AS RUN REMOTE SENSOR WIRES IN THE SAME IN THE SAME CONDUIT WITH C.) DISCHG SENSOR L:= ;11 SUCTION SENSOR CLOSE TO THE OUTLET OF THE CONDUIT WITH EQUIPMENT WIRES. SUPPLY RETURt4 EQUIPMENT WIRES. RETURN SENSOR MOUNT THE RETURN AIR SENSOR ON THE OUTSIDE SENSOR THE HVAC UNIT. •ct" cct tin 4-4 III 0 0 EVAPORATOR AS POSSIBLE. \,.__EEI 4 aaa TV OUTDOOR 0 RETURN AIR DUCT. 00,4 o 'S AIRFLOW SENSOR ,----r--------- m 0 4 3" = 1'-0" VENSTAR7 1' = 1'—0" VENSTAR8 1' = 1'—0" VENSTAR9 1' = 1'—0" VENSTAR 1 0 5/16" = 1'—0" SENSOR LOCATION 1/440 0 oo •r-1 7 1.CP SENSOR CONV-_-_--C—IONS 8 LOCAI ION OF SE\SORS 9 LOCATION CY= SE \SORS 10 LOCATION OF SE \ SORS 11 SE\ SOR LOCATION rriT'N et 1 :44:146,\.11 1--I'.r;41-,,c17:P:(1R4R.(E)4-. 4.14:1:4118 71:°. t''':i" CONNECT EACH EQUIPMENT CONTROL PACS TO THE DATA VENSTAR CONTROL WIRING GENERAL NOTES – PROTOTYPE ,......../ IF DRAWINGS INDICATE THAT SENSORS AND EQUIPMENT CONNECT ECONOMIZER, IF REQUIRED TO CONCENTRATOR USING 18 GUAGE WIRE PER THE DIAGRAM CONNECT THERMOSTATS TO EQUIPMENT CONTROL PAC USING 41-4 ill ARE TO BE FIELD INSTALLED, THEN CONNECT HVAC EQUIPMENT CONTROL PAC USING 18 BELOW. ADDITIONALLY, RUN 4 CONDUCTOR 18 GAUGE WIRE 18 GAUGE WIRE PER THE DIAGRAM BELOW. 1. AUTOZONE WILL FURNISH VENSTAR LIGHTING AND HVAC CONTROL DEVICES AS INDICATED ON THIS SHEET, CONTRACTOR WILL TREMINAL BLOCK TO EQUIPMENT CONTROL PAC USING 18 GAUGE WIRE PER THE DIAGRAM BELOW. BETWEEN THE DATA CONCENTRATOR AND EACH HVAC UNIT FURNISH ALL OTHER MATERIAL AND LABOR REQUIRED TO COMPLETE THE INSTALLATION. 8 kir'--1 2 E GAUGE WIRE PER THE DIAGRAM OR TABLE BELOW. LEAVING 5 FOOT OF WIRE AT EACH END FOR THE ALARM CZ tj..NI el 8 8 TECH. 2. UNLESS NOTED OTHERWISE ELSEWHERE IN THE DRAWINGS ROOF TOP UNITS WILL COME WITH FACTORY INSTALLED SUCTION, CUNT EQUIPMENT MOUNT EQUIPMENT CONTROL PAC DISCHARGE, SUPPLY, RETURN AND AIRFLOW SENSORS, AS WELL AS AN EQUIPMENT CONTROL PAC INSIDE THE UNIT. THE MOUNT EQUIPMENT CONTROL INSIDE THE HVAC UNIT = co rj1C1 I 0 Cd OUTDOOR TEMP. AND REMOTE TEMP. SENSORS ARE TO BE INSTALLED BY CONTRACTOR. MOUNT THE DATA CONCENTRATOR ON CONTROL PAC INSIDE THE MOUNT EQUIPMENT PAC INSIDE THE HVAC UNIT THE PHONE BOARD UPPER LEFT HAND SIDE ABOVE THE LOCAL PHONE COMPANY'S EQUIPMENT SPACE, AND MOUNT THE LIGHTING -VAC UNIT COMMUNCATIONS BUS CONTROL PAC Install on the CONTROL UNIT AND THERMOSTATS ON THE WALL ABOVE THE ELECTRIC PANELS, ALL AS INDICATED ON DRAWINGS. a)C) ,... Wire from the EPC A B GNI) INSIDE THE HVAC HVAC terminal rTFERVOSTA ".);N PC, block marked Function connector 21 ''Ll N ;€14 0 UNIT marked MOND G or F Fan G A a vi, Y or C Cooling YI MM . a -.-' ''N , I I 3. ALL WIRING TO BE RUN IN 1/2" CONDUIT. fit W or H Heating WI, 0, 8 s[e1 cs:Us ) 4. FOLLOW VENSTAR INSTALLATION INSTRUCTIONS OUTLINED ON THIS SHEET. FOR ANY QUESTIONS OR CLARIFICATIONS CONTACT 111111 i ' ill11 1111 1111 "71- Rh. R, M, Vr.A Power R A B GND H 1 H 1 H To VI ofi o 110 o o o o o o 0 To • C Common C* •■••■ AUTOZONE'S PROJECT MANAGER. firibi, [ 0/B Rev.Valve Wl. 0. B" - A Crl _ _ _ . [ 1 „ rn ia,ii \.,N,...„: I - efIC*1 t:1110.0 iF3.11 1 iI. Il 1 i 1 Ell W2 2nd Stop stage Heat Wy22 [ _ - - -- - - - - LIE MI DATA CONCENTRATOR 5. AUTOZONE'S VENDOR WILL RUN ONE CATAGORY 5 DATA CABLE FROM THE DATA CONCENTRATOR IN THE TELEPHONE CLOSET 7-- __,, -,, DOWN THROUGH THE POWER POLE IN THE MANAGER'S OFFICE AREA IN ORDER TO ACTIVATE THE COMMUNICATIONS. \ *C may not be used on aN systems " 013 is used for Heat Pumps only ECONOMIZER TERMINAL V/1.Col IV 1,1 PI LH DO VI 09 CV IV \ ...'"7T.', 81---11111111-11111- 11111 27\,,, 6. NORMALLY THE HVAC CONTRACTOR WILL INSTALL ALL HVAC SENSORS AND WIRING FOR SAME, AND THE ELECTRICAL 4., ck- 81264PE -y- HVAC THERMOSTAT BAC K P LATE BLOCK (- N IMPORTANT NOTE: CONTRACTOR WILL INSTALL LIGHTING CONTROL PANEL, ALL ACCESSORIES, DATA CONCENTRATOR AND DATA CABLE. .419/1/2 , Terminal EACH HVAC UNIT / EQUIPMENT CONTROL PAC IS TO CONNECTED INDIVIDUALLY .. OREGO c,k) -9 I Block TO THE DATA CONCENTRATOR, IF MORE THAN FOUR EQUIPMENT CONTROL 7. CONTRACTOR MAY USE ONE OF THE CONTACTORS DEDICATED TO SIGNAGE FOR ADDITIONAL SITE LIGHT CIRCUITS IF NEEDED. 1PC el-C I-1 11 \ , ("0 ' 0 PACS ARE INSTALLED, THE ADDITIONAL UNIT SHALL BE RUN BACK TO THE CONTRACTOR WILL NEED TO CHANGE THE CONTACTORS CONNECTION ON THE CONTROL BOARD TO MATCH THE SITE LIGHT /9A/FERGOS aurU2 ctn.' 7 71 POWER CCICE'r eittev. " DIA DATA CONCENTRATOR AND CONNECTED TO ONE OR MORE OF THE TERMINALS ANDIC COY 1 i . WHIC ALREADY HAVE UNITS CONNECTED TO THEM. CONTACTORS. 10FIRATION DATE:12/31/2010 H— acH2 OUTPUTS 1 I I O a ECP#5 ECP#6 ECP #7 REFERENCE ONLY 03/25/10 - E 0 El • I O s NOT APPROVED WITH THIS PERMIT 1., O N DATA CONCENTRATOR 111111 Ill_ 11111111 65W2-R 0 3 _,,, s..t.hilidLm., III IiIIIIMaii" -ITI MIAOW CI IIIIIIIP:: 0 C E , 0 1 I I 3" = 1'-0" VENSTAR 1 1 6" = 1'-0" VENSTAR 12 3" = 1'-O" VENSTAR 1 3 1' = 1'-0" VEN STAR 1 4 1/8" = 1'-O" VENSTAR-TEXT E -6 12 —VAC CO \ N -__-_—CTIO \ S 13 T— IRMOSTAT CONNECTIONS 14 ECO \ OV1IZER CON \ ICTIO \S 15 CO \CENTRATOR CO \ NECTIO \ S 16 CONTROL WIRING GENERAL NOTES , , s,y U I. ....1 0 Z 0 hi] \ , I 8 L.,.. .1 0 \ „,, A _I i——'Ng'-a'1 i:j I•—--I 1, 3750 ...„4„, ,,„....„. .. , EN[l • . SW 1/4, Section 2, Township 2 South, Range 1 West, W.M. sN&1 �,e ,0„, \ \ � PARK ST \ \ \ \ \ m N N Gi.O \ \ \ \ \ S W GAARDE = as iir S vi \ \ \ \ \ \ \ \ \ I§ sii Ft o0 2S102CB13473 8 o g E PUBLIC STORAGE b °o m . c"-,?5 cr,ty, V \ \ V 47' °� VICINITYMAP "'\ 0, ' NOT TO SCALE A V ,, D ti "V \ , " �7.- - �� Sheet Index C0.0 COVER SHEET 0 i % V �� °' EXISTING ' ` C1.0 GENERAL NOTES Scale 1 2� BUILDING , ' 0 C2.0 EXISTING CONDITIONS PLAN a 20 10 0 20 40 60 ,, *'''''\ - C2.1 SITE PLAN pIL„46 « � �i , s � � � � W 3i 7' _ __ �► DEMOLITION PLAN 0 i `, �' �� C3 0 DEMOLITIO �► 4 -� C4.0 EROSION CONTROL PLAN N \ * I r... ^ C5.0 STREET AND STORM DRAINAGE PLAN V - I -�- µ C6.0 SANITARY SEWER AND WATER PLAN F v C7.0 STORM DETAILS '. ' i/i C7.1 AUTOZONE STANDARD SITE DETAILS a. I r------ - 'w. ! C8.0 STANDARD CLEAN WATER SERVICES \ I i \, f EROSION CONTROL DETAILS N. li C9.0 STANDARD CLEAN WATER SERVICES _ \ I�� €! SANITARY AND STORM SEWER DETAILS -µ - - _ £___-.=:;,. ._. . __.. ,. C10.0 STANDARD CITY OF TIGARD DETAILS w _ „�....�._ t t _..._. WWI ......_.. ._.__. .._.... :." -. _ _ ._.. ..._:m.M._µ. ........ .._ --- LAN '' __ .m__..... ... ._ w_w _ _ . _ _�/ f --- L2.0 LANDSCAPE PLAN CO i i L3.0 LANDSCAPE DETAILS '' £ "-' -- "-' --'--'-- -' L4.0 LANDSCAPE SPECIFICATIONS r„, - , ,:t ., a,, , ,i # lit) --- - --i- - -}, ,, , -.:.7 : i , . , , , :, / r4ft"' 3 .... € 3 J_ ."..__ ._. .. _ II Owner: AutoZone efl) \ - , 123 dFI ) PROPOSED ,- �� V 12 S Front Street (3rd r W AUTOZONE .. . .. 11 /, Memphis, TN 38103 BUILDING P ( Contact: Mitch Bromlitt EXISTING :£ II Phone: (901) 495-8717 - BUILDING il I -.1 t'\ . II I \ , f 0 111 - 11 Engineer: HDJ Design Group, PLLC . lb I 2S102CB01804 m: \ „7\ II \ \ ��,- ." ....:.. :..... :::::._.. ,..._....:.:__. : w. - :_m.:: 11 I TACO BELL Vancouver, WA 98660 , °- „,,,,,•,,,,,,.,,,,,.._ Contact: Lonergan, P.E. \ \\\V \ }� E Co t Tom Lonergan, , ,, „. . s t. £ ° '° 3. _ •” ._... _ I Phone: (360) 695-3488,- Ili \\\ \ , „7" ,,,,,,, \ \ \ .-;-/-' . , L..... ..,:-.....:,:.:_,.. .i..._:: :.....L.L.: : , . J. Mi*.t1, `,, . - „-. i.. '. . 14 I 1 (1) (1) II MOE u j I Site Address- 13405 SW Pacific Highway Ce \\ EXISTING II I Tigard, OR\ : . 0\ \ BUILDING I Boundary and topographic �nformat�on pr pared by B ' II II Bush, e b 0 \ \ II II Roed & Hitchings, Inc_ 2009 Minor Ave_ East, \ \ > • II II Seattle, WA, 98102 II \\ •,/' II II Horizontal Datum: Z -,� �' 3 ;' 0 Record of survey for public storage by Walker Associates, \ ,,,,,,,, Cill)it dated July 28, 1986- cs# 21,856 (22s1-366) (' \ It ii . , _ II II II _ F _ - — -----: a I. II x - I DC•\ 4 . . . .: . .. . . } Vertical Datum: ;� . ' .. City of Tigard benchmark r disc Northerly - il III 0 a be c 3 brass d's II _ : '. \ _._._ _W___._ _.___._._..__ ___ __..........__ . ____ __. _ whee I ch it ramp o f the -sla n d at Park St r eet a n d Highway ay 99 : West (Southwest Pacific Highway)_ elevation = 214.00 Q r A minimum of two full business days prior to beginning I-- construction, the Contractor shall call 1-800-424-5555 0 (Northwest Utility Notification Center) for location mark-up of OC existing utilities.. p.,_g '_: U Q W Site grading, paving, and storm sewer construction, materials W < ____._....... ______._T.. ... .....�.. ... .. ._.�..._._. __._ _._._ .___..__..... __ ..__�_ _ _ ___._.. SWPACIFIC HIGHWAY __. W. _ _ _.-- ------ __�_ _ _._�_�__. __.._._ _.___ ._.__� _ __WW_.._.__ and workmanship shall conform to the latest edition of the u.� _ "Standard Specifications for Construction" prepared by to m z Q ODOT/APWA, and the latest standards and practices of the ce City of Tigard Department of Community Development and W H Clean Water Services. p < to N a All materials and methods of construction and installation for water, sanitay sewer, and storm sewer facilities shall conform DESIGNED: ci to City of Tigard Department of Community Development KMo _ ---- "Public Improvement Design Standards" and Clean Water DRAWN: Services. Construction shall be as per the most current CADD `` * * * " * ..._..W * * �..�. — *. *. _._._ . standard details contained therein_ CHECKED: ///',yam„ I= = SWG c _ -``'�;� �/'�` ` `�°'°�` SCALE: (#0 I N� F`S'S'/ V: N/A iu.., i / PRELIMINARY JUNE 3050 10 719PE s I / SUBJECT TO AGENCY REVIEW 1 \\ ,I I NOT FOR CONSTRUCTION uOREGON,\ z SHEET 70 2 G 10- 5 C RENEWS: JULY 1 2011 0■0 w Linetype Legend Symbol Legend Abbreviation Legend General Conditions Water Construction Notes Standard Detail Notes 1.An estimated 12 percent of the water system cost must be on deposit prior to beginning 1.All work in ODOT ROW shall use ODOT standard details_ Existing Sanitary Sewer Pipe Existing Water Valve kx Future Storm Manhole • -Maximum MAX 1.The City's and ODOT's standard specification for traffic control is"Manual on construction on water lines, and to receive a TPW(City of Tigard Public Works, Water 2_All on-site work outside of ODOT ROW shall use Autozone Existing 4" Sanitary Sewer Pipe 4" SP 4"' SP GV Future Sanitary Manhole " - ,� Existing Gas Valve Manhole MH Uniform Traffic Control Devices For Streets and Highways", U.S_Dept.of Division)stamped approval on construction plans_ standard details. Existing 6" Sanitary Sewer Pipe 6" SP-- 6" � 5P- - Future Fire Hydrant oi - - g Sanitary Existing Fire Hydrant Transportation, FHWA, 1988 Ed. 2.The contractor shall maintain one set of TPW stamped approved plans on the 3_All off-site work outside of ODOT ROW shall use Tigard standard Existing 8" Sanity Sewer Pipe 8' SP $ SP 9 y �-; Future Catch Basin Minimum MIN 2.Traffic control shall be provided for by the contractor in accordance with the construction site at all times. details. Existing 10" Sanitary Sewer Pipe 10" SAN SP 10" SAN SP Existing Power Pole ...a-- Future Sanitary Cap Mechanical Joint MJ ODOT standard specification and, also, in accordance with an ODOT Gob specific) 3. Curbs must be in place prior to installation of water mains within new subdivisions. Existing 12" Sanitary Sewer Pipe 12`" SP --_e____ 12" SAN SP - Future Fire Protection Vault - - approved traffic control plan.A copy of the approved traffic control plan shall be 4. Notify TPW, Water Division, 48 hours prior to commencing construction to schedule a General Notes Existing 15" Sanitary Sewer Pipe 15" SAN 5P 15°° SAN SP Existing Water Meter E3 Future Water Meter -- ; Number No_ or# available at the work area. preconstruction d. ._ 1. Contractor shall obtain a copy of the project geotechnical report Existing 18" Sanitary Sewer Pipe 98" SP 18" 5P --- Existing Electrical Pedestal Future Backflow Device 3_ Public roadway shall not be closed to traffic,at an time,without having first meeting.Telephone 639-4171_ from the owner, and construct the project in accordance with the g g Overhead Electric OHE Y Y g g- P • obtained written approval from ODOT_The permit holder is responsible 5.All work shall be in accordance with AWWA(American Water Works Association) Existing 24" Sanitary Sewer Pipe 24" SP 24°" SP Future Valve PP P P ( ) recommendations in the geotechnical report.SAN Existing Power Riser Pavement PAV'T for provision of timely notification of traffic flow disruptions to area wide Emergency standards. Existing 30" Sanitary Sewer Pipe 30" SP 30" SP ------ Future Bend Tee W/valve Existing Sanitary Force Main - R4 -- _W RI ----- FM-----W-- FM- ----- Existing Power Meter Future Bend Tee W/tb Point Of Curve PC Services (Tigard Police Dept., Tualatin Fire& Rescue)and to Tri-Met and Tigard 6.All work will be inspected and approved by TPW,Water Division. Existing Storm Sewer Pipe s - - 22W and Beaverton School District. 7.All pipe and fittings shall be ductile iron, cement-lined, of new manufacture and made in o E g p ,-�, Future 22/2 Bend W/tb _ Power Pole PP 4.This general note has been removed. the USA. Pipe shall be"Tyton"Joint Ductile Iron, Class 52.All fittings shall be MJ N d- Existin 4" Storm Sewer Pipe Existing Sanitary Manhole `°pp Future 11'/4° Bend W/tb g p g 0) 2 - 4" STM 5P 4" STM SP...m._.._. _. (V 2 Existing p - Point Of Reverse Curve PRC 5.Access to existing properties shall be maintained at all times, including normal (mechanical joint)unless otherwise specified. o �, Existing 6" Storm Sewer Pipe " SP '° STM SP Existing Storm Manhole iya; Future 45° Bend W/tb delivery service and mail service and if not, shall be cause for work stoppage until 8. Cover for all water mains in street and rights-of-way shall be 36". Backfill shall be 3/4"-0" CO N Existing 8" Storm Sewer Pipe 8" srm SP $" srM SP Existing Catch Basin ati Future 90° Bend W/tb Point Of Reverse Vertical Curve PRVC effective access is established_ gravel. 11 o CO al Existing 10" Storm Sewer Pipe 3Q" STM SP 10" SIM SP Future Stand Pipe 6. Traffic control devices, flagpersons, etc., shall be in place prior to initiation of 9.All valve-operating nuts shall be within 36"of finished grade, otherwise valve operating nut 6 icri -c g p P Point Of Tangent PT L L o 32. E Existing Area Drain �. construction work and shall be effectively maintained. extensions will be required. 1 Existing 12" Storm Sewer Pipe Future Bend X a) co Existing 15" Storm Sewer Pipe 95" STM SP 15" srM SP Existing Combo Inlet Temporary � Point Of Vertical Intersection PVI 7. No work will be permitted between the hours of 7:00 p.m.,and 7:00 a.m., 7 days 10. Poured concrete thrust blocks of at least eight square feet of bearing surface are required o N 9 P Future Blowoff - 8 in a week_ The exception to this is that all work in ODOT ROW that impacts traffic at each tee, cross, and bend locations(see details for minimum bearing areas)_ E Existing 18" Storm Sewer Pipe --- 18" SP ---- 18" STIvl SP Existing Telephone Pad 11' Future Standard Blowoff Polyvinyl Chloride PVC flow must be conducted between the hours of 9:00 p.m.and 5:00 a.m. 11.A 4"x 4"x 8'-0", painted blue, shall be installed in front of every 2-inch water service °° C O ° O CD 9 P P- rY CI, > Mu, M Existing 24" Storm Sewer Pipe ------- " STM SP d -- SP Future Reducer Place PL 8. Minimum travel lane width shall be twelve (12)feet;pedestrian travel shall also location, and remain there until the water meter is installed.All 2-inch water services shall Existing Water Pipe w 14 w vw Existing Telephone Riser 2 be provided for. consist of a MJ x 2" (PT tee and 2" IPT x 110 compression fitting as manufactured b Future Thrust Block P P g by Existing 4" Water Pipe - ---4" R - 4" R - 4" Existing Roof Drain Future Fire Hydrant Radius R - 9.The City reserves the right to add to or modify traffic control requirements as Mueller Company_ and o Existing 6" Water Pipe 6" i`R 6"" WTR $"° Right Of Way R/W maybe necessary to effectively control traffic and to assure public safety. 12. Fir hydrant assembly consists of a MJ x 6" Fig. (Flange)tee, 6" Flg.x MJ gate valve, 6" MJ i Existing Cleanout Abbreviation Legend 10_ Before initiating any construction activity,the permit holder shall contact the x MJ holding spool, and a Modern Mueller Centurion fire hydrant,A-442, 6"MJ, 5-1/4" Existing 8" Water Pipe ---$`° " -8" g Return RET City's private Development Review Engineer,er, #639-4171)to establish a place, MVO, 3-port(2-2W NST hose connection, 1-4%" NST pumper), 1%" pentagon operating ::,,,, Existing 10" Water Pipe ��°� �� °° � Existing Guy Anchor � Acres AC � P P 9 (#639-4171) P 9 Existing 12" Water Pipe - Existing Project Bench Mark • Right RT time, and date for a preconstruction meeting. nut, opening left, color_yellow;Approved Equal: Mueller Centurion A-423,Waterious Assembly ASS'Y 11.The permit holder or his contractor shall notify the City's Inspector at 639-4171 Pacer 6790, Clow Medallion a Existing 15" Water Pipe - -- 15" _..._- 15°` R --- Sheet SHT twenty-four(24) hours prior to commencing work,twenty-four(24)hours prior to 13. Each fire hydrant shall be installed upon a pre-formed concrete block with 1%cubic yards Existing 18" Water Pipe , °' ° , Existing Iron Rod Avenue AVE ( ) P 9 ( ) P 3 „ P P Y 9 p any staged inspection (see attached listing)and after completing work covered by of crushed 2"- /4 drain rock. Tarpaper will be laid on top of the drain rock to separate . 24" 24" W 24" °lTR Existing Sign Stainless Steel SS the permit. Additionally, the ODOT permit must be kept on site during construction the rock from earth cover. u Existing 24 Water Pipe 9 9 Approved App,D P Y� P P 9 Existing Water Lateral _..._ ._.- * * -- * Existing Shrub Butterfly BF Steel STL in ODOT ROW. All work in ODOT ROW must follow the ODOT's 2008 standard 14.All sanitary sewer lines within 10 feet laterally or 3 feet vertically of a water main shall be ERR - --�-IRR 1RR IRR - y specifications. encased in a reinforced concrete jacket 6"thick for a distance of 10 feet on both side of it' Existing Irrigation Pipe P 1 - Sidewalk S/W Existing 4" Irrigation Pipe - -- 4°° 4R $°' 9 - _. Existing Deciduous Tree Boulevard BLVD 12.A copy of the permit and all attachments, and a copy of the approved the crossing.Where crossings are necessary,they must be made at approximately 90 o Existing 6" Irrigation Pipe 6" 'RR 8`° 1RR Existing Coniferous Tree Street ST construction plan and all amendments shall be available at the work area.All work degrees with at least 18 of separation below the water line. Benchmark BM - shall conform to the permit terms, conditions and provisions and to the City 15.All mains with a static pressure up to 100 psi(pounds per square inch)shall be tested at pi v Existing 8" Irrigation Pipe 'RR ° 1R See Extg. Sanitary Sewer Data Station Centerline STA approved permit plans, and approved plan amendments and to the City's 150 psi for 1 hour with a maximum loss of 5 psi.Water mains with a static pressure �� ,�°° ,�R , . ,�°. ,P� . g ry Blow Off BO Existing 10 Irrigation Pipe Standard STD standards and Revised July 15,1998 APPENDIX D Page 39 specifications and to these greater than 100 psi shall be pressure tested at 1.5 times the static pressure for 1 hour c Existing 12" Irrigation Pipe - °° °° R See Extg. Storm Drainage Data Back Of Curb BOC General Conditions. Changes to any of the aforesaid must be approved by the City, with a maximum loss of 5 psi. a,RR Existing Irrigation Lateral - - _ W. . - - __ --- Existing Flow Arrow i Begin Vertical Curve BVC Sanitary SAN in advance of work performance. 16. Upon satisfactory completion of testing, the new mains and connections to existing mains Existing Cable Tv Line TV TV TV TV Storm STM 13. Maintenance of the work area and approach roads is the responsibility of the shall be cleaned and flushed with potable water prior to disinfection. Flushing velocities Proposed Bollard o Care Of C/O - permit holder. The work area and approach roads shall be maintained in a clean shall be at least 2.5 feet per second. Disinfection shall be in accordance with AWWA Existing Electric Line _ Proposed Street Light +�E PP P p g Tangent T condition, free from obstructions and hazards.A copy of the permit holders Standard C651-92, the State Health Division and City requirements.The continuous feed Existing Gas Line - Proposed Road Barrier P Q 0 Catch Basin CB ' P P Certificate of Insurance shall be available at the work area_ method of disinfection shall be used. Disinfecting mixture shall be a chlorine-water . Existing Over Head Power Line Thrust Block TB Existing Telephone Line T -T -T T Proposed Road Sign Cubic Feet CF _ 14. The spreading of mud or debris or storage of materials or equipment of any solution having a free chlorine residual of 40-50 mg/I (milligrams per liter).The Proposed Flow Arrow < Temporary Benchmark TBM kind upon any public roadway is strictly prohibited and violation shall be cause for disinfection mixture will be prepared by injecting a calcium/sodium hypochlorite and water Existing Fiber Optic Line Cast Iron CI immediate cancellation of the permit.The City may at any time order immediate solution into the pipeline at a measured rate while fresh (potable)water is allowed to flow Proposed Fire Protection Vault 0 P tY Y Y P P (P ) Existing Underground Utility Line - --- - - --- ------- --------- Top Of Curb TC clean up and stoppage of work to accomplish clean up. through the pipeline so that the chlorine-water solution is of the specified strength. Proposed Water Meter E1 Cement CEM P P P- 9 P P P 9 Existing Centerline - - Telephone TEL 15. Effective erosion control is required. Erosion control devices must be installed Treated (chlorinated)water shall be retained in the pipeline long enough to destroy all Proposed Water Backflow Device P Existing Curb ------- - - -------- Circle CIR - and maintained meeting the D_E_Q_ requirements_The City may at any time order nonspore-forming bacteria_Typical retention period is 24 hours.At the end of the 24-hour CO Proposed Water Valve Temporary TEMP corrective action and stoppage of work to accomplish effective erosion control_ period, the pipeline is to have a free chlorine residual of a least 10 mg/I.After satisfactory In Existing Curb & Gutter __W -W-__. --=---W�-- �, Centerline - Proposed Water Bend Tee W/valve 16_ Property disturbed by construction activity shall be seeded with a standard chlorination, flush the water from the line until the water throughout the pipeline is equal Existing Lot Line - --- - _ - ----- ----- . . - Top Of Manhole TOP Existing Gravel road ----- - --- ------- - -- m Proposed Water Bend Tee W/tb Corrugated Metal Pipe CMP grass mix;shrubs,flowers, bark dust, existing signs, pavement markings, chemically and bacteriologically to the permanent source of supply. Existing Flow Line -- - --- _..m ..- Proposed Water 22W Bend W/tb 1 Cleanout CO Typical TYP mailboxes, etc. shall be reestablished, reinstalled or replaced,with like kind and Dispose of the disinfection water in an approved manner. Do not allow disinfection water Nall Proposed Water 11 W Bend W/tb 41 Underground Electric UGE material_ to flow into a waterway without adequate dilution or other satisfactory methods of reducing Existing Paint Stripe _____..._..,._.e_._..w_.e.__.W__._�_._w__W__._..._....Wy... 45°Proposed Water 45 Bend W/tb ,A Combination COMB - 17_ Effective drainage control is required. Drainage shall be controlled within the chlorine residuals to a safe level as mandated by DEC/After disposal and flushing of the Vii) Existing Right-of-way - ° Vertical Curve VC work site and shall be so routed that adjacent private property, Proposed Water 90 Bend W/tb (1 Compaction COMP 1 p p p rty, public property and disinfection solution, there will be another 24-hour retention period prior to bacteriological Existing Fence x -X X X X - p the receiving system is not adversely impacted.The City may at any time order testing. Bacteriological tests will be taken by TPW. Proposed Water Stand Pipe >' Vertical VERT Existing Building --- -- -- ---- - -- ------ --- ----- ----- -- --- Concrete CONC corrective action and stoppage of work to accomplish effective drainage control. 17. Provide an Eclipse No. 88 Sampling Station manufactured by Kupferte Foundry, St. Louis, • Proposed Water Bend X ,®, ,®, Excavator(s) g excavator(s) bury, 3 ., ( Pipe Wetland Perimeter _... -� _ � - - � Water WTR 18. Excavators must comply with O.R.S.757.541 through 757.571;excavators MO 63102_The sampling station shall be 2-0 bu ,with a /4 FIPT(Female Iron Pi e Construction CONST Existing Wetland Buffer ---_ -_.. . ____ . __. . . .�.._ . __._ . . .V.. Proposed Water Temporary Blowoff With W/ shall notify all utility companies for line locations 72 hours(min.)prior to start of Thread)inlet, and a 3/4" unthreaded hose nozzle.All sampling stations shall be enclosed 0 Existing Property Line . - ---- - . . ---- -- . Proposed Water Standard Blowoff Ws Corrugated Polyethylene CPE - work. Damage to utilities shall be corrected at the permit holders'expense. in a lockable, non-removable, aluminum-cast housing.When opened,the sampling Existing Utility Easement _ Proposed Water Reducer ■ Without W/O 19_ Contractor must verify all existing utilities for both vertical elevation and station shall require no key for operation, and the water will flow in an all-brass waterway. 9 Y p Concrete Sewer Pipe CSP horizontal location prior to start of work(pothole before digging if necessary). All working parts will be of brass and be removable from above ground with no digging.A Existing Quarter Section -- Proposed Water Thrust Block ► Water Meter WM Should conflicts arise and redesign n or relocation of facilities be necessa it shall copper er vent tube (standard)will enable the sampling lin station to be pumped ed free of Proposed Fire Hydrant Court CT g necessary, PP ( ) P g P P Existing Railroad ;-- ; Yard YD be done at the permit holders expense. Changes must be approved by the City in standing water to prevent freezing, and to minimize bacteria growth.The exterior piping �� ,�� -�H___ _ Cubic Yard CY Existing Fence Proposed Catch Basins ® "" advance of work performance. Contractor shall coordinate the work with affected will be brass, and a '/4"ball valve shall be provided in place of the' "pet cock on the vent Proposed Area Drain Cement CEM Hatching Legend utility agencies. pipe. LI Existing Wall _. -- -- ------ ___ . _ --- ---. _ - �' g o= 20.A temporary hard-surface patch (Cold mix AC or Hot Mix base paving)shall be 18.TPW will install all copper services and sampling stations prior to surfacing of streets. Proposed Combination Curb Inlet Existing Lot Line - . --- mm.... -.-- ........� -- --- --- -- . Depth D placed on trenches within roadways at the end of each days work. No trench, on Water meters will be installed by TPW upon individual request and payment by others • - Proposed Storm Reducer ■ Proposed Light Duty Concrete ' Existing Contour _._ -._..M....._m._m_ :._. .,._.,_w_. _w.w..._._ .._..., site or off-site, shall be left at any time in an unsafe condition.The permit holder is (owners).All water meters connected to an irrigation system must have the proper Proposed Rain Drain • Ductile Iron Dl responsible for and is liable for hazards or damage resulting from the prosecution Oregon State approved backflow prevention device , minimum of a DCVA(Double Check Ce Proposed Sanitary Sewer Pipe Proposed Storm Cleanout Proposed Heavy Duty Concrete Proposed Sanitary Lateral Diameter DIA of the work. Valve Assembly)installed on the property side of the water meter. In addition, every Proposed Storm Manhole • ,��,. .- Proposed Cement Concrete 21.Work provided for under the permit shall include repair of existing facilities meter for commercial, multi-family, industrial, and institutional service, regardless of size, Proposed Sanitary Force Main , Proposed Sedimentation Manhole Ductile Iron Pipe DIP Sidewalk (roads, ditches, etc.)as may be necessary, in the City Inspectors opinion and shall have the proper Oregon State approved backflow prevention device minimum of a 0 Proposed Storm Under Drain Proposed Drywell a Down Spout DS ODOT's inspectors opinion, to overcome deterioration or damage which occurred DCVA installed on the property side of the meter.The backflow prevention device shall !Wm Proposed Storm Rain Drain in conjunction with the work authorized by the permit.Corrective work shall be be installed and tested by the owner,with the results forwarded to TPW Water Division, Proposed Sanitary Cap [ Edge Of Pavement EOP Proposed Truncated Domes j Y P Y Proposed Storm Pipe done at the permit holders'expense_ before water services can begin. Proposed Sanitary Reducer ■ Proposed Water Lateral End Curb Return ER 1 22. One as-built mylar drawing showing all new public improvements,including any 19_ Upon completion of installation of the water system, the contractor or owner shall advise Z Proposed Sanitary Cleanout o Proposed Wall revision made to the previously approved construction plans and also, any TPW of the total construction costs to which will be added 10%for TPW inspections, (� Proposed Water Pipe Proposed Sanitary Manhole 0 Easement ESMT p Y PP P 2% P Proposed Irrigation Pipe p ry improvement which may impact an existing public system or facility, shall be water loss, overhead, administration, sampling, etc.and 2/o for engineering review, CD Proposed Irrigation Meter ❑ provided to the City and ODOT by a registered civil engineer along with an including "as-builts"drawings, updating master map,intersection maps, etc. LU Proposed Irrigation Lateral Proposed Irrigation Backflow Device • Existing EXTG engineers certification of installation compliance(form attached). OPERATION OF VALVES IN THE TIGARD WATER SERVICE AREA IS PROHIBITED w Proposed Lot Line Proposed Irrigation Valve 0 Elevation EL 23.A sewer system air-test and (V.H.S.)TV test report and one set of blueline"As- 0 Proposed Flow Line - ------)'-----).'--- Proposed Irrigation Bend Tee W/valve 01441 Electric ELEC Builts" (of either or both the storm and sanitary sewer systems)may be required by Proposed Centerline - the City for review and approval prior to connection of any buildings to the sewer Grading Plan Permits fei Proposed Irrigation Bend Tee W/#b 1_This grading permit is not to be construed as final approval of site grading, embankment Proposed Right-of-way - - , ° End Vertical Curb EVC system. g g P PP 9 g, Q Proposed Water 22/2 Bend W/tb 24.The permit holders Engineer/Inspector shall submit dail inspection reports,on or structural fill work;it merely provides for initiation of work and is subject to change Proposed Sawcut Line Proposed Water 11%* Bend W/tb Finished Floor FF P daily P P ' Proposed Flow Line ° - a weekly basis, to the City's Inspector. (see Developer-Engineer Agreement Note pending City approval of the entire construction-development plan set. P Proposed Irrigation 45 Bend W/tb ,� 2. Spreading of mud or debris upon any public road is prohibited.The City and ODOT may , . I- Proposed Easement Finished Grade FG #5.) P 9 P Y P P � Y Proposed Irrigation 90° Bend W/tb (1 order stoppage of work to effect corrective action, at any time. L . P g 25.The City's Inspectors may, at their discretion, require provision of tests and or y ime. Proposed Curb & Gutter . Proposed Irrigation Stand Pipe > ' Fire Hydrant FH reports from the permit holder, permit holders engineer or contractor to validate 3_ Effective erosion control, dust control, and drainage control is required at all times.The 0 0 Proposed End Of Pav't claims of material or construction adequacy/compliance.Such tests/re orts shall City may order stoppage of work to effect corrective action, at any time. LL Proposed Irrigation Bend X � +�► Flange FLG P 4_ Embankments or structural fills for roadway construction or fills to be constructed on _ Proposed Sidewalk - be provided at the permit holders'expense. Y � o Proposed Irrigation Temporary Blowoff Force Main FM buildable lots shall be constructed from excavated materials acceptable to the soils LU 8 Proposed Wall 26.The permit holder shall provide a copy of a properly executed Release and P (.• a Proposed Irrigation Standard Blowoff Waiver document to the City for each ownership disturbed by construction activity, engineer and shall be brought to grade in lifts not to exceed 8"loose measure. Each lift 75 Proposed Building Foot/ Feet FT Y P Y ty, (> LU 2 Proposed Setback Proposed Irrigation Reducer ■ as evidence of disturbance resolution and owner satisfaction_ shall be compacted to 90 percent of maximum density as obtained by AASTHO T-180 Z = Q Proposed Irrigation Thrust Block ® Gas G 27. Existing monuments, property corners, and survey markers shall be rotected_ compaction test. H Proposed Property Line p g p P y protected. 5. Structural fills shall comply with -J o Replacement shall be at the permit holders'expense. p y ith Appendix Chapter 33 of the Uniform Building Code. Z c Proposed Cut Line Galvanized Iron GI Construction on existing slopes greater than 5:1 shall be achieved by benching into the g = ® Proposed Inlet Protection Pillow 28.The Engineer shall notify the Washington County Surveyor when the initial and 9 P 9 Y 9 d Proposed Score Line existing bank a minimum of ten feet. If the bench exposes sand soil an underdrain must LU H Ground GRD final lift of asphalt has been placed. 9 P a Proposed Paint Stripe 29.The permit holder shall provide to the City inspector and ODOT, in writing,the be provided. The underdrain, if required, will be constructed by installing nonwoven filter Z Proposed Gravel Construction Entrance Gate Valve GV c, Proposed Fence x x x x x names and 24 hour emergency telephone number of two(2)persons who have fabric, equivalent to Exxon GTF 12500, along the bottom of the starting bench,then W Proposed Wetland Buffer -••-••-••-••-••-••- High Density Polyethylene HDPE authority to resolve problems, take corrective action and,in general,will be placing a six inch layer of 11/2'-3/4"drain rock, and finally covering the drain rock with (� p .�� 9 Y Q �il� responsible in case of any emergency.The permit holder shall notify the City the nonwoven filter fabric. Successive benches will be constructed with vertical fill 6- Proposed Wetland Perimeter • - • - Proposed Sedimentation Trap P Y 9 Y- P di Proposed Contour -.3 P p ,,� Horizontal HORIZ Inspector, in writing, of any/all assignment changes_ between two to five feet and be compacted in layers not to exceed 8 inches. Each 8-inch �� layer shall be compacted to a minimum of 90 percent AASHTO T-180 density.The fill DESIGNED: -o x x x x x High Water Elevation HW 30.The permit holder shall cause his contractor to provide to the City Inspector, in Y P P tY- Erosion Control Filter Fabric Fence slopes shall not exceed 2:1 at finish grade. No rock or similar material exceeding Control feature code writing, the name and 24 hour emergency telephone number of a designated P 9 g a 12- JBA o Future Storm Pipe . _„ ..M. _.w.. ._._m.: _...__ ..::_... ....� I E Hydrant HYD "Com etent Person"res onsible for construction safe as er OR-OSHA, Cha Chap. inch diameter shall be allowed in the structural fill.Future Sanitary Pipe -_- µ--- -.-H�-..- _ µ - �- µ . .. & ID number (Puget Sound) "Competent responsible per i 6.The geotechnical engineer for structural fill shall be notified 24 hours in advance, by the P RE LI F 1 I N A RY DRAWN: 0 rY p 437, Div. 3 Construction, Sub-division P-Excavations.The contractor shall notify 9 g CADD Future Sanitary Lateral BMP Type (Puget Sound) ��) Invert Elevation IE the City Inspector of any/all assignment changes_ contractor, of starting benchwork to determine the need for an underdrain layer and to SUBJECT TO AGENCY REVIEW 2 Future Water Pipe Intersection INTX 31. It is the sole responsibility of the permit holder to provide for proper verify existing conditions. NOT FOR CONSTRUCTION CHECKED: a- - 7_The City shall be provided with a copy of the geotechnical engineer's Future Easement _ w........V.V. _.�._.. -.._ _�.µ_ _ �.,. .._. _ ..._ Invert INV right-of-entry and/or easements prior to starting work. Proof of right-of-entry or Y P PY g SWG 0) Future Curb . �µ--....:.....:...._.:... _.�_._ .w_w.�..... ....., properly executed easements, shall be provided to the City.The City shall in no report/recommendation changes. SCALE: 8. If springs or ground water are encountered during construction,the contractor shall notify L way be construed to be liable for the permit holders failure to obtain or provide for 9 9 fY PRQF�. H: N/A 0 - Future Sidewalkm -- :: ._: µ ._, . __. µ_ proof of right-of-entry or easements. the soils and civil engineers of the conditions found and coordinate his activities in a f V: N/A �: ...._...:...._.............. manner that will allow the engineers time to review the situation and prepare 1NES'76 - Future Centerline Lateral LAT 32_ Before placement of the final lift of asphalt,the permit holder shall clean and g� - p p e a plan to e� FAQ �O C Future Right-of-way w .. _. .w._w. ......_.... Left LT have the City complete a pre-acceptance video inspection of all new sewer lines. properly mitigate the water encountered. 79719PE JUNE 3050 �0 CD Future Contour w. .:..M..,...:µ._..�M µ .r .:::.N..::: . ... The permit holder shall provide the City with 30 days of notice for the video 9_The contractor shall have the soils engineer take compaction tests.A minimum of three O - inspection_Any deficiencies shall be repaired before placement of final lift_ tests will be required for each 2 feet of fill. Future Lot Line _...... ... ... ...._..._ ..w._.u.....�.: �u.,_. ...._ w..,.,_... OREGON SHEET kr) 10. Excavator must comply with ORS 757.541 through 757.571 (Utility pre-notification, etc.). '� O 0 cy, Future Paint Stripe __..._µ..._w.,w. ..µ...:.. _M.. . ._.:r.. ..,_H.__.._H.w i).('4. io, �� Co w GI O- . RENEWS: JULY 1, 2011 Cl .0 iii .... --• \ \ \ 7 \ \ h., 8 7 \ \ -7 ,,,,, \ \ 7 7 EXISTING 7 7 \ As."`"' cS co to 2 .0) \ „--- ‘\\\\,,,,,,,:\:\\ /,,,,---''''7:„. \\ BUILDING •-•/' \ 7,, co Ffi \ y y co cn c, * \, \ 7 'N, ' 15 CS) ---. "C3 \ 7 Ili ..4' \ 7 77 65 CO Lo t, co o to -c. \ W 0,,,,, „.,...., } \\ 0 ,,7 I':-., \,..,**" in 0 cv) I* co ) ... , e I.... \ , \ 0,\\ .-.. ..,.... .... ---->- - ,-- > V co All ) \\ ...„....,...... .. _.„.. _ EXTG CHAIN - ...„.. __----- 7 a w ".. 'A :v. ....------- ...,------ 7 Ce :•,,,, LINK GATE \ ----- -------- c 7 „4 ' •-,:\ (f) .-:‘..\\,„ #' /<7 7 „7\ EXISTING 7 „,,-7 v vEX7TG7S7A7NIT7A:v1 „., 4, N .... u j • „-- , 0•-/ \-....../ --, \\ :\ .c. . • lo 40----------0— SEWER CLEAN•UT •,,,, / ,,„_„..,,,,„____,----_-_-:.-----„....,.....,==„---_,._-=_-==s5,-=,-----,..___,....,,,,,,,.,-- — ---9--- ------ „..,-- ,------- --------- ------- \ ., ------ ------- „------ --------_, „.....---- „.„--- • 711d If. >19, (11) ,,,,,,,,,V° „.----- ,,,, 7 <5' .,.. .., V BUILDING 7 / * i f • -... .,,,,----•-•- - --------- ,„•,:4, / / \ V \ V -• • -- .-- 1 '4 - 2 7-'-''''''' ..------- ,, V / f: i ,..-•-•-*-- ,--- — / V / . .44,' ))/ \ V \ ...--------- V f' N33°161rE 68.00' 0D N • ........- i ...------ \ V \ V ..------- c yr co aa y / Ai k . / 1 / , ill 2----------- 'V '' _ _ cli / _ / _ , 4 4 _ AA ii.,_ • - --------- . .) eV 0 i j___f fir; Scale 1 " — 20' A/ s K\ EXTG CHAIN (5 ' co o , ‹''' \ I — ,:77.---7.-7,-,,,.71 /lin"' , --------4 4 /'V PROPERTY co/ co .:- -,,,, „ „-----to-i, I ,/,'''''''.- ) -,.„,.„c6, '11 ' // :I /V / 0 20 10 0 20 40 60 \ LINK FE •CE co c., \ , :41.I\,, ( 1 /*,./ i ,-/-- ---. \ 130(510 tlt- ,..\. / LINE (TYP) !N, 5 0 / ......1..srmsamegmmummomMINSmarimminimi.. \.nic,,, 4 1 \ a 4 7 (1)117 ikvi a SPROM1111111111111,56 :•■•■=1 i I / / Si \ illt f f k \ to 1 1 II ,/ i \ EXTG FIRE 7 "7 ,i / f ' P q -44 I ,,liv , t,,, .. i .//,‘. 1\ \ In , , r :i 11 / k\ ,,,z,i/ • , EXTG i HYDRANT (P I. TT%7P 167 "culm )/ EXTG TREE#1 / / / / „.„_... - i , ,..„, / -------‘4. -A-4 win to i',, / TO REMAIN 33°15117"E 81.2 2 ... ...__..._.I,,,,,,,,,, 4;:;.;---' f' ' LANDSCAPIN i li 7 i , * f \ „/ !I i t ,:s: -- i , x : i ) 3_____3„_____3 i 1 A 0:„...:',•:•51:::',..' uj "t 1 \ ' - \ / ,,,---- ------1, ! --„,„:„.„7...=..;'::;:_-_•:---1 i' , V".7 / / • 0 C : f• 1 i , /eir \ 711 4 41 i (1) - - . . i \ 1 . 41 I EXTG 36"0 STORM / - . . ,,, , „/ il i 3'-'1/. ..1...._„,,,,---21-- DETENTION PIPE k, :, / /1 1 4 : \ 1 1 5 5.5 •• ") \ I 5 ,/ : 5 15 ' 5 !. I 4 [f ,; , '''' 4 ; i 1"/- --' EXTG TREE :` , •<",) REMAIN' , isil q 1 21.,7/ N\ ,•,,, ,,,, f. i f , I i .11 EXTG , \ i ii lie NN r N ri 1\ if' 1 ; 4,0,i -;-Riti :i 1 EXTG BUILDING ! „K SIDEWALK / — 17_5' 1 /* • 1 '4 N 1.1 i ‹c` i 1 \ 1 EXTG ASPHALT// 1 V ROOF OVERHANG i 1 11 ,,...,,.,; / \1 5 - .\\N \,, \-e,, N EXTG TREE#3 TO BE REMOVED : ,i1 ,, i ,,,,, 1 PARKING LOT 1-1', .5 i i , EXISTING ,.. ,, 11 4 !V 11 . ,z4-/fil ,/ /' I 1 r Nst 1 /;, 1 H 1 ,_Z 7 1 * \N .1! I hi ., 1‘ ? 1 EXTG ASPHALT il \ .,,,i, N .i i i BUILDING : „ ,..i.,r_ . il : I ...., 1,s, I I\C'.' 1 r-- . A \ : I I Id N 4N = 3- I „ t'ca fr. i 1 ' H I PATIO\ : i PARKING LOT •----, i , Jr z8 * 1 ----- \ 5 i \ `", 5 5 5 5 I / 5,, II 4 ''', '' el . . ..• 1 '..cXTG \ / 11 4 Lo 4 4 :01 , • , \ '.1\c' EXTG TREE#2 ,! I i i .,,-,. 11 ••,./ 1 1 17/ ii• . i . PI ,--- /- \\ N "N„,, .<,..i. TO REMAIN .7t 4 , XTG 1,(\<<, 1' ‘ E,.1, 11 ' 11 1 1 : : :•• 1 CONCRETE •• 11 01 w 1 ,• ',-.1 -----) /I I/*/ „r:_ ' EXTG CONTOUR CO \ \\\. '4'\-... 0- A ; ILUMINAIrtE\ 1! 1 ,, 1 0 6")' .i.•''',: 4 1 1 i EXTG BUILDING : : 1 -------,-/--1 1 :,1 :.(r 14 \ 4' NN ' ,1 Z :: \ 'I ', ,f 1 i .. , ROOF OVERHANG ; i i I 1 Ok 4 ' . ,u, (TYP) ,, 1•„inr ZD ,7 - 1 1 ' III \ N, ''''' \ . i 1(TYHD) 0-. 0 1 i ii.!„---1-1. .L EXTG TRF '......... .--i 1 11 LO / EXTG NG- SS/EGRESS 5,5 , (.-5 if:,§H.J': > i'''s ' #9 TO RE AIN 5 ,23i,._ co i * 1,1 \ se,s, k:-7,..:::,- --tz..--a,-,„--.L.„L., 1.., ,, ,„z_---.,:\\ ' g" ,------ 1 , „z 1 „,-- \ i ill ,„IX:5 i ---- 1 't. CURB , ( \...' - 11 , i ,-,, n ,..._.•: _ _ .,..,ii ,r q 4 \ NN cC\ES$ EASEMENT ,./\ EXISTING 7 , - , .. . , NY ' • , 1, .r•,..,,, ,43,- ------r- -- / 1! ) I r 11..*c (TYP) INIIII" 4, • . \ ss 7 \ BUILDING ',..., 2,/ • \ It ii, ! 11 , \ N, ,,,,\\ 7 \ ' i 4 „I ,,, , ., , ,, , , __......__ , ,./." 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TO B- REMOVED „ „ •-/// 47:'-''':'•„:,4„-,1,,,./ i , .•-• 5,, , t,„ \-,i re,-*,"-- ..., / ii - 1 . \ \ <s, I \• z i EXTG 'is 4 4 • /' EXTG TREE#6 P- ) 11 „„.-/' 11 1 \ \ N ,7>c, \\,,, ci) co cv 5 I I i 1 1 , / __,.. _ SIDEWALK"' TO BE REMOVED ..- 1 ! 11 -3715' 11 :e• i * iiiii \ \ \ 7' 4 f I , • ."-•••••••, / `‘,I '--EXTG ASPHALT l' 4 '/ i i ....,. ,, .11 EXTG STORM I \ ?<,,,,, ! i / .„. , 1 " PARKING LOT \ -„,„.....„,„, 1/4 4 EXTG •, i CONTROL STRUCTURE Z \\EXTG 60"0 , I ,,, 0:1, co 1 CATCH BASIN --7------- ,,, , 1 F ••'.1 \ \ EXISTING '§TORM DETENTION, Is, ---,, ci ( \ 1 1 '': -„........„ I /1 / LI / 11 \ BUILDING 7 IDIPE i \\.,,,, `4',N1 ; 1 co 0, • . 1 ,/ / \ o H • • —ST — / \ 4.'1 1 ,-/ . c, ./ 1 . ; I 0 7 ... \ \ V . \ \ 7 , .,,,, , , 1 / '5. , ,,,. „,. ' i " / f f N 1‘4''.7-%. a EXTG IRRIGATION 1 i 1 ,,/ \ /. ,• ; „,,,, / , ,.„ --,,-,, ''';• ,.,,„ , \ \ 7 . ..,,, 7-•- „,„, ...., 1 ! CONTROk.pOX : i V 7f; ' •-,-STOP: ..e. 5:,..„ \ , ' FXTG SITE ,, ,,.,1 :' ,/ ES§/EGRSS,1 11'1 LU 1z \ \ .7 i / ; 1 . , i , . .:: „.,...„ \ ii , :1ST—I—Hsi : ; i ; 1 ; I . I\ ; . ; SIGN : : . - ,..- i a 1 / / EASE NT , 1 \, „. / 7 N <\,i \j <,:,. ! : A :,,..5,. 5 , 1 i ,, 1 \ ,,,,,7 EXTG STM / a ..:., , :i 5 ' ! Fr----1 sr-----__: 1 . 1 / ,,, EXTG unrry EXTG BUS 1‘,„.. \ 1 . ,•• , / • , 7• /•• ,,., , / ev \ CONTROL/MANHOLE , _ . -:•-- .: , a - --.-- f , , : 1 ! 1- ;51'f-__ , . 1 ST --,1_,' POLE ..,_ ,„_ ; • -- ,,„"/ , Ce \ i •, e , 1) --,..„^,.\,, / ;,,,,/ ,,„r --/, ,.-- i f ! 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C1111) Z ; 1,'' ''', ' EXTG LAND CAPE .:,..,:,,,:,.„:„..,,, 6, 9 \ , , EXTG , .. , -•,. 4 EXTG\"PUBLIC s‘..) , , ii.....° o • , „ ..-•,,,,...,„:„., . -..„ CP \\ \ \\K 'c"),P CONTROL VAU/ 1 w o, 0 .., - eN ••••:•-"-- .1.,— •?, AREA r.).1 (.9 ..,,, ...)c), LANDSCAPE AREA x - 0 •-•, . , , ,,..,...,„.„)...? in , r3 1 ' STORA9E" SIGN \ , \ ui Eii , \ . x- LLJ ,..„, ''',71,),0) / \ .....1---kc-———-——---- --"r--- - - '''Cj, ', F- t. , 1 \ \ 1 \'' \ VD \ X -_-_- au. u j ce ,...., ? b < ' E TG CURB ,,..„ . , Ati : ' cep C', up -I a) t., - ta,, -, , , \LU au ',.. EXTG FIRE ,, „\ 5 5 • 0 EXTG SIGN'AL \ 0 \ , 'HYDRANT 01.1. \ , , , \ / ‘s.-- ( ' P) 0 \ , , , , k ,. POLE \ , , <te 1 -1,-; \ u... Z ci \ \ \ \ , V' — \ ''''-, \ \ \ 1 n \ \ \ Li4)'''''' SVV PACIFIC, HIGHWAY , . . , , e' \.„ ,, / , \ , , ‘ N . . , :•,. i e i ,, i ; Z CZ i'z 1 ‘,.ff ---------4----,---- 4-4- , i "*.-461---------'' ...'' \ 1, / , , ,,, , , ,.., i / / .....1 0 g ,..... ,./ii / .., , 4--4 1 . Cle MUM / ! t \\----t 7/ / , ! ' i / / / / 1 CO LL 1 / i .;,/ : / i i.... / , / \ 1,/ / \,1' / i / / 8 N / .,,,v,, A / „l. , ( , ‘,/ EXTG SIGNAL / ,, / i i ‘ /..,* /7 LOOP / .. ,.,„„:„._ i ,,,- / , i 1-- 0 ,,,. ‘ / 1 / / Y \', /4' / .....5.:.:..„'::,/„/ // /7" //,/,,,._7//, //...___ ___.1 //,, // / / // . / // 7 1 '5 ----A: '.. / / '' \\----- . i- _____,....._____ / Z LL1i / , / ‘ , / 0 ‘', i -----11 .. / : / / / ,/ / / 2 C.) / , / < 1 / / / ct, / „,,,„...„,-„„_,"„=„--zs=======,=,, \ __________L_—...=-,-*---- -----------==.,---- ,----=,......,...,,,..,==.,=,, ========-..-„,_,..-....--=,=-,--_========-,,,,,,,,....,_==========_-=-_,,,,,,,,,,============-........,,-.--_-,===,,===,==..--,-.=.--=.--=.== c\i ; ' In V! I / / , ,,,;.,,,,,,,,,, r--- '\ \ \ \ \ \ \ ',, . \ 0 = z., •• / / , , \ ... .,. \ ' \ \ , . , . ., \ \ „------, \ \ Z . "'.(c / , , 9 ,./ , \ / / _____—__, I, ,, _______1_ LL1 0 / _____ - - / ,-/-, \ 4,,, _.....„-•••-—r— ,,, ,-;--,..--s\--- - , j _-- 1 / '.1:'' \, i -____ , ,_.. 1 ‘ 1"'"" )„,' : ...- . 0 —---- \.,..›..."-.-,-44 \ ) \ ) ‘-, , t a \ 1 i i 1 ,; r -1 o 1 I \ 1 I \ -1----------------- \ .._.„..._._ Cn CO ST- _ _ -- - ; --- ---- --- / \ / , / ,/ \ n ICC 'st ---•---- 11'7.\'‘■,„ -------1-- 1.., ----, -- ---- 7 / \ / 1- \ „./., ' 1 w \ / / (NI 1 ' " tt /_-----7-----T **Th, ___I.--- ---- , 1 1 ,..., __,- \ , \ / 6 —,,, ,,,,,,,,L-----7- J.- , , /I I * \ / \ / \s,.- 1 \ -/ — ' 1 ,, 1, 1 ,1 ,,,...,... „,-, --- , di ., //1 —Is IS t-',6°, /\,:,,, ----- -- ij (If / \ 1 / DESIGNED: c) \ ---, k . . 1/7 it 1'c\i ,* " : \ 1 KMO '‘.‘, i 0 1‘), ' ) t 1 li , DRAWN: in ‘ \ ( ---SA -- PRELIMINARY CADD co SUBJECT TO AGENCY REVIEW 7-5 2 NOT FOR CONSTRUCTION CHECKED: a_ SWG '(----/3 c,o - Extg Linetype Legend SCALE: ..... T - Extg Sanitary Sewer Pipe SA SA SA <0 PROPeA, H: 1"=20' 0 GrAG I NCI, V: N/A •iii - Extg Storm Sewer Pipe .---ST ' ST- ST ,. ... X.' ''''Y g 79719PE JUNE 2010 117 Extg Water Pipe —w --w — w - . w — i5 Extg Cable Tv Line --iv- iv --iv - - 1.--- 3050 03 o 6 , Extg Electric Line — OREGON A r, SHEET 15 n 0 CO ..- 0) Extg Telephone Line —T- -T—*T T - 0 0.. RENEWS: JULY 1, 2011 C 2 1 0 w . . q KEY NOTES \ \ \ 7 \ \ BUILDING&PAVING E V \\ \ 0 Pipe guard-see detail 16/C7.1 N o \ 7 V \ 7. EXISTING 7'` 7 0 Dumpster layout-see details sheet C7.1\ 7\ 7 , , BUILDING �, \ 7 0 Pipe guard at service door-see dtail 15/C7.1 ° co(0 } ,� �" ® Not Used s g\ , �� \`'/ Concrete light pole base-see detail 13/C7.1 0 N rn �, 7 83 � Aim light fixture in direction as indicated_ o 8 o M o 2 o co co o co c , - ._____/,,, \\ © Not Used M > M M �' ,� �� "" 0 Concrete curbing see detail 1/C7.1 and in 7 EXISTING ,."� � *5 - .M ` 0 BUILDING , _ ,- .. ..., .._..__.__.________ • I x "" ® Not Used \ °°' V"` * ii .- ,,, 9 Heavy Duty Cement Concrete Paving-see detail 4/C7.1. o° \ Expansion and Control joints-see details 21 &22/C7.1_ ;, \ .�°7 \ ilj o " „�-�- �~� Maximum spacing for control joints is 15'O.C.each way.\ q ,. �a'" `" N33 1517E 68.00 �� „��- {� �,-7 * See Geotechnical Report for additional information. a 17.5 I f * 0. oi 1 g Q:' i 10 Light Duty Cement Concrete paving-see detail 4/C7.1. o N 1P / Expansion and Control joints-see details 21 &22/C7.1_ EXTG CHAIN PROPERTY ': -) - Maximum spacing for control joints is 15'O_C_each way. LINK FENCE LINE (TYP) ,-"�5'`` (1) ' � �`„�� a, ,,, P `� ,,- .� 11 Not Used a �` ``�__ 'q�°�� 6 ° , EXTG FIRE „ `a d' `��? ,F' 2 HYDRANT 12 6-0 long concrete wheel stop pinned to pavement(typ). , �• _ m. .�_„ m�-- m: , • .” 33°1517"E 81.2_ �. ,, - t - _ _ .._ _._._ _ :.. K� N II\ ,` e of curb or sidewalk_ ? eLEii 19 �M_- - 9 %Awl 95 + 13 ite(typ). v 7 1 14 4"wide diagonal stripes painted white at 2 ft.O.C. fib ,c 61 Ki8 w. �' 5-5 �£o s- ,c� - 15 Handicap parking sign-see detail 12/C7.1 Eo 12' 6' '18. ' ;µ .ry4� � 3 � 21 g 17.5' � -5 N O 0 ® (1) _ 16 Concrete sidewalk see detail 20&28/C7.1 - O %3 for sidewalks around building - 624' _._ PROPOSED _ �� , ,,,,,,y 17 Accessible Ramp-See detail 19/C7.1 -Max.slope I -_M.�� o , 1:12 (8.33%), Max.cross sio a 1:50(2.00%) ..: w . n AU TOZO N E BUILDING ti °# Truncated dome to be a contrasting color. 041 :I. ': :..�I._ ._.; ;,., w 1$ New landscape area-See sheet L2.0 for additional b S Feet 6,786 I• gt information I i\---- '` € ;' Slope grade from back of curb down to match v 0, i..4 i\ '� _ _ , , the existing grade at the property line \ \ 0 2.5 VEHICLE ,, , :6° mow• if) \ \ EXISTING v -- �.,qu v OVERHANG2' 20 Construct AutoZone sign_ Sheet sheet SN1 of the MINI STORAGE \ BUILDING �-' ��, �!, .° ,_°�. .. building plans for details. Nall \ ,, ,�, a� �-�" .._�. �$ f'" `1" _ L Loading Area slope at max.2-1/2%away from building. \ \ \ �R E0 1' 1 6' I {_ - 21 \/ `\ , „, m ,, :: 1 T 45 (E■ cr) Accessible parking stalls_See details 6&7/C7.1 Clel) INGRESS/EGRESS `a , 33 \"„\-7-2 ,,- crr 3 ''— 4 i 23 Bicycle Rack-see detail on sheet C7.0 \ ACCESS EASEMENT ,Q O III u'� 18 11 k .� < : ,�� ti , `\ ��, Keystone Retaining Wall System-see details on sheet C7.0 0 . _,..... ___ , ,7° Q' , ! 4 Contractor shall construct the wall per manufacturer �-” `a, ` 9' 3 18 recommendations and details_ p �'c` 37.75 EXISTING -. ,. I ' J __tel BUILDING \ 19`' �` rki 107 •l 43 gyp)7 _i . a~ 'P COMMERCIAURETAIL Za',�-` �� EASE ENT.. N u v tO iD, '"V"/ 41> \ -7 ri co 1 30 I ilt It /-..—A 0 ii <::q 18 T ' _0000! t -+., -.► ■ 0 to 0 M ' o i t--- 37.75 o.• . . 38_ .. N,d' { ZS } } i 1 : f \ S (in 1 j _ _w.___.. EXTG 12' R.O_W_} �_ O I-- _-__._._.- ._________i___.____..__..______... ___...__..______________..�. O DRIVEWAY DEDICATII }, N p z DRIVEWAY in 5} \ _________ _________ _____w __ ____�_.� w m EXTG FIRE £ = w HYDRANT S g Z iCz:1 F SW PACIFIC HIGHWAY F = } q. NOMA te"" {} (PUBLIC—ASPHALTI--------------------------------- MIME E ➢ 9 9 } } L F ¢ , } } f OS } 1 F _______________ 9 9 } } ( q 5 i ■ ■ w LL FE=E % E 9 9 } } � 5 a. } } 10 , ,f-, :tjt MR% F... 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RETAINING WALL `` z �,. Q.. ~�` 0 I PROTECT .5CTG REMOVE--EXTG_M.a w.. ,�' REMOVE �ti i 5 /f /� LUMINAIRE ; EXTG S WALK r 3 N 141 RETAINING ALL 1 //{� ..:".. �„'2 y/et, ry U �, REMOVE EXTG t co co 3 1 �, �='` /;� m CURB i tin, `�' -� c r�, x, ii �y r ,; y `PROTECT EX G �� °; cs: N N RAIN LINK ENCE _ , _ a. I: N rato ea s / r a �w.__` '' ° I ; I / 3 HYDRANT �'�Z m�' PROTECT � _ EXTG FIRE y .-� -� `� , EXTG TREE `�_� I EXTG y Z ..,,Y,;.,_, .„.,....,. ,.. w■ .«,» ,*.- ...,-e.r1:..a+■,i. .�'r`a,�.uMM�I • sd I / ( /` '4 L Si " ... I �N N � �`y N "\ / r="-----\ N "N \ ,,, ,I t j ;- ; - — _ ►I ` M_u, _ _ ._ �..�° ..°,—3..,....d_...3I1. I I 233° :,f �\--•~-f -IIOE NNI .r;- I , -..___-,_, '1 ,,.' \ I f I� I PROTECT �/�I , PROTECT EXTG 36 O STORM \ `e,c, N 9)\ 1 ir I I . ' / r 1 f u i ,---- WN w EXTG TREFF," I DETENTION PIPE / 1 t `� �� i�l EXTG BUILDING I i __� EXTG ASPHALT \ ` F TO r; t 17_ ' ' �"�. TO BE REMOVED, r ( REMOVED r 5 EXTG CONTOUR \ `� \ I I , - I W9 (NP) \ \,,,,, f e, — \ `� I /, 11 I i \ / I -;- # 232' d `� I # < �o , \I EXTG ASPHALT i REMOVE I \ d a \`, TO BE REMOVED' ( , `\ EXTG TREES i 1y 9ry° PROPERTY �' r::':h\) I ri/Fif { f LINE� , PROTECT TO BE REMOVED CO CRETE i i PROTECT / I ( ) II I TO BE REMOVED 1 �, P` T EXTG \ EXTG TREE I I p /� 10 ;I M~" 1/811) f.b ASPHALT_ J NG SS/EGRESS f --- , m, ___ _- ► I F ....._ �.- �_..... I ;; I PROTECT EXTG INIIII ' ACCESS EASEMENT -� EXISTING ,' I ; I 11' 14,; �'° I. CURB(TYP) �� \ BUILDING i °", ', f I =.—"1:1- - rr co 4___-7, — --- --- ' "___,�{- I 231 3 \ „„F' �- ,- I I -c -�c--cam N ="I 1 1 3 7,7 '"� 1 „f �~ �,'>5( ` , rt '� �I� !`•••'� I la•1"Iii --.i r d M „t 11 ' f i I co A I I I rTh J / ii t' S` ; M \€? �� .w ... `,♦ REMOVE EXT r I Ili PROTECT • 0 \ \ REMOVE EXTG N I li �� \ �-'F /CURB (TYP) EXTG TREE =LUMINAIRE 3 t'`'' •-1.," L-1\‘‘‘‘‘j - _ z _ o ,, li'. r 4,s,X N ! ; !PROTECTS _ ... w_...._w REMOVE TREES ii /-3/_75' ill \ ,e,,,, i EXTG TREE �, / EXTG ASPHAL ' EXTG STORM ROTECT EXTG 60"Q £' co ' - TO BE REMOVE REMOVE EXTG iii I CONTROL STRUCTURE ' EXISTING N I 33 II STORM DETENTION I REMOVE PR TECT EXTG `L CATCH BASIN I \ \ BUILDING ,'PPE f, ,' EXTG CURB STORM PIPE ' --232, ," I �I � LU �'' PROTECT' ' 1 1 ( / REMOVE G / '' I 1:w I REMOVEEXTG /� / ; I, EXTG CU B �� REMOVE EXG �, CATCH ASIN \ ( - I 3 STORM PIPE { „ INGRES6/EGRES N ,� d,,., 1 e RASS I € `� I �` ACCESS EASEMENT f it Sr REMOVE w- : ; :51 \ I ��a 11 I I EXTG UTILITIES ES !�° ii F �� PROTECT EXTG STM I II isf I „,:r' . s� u, II 1 o) E \ ,CONT,ROL,M•NHOLE H -- z I I --,-sr 1. y I ! ,�' �, i4> i ;1 5c_,....... 1,,......._„*„..---E it-C.....7 ./.---',C' ...r 37 75 Icy r- _ --��r- �°.=�.=-z-� —-_ { - --^ \ 0 --r''{ 4! 'a Js b # 3` I II °',".«.,..x. " 8y.} ...... .^. �"_�" _ .....»,,."„�ec�. ,.....,. .,_ ......._......_,.....,.._.......•....•................:,,.,, .r,^' p 3 ^"^v ..„.",,.•"""°__ -„r,o ,r �,3 C /j , `^" .:`:.v^ k. ,."..�^'., _. E .,......-.. — ._- ..,, E„..•-."...-.•.^:• M wwa•xmaewoerwmx-wxxxax-ewy-q"......✓ r.wr•mes..... ..w.+ e...+ ..n.:.....se. a•.v Mr ..,. .......... Ew :5 � t Bp _ .MIIMMIIi - _. .. ... ., `•^ rte"_"."`"'".""' " °w^. ..... .W..,,.y.v........ ...... t ..§�y'•.,, ..,,,£.•. ..�.._,... y' ....,.�. ,••.•fir..""b...-"-• _,w... ......,. ,�.. ...�.., ,._.,,:. a.._.. ,.. � .,..--... ..®.... ......... r� �i 3Yi AMA, t t� �t �" �4 �d �t.., i w , * z i1¢�. f3.^µs ,�, A * ...,.........* ... m % s .,..,.,a._— 0 rn . j___ _ __rnrn____I� _ _ .__ __-.m _.._...."_,______m______...._,.....,_ :-- -e.....m.. is _ _-,.Z...,_ m _ _ _ .... / I _. REMOVE EXTG.., . • • '' ,,''j �` RELOCATE REMOVE EXTG STORM Z is 6 REMOVE EXTG f CONTROL VAULT �2 SIGN O NCR LOCATE EXTG ��, . EXTG SIGN _~ SIDEWALK PROTECT EXTG \�0R CATION CONTROL OX `'� ;` `'v `4 ° REMOVE EXTG "PUBLIC T �,, ICS STORAGE"SIGN DESFGN BUILD) W ` REMOVE REMOVE EXTG `a -�� GROUNDCOV R. �� ' ;, \ : RELOCATE EXTG N EXTG CIRB STORM PIPE 's REMOVE tit N w WATER METER w �`��` N� `; EXTG LUM E `_:. , i-\ w w JNAIRE PROTECT EXTG o PROTECT EX'CG SIGNAL POLE _ i(BY OTHERS) { `; , __d' SIRE HYDRANT Q I \ PROTECT E G s ,5. PROTE T EXTG 'R >>" "� UTILITY ,p ~,> Y d ► ITY P L ; p UTILITIES :, 'Q } o ` 6 d / Et 0 16- ill ..') . . ...«.«.._1_,, .....,..............'.... ,„,.,...,^^... ...". .. ..... w w .ne,�^'w.. . m.J . _ t_ " m3�M".wW ..» " ryn�..„,b . ,".., '_ M, w r � - "�E a e, . .rw_%"":”%.Q... . A w •.... ."- i,m w "..7 .,Y E.".." -I-- 1-.. ." __.... .. "7.. w. � 7.-:::: :. " . . -_+o..-:,'.-.,...-,...,w.,7:77-w} ., ..7 U. , * / A, / o f SW PACIFIC HIGHWAY { z < 0 ...,... f s i � EXTG SIGNAL /- ' s LOOP f � ,` C)o � / f f Q.i / / / / f , /i { W_ I / / i 6 '� Z _,a 1 / \ ,/ / /1 1,-, / / iii / / i '/ \ , ` / / ` ---_ _ - ` , k - ..M.. _ ' . . _ ._ �. , w ____==` .". , ._—====_ m_ ._ __:..._ _._. .--' __ __=._„7 2-..-.=.--. .,,,,:77.. __=_. -_ m N — CO / .,, \ �,-::Ctr” ➢ \0 / / -S / l S LU w / / / /'/ \ r.w4 _ 2 Y". „' w F 5 9 4 a \ 10 LLI < CD CN1 .., ^ E � s � "—. .i 0 sd S }/)_zfr I � , w �:�_; ! o f s 9 t ibs 1 p�(f i 1 f \ ' /}/ o ,`w 2L:_ _- -- t{ /, 4 ki, ,z - DESIGNED: M �° 1 F; i# r KM() C E{ ` PRELIMINARY�\ r` 1 DRAWN_ M iv, `--1 I CADD ' {' `, sA SUBJECT TO AGENCY REVIEW a`_ f Extg Linetype Legend NOT FOR CONSTRUCTION CHECKED: n \ ' Ext Linet a Le end swG '"§- \ SCALE: 2 Extg Sanitary Sewer Pipe SA SA SA ROF H: 1"=20' 0 p G 1 NE t, V: N/A Extg Storm Sewer Pie ..�,..,ST ST - (4,1i F it w w - w .�� JUNE 2010 Extg Water Pipe 79719PE tom-- 3E 2 Extg Cable Tv Line - " o CD Extg Electric Line a Extg as Line 0 ,,OREGON A O SHEET M 9 Extg Telephone Line T T T T 10 1 a_ RENEWS: JULY 1, 2011 C3.O di \ \ \ . \ \ \ \ \ \ \ t, \ \ \ \ \ \ \ ,,- E /' \ \ \ \ ''$ V \ \ \ \ \\... N- CV 0 Ci. 7 \ \ 0) V \ CV 2 7 \ \ \ \\,..7';'''')--- vs' 4. th to a) c \ v \ ..,•-\ \ _,. \EXISTING 7 \ ,/,,,, co -(7-, 7 \ 15 0) X CD ,,,o \ 7 \ ,/''' .7 i ,,,,,, .,,,,, \ 7 \ V,- 2 < 4:g -6' ,.-,,,-. y .c\ \ 7 \ BUILDING v ,-,-- (73 CO LO fs- -c v * \\,,,,,, \--y \ v 77.(44 Lo a) "I CO > 1 # I , 2\) V 7 V 7 V 7" "" 2* ' ,7 li ,„, it ‘ . , __S *\\ \‘ N,N NN \:\ \ ' \ sr , ,,..,,. - . ...,,,S., ..,,.. EXTG CHAIN - - „. \,-'v ,--- ,--T--- 2-------- _ ____„- ---- -- 8 Fo) S1 St) le" 0 C c, C.,) C3 0 0 CO CO 0 C0 -.6 C,) > CO in ,7 7 ,v LINK GATE ---- \ ----- '"----- 7 7 ) \\\ ...„---- 12Th Sc ale 1 " — 20' ,,,7 ,7 .4, ,.. \ ,., „ , .___-- ;5-- ----- .....„-- ,....,---...„ v v ..„„ , ,,,,,_ ) \ \ ...„, ,- .„...._ --;<---- \ ------- ?: , 7:, ....._.\,„ _. „--- -------- 20 10 0 20 40 60 /( .'", EXISTING 7"-. <S, .....-'''m' ..-'''''' j) 7 .,..^^ ..------- wmm:?';!:=11■:,a9:1:f:Fwmm,PF,'7.0:rorlommommo.,...--,:-.-, --:,-..:,,,,,,,,,,,,,,,,...- \ BUILDING 7 / * ..------- „------- v \\,-,P;;.-51--:'F--- SAWCUT LINE„---- 3 i \ 7 \ y .....„\ _____ / PROTECT EXTG 0 / ___.--- \ y ,,/t z' .1 __„---__ I JTYP) ,------ (.3 / / \ 7 RETAINING WALL a , // --------- -.-----**-' a \ v \ 7 /,, . , / i --m- a) /1?) 7 1. , i , ,,,). / 4 4 -------- M I 03 s\.,'" „,,... -., __,,,,/ 40 ,,,, cV ,-,.------ „,,,,-- M 11--- 0 (AS REMOVE-EXTG / / REMOVE * (1, „,-- 0 / PROTECT ...XTG / / 1 17-----1- Yir---- ' 7------ u ,.. EXTG S io WALK ,,,,1 (0''' ni. 'A,-?!.1/4- 13' 7,-, RETAINING , ALL i ,..,/ LUMINAIRE co ------ ----;.1 z - t'r, ii / / 2. 0 rr, V (1) , \ ri? 1 ,----- ,, , '\ /." •■■ ,J 1 ,,--,"'----, 0 , , -3). (I) fin a REMOVE EXTG , , /11' n, CV \\./ •P \ xi \ N , , .--\\ 2 0 4:1 , ‘ EXTG FIRE tvx 0 ril .-- ) ,1\ 4 // .4: 11 / / /* „. CURB \PROTECT EXTG / / i , i ,,„ ' ,.) , \ ,,, \ ji ' \ 0 ! ) ,, / : , ,,, 7 7 5. -4 c '`,„ PROTECT HAIN LINK . ENCE / 4,4 ,,..„ ,„,,. v---, EXTG TREE _ _,__„. .,.. .., /0,a....4 i...■ .." '......"...jl.''....'46 ""*'," ,. /:" ".,'' '. 1,, ''''' '"'"'''''''''''''' lit/ il 9/-4 , c Po-z...... 0 4 53 was ft i / 0 ) / HYDRANT ,,sN / -Ak '-illi.,. / i / - ---\ ,. N N. ' ST- ,, \„.,... 1 II LioNDSCAPIN ,\L/I , * I 1 \,.. ,,,, 0 7 4, N " - "'.= ---- : t '----y 213 \ N "N r, -----;-,---- - --,---- ,-- _ -10 - •g-------- El--.'EL----Ei=---EL—e_ ____Ei- _ ---L\-*E----1:-1 - h 3----3-----3--------3---_34,___REiviovE „.././..,,233--- ./ \ 1 1 , 1 / i: .! ., ........ 1 \\ 4-- -1---- \ \N "N \ I iii ) il ,--' ,,,,,.,.. 1 1 -711 1 \ <5‘ ••', V ,._ .41 1 f \ \ iI; , PROTECT / 0 1 1_.... 4 _ _____pi.fr.„./ PROTECT EXTG 36"0 STORM N 'N I PI\ I / / / I til 1 (---- - ‘ EXTG TREE, r i f : DETENTION PIPE <S, N / f t IL J t \ f -- / 1 . ,, ‘i rs' 1 \ imil i „\ ., // \ N 4 1 r.,,J) \,„ ,i: ./ , i , I . --.., ft N ' \ i EXTG1ASPHALT IRR EXTG BUILDING I \ / J, 17_5' 4" '''' EXTG CONTOUR NN, K 'N‘,,,, 1 1 ,, 1 TO BE/REMOVED r 1 I TO BE REMOVED I 1 ' 14; / \ i ,.., 4 •-• „,,s, .. ; 1 I rsT i . (TYP) N, '''''\-, I \ 1 1 : e• 1 w x I . N - 1 1 .., / 11// \ \4 N. VI \ I —,-- I \ N 'N 1 1 1 i / n 1 1 1 i 1 EXTG ASPHALT ! : , ,,,„,(2., 31; -4 i / .100),...:-:,,.... ,,,ouf i /L., a - , \ \ .4. REMOVE 1 i 1 ,4\ ,,,R a I \ I TO BE REMOVED. I J -I' i ..., \ \ N '''',.\\, EXTG TREES -- I i i .i , , \ -4\ i \,, 1, EXTG BUILDING EXTG SIDEWALK I \EXTG I /4(41 \ N'N "N \ii i"--‘ 4, 1 19 1 il TO BE REMOVED TO BE REMOVED I _ ' il i II PROTECT 4 // i ' 1/ L) INE (TYP) CONCRETE • ors' ' tow) \ \ ,e,, N PROTECT 1 , , i 4 1 11 .1 g PATIO • ii - -- \ , \ \ N, ::N< EXTG TREE \ 1 , Po\ , , 1 A ASPHALT I 4ji / \ \ \ -, \ \ N ■ I 140-1__ _L , \ i ) , / 5,' 5///1 \ \ N ,,,, \ \,,,.... . . . , _I ,,,, _____ „ , . _ _ _ PROTECT EXTG / NG- SS/EGRESS ...., 1 _ ___ _ _,..7..7,7 A 1 11 INN. \ \ \ .4: ;- =":"-. 7- ' -•=.--.=,---:"..-_---= ...,=.- a 1 0 g __ill-\--- _.... _. 1 , . , , .4.r; i i w ,„..- il - CURB (TYP) \.\\, ArACESS EASEMENT "N. EXISTING 7 . ..„„ \ ------ Ani--„.„, 1 , , ___23A- -- 4 4 \ \ \ 0 * 1 ______ / 11 ) 1i 1 11,14_, (41) \ \ \ ,,,, \ \ BUILDING ,„d::4.17' ',, LG-> ) ,„,,,,' 11 ,/,'''' ja . 1 \ -1- .,....-,- -- IT---- ---1\-- - -1;---.7.7%.;%-71 1 / N ‘14‘ 7- \ , , °N,: -- >, _,,,,.,, _-__, 1 i Itill g . -11- ----------.---- -L--L 4 L '- I -1 -[..ti`... 1,...2x2'-‘'--) 1 14 fr \ \ \ •i„s, )zie” \ 7 , ,-- i „„.--cr-- / i ■ , ,,, -, , ir .,,, iN„ i t .11 ii \ \ NN, ,,,( i I I (4 \"' i 3 o I 1 \ ' I , : ‘`.`,1 I , /// i / 1: 1 N. t /, i 1!1 /1 ,0 -li I ,,' ' I' • \ \ 4 .,,,,:•:„." I 0) n II a, \ sl I i i*\\*1 (Th // -- -----7- ' 40 ) 4 4' ill /''PROTECT 4;4/ \ 11 ‘."- \ \ \ N "s..\\,. \/".711 ;":' ii c.v i cv i , 1 / % k' 4/II, 7 ;---,------I-------.--- 0,----4-------1-\\,\-1--- ---9.--1" '- I\ p, .1 ,E.- • ' ///\ / REMOVE EXTG i / , \ .1 / \ \ \ N -(\i‘ ,/ 1 4 \--9 k. 4.1 I I --‘.,_,111 /7 \ L\‘;`i \.......„.,', . / URB (TYP) / ! : 1 i .. -4---- EXTG TREE \ \ \ N, N , 1 ''''' '''':..ti‘ \ \ \ S / I REMOVE EX1TG \,..." ,LUMINAIRE 1 1 ' /4; ' / o,-- • 11 1 \ \ \ .">N4 N (a 1 1 I .--- -_--- z,/ REMOVE ' -1 .-i I i PROTECT/ I 1 / EXTG ____ „.....„ EXTG TREES / • 11 /-37.75' \ \ \ ,--' N./ i „.-' ASPHAL1 ,/// - , i :I' EXTG STORM \ \ PROTECT EXTG 60"0 ,e4, 'T" N 1 '<*s' I EXTG TR E ‘01 1 , i w f ebv//,„ TO BE REMOVE REMOVE EXTG ; - 1 ,, Pi 4 '-'1 1 \ CONTROL STRUCTURE c7 REMOyE PROTECT• EXTG 47-1 1, /-- --- CATCH BASIN * / „j_ , \ \ EXISTING STORM DETENTION * / A / -232_, _Xi-- ST- 11-4,-i \ \ BUILDING 'PIPE . , EXTG CURB ST i RM PIPE Ai- -. <// , \ \ v : PROTECT! ,e4- Nii i i ',V 1 I REMOVE EXM 4 ''' REMOVE-EXTG ......-:__-_- -- I ill . SC' ------1 11 fil ST- i ,i1 / * Til 1 - \ LU \ \ _..„, , , ,,, , / , ...„. f EXTG CU'B \N ! •.„.,.-----,-----„,,,, ' REMOVE EX1'G I I CATC,FI/BASIN ,,421N STORM PIPE --- , / / ;0 INGRE ./EGRES'S 1/•• \ , 1 \\N„.. it \ \ .,-- ( . , . \ . ,...,,sec.„,-•Tii 1 t ; REMOVE<,,, / / /11 ACCESS ASEMENJ v . I II -------IT--4 " 1 \ EXTG UTILMES ; . 4. - \ ,,,,,,y PROTECT EX,G STM ii ,.1,‘\‘ is.j 0 , . i \ . ,,,/' : \„... 1 . sl „.., ccb --,--v II \ C0NTROL/M NHOLE it ----, ' zi i 1 i , , . ST--__ v., t --‹ /7 LI.--c'''':—/I/ / / '9, ,,, ii ; I ... H.. I ts..., ' 17/ / 1 ' 'H----- \ ,, ,, , .,,,. ,, -..-,,,,,, / ,,, ,,,i /.1 1: ; ./.....i ,-- . .,, '7"---.1.—sT .----er.-----••,..st........z—z. \ g" . • , i i . . • 1 sl ..._ _....s.s „,),,,,,, ,, , .;.. , r / i \ ,,,,, / s i : . : i : 4,, 1 ' _A____ -_'_/=---,E 11 / i . ......._ 1 , 0 , . —. _.:-...ms,=-=.,....,__ , x .',... 1 "' ----7 sr . _,.. ,_„,a .,- -=-=:w..---.-- 5-:- =-..-----=-,-.J.J e / 1 ///- 4 -----... , \ tY. c \ 37_75' ' 1;1 riz= ---_- - ., i — ____ _ \ --- .ii , p <,), ,4;, ,,,, In i 11 I 1 1 1 - / 1 . X kt 1 , . 0 11 1 <::/-). 1111.111111 ._. '-1 — 9----a4 )*,,_,,,,,„,„„.,...,_„,,,,,,, 77,„......,"' _ 7_,. LT:: ,a.: _1=71. ..7 ::,., _.: ,., ,,,,.,,0 , m m _ m'''',.' ,7_,1"..... m ,-. m / _,...m,-,---"" m m mo_ --t- :iireilee_:.... oiii_ x.--..7,-m -E- ---t: ;)111.i,„_.,HE:;.),--- :;,,,LT a, E E , .„......_E_,_.,,,,,E_iom,..1,i;h_..0._:.....i, . E1.,‘,)3,;, ,,, E.. 7-14 zm_o_ E,,,.±E...„ -E----5 E-------E-----E---E--- ---y, IS CO Z .7--=======.i-,-.---_:===-_---/_-:-/==1=a____,..,:_/_________________„. _ __ ===== ===-_,_----__=-P====,,,-71,.-_‘======== - --(--==---_-= \:: • -L\s---------====,..='_‘t.--/-__=========,--,-.-• n_ _======.A.L...„..„===== ====.7i====. = ...===.?_,..7„. ..,.....wEivi...b.v_t_Exto_..„,,,,f_-_- ___„,,,,===,.....„.„.„..ff. j...s REMOVE EXTG STORM , I \ \ \„. \ \ \ N. ,.... 0 6 \ ''`'.2,9 \ (9 I \ , \ , \RELOCATE EXTG \ \ 4, / (!) \ ,REMOVE EXTG RELOCATE •\,)[ \ EXTG SIGN CONTROL VAUkT 'N.D,„ -,„ ' \ IDEWALK „,.. 4 ‘"?.? I \ ', 0. • •REMOVE EXTG ,,, -,„ 14 PROTECT EXTG v?.? \IRRIGATION CONTROL\BX V \,,, ,, v) 1 \, . S. \ V3 ...I ,1 C "PUBLIC STORAGE"SIGN (9. (DESIGN BUILD) 4., \ REMOVE EXTG , ‘„,,, ',.,„„,„ 57. . ., GROUNDCOV R va ‘,) . . \ REMOVE „„ \ CP , \ / .\,a STORM PIPE \s„ REMOVE \ , ,, , . • \ , EXTG CURB 0 '1,•,, .,. , 'S ‘ \ RELOCATE EXTG 0, `„, EXTG LUMJNAIRE \ , , `i;') WATER METER 1 tr \ PROTECT EXTG \ , , Z fil 0 . ., , Lai 'i,.) w PROTECT EXG ‘ -4 \ 0) \ IRE HYDRANT , . . -,c, Lo ‘ (BY OTHERS) / (t. \ S. •, ' I \ \ SIGNAL POLE \ It ‘ , ., ., . • , PROTE T EXTG I \ , • „ ‘ __ ‘\ __„,, PROTECT EXTG ' , , . ., , , , < __ I \ \ , \ \ \ . 1" '''' \ UTI L I TY P LE _ -:-S, , - \ — . . \ i , \ \ UTILITIES CD---* -, -; , \ _ ,,,,,,,/ ) . ...._ , i , ) / i / / , , , 1 j /5". \ ''—' / ' / / i / 1 #' ,,,__, ; //' # it / , / / / LL / / , / / I I / ‘ il /// / / ,/ 5 LL NI 0 / / / / A, / /SW PACIFIC HIGHWAY /' , , / , ,' / ' / i iii / i / ,/ , / / if A , / i i , if , / , , 4, EXTG SIGNAL / 1 / / // /5 ...1 5 8 /*/ i / / / / LOOP /2 / i / / / / , CL / / \ ; . / / / / / / Z I.., 1.1 f / / , 5 , . / . -&-, \ ,,' , , ,, / „ ‘ / / / ,.. / , / , y 1 // / \ //- ..,,,,._.:„...._::::_. ::./.,,..„„s_,I, ,-;:: :211'll,„,_ '., 7.7-7:771.77. :- 771 0 I-- — / / / / / / / , -ct- i \ I / / / 1 ..... = gii. / ,./://' ----\====== ,,,--.7=======.,.=... .,_7,-=f....--..,====:.....,...-..„=======..:_.„-_,,=,-„=.F--..„....._--======„.,..-_,-,....-.,..--_----._.-======= =,.....,,,=.,...-======= -,- \ \ ......1 4r \ r . , 66 ,, 0 / / , , .7 / ., \ \ LU \ 1 / / ' \ \ , ____\...„..,,,,„..,.., __ __,-,_ , -----, / \ i / / / __..,_,,,,,,_ \ .,,, -,,^ -..'"•'7;7--,:::,-,---r-'‘K:\ Cit.7 1,Z7 7.'''\- --7.- --- \ 0 <•.' )d, '\ -1---..-- "----). • --1-- ---- i 1.-. ..]- / --- ---- - --- "----- ---\---------...._,„„ <IC , , , Cn 0 vq/ ,,,,,, ( .---1-'----- i ;--------,--- .... i 4,,, t / / /P----...., 3 ,-, : .,. ......._ C\I --.4.C.-4., \ \ ,--_,' i \ CI 'I" ST ST y ST i „ / \ 1 1 * \ // if \ • i / i '. C\J '17),, ----- ---- ---- --__.- -C3 -----1:-. / -, f- ----'---- 4-- --- i , ‘••••,,,, __„,/ \ / \ /1 \ / \ ', / y _ , , / s.,... __, DESIGNED: ''' \z,/,-/- -- 1 g i Ls IS a`,0‘) " i 1 KM° 4:25. \\ - -c- --;--- * 1, i % 1 ill / cti 1,, I 0 Cin D v t\ „ I \ PRELIMINARY DRAWN:D N : —sA — SUBJECT TO AGENCY REVIEW 0 CO ‘‘ '-6 4 -c NOT FOR CONSTRUCTION CHECKED: 2 SWG a. \ cn Extg Linetype Legend SCALE: - \ -.-- 0,t1 PROptil_ H: 1"=20' Extg Sanitary Sewer Pipe SA SA 'SA V: N/A a Extg Storm Sewer Pipe ST ST ST _ CO JUNE 2010 c Extg Water Pipe -w . w w —w - 3050 ii '-6 Extg Cable Tv Line co Extg Electric Line E-E E -E- SHEET Lo Extg Gas Line G G G G l '5:.. ,.::,o7‘4\9RG7IE1:94:3:Nitr,:°*: co Extg Telephone Line T- -T T -T (1) 0 . a) RENEWS: JULY 1, 2011 C3.0 cii- \ \ , \ . \ 4. \ „, \ \ \ \ \ \ \ \ \ \ \ ,t, \ \ \ \ § \ \ \ , , \ . 7 \ \ \ N t, \ 6\1'- 7 7 \ ` \ ` C 1-:\ __ _ES \ 7 \ "_\ EXISTING ,,-. - " \ 7 \ BUILDING 7_ vs�. t/5` < co o co -v ,,,, , \ v y co �n ti - 7 s' V r »M,- 235--. ...-. 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'” \ \ a wf s ,4y� ,,, 1 7 7 , ,✓/: ` *G *C9 M ...w.,.»^'""" ..•�... .w,w"".»-- ° ��°�`Jd/ y mop ti� v INL °PROTECTION !► _ ,° / 3y(2 :N�- _ 59 C A fRUCTIO(' ----- _ ,./ TYPE 1 (TYP) f' -cG1,(3 235. ,,� ebpf9 1.,,r>1,2:3(3., „i - 'y°-`°y \ i EXTG CHIN 2n1 , ,� -, ,_ _ _ _�SA UT LINE LINK FENCE �` �`o 0 °� (P ,_. ,-„, .� - •rwils�lwi uir-4w1. it�. 7 .CH EXTG a g V O r q / ! :: t;rRefa 410 is∎w�sllr�t ^# # to ' y15 ti iAV'T(TP) c I i ,,..,___.,./ \ Et' G 1:•5 ept, i ...�w�€t•,`� i N s F _ ii..,;..:w.:,.r.c ,.:,:'t :,.::.,A .-... .r -: :<.°:..r�!� y.+ ,�f�fl+IWVI' .., r / Q Y- . i'l\,„ , ,,�' 36� 1 6 ii 236 , ., ' , e5 �, ': • 3. . ..,, I '� 23 �� 2 FG ,� 6232 'f • �, of CURB 3 M; N : '(G233596 b- 6� M . 2$ : 233 66 Irf SCUPPER G 3 G 1” EXTG CONTOUR r 3 �. 2 , 23 ,; ,a �, Nr FG2 '► € FG2 �GZ 3y�'� ; ftG i 1 -- FG Op /f,, (TYP) FINISHED M a FG2 i � 2`�` 66 , GRADE CONTOUR N `' r 6 ` ,,, G23 233 1 ,/ * N. - (TYP) a� ".. f 16 et 23°`6,x' 1 . 0 i 22 16 G �`` 61 3`Z 5 F \ \. ` . / PROPOSED *cG 235' ;� FG2 l 2 '3 3 ° �� ,� 1.»,.n.b,.f G 3, . .;' � vi SEDIMENT FENCE \ N EXTG PROPERTY ' AUTOZONE , '. 22323 .. (TYP) \ \ BUILDING _` .. � � yr �� i --•-• CO LINE (TYP) ' 1 ,FG2 ,, FF 236.00� w_ \ \ \ N "N„, ( �' 16 •:. ;: . ': ” FLOW PATH /,, 1 \ \ \ 11P €_. .co � �.t , ' PROPOSED i (TYP)\ EXISTING .__�_ ,, /,' WFCURB BUILDING .^'° t / M,. 4 3 it (1t i i . el 2 3 €N °v4' �,- �,.✓'•�'" 'e ../,. .: 9 :. _ .. - �°,J° la'(/ ScI4 _:- .�„ ` ;-� 'cG € 1,CQ .. 1 < x`20 0 11 r �^ 2 n V f €& F � \ , 3 ! 2 • 3 3 3 't 1 ., \ .dr' �, q 4.: FG , FG FG �2 FG2 FG2 F X23 I' et, •\ - ..,;,..1<s, \\7:7.. „ /,�.--..- / _ �'s4._ VY' < -'• .- -9 ♦ -a"ryFy M,�. Q `.�ri!y- 't p«,�3' �i Ef bE 4.-co 0 $eb bb e.tG 7%1:34;5 6 6$6 " 2 336 3 '' - KEYSTONE } ' '," ,: G 5 1 FG 32 LANDSCAPE \ SAWCUT&MATC - G g) G ,{ 23 ' �, 2 3p'_. ., i '.. \ \ i k 3 r ;:a „ ` ' •: '- FG �'� 2 �' II RETAINING WALL \ `'EXTG PAV'T -.�" " '` '`, �5 238, f' . - /� � �s c� ,.. _� ,,,rte_ `�,�. 'y�3 EXISTING I. � ,$ s 62 l 'f° " ; * :: 1y ! k CO f/� I..„, , ST'� 21 : o g ! 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NOTES AND DETAILS_ Q (� / f J / s r f f f / ' ,' p d i / j/ f ce 0 _ Z/ 9.° V / / g F.... \ ,-..--‘,54,r' ''.. \ \ f ',..„ \ „ ,,,, , \v,E ,., , \ . ,,. \ \ \ ii- , , o ,,, w Q d / / / / 'l '- ' ; f ;a I f / ---"1 -7,77,,,,77-'''----S7— s° _ - ww a-,;„ \ , W ICC U) Cp/\/ ' "` - »... � t ..,4____. 17:)1 / P „ , .- _ 0 l 4 --_is:"... 1/ ---1;''''''>:/ et: ° / $/ , ,, / E ��, \ DESIGNED: � / � �✓r r 11 1 _ / T. 1 i I , :0S) � � k `, tq i DRAWN: N lie ,� PRELIMINARY RAW SUBJECT TO AGENCY REVIEW ® � r ih ( \----µ-- NOT FOR CONSTRUCTION CHECKED: °fit €I # (-it NI, -- SWG c - . SCALE: o Extg Linetype Legend � '� PROFF H: 1"=20' '� G 1 NE '• V. N/A if `� Extg Sanitary Sewer Pipe . SA -- w... - . .# 4� s4 �0 Extg Storm Sewer Pipe Sr - ST ST - k-/ 79719PE r'* JUNE 30 2010 cti v Extg Water Pipe -- w -w Extg Cable Tv Line w Tv Tv �, OREGON,, SHEET M Extg Electric Line -- T V. 10 0' Extg Gas Line - �, �� -° Extg Telephone Line i . -r i- �"--- d a. RENEWS: JULY 1, 2011 C4.0 w \ \\\\\\\ \ \ ,\ \ \ `, \ \ \\ \\ \ E tNi di. C �, �' \ EXISTING ,,, N \ BUILDING �' \ \ °' \ ,,, e4 - ..�� -• 1111. ,,,,x.' \ L L j .�� 235..:.. _1111._.,„ `" m , 7 00 I°,r �e� ° ma y ,,,,, \ 2 IS 44-*,/ , ,.," yp, ®--._•„„, .\\ ..-.°---- '" - ..r �v s r "1 /('''''v v'''''' fi �\ p s 71id EXISTING � a� L `.\ , \\ -� o BUILDING -° • I►--° �"� � ' // " r f � � ..,- -M \ 4! Scale 1 " 2()' ; / ROOF ' AIN ' maw 3� C�OOROrNATE DOWNSPOUT, -` ;, J ,°°" !� �. ` a 0) `, CONNECTIONS WITH SHEETS 20 10 0 20 40 60 eC - �,w , � ' 1C PLAN �� n .w J, ��. a STMCO3 A6 IN TE MECHAN AL S " R 235.50 j" �' 23`'� ' ��` i \ (N 6"-I E 233.67 1r co R=- \ Si. , .., \ \ \ o %.Hg`Yh 4 , \ \\. -77"---- vs---2\ CO CO �°" EXISTING - \ -' Q .� -•7' _ ``< BUILDING ' " "° s . (O coo o _ it i _ > , 1 S Cale 1 20 � M .M.wr � o � N � \\r °�� 235 \ o � ocho \ CD 20 10 0 20 40 60 7 '` \ APPROXIMATE LOCATION \ ° > M ° co d y� •ssi,/�i�r —r��,��a^��y��r+2' =ati F,s,-'e,Y '��-✓' '��'� it 's �� VERIFY .�"--""'"�� ..,- i /,, £ w CONTRACTOR TO ma ,d 7 '� a \\,� LOCATION AND CONNECT a. w ' °. �, 7`° 7 . '�\,\ TO EXTG SANITARY ... , - \ \ > �° EXISTING '`d ' "/ `�_� ;' SEWER PIPE- °- \ \ a BUILDING �, 7 w ______..�....__._,_.,,___� :1 : ::::FT- \ 0 4°2 / 6,--Th ../4 ,.....,,,. ..„...,...„ ..„...„ \ . 4 yl ----- fr ir ------- u 0, cb \ V \ 7 " / * \—/). / J i f f i____ ,,,""--.- \ 1147 4312 -I-- 1-----i ill Z w r �/ �' s £ / f s f i a :,:c1" 40 a® °`/ 13 ;, ' ' '\i EXTG FIRE /fl L7 . t ;_... i �� \� # ' I HYDRANT i ----v4 4.m.v^-mow,.,......�„ 3---- / S I i '''233-7 Sei 1 k 61 c \ N <I, (/I * ,I f"---1---r- ' i i ' „(0,'" ,,,.--- �� 4{r ; �, `� 1 S=Q-016 -, \/ i . \ i SANITARY SEWER SERVICE LATERAL £ MIN ,,,"/ 1---:-'1, \ 1 . ! &WATER SERVICE LINE �' @ 0 � \ � f '. COORDINATE CONNECTION TO • MIN £ ° ;i ;� .. `l. I :: ;. BUILDING WITH MECHANICAL PLANS i ' f �_ SAN CO i I / `` g f TOP 234.74 ` ,., -1/� EXTG PROPERTY �.,�w,Fm: ,�� w 3 r1 \ N LINE(TYP) Jr f { PROPOSED �2 #1 * / i -----, (110 is } AUTOZONE BUILDING : i. % ,1 ; �► ( ,,,, , , FF 236.00 :, [ T-------,) Ill li , ,,, i Nil \ �' \ EXISTING a 1` F /` * 1.1 \ '"\ BUILDING ,� # '}, 31 4 4 1 i ' CVI) , , 7 i 0:- d dd t_ 1 II iii )4,- ' \ 7 , i 1 ' , ,,, ,,, ,„,,, \ , 1:; :.. ; :. :.�: , N 111 , t 4 47 \ of 1 . \ toy 1„ , -- f .\ \ \ N N i s ` d, \ \ \ ),,,,,, ,,,,, N. c., N I / I I '-,..,,,< ,----233-am /...y,/ ,, ' II \ EXISTING \ 230 L.F NEW 1 ATER - :. w,.. ,H,,, ir- £ �,co RE + AT T! ERVICE L E ,:--- w�.. c \ \ BUILDING \ N 1 , ri i LI RRi T O CONTROL I \ '` I' 'f (BY 0 1”. E- 1 �, / Iv — `� ° 1 a•.I.BLE CHECK „b / DESIGN U i f V a -��"` I v. \ ASSEMBLY- ' ,3 fi / / * 1 Cie A � M "°' � ..Hti� . „ww wrwaw v , 1 �M •,, w. 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T*T-- -T_ -T a. w RENEWS: JULY 1 2011 C6.0 7 1/2"0 x 1/4"THICK .. STEEL PLATE W/THREE 5.2" '' 9/16"0 MOUNTING HOLES B © GENERAL NOTES -- •s Q Mr I)STORMFILTER BY CONTECH STORMWATER SOLUTIONS; PORTLAND,OR(800)548-4667;SCARBOROUGH, ME(877) TOP VIEW 2 3/8"0 SCHEDULE 40 4"0 OPENING 907-8676; LINTHICUM, MD(866)740-3318. GALVANIZED STEEL OUTLET STUB PERMANENT POOL 2)FILTERS TO BE SIPHON-ACTUATED AND SELF-CLEANING. TUBING (SEE NOTES 4*5) ELEVATION 3}STEEL STRUCTURE TO BE MANUFACTURED OF I/4 INCH STEEL PLATE. 4)STORMFILTER REQUIRES 2.3 FEET OF DROP FROM RIM TO OUTLET. INLET SHOULD NOT BE LOWER THAN OUTLET. INLET(IF cr"-"" c(%'"*". -10" 6" 5 1/4" i•;• '';• '�'"'"': Notes: 6' R 1. Install expansion Joints in the curb at a maxiimum spacing DIMENSION 4 TYPE of 20' o.c. Concrete Section A B C is x 6' I- 20'-0" CLEAR Top of wall elevation. �I1.11 111W I Treated Pine 12 See site or grading 2. Landscaping materials,grass,sod,mulch,etc. Light Duty Concrete Area 5 4 see note I"' �`'' enclosure -" 6'-e"-----8'-0"-0 -0'-0" plan shall be flush to 1 below top of curb/paving/drainage openings. Hea Dut Concrete Area 1 4 see note i�III IIIII� 2'-0" 5 1'-0" op �J y D , ( over treated _�U �_ j pine framing -�„� r r f I ii 4'x4' treated wood __= NOTE THiS DETAIL ONLY TO BE 1 Trash 1 1 Trash ( ac ° USED AS NOTED ON SITE PLAN }_• WI-IiTE p Q post at 6'-01 OC. o I NOTE: 95% Compacted subgrade, 4" typ - eumpster Dum steer MAX.s aci STRIPE _ cY (� 6_ cY� p ng ti 8" 3• 6' I.D.Steel - _i a o o 1'-0" - Post L w N 2 6�_0•� �:� �_ 5/4' x 6' treated c -�- 6" 4000 PSI conc. - ,�, pine vertical boards a Pavement paving (min) \ 1 =�11 I-i I��.1 Il .� " suace / i h • . . � � :_ � i Treated 2'x4' cor►t. � �, s-°• :' 6 - - 1,_0►, " horizonta I mailers�►= •�.;.. -- ...:.,. . / \ 6 Concrte slab 01. , o ::�! Gates. See L o "•-:. I1' 5' 11' �n �n ;18" min. _ (� `•;.�:.'� n.-�,=t1=11=1t=tt=tt=11=11=11-:It_ at: t 3" —..- sheet ', ;• . •d .*��, > t`O Q1 C`O : %:. If?11=11=11=11=11=11=11-11=11-11=11 _ _ Tio0.....;� Finished rade varies. °o o(�..:,.., 11-;1-1111 11 It 1! 11-11 II II II=1 1,_6" --.— I n ch > r) �n M 5.t 1 1 1-1 1—�i i— g- ,, See grading p a - .._wyr• :. iii= (i_f Compacted HANDICAPPED NOTE: :: • =I I r-:. ' -1 1 1=111-111- subgrade _ PAVEMENT _ 8" , , 11=l 1=1 ri—I �• 4• SYMBOL (TYP.) �'}`�` of parking concrete a • 7URN DAN 2 -p - =:.. 12 dia.hole filled with ,,,d L Compact 1 05 to 4 bottom +, \,__2_2 / p g SLAB BETWEEN " >, subgrade "�'�'� p 2 (SOLID BLUE) space WOOD POSTS. 6 L NO SCALE NO SCALE NO SCALE NO SCALE NO SCALE NO SCALE --� '-C f H L 1 CONCRETE VERTICAL CURB 4 CONCRETE PAVING SECTION 6 HANDICAP PARKING DETAIL 7 INT'L BARRIER FREE SYMBOL 8 DUMPSTER LAYOUT 9 DUMPSTER SECTION WOOD = Q. u 0 r u v Alemite 1610-BL 2' steel tube At Van Accessible Handica Si n as required a S x S x 1/S NOTE: gg draulic grease ----,, gusset late 5/4' x 6 square ed ed MOUNT CANE BOLT AND Cane bolt Add require by Local and State ordinances 13 fitting (INSIDE q guide (2) Space, q 6ID above avement iF ccess accessible for _ DE'ONL treated pine board with 1/4' GATE LATCH ALLIES g e required Van p : -•---- Smooth plastic red c /4 OD. All corners Pir q building. sleeve.Sees spec. --- ga Screw to frame THROUGH FACE BOARDS 1'_3" lil Cane bolt 3/4 Van sl mounted on face of bu d ng. p i maintenance hinge 6 long 1 weld • 3 O.C. galvanized INTO STEEL FRAME cold rolled 9 all around Latch detail. stainless 7 s" See detail 3 �I steel rod. NOTE: MINIMUM FINE 6 Steel Pipe filled " rtill " - I� PARKING c ►�! 1' x 6' x 1/2' _ 20 -o CL •R rill /8' hole in Y $250.00 - . w/conc. �, D z •_ . I aiL to hinge 4 gate 1 Top of slab slab. Size to it 0 MINIMUM Rolling overhead steel door 3 —s • e s -11 1/2" s -11 1/2" x_1/4' O.D. bolt. �' �,� (See plan and details) i I •\ _ _ . • . op 3" 2' 2' 1/8' - - hinge 6' lg. 9" - u z ] ,. Mk'a';0 4i0,.• -, L Sealant .; Top f Gate frame 2 x 2 x 1/8 _ � _ . ��.,,.: .. paving 3' x 'i-1/4' I L %% ' I BOLT 6 I 2 s uare tube with I I; ::L q o� I Line of cI ° -!r-I to 3/4 bolt pipe I I 5,_6" latch Latch late w/3/4' '�' NOT BUILDING MOI.�ITABLE) 4,-.4..:eiefrem • ., mrairtabli:'.•gate post rounded edges 4' bol handle 1-1/2' washer $ 6,_0•• Pipe guard =11:1111 •'4 11=1:-ll: 11 NOTE: I I 48" r.1I, p welded to I .II • :.a., .11: PAINT GA S `� I 9" �Ivl1c•�1 3/4' bolt - bolt for stop this sheet 11 ' see detail _ ALL GATE FRAME o ,i I • ° Door opening 3 -s 11- '1T. STRIKE 1. 11; 11, .11-1F11 - ii 6'0 steel pipe set in a) _ _ 6 nom. ID. + �►_, •�i'• -L-L �i ��) stop bar - 1411-'v �• -I1-1 3' 0" 1¢, � � p•AND FIFES RED. gate post filled ` - "' with concrete �i i i - a 1=11 �' min 18'�hole filled with , - concrete 1/4 ( III 1-1J2 xb x1/4 bent 8 dia. rounded to 6' MIN. OD.tube 1 I I I FRONT late strike with SIDE H I-; "I) diameter - p II I I.•,p; ,:..._.•,1� See bollard detail I 1 I I collar i i I i 3'-0" I'-3/4' dia.bolt � � ' ' ' ' filled 3 granular base �I-�J field �� through frame � : �. ' post hole in Cane bolt welded —} p at Bottom of hole See detail to ate -'1 ("-- 1 -6 DOUBLE GATE LATCH ACCESSIBLE CENTER PIPE GUARDS 1'-6" No SCALE post NO SCALE NO SCALE EDGE OF OPENING NO SCALE Iti1411111 10 GATE DETAIL FOR DUMPSTER ENCLOSURE 11 GATE LATCH / BOLT DETAILS NO 'S'E 15 PIPE GUARD @ SERVICE DOOR 16 TYPICAL PIPE GUARD SECTION Vill) 12 TYPICAL ACCESSIBLE SIGN • 400 watt metal halide 3I4'-2' $TRIM MED DOS WI IN 1/s'DP' 0 shoebox light fixture SIDEWALK GROOVES,1/4'-3/4'UDE AND 3/4'-2' two per pole, forward throw Hole for 5/8 i dowel. l ft. from each I IN-314' ON Asia SO 1µ4T WRIER end. (typical of 2 holes)drill hole .25" LA14NG AREA '' '" LA 0146 AREA NOTES: -Not AcctMy.A?E thru pavement.Drive 24 long steel Greenstreak _ in through wheel stop and 0632 Greenstreak Paving Cap Seal , 111111 pa pavement into sub grade.de. .` L RAMPS SHALL 8E PANTED TIE SAME COLOR AS I p g .:.'. - 5' 6' 5' MIN. 6' 5' S1R�NGAid?EXTl ETWAT SK�NIFICANi1X Profile X610 - See specifications LIJI .... ,: •••X ••• SEE 811E PLAN CONTRASTS WITH THAT OF ADJONNG FEDES1RUw for additional information.• 2 ROUTES. sw�u. DOMES Greenstreak 1/4' Concrete walk w/ h. ...." . WM4 i S'DEEP C OOVES,I/4'-3/4'UDE AV X632 radius 6x6-W1.4xW1.4 WI1F.•5' sq.steel pole .: ' r5DEWALK RAMP EXPA SIGN JONT MATERAU. 3/4'-2'OG,ARRANGED SO THAT ULMER max. SLOPE 1 4' per FT. Illik bronze finish I 8lI1LDNG ADJACENT TO BUILDNG mrP) Mite L NOT ACC11•LA1E Paving ■ 1 3/8" Ce Note: 1. 114E EOITOM OF TI E RAMP SNAIL NAVE A •.•a.i t1;Y,;,.h_; -.- , 1.�, , '• 4 1 1 4" 0 Anchor bolts to �• A MAX U4'L� 1'-6 =_= X ' ' ,..� ',4,4.;. . ..? '=; ,r;-.- - ' . 2�► " r.+> a1i!;w =r� {• rat / ••VII'' MII��I�11�11--I1�1 "• F:= MIN 11=It=Ii=11=1 '" .4114'` } be installed I w ,. u-11-11= to �. `'. ~.;:...~ .. 6'-0" 2% 3. CONg1RUCT PERADAS1ANDAI -11:1 -1' , 1�1i 11=c Com ranular fi11 11=11= 4' perpendicular s �a k� I . r =11= p• g ii II tux curb on single : �` l r 5 5 2 4. MAX SLOPE of RAMP DOES NOT ExcEEp X20 1 - ! ,II�I II See specifications }Building II I /4 . . i=a-n-1. ' head poles. o" 2 1/2" p 114EN NO COLOR OR'TEXTURE CONTRAST Is foundation Rotate 45 -- 8 MIN. Q Z g degrees to 9" t\ 1 45 continuous T. 4 B. Um- 0 in diamond bolt , $APPLED STRIPS CR MATS THAT RE5(L1 Cl) uj pattern on dual - 5 MIN. 6' - N A S ACE i E%THESE D� W OG head poles. LANG SEE SITE PLAN LAiM SF'ECFICATIONS ARE ALSO ACCEPTABLE O ND SCALE AREA MAN AREA 3/41 = I'-0' NO SCALE W 4 anchor bolts 17 WHEEL STOP DETAIL 19 CONCRETE ACCESSIBLE RAMP 20 TYPICAL WALK SECTION 21 TYPICAL EXPANSION JOINT 0 Z C furnished by W light t pole Q manufacturer CO I- Note: set pole on 0 I- Note: Rub concrete non-shrink C 0 base smooth grout base ."r.; 3/4' chamfer Z = fi 4114:11,1 Q, V' 0 1:.m.,..1,•iL}.f EXPANSION JOINTS 20'-0' oc.MAXIMUM �' e .f• Finish grade or - W 2 in -`-....41 1'. top of paving, 4 SPACES • 5'-0' oc.OR AS DIRECTED OR SHOUN ON THE SiTE PLAN = .I,-�:1 P See site plan - W 1" -: I. 114'.- .1 RN for location SEE LAYOUT 4 SITE IMPROVEMENT PLAN FOR ALTERNATE SCORING PATTERN Z M :�'' .� Sawcut oint - fill .n—n-1i- :..1 f. •.• •`1111—u- DUMMY JOINT( TYP.) ' =1I=1 I..: , 1 i- • I=1r with set leveling � DUMMY JOINT N W T••- I . "�•�,;:•III 1/4 d elastomeric sea ant d> � ''�' � � '�` 1 WITH EXPANSION JOINT F ° Ili i ....1r i 1 24' dia.concrete s -1 1 SEAL ? 'I base.See sheet 1 -0 4 !�� s,r cx R vs III---- Ili;� `- i t for reinforcing w w, .� x x x Q Q 11- • ::.. 9 _ .'. g' f r::"-- _" 8' ROLLED GRAVEL BASE ��! '' ` :_'Tl NOTE: SEE SITE PLAN FOR t_ - ° ' d M J -o '•ii:=11.=Il:-Iril. SPACING REQUIREMENTS --�-- 1rz' EXPANSION JOINT 1/2 EXPANSION JOINT -s f'- DUMMY JOINT Electric conduit w N,T,g, DESIGNED: U } SEE SITE PLAN FOR CONTINUATION SECTION AA JBA to NO SCALE PRELIMINARY DRAWN: co 13 TYPICAL LIGHT POLE �- SUBJECT TO AGENCY REVIEW CAD o CURB OR GUTTER LINE t PLAN VIEW NOT FOR CONSTRUCTION CHECKED: a) _ SWG C - .- NO SCALE ND SCALE SCALE: s 22 TYPICAL CONTROL JOINT 28 CONCRETE SIDEWALK H: N/A To = V: N/A c REFERENCE ONLY Ju 3050 2010 v NOT APPROVED WITH THIS PERMIT 6 Lo SHEET co -6 u) .) - •o Ii C7. 1 III it .40 . ANGLE FILTER FABRIC QOP\- 11 FENCE TO ASSURE SOIL IS TRAPPED E� sS - 1111111 Q PJ�4 PGG� AN a ii � P• • • O ♦ . b •d •0.4. .•0 . A • • • N 0° A... . ..a Cl...' : - . . .o''• v.•: . .'•a• a E o • 11)".111•• •• • '•i.-.: V• - 4. . A ••-•:1- '.• - :7 • . 1■. INTERLOCKED 000000 - ,.4. ► 4 ♦ A `. 4 N 2 RADIUS = 25' MIN. p• ; o c 2"x 2" POSTS *.. o Fv�� o AND ATTACH PLAN VIEW CLEAN PIT RUN OR 3"- 6" CLEAN ROCK �'�� .._0.1 F GRASS °� rn `� 9,- �� S�� in � o � ti L NTS GRAVEL (12" MIN. DEPTH) S co o co RUNOFF WATER SUBGRADE REINFORCEMENT �G EP 0 ° co GEOTEXTILE, AS REQUIRED �� o �; USE STITCHED LOOPS WITH SEDIMENT 8" MIN. o C o ch o o V -). E M >co co LO co C 3' minimum OVER 2"x 2" POSTS NOTES: 0 (::::O 000••• 0 • �•�7..•��O •• from toe slope, _ " Opj0 ••• °O��o 0•�;�.p0p• *20' MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL 1. BURY BOTTOM OF FILTER FABRIC 6 000 0`0 •0�0,V cb0000 Ooo ••• • Ind 12 'N t VERTICALLY BELOW FINISHED GRADE. ••• gnQ o00 �•�•0��: •0 0 0 0p o$C� • o 0- - • O • 0 0 8 OO O•.�•• ••• Ito 000 $0o O •00 O' i - i " ••O 00 OOOOp Ogoc�O O • ••••••.a: ° ��•:0 O °1° •.• oo ':+•� GRAVEL CONSTRUCTION_ _2. 2 x 2 FIR, PINE OR STEEL •• . o 000 00 •.,...•.•.••s•000 . .. 00°0•,1• •♦ Oo.O�.000 • • •• ENTRANCE CURB RAMP ■ L� -O it FENCE POSTS. - --:+-•' .• • i•.•000••••. • U II II II I E /f'4' 3. POSTS TO BE INSTALLED ON FILTERED PAVEMENT c•�'vI�` ., UPHILL SIDE OF SLOPE. WATER • a 4 :. ': i o. C.A._ 4. COMPACT BOTH SIDES OF FILTER FABRIC • .•• '• d. .f.':•• ••,:/:%, ..• d 4 d � • TRENCH. ,` •� •:.•'••.. . �,, •`:,. ,,,n__.ir.t•=i'',^.t"s r :': ;01;; r-..+a• VI• ..; :•'.�. .'1�f�"M�+`:'3:--•'s aye�I ~s�.`..'A•.+=.�'G`�+.nr:''�.. 71 ' - 5. PANELS MUST BE PLACED „� o a.. ;J ACCORDING TO SPACING ON 18" MIN. �.�f. g, • ' • v PROFILE DETAIL N0.940 FINE WIRE MESH /�'y'::::,:.., u . NTS �:. :;, . . Vii -o ON TOP OF GRATE GRAVEL & WIRE MESH NOTES: • 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF ► .•: . . . . . . . . . .❖. . . .•.�. . . . . . .•: o.❖ !6,` • `• :•••••• `• • "� FILTER FABRIC MATERIAL SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE TOP DRESSING REPAIR AND OR CLEAN ►•••; •••••••••••••••••••••••••••••••••••••••••� OUT OF ANY MEASURES USED TO TRAP SEDIMENT. • I - �� 36" WIDE ROLLS 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF- WAY. "" ` """"""" " '" 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE bid `````'`•`'`•``•'`'`'```'`�`'```'```'`",•```'`'`' THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. 4 ' -0„ ❖••••`••••i•••••••••••••••••••i ►•••• `'`'`'`'`�'```'`'•'```'`'•'`'`' 4. WHERE RUNOFF CONTAINING SEDIMENT LADEN WATER IS LEAVING THE SITE VIA THE CONSTRUCTION � .... /,, ENTRANCE, OTHER MEASURES SHALL BE IMPLEMENTED TO DIVERT RUNOFF THROUGH AN APPROVED " , �y � � `� / 104 FILTERING SYSTEM. � ��' S. DIMENSIONS SINGLE FAMILY FOR FURTHER INFORMATION 20' LONG BY 20' WIDE 8" DEEP OF 3/4" MINUS CLEAN ROCK. 6'MAXIMUM SPACING ON DESIGN CRITERIA SEE FOR FURTHER INFORMATION COMMERCIAL 1'-6" SERPTCE 4 OF CLEAN WATER ON DESIGN CRITERIA SEE 50' LONG BY 20' WIDE 3-6" CLEAN ROCK, FOR FURTHER INFORMATION F R 0\ T VI E W ANDVIEDS EROSION ROLVENTION CHAPTER 4 OF CLEAN WATER GOVERNING AUTHORITY MAY REQUIRE GEOTEXTILE FABRIC TO ON DESIGN CRITERIA SEE SERVICES EROSION PREVENTION PREVENT SUB-SOIL PUMPING. CHAPTER 4 OF CLEAN WATER NTS AND NEDIMAND CONTROL AND SEDIMENT CONTROL SERVICES EROSION PREVENTION (g) PLANNING AND DESIGN MANUAL, PLANNING AND DESIGN MANUAL, AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, Isin IkLEIT PROTiCTIOF\ CONSTRUCTION ENTRANCE Nil SiDIV \ T E c1CIflwIt er' Services TYPE 1 QeanWaler Services C1eanWatler Service\ DRAWING NO. 875 REVISED 12-06 Our commitment is clear. DRAWING NO. 900 REVISED 12-06 Our commitment is clear. Detail Drawing 855 REVISED 12-06 Our commitment is clear. V) W o 0 u) NOTES: E 1. WHEN RAINFALL AND RUNOFF OCCURS DAILY INSPECTIONS OF THE EROSION AND SEDIMENT CONTROLS AND DISCHARGE OUTFALLS MUST BE Q PROVIDED BY SOME ONE KNOWLEDGEABLE AND EXPERIENCED IN THE PRINCIPLES,PRACTICES,INSTALLATION,AND MAINTENANCE OF EROSION AND F.,„ Z SEDIMENT CONTROLS WHO WORKS FOR THE PERMITTEE_ W 2. CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND CREATION OF BARE GROUND FROM OCTOBER 1 THROUGH MAY 31 EACH YEAR 0 3. DURING WET WEATHER PERIOD,TEMPORARY STABILIZATION OF THE SITE MUST OCCUR AT THE END OF EACH WORK DAY. o mmull 1111 0 4. SEDIMENT CONTROLS MUST BE INSTALLED AND MAINTAINED ON ALL DOWN GRADIENT SIDES OF THE CONSTRUCTION SITE AT ALL TIMES DURING it.5. W CONSTRUCTION.THEY MUST REMAIN IN PLACE UNTIL PERMANENT VEGETATION OR OTHER PERMANENT COVERING OF EXPOSED SOIL IS ESTABLISHED. E 5. ALL ACTIVE INLETS MUST HAVE SEDIMENT CONTROLS INSTALLED AND MAINTAINED AT ALL TIMES DURING CONSTRUCTION.UNLESS OTHERWISE 0 APPROVED,A SURFACE MOUNTED AND ATTACHABLE,U-SHAPED FILTER BAG IS REQUIRED FOR ALL CURB INLET CATCH BASINS. 6. SIGNIFICANT AMOUNTS OF SEDIMENT WHICH LEAVES THE SITE MUST BE CLEANED UP WITHIN 24 HOURS AND PLACED BACK ON THE SITE AND Z STABILIZED 0 OR PROPERLY DISPOSED. THE CAUSE OF THE SEDIMENT RELEASE MUST BE FOUND AND PREVENTED FROM CAUSING A RECURRENCE OF THE DISCHARGE WITHIN THE SAME 24 HOURS.ANY IN-STREAM CLEAN UP OF SEDIMENT SHALL BE PREFORMED ACCORDING TO THE OREGON DEPARTMENT 0 OF STATE LANDS REQUIRED TIME FRAME_ 7. SEDIMENT MUST NOT BE INTENTIONALLY WASHED INTO STORM SEWERS,DRAINAGE WAYS,OR WATER BODIES. W Z 8. SEDIMENT MUST BE REMOVED FROM BEHIND ALL SEDIMENT CONTROL MEASURES WHEN IT HAS REACHED A HEIGHT OF 1/3RD THE BARRIER HEIGHT, 0 AND PRIOR TO THE CONTROL MEASURES REMOVAL („9 W E 9. CLEANING OF ALL STRUCTURES WITH SUMPS MUST OCCUR WHEN THE SEDIMENT RETENTION CAPACITY HAS BEEN REDUCED BY 50%AND AT C,.) ce COMPLETION OF PROJECT. ,=NM 0 10. ANY USE OF TOXIC OR OTHER HAZARDOUS MATERIALS MUST INCLUDE PROPER STORAGE,APPLICATION,AND DISPOSAL e 0 11. THE PERMITTEE MUST PROPERLY MANAGE HAZARDOUS WASTES,USED OILS,CONTAMINATED SOILS,CONCRETE WASTE,SANITARY WASTE,LIQUID W W WASTE,OR OTHER TOXIC SUBSTANCES DISCOVERED OR GENERATED DURING CONSTRUCTION. U) W 12. THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW MANUFACTURER'S RECOMMENDATIONS. NUTRIENT RELEASES FROM FERTILIZERS TO SURFACE WATERS MUST BE MINIMIZED. TIME RELEASE FERTILIZERS SHOULD BE USED AND CARE W 0 (.9 SHOULD I'- BE MADE IN APPLICATION OF FERTILIZERS WITHIN ANY WATER WAY RIPARIAN ZONE. < LL 13_ OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL 0 MEASURES,IN ACCORDANCE WITH CURRENT CLEAN WATER SERVICES STANDARDS AND STATE,AND FEDERAL REGULATIONS. Z '' 14. PRIOR TO ANY LAND DISTURBING ACTIVITIES,THE BOUNDARIES OF THE CLEARING LIMITS,VEGETATED BUFFERS,AND ANY SENSITIVE AREAS SHOWN O Q ,� O ON E 0 7) THIS PLAN SHALL BE CLEARLY DELINEATED IN THE FIELD.UNLESS OTHERWISE APPROVED,NO DISTURBANCE IS PERMITTED BEYOND THE CLEARING LIMITS.THE OWNER/PERMITTEE MUST MAINTAIN THE DELINEATION FOR THE DURATION OF THE PROJECT. W < NOTE:VEGETATED CORRIDORS TO BE DELINEATED WITH ORANGE CONSTRUCTION FENCE OR APPROVED EQUAL V (0 15. PRIOR TO ANY LAND DISTURBING ACTIVITIES,THE BMPS THAT MUST BE INSTALLED ARE GRAVEL CONSTRUCTION ENTRANCE,PERIMETER SEDIMENT 0 I"- O CONTROL,AND INLET PROTECTION.THESE BMPS MUST BE MAINTAINED FOR THE DURATION OF THE PROJECT. 1.i N ,� Z d 16. IF VEGETATIVE SEED MIXES ARE SPECIFIED,SEEDING MUST TAKE PLACE NO LATER THAN SEPTEMBER 1ST;THE TYPE AND PERCENTAGES OF SEED IN THE MIX ARE AS IDENTIFIED ON THE PLANS OR AS SPECIFIED BY THE DESIGN ENGINEER. Z W 1- ® 17. WATER-TIGHT TRUCKS MUST BE USED TO TRANSPORT SATURATED SOILS FROM THE CONSTRUCTION SITE.AN APPROVED EQUIVALENT IS TO DRAIN ,a ICE .1- THE SOIL ON SITE AT A DESIGNATED LOCATION USING APPROPRIATE BMPS;SOIL MUST BE DRAINED SUFFICIENTLY FOR MINIMAL SPILLAGE. F. N Cl) a c°p 18. ALL PUMPING OF SEDIMENT LADEN WATER MUST BE DISCHARGED OVER AN UNDISTURBED,PREFERABLY VEGETATED AREA,AND THROUGH A SEDIMENT CONTROL BMP(I.E.FILTER BAG). O 19. THE ESC PLAN MUST BE KEPT ONSITE.ALL MEASURES SHOWN ON THE PLAN MUST BE INSTALLED PROPERLY TO ENSURE THAT SEDIMENT LADEN DESIGNED: U 0 WATER KMO DOES NOT ENTER A SURFACE WATER SYSTEM,ROADWAY,OR OTHER PROPERTIES. `C' DRAWN: O 20. THE ESC MEASURES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS.DURING THE CONSTRUCTION co CARD -,p PERIOD,THESE MEASURES SHALL BE UPGRADED AS NEEDED TO MAINTAIN COMPLIANCE WITH ALL REGULATIONS. O n (`� Q 21. WRITTEN ESC LOGS ARE SUGGESTED TO BE MAINTAINED ONSITE AND AVAILABLE TO DISTRICT INSPECTORS UPON REQUEST. REFERENCE ONLY CHECKED: SWG 22. IN AREAS SUBJECT TO WIND EROSION,APPROPRIATE BMPS MUST BE USED WHICH MAY INCLUDE THE APPLICATION OF FINE WATER SPRAYING, NOT APPROVED WITH THIS PEST PLASTIC Cu SHEETING,MULCHING,OR OTHER APPROVED MEASURES. SCALE: /' o cv 23. ALL EXPOSED SOILS MUST BE COVERED DURING WET WEATHER PERIOD. V: N/A C ii PRELIMINARY JUNE 2010 Co STANDARD EROSION CONTROL NOTES SUBJECT TO AGENCY REVIEW 3050 6 ..) FOR SITES LESS THAN 1 ACRE QeanWiFer Services NOT FOR CONSTRUCTION SHEET CO (I) DRAWING NO. 945 REVISED 12-06 Our commitment is clear. o - a) , a. C8.0 W ,- ., rwB . . . • s,. ... Q-• • E.I. • -: 3/4" SQUARE : • A A B B • STANDARD CAST IRON NON-SHRINK GROUT �� in DRAWING AND COVER ❑ ❑ „ • Q ❑ V a ❑ D ' .• .' STANDARD MANHOLE Y r V - S - V A GRADE RING 0 ❑ b. 4 ❑ ❑• ,II. 4 • ' SEE STD. DRAWING NO. 320 _I_ �� [] .. • • . '•,' ' ° : - •: :•.e . •• FOR FRAME AND GRATE • • PLAN VIEW :• ':: d:�11111111KW 4" MIN. C) a FINISH GRADE �� r ;� `� �,2 \ ` eo •4 _ L..._ ° r. ` Q) O) X N . b . o B va ;' ■• •,► WATERTIGHT PIPE PLUG » 7/8" > ,� al L-0..•4• °♦ -...---10" •. 10 •-•I L L Go oo c(o•Lam„ Ja' • { i ` b.sb. ;�� WITH STOPS L—..—.1 I i .4 • 6• FOR POURED IN 4 LI.' ° . �`•� °� O O M O. e 5' m �— A ;e PROVIDE 3/4"-0 p FORA » M > M t0 tO cr) .r °'' 6" SECTION B—B o o 2" MIN. CLEARANCE '1 ° ' e REINFORCEMENT s �r"rI/ e ° 4�►�• ;o e" MINIMUM OF 6" AROUND• 4 FOR PRE CAST 4 eN .. 1��i At, ..••• 4.. •• •P°• 4� CLEANOUT 4 ` . . ° s '� MIN. 9" ma G 4 m �a% r tu : . I O ,4 MAX. 1" •♦v:'• '•• i h ° ,a 1 1 MIN• OVERLAP /,,,•�; .. SECTION A—A 1,:1.1.1.) 3 4 . .• Q a O a a C .: .4 4 :' 4e°40 V ■ 4 . . ' 1-- 1 • �r .oa. - a p `'i ` NOTES: O `A ■ • 18 SUMP 4 ° » `0 iu • Atfvg: p ° 1� 1" ONGNRECESSED LTS i ems` . ∎-' 4 Q' e�a �e1►4 a.p. o,-°� a• ° •• ° 2. ALL PERMANENT CLEANOUTS _r e, e - •44 . ° .1.4'4;•.•a • '.'�.`4°.;41:1‘•,:, - ,! .o /p, TO HAVE BOLT DOWN COVERS. 3. MATERIAL SHALL BE GRAY A c•4- • KNIN (ti••. -, 4' ••a • as• CAST-IRON, ASTM A-48, ' :::::.: \ CLASS 30. , � 28• 2Y v • 6° v SEC • " TION A—A SECTION B—B = =°' ° °• .' o 'p. .' a•. 1>:••'' �'� ;•::• o .Zate\ A• 4. • .a . -. •Vd• Q. • .4 • . w• .O, :• . :°t•,4♦a.\ NOTES: ,.•. 1 fNo%:�.;4`PO11..• /. • ). •.Q_ .d • 0 • . .._.1 ► 4►,•�Otae: Y a .� aV e� 1. ALL PRE CAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF ASTM C-478. 2. INSTALL STRUCTURE ON MIN. OF 8" OF %"-0" COMPACTED BASE MATERIAL. 3. PRE CAST REINFORCEMENT SHALL BE REBAR MEETING ASTM A615 GRADE OR WELDED CONCRETE ENCASED A ''A WIRE MEETING ASTM A497. BOTTOM OF WYE 4. ALL POURED INPLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 P.S.I. AND A SLUMP 3/4"-O FOR PLASTIC PIPE \-3/4"-0 • OF 2" TO 4". • ' 5. CHANNEL REQUIRED IN FLOW THROUGH APPLICATIONS, AS APPROVED. ALL OTHER r APPLICATIONS REQUIRE AN 18" SUMP BELOW LOWEST PIPE INVERT. 6. INSTALL STEPS WHEN DISTANCE FROM TOP OF GRATE TO FLOW LINE OF PIPE IS GREATER THAN NOTE: 48". SEE STANDARD DRAWING NO. 100. SET FIRST STEP 12" FROM TOP OF GRATE. 1. CONCRETE ENCASE ENTIRE WYE SECTION AND 45 BEND IF CONCRETE PIPE DETAIL 7. PRE-CAST STRUCTURE'S CONFORMING TO O.D.O.T. TYPE G-2 CATCH BASIN INLET ARE AN • ACCEPTABLE ALTERNATE. (ALL GRATE MATERIALS SHALL MEET C.W.S. 2. STAND PIPE TO BE SAME SIZE AS MAINLINE UP TO AND INCLUDING 8" PIPE. STANDARDS AS SHOWN ON DETAIL #320) MAINLINE GREATER THAN 8" SHALL HAVE A 8" STANDPIPE. (C) • • In AREA DRAI \ CLIA\ OUT =RAVI w STANDARD CLEAN OU T — o TYR = II a Services aeanWater Services A\ D C QeanWater Services DRAWING NO. 380 REVISED 12-06 Our commitment is clear. DRAWING NO. 500 REVISED 12-06 Our commitment is clear. DRAWING NO. 510 REVISED 12-06 Our commitment is clear. CO 011) Q H W • OC 0W Thcl PLAN W PROPERTY LINE OR co UTILITY EASEMENT / 1 u j CLASS "B" CLASS "A" /— — / /— JJo a P 11 -\_ \__ I 0 D rle PIPE SIZE AS SPECIFIED SECURE 2X4 IN PLACE ` MOUND EXCESS NATIVE MATERIAL rZ ( \.,, .. AGAINST PLUG W/ BACKFILL SURFACE RESTORATION OVER TRENCH TO ALLOW Q TO PREVENT PLUG BLOWOFF AS SPECIFIED FOR SETTLEMENT Et>" 0 STORM OR SANITARY � SEWER MAIN , ',, . ice..... NOTES: �► . ,.°d•, .. °•. "i„„ ,r► 1. FOR NEW CONSTRUCTION ALL SIDE SEWER AND SIDE STORM PIPELINE ` `v s :>;::-.�'e:'; • . 4 41010•110°0.0100.007Vir ``" I�CONNECTIONS TO 8 AND 10 MAINS SHALL BE WITH FACTORY w s o r4 .• . • 741\ F s ABRICATED TEE FITTINGS UNLESS OTHERWISE APPROVED. .;°�° ° 12" W b / 12 NATIVE TOP SOIL 2. PIPE MATERIAL SHALL BE ONE OF THE FOLLOWING ,, .. w / to(. , ° 4 , IF TOP SOIL EXISTED Z A. PVC ASTM-3034, ASTM-C-900 o B. CONCRETE ASTM C-14, CL2 2X4 .` 95% COMPACTION 90% COMPACTION PRIOR TO EXCAVATION. C. DUCTILE IRON CLASS-50 • WITHIN 48" OF tie)cn '�STORM ONLY ° SURFACE °D. A-2000 PVC ASTM 949 I A a . r W E. PVC RIB MEETING ASTM D 1784 " a UNDISTURBED F. CPP MEETING AASHTO M252 12 r �90/t COMPACTION NATIVE EARTH (, > 0 3. ALL PIPE SHALL BE COLOR CODED: j UNDISTURBED MATERIAL -GREEN FOR SANITARY SIDE SEWERS EARTH BESURFAC OF L Q -WHITE FOR STORM SIDE PIPELINES MIN , I \ W U) / Q a > a o°'► HEIGHT: TOTAL LENGTH OF 2X4 GROUND DEPTH " ' ' W 12" HEIGHT T ... LOT#: AS SHOWN ON APPROVED SET OF PLANS SURFACE MAGNETIC > VARIES / 3/4�� (g.CR,I j�S1'IE�,•\ 1` 0 I= MIN 2X4 MARKINGS TO FACE STREET TAPE cn • . °' to."o•o ►• •••∎• s O°- , IZE LL 36" LOT# •t .4 .. -../,_, , N ` .••.'soma•a4�D.4. -0—COLOR CODE SURFACE 40; ' 6- ►.°e: •,.... •••4• . 4 v < 0 .„,,,„ o ----� (GREEN-SANITARY) \ '•°'' e'��• ' 4 ° °o. O LABEL MAGNETIC TAPE WITH BLACK LETTERING / / •ae o r4 •2 a • ° _ D W (WHITE-STORM) , 3 4"-0 CRUSHED • v • a,; e' ° e , p o GROUND SANITARY: "CAUTION SEWER BURIED BELOW." ROCK �,.• ►ro °a • ° - 1/2 PIPE " W 2'- STORM: "CAUTION STORM DRAIN BURIED BELOW." � J PIPE ZONE :4 s j: i o • w °w:, O.D. PLUS 6 II•< PLACE 18" ABOVE TOP OF PIPE AND AGAINST 2X4. o •°. ° •\� Q t./ •...'„ • cri / ► g ��8`6"8°a0 o °�8°�® , •� o � o o • O o i 3 4"-0 0• r 0 o 00 0• 8oO o X/• cD PIPE PIPE BEDDING \/ ooh o 00 0° o� o ° 00.00.... o O° •°o°• / W O ` PLUG o $003?, 0°0 ° O O 0 0 00 •:8,:008 \: z 080o 0 O p��p co tea • / <0. 8 (N-t- i 18" �1 • .:o o : 0 • ': �t•etsle ;la•��x.0340•0.,10�1 /• TRENCH STABILIZATION: o o. TRENCH STABILIZATION • o o ;•o o O ..�' IF REQUIRED,p 411111 o o°o�O � � 1/2 PIPE O.D. PLUS 4" MIN. FOR PIPE SMALLER THAN 18"o •000• - » » SHALL BE SPECIFIED SEPERATELY DESIGNED: cri o0 0 oOta o ce '• ° ' MINIMUM SLOPE FOR " 1/2 PIPE O.D. PLUS 6 MIN. FOR PIPE 18 AND LARGER KMO 3/4 -0 PIPE ZONE AND PLACED PRIOR TO PLACEMENT p 00°o o+°�. •. 0 a 6" PIPE = 0.010 MATERIAL AS SPECIFIED OF BEDDING MATERIAL. 0 °Og a°0 6; • SAWCUT --------------------\ 'N expansion Joint filler Normal curb /-Top of curb SURFACING ---6' 6" To be removed °•MATCH EXISTING MATERIAL EDGE �' rad. upon extension of curb. ° ; ° °_t 3 rad. Gutter Line z TOPSOIL -� , ° ° ° ° ur m OR AS I . iii DIRECTED m w (Sloe vat.) 9,..p.- - - , - o ° --•Finish g w Finish grade vac.kA' ° } r BASE MATERIAL ` I (Slope - °' ° ° .° s� t } Y6" 5" =_ - --------- DRAINAGE BLOCKOUT Battert3:1 Batter 6:1 ° a a d, --�' 3„ I.D. PLASTIC = - _- - Q o -L_ PIPE W/COUPLING _ + __ _ �Bottomofcurb p0: z X __-n:.__ 1.5 4.5 •o ¢ rQ' , "a O.D.O.T.&City of Portland Standard'ii".16" 6' Q m W U� o I = a � a STANDARD CURB MOUNTABLE CURB CURB ENDING DETAIL N fa! n " 16•¢< QD ¢° cnm_, v 0 c00c'°O ' ' • ° °.. . • U 0 ca i c� v ao p ° 0 ° °p : ° °S 6' .� Var.18'or 24" ,,,, Var.18'or 24' rn•W o z a W 4 O O .. specify in plans 8" s.- In plans f v o Q Q // O A• . 4. d . j �Y4 fad. " Q C 1V! 3 fad. 0)•x 0 0 D • •'. - ' Batter 8:1 v ,�� 0 Finish ode GUTTER PAN NOTES: "�. Batter 8:1 Finish grade a) x w ' Q O . 4 -: w • • • �4 fad. note ( ) Slope 896 normal. ° •°.' 3"fad. (Slope vac.) ¢ -, 0 O •4 ••' d o ,,:varies 998 ° ° - _ --_ - O to I�• i © �+° ° ° •°'i: ''° Batter 8:1 Use Slope slope fOrpsguttear'ywk> greelter�than 24r.drainage. ° Q,; •: tl -- ao O c0 !' ,1 8 ° ° ° R Very where shown on plans,and allowed by Jurisdiction. ° ', • ° 0 t- . 6"min.to 7 co Batter 6:1 ♦� s t1� d ►1� s-: { z-4 m ww CD O CD o w w: CURB AND GUTTER MOUNTABLE CURB AND GUTTER co > M LC) CO c a a z Ce Q N a o LI O u_ w v m -Curb,or Finish grade Finish grade and OD O a_°0 W4 rad. �A �. Future 4sidewalk 12' (Slope var.) < curb and utter Curb,or (Slope�'•) #4 Q 12 centers C oP ) 4 i a=I ¢ ( ' } (Type vac curt and gutter iv d- (Type var. BYA rad. oo 4A rad. 3 ,•••�; '�n y:4: •,; Finish grade i _I- 596. .% _-- __ w � (Slope var.} - •. 3'die. ° •NOTES: ---- hole ° • ° n °. ' ° L•6" MIN 6" MIN s ( ° - c ° ° ° ° °1. ` M I.-. �-�°. 8 � Finish grade � °.� ° ° °" � 6 MIN BEDDING BELOW ' 8 norm.,vary ,* s ° ° ° ° Form shelf Into curb when ,• -° ° ° 5%-•, (sue 'j I fi c��+ a o �: as shown o plans curb and sidewalk will not , e • • e• ° ° -a-- I°• 2"(TYP.)1. TRAVERSE EXPANSION JOINTS TO BE PROVIDED AT EACH POINT OF TANGENCY °', °': °': or as q. ( #4 @7" d OUTSIDE OF PIPE BELL c�_ be poured at the same time f' .s 2(W OF THE CURB & AT OTHER LOCATIONS AS REQUIRED TO LIMIT THE SPACING I centers A `� TO A MAXIMUM OF 20 FT. 12 ° - °` ` o " 20 - 20- - iv - i m o ix 2" •-i i•• Var. •- • G. ° 40, a jjt .. � Q: a 2. TRAVERSE EXPANSION MATERIAL TO BE PRE-MOLDED NON-EXTRUDED MATERIAL LOW PROFILE VALLEY GUTTER 411111111111:.• iI '"'d a MOUNTABLE CURB MODIFICATION FOR KEYWAY WEEP HOLE DETAIL H ‘ e) WITH A MINUMUM THICKNESS OF .1/2". 43 ,./ \\ / / \/ (Where shown on plans) (where shown on plans,and allowed by jurisdiction) CAW.BOOK N/A 9A6ELMlE REFoRrGATE 30-JUN-2009 ale (a \\ \ / \\ \%�\� 3. TRAVERSE CONTRACTION JOINTS TO BE SPACED NOT MORE THAN 10 FEET APART GENERAL NOTES DETAILS: NOTE All cu workmanship f « , ` \\ \ �\\ \\� WITH A DEPTH OF AT LEAST ONE FOURTH OF THE CROSS SECTIONAL AREA 1. Curb exposure E _6 t 9,as measured verdcally from towline to highest point on club.Vary as shown on plans or as directed. 5. Tops of all curbs shall slope toward the roadway at 2%normal,unless The selection and use of this OREGON STANDARD DRAWINGS TRENCH FOUNDATION 4. CONCRETE BREAKING STRENGTH TO BE 3000 PSI AFTER 28 DAYS. 0.D.O.T standard'E'=7'. otherwise shown,orasdirected. Standard Drawdng,while designed ,<�F` a STABILIZATION, AS REQUIRED - 2. Cost.expansion joints at 200'maximum spacing,and at points of tangency, 8. Dimensions are nominal,vary to conform with curb machine In accordance with generally CURBS 5. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MIN. OF 2 FEET and atemdsofeiacJfdriveways. approveabytheenglneer. a�'��"ac"'"gp''� ID 3. Cost.contraction joints at 15'maadmum spacing,and at ends of each Inlet and ramp. 7. Dimensions adjacent to radii are measured to the point of intersection and Pte'is the sole - AN D MAX. OF 3 FEET FROM PROPERTY LINES. ,-.11 4. Tra<lsltlons shad be used to conned exurbs of different exposures"E". of curb surfaces. '�` r should i0t �� be used without consulting 8 DATE REVISION("E"Is the total vertical dimension of those curb surfaces 8. For sidewalk details,and monolithic curb&sidewalk,see Std.Drg.RD720. RGglretered Pncxlisssioned Engineer. m°m°A° ROMEOarms•NO,m NOTE: having a slope of 1:1 or steeper).Minimum desirable transition length shall be 20' 9. For drak,age curbs,see Std.Drg.RD701. for each 1"difference in"E.. 1. SURFACING OF PAVED AREAS SHALL COMPLY WITH STREET CUT STANDARD DRAWING. Effective Date:June 1,2010- November 30,2010 RD700 2. JOINTS TO BE TACK AND SANDED. 3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. (10 A APPROVED BY: NO SCALE APPROVED BY NO SCALE In ENGINEERING DEPARTMENT AGUSTIN P. DUENAS TRENCH ENGINEERING DEPARTMENT AGUSTIN P. DUENAS � f,ilgh'r1`\ 13125 sw HALL BLVD. aTM°1 � D . NO. CITY ENS STANDARD CURB D . NO. ,,,,,,,Al,ililh� ,, 13125 SIN.HALL BLVD. TIGARD.OREGON 97223 . `__1 TIGARD.OREGON 97223 125 -- VOICE: (503)339-4171 MARCH 1998 BAC K F I LL 180 VOCE; 63e-4171 CITY OF TIGARD FAX: � �ee4-7237 CITY OF TIGARD FAX: (503)6e4-7237 MARCH 1998 pl " pacted backlill CV) OREGON APPROVAL DATE OREGON APPROVAL DALE If sidewalk is intended as portion of a dwy. adjacent to curb and sidewalk -* As specified m ens,mm.4. Provide corn - ,� Surface area or mountable curb is used min.thkn.6'. Surface area .. S pay area limit pay limit pay limit ** ** Tooled cold 1' _ Sidewalk width as specified 6' 1', Sidewalk width Setback as directed 1'__ Sidewalk width joint between min. 6'standard,see general note 2 • min. as specified 6'standard, (Buffer strip) min. as specified curb and Dummy joint- groove mod• Finish see general note 2 ** irk Flra�e getandl Hats 2 sidewalk ,� ,1.4r 1/4" Rd. e 0 �`e 296 r m n ?Si.vac-) r,�� Finish `�, 296 mar_i_296 maM 2% �� 296 max. } odes °. . a ,.. - w ��`�U`�bOU� p. `v"��``'�``'�,��``'"'� -� @ v�� w rii!�� ~��`� a LiJ Si-vat) I M( • ..-'o . p •Q° -> E --- a Aggr.base 6' _ STOP SIGN LOCATION Aggr. base °. . I as 4" * gr. base * raga. 'I Batter 6:1 as regd. regd. -1�1 � (INSTALL 4 PVC SLEEVE UNTIL CROSSWALK P ERM AN EN T SIGN INSTALLATION) STRIPING TYPICAL SETBACK SIDEWALK CROSS SECTION TYPICAL CURB SIDEWALK CROSS SECTION TYPICAL MONOLITHIC CURB&SIDEWALK 0.45» E=curb exposure,see general note 8 E=curb exposure,see general note 6 E=curb exposure,see general note 8 PC/PT co Driveway section,limit varies by option LLI CURB JOINT ' See Std.Drgs.RD725&RD740 Building,wall,or Coupling for p� -• :IP,' MIN. SEE NOTE 5 ROW 0.2" c� Contraction joirds et Contraction joints as regd.by driveway option weephole pipe obstruction SIDEWALK maximum 15'►ntervais, Driveway Broom pattern °offside sidewalk CURBSIDE see general notes 4 5"9" � � � ••y•••.'�. ;. 3• Sao sz, 5, _ . . . . �_ ROAD ��'''.'`�'. '•.='".• ••, . - • '.... . . . T,Q •�l°F' Q' � .. ..... .. .. ... i ....... .. .... . . " � muttipleaa5ibaawhole Ih1lIhiN:=11=11=11� 11.=411.#11#II- NS a ,. 3 PVC ie 5' . . ► ttip�5� �, •••• i•'...!. ..F -- •f: . [1=I1=11,=II=1Iw .11.=I1�-' o.so» S • 5, : ... (See g general note 3) min. min. 5 ►( 12 max. Ce 7 - 0 I 5' �2: .• - ,-•• . . ® �+ � � °; Coil Joint i -"` 2' ""- Sidewalk obstruction / 2 OF 3/4"-0" BASEROCK TRUNCATED DOME N L \o...,t3,,r - E . .COMPACTED SUBGRADE DETAIL s Tooled"Dummy'joints \-Curb orcurb8 , *5I O • as d. \-veeoie - ,p at 5 ram.intervals 9 reU I / • As Z �V� --1 1.7 I-t- `,A3 �� -. TYPICAL PLAN VIEW-SEPARATED SIDEWALK - 'f`-- L dlredel Finish u' 0 )\ Q� C7 Driveway section,limit varies by option. ° SI.vac. J•\ J �' • See Std. .RD730$�RD735 Joints In sidewalk to Curb or °` --_- 1J.I SIDEWALK ADJACENT TO CURB D 0 0 o c `- �P . EXPANSION or RD745&RD750 Coupling for match joints In�'� ��&gudef, as regd. ;° e _ ___ z � \J l�,Q •• •• •. JOINT (TYP) nCuen�dm mot r�� Contraction joints as regd.by driveway option �Pe pipe * *** � O Ce @ @ @ ( z w Q ' Broom pattern When site constraints prohibit a 5' Objects with base below 2'-4"may protrude any distance as long• --� 5 MIN. . . > Q' c • : • see general notes 4&5\ Driveway passage,the Engineer may direct ibis as the 5'circulation path Is maintained. When an object with a base W ROW W v < �- .:1•••••:::•• J I- .: . .. .. . .. . . ( - to be reduced,but no less than 4'. higher than 2'-4 protrudes further than 4 provide a curb below Q -••.-- O �° O C :: . ¢ z 11 :: '' :: :: :: ::::: .. .. .. ... ... .:: t . f protrusion to delineate edge. Ce 6 - ? ¢ PC/PT P T : . . - t : :: 3weleepC le pipe �_�2% cues o .. .: y• REQUIRED SIDEWALK WIDENING CLEAR CIRCULATION PATH W J i- (See genera!note 3j Q p (n i- AROUND OBSTRUCTIONS it . ., . :.�:,4• :r .::.'*:;::•:4;:;:; .:':.1 RAMP WIDTH \ ,� ROAD0 ..... X11=11=11=11.= 11=11=11-1 r VARIES c .•: .-.: ; .. . '= 11=11=11=11=11. ,11=11- I �- i \-Cola a� P . •, .-.s.. .:t . - Cad joint Joints In sidewalk to J Wee hole Tooled"Dummy''Dints Curb or curb& match joints in curb cam-' BOOK NO. N/A ----- BASELINE REPORT DATE 11-DEC-2009 u• 2" RAMP TEXTURE Tooled o'nom.mmy'� gutter as read NOTE Al material and workmanship shall be in accordarroe WW1 L■ O 2 OF 3/4"-0" BASEROCK PATTERN DETAIL the anwrtOregon f3 rdSpedfications LL, PLAN VIEW W TYPICAL PLAN VIEW-CURB LINE SIDEWALK OREGON STANDARD DRAWINGS 0 0 COMPACTED SUBGRADE The selection and use of this GENERAL NOTES FOR ALL DETAILS: 4. Conat expansion joints at 200'maximum spacing,and at points of tangency, Standard Drawing,while designed 0 ...... and at ends of each driveway. In accordance with generally 1. Include additional or unpaved 2'dearance to vertical faces higher than 5' For monolithic curb&sidewalk,coast.expansion joints at 45'maximum engineering p SIDEWALKS U.1 SIDEWALK AWAY FROM CURB p g spacing. ,L � such as retaining wad,sound walls.fences and buildings. V to N 0 TE S: 4 4 6 ..J 2. Curb type and sidewalk width as shown on plans or as directed. ability of the user and should not ' ' " .. 5. Conat contraction joints at 15'maximum spacing,and at ends of each driveway and ramp. and�,is the sole rayon- ...I 2008 0 • o On sidewalks 8 and wider, provide a longitudinal joint at the midpoint. 6. For curb details,see Std.Drgs.RD700&RD701. be used without consulting a DATE REVISION ,,, PTO ° Cg 1. CONCRETE SHALL BE 3000 P.S.I. AFTER 28 DAYS, 6 SACK MIX, SLUMP RANGE ea-- .T-r-. - -- %-- 1 • FLUSH 3. Install 3"pvc weephole pipes in sidewalks where shown on plans,and allowed by 7. Sidewalk details are based on United States ACCESS Board Standards. Registered Professional Engineer. .Norte gi Cle Z _111.2009 REVISED DETAIL%DUAL WILES lurie diCtiOn.Place contraction joint over top of pipe.•0 OF 1-1/2" TO 3„. 1I • • <,• : : . < •• ' - : • • • ••. i. . 2, 1`"' 8. For driveway details,see Std.Drgs.RD725,RD730,RD735,RD740,RD745&RD750. I - --- W•S •. • Z ° �";._d. .$-sii ii ' ` , . Effective Date:June 1 2010- November 30 2010 RD720 ~ �, - � � ''_' 1=11�`�IlE=ia11 :><r r<4 - . '' ' • II � I f 11 111.--..� t/) c.i 2. PANELS TO BE 5 FEET LONG. �'I aII�1 � .o di 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, 4" P.C. CONCRETE II�II O o 0 cop °°°°p Q UTILITY VAULTS, WHEELCHAIR RAMPS, & AT SPACING NOT TO EXCEED 45 FEET. I1 ll o°o°0 000000 0 ci 2" 3/4"-0" AGG. BASEROCK - DESIGNED: v 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE KMO o Lr) CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2" RADIUS. SECTION A-A DRAWN: 0 co 6 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE NOTES: CADD 2 CURB IS USED OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. CHECKED: OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES. 1. CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. IN 28 DAYS. REFERENCE ONLY S K a 2. CONTRACTION JOINTS SHALL BE SCRIBED 3/4" DEEP AND RAMP PANELS SHALL BE BE NOT APPROVED WITH T TS PFRMTT -§ 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3" DIAMETER EDGED ON 4 SIDES. SCALE: PLASTIC PIPE AT 2% SLOPE. CONTRACTION JOINT TO BE PLACED OVER PIPE. 3. EXPANSION JOINTS SHALL BE 1/2" ASPHALT IMPREGNATED MATERIAL OR EQUAL. H: N/A 4. SURFACE SHALL HAVE A MEDIUM BROOM FINISH. V: N/A 5. COLOR OF DOME AREA SHALL BE SAFETY YELLOW. JUNE 2010 APPROVED gam} BY NO SCALE BY NO SCALE PRELIMINARY 3050 6 - AGUSTIN P. DUENAS 3-10-03 ADD TRUNCATED DOME DETAIL x ENGINEERING DEPARTMENT CONCRETE ENGINEERING DEPARTMI ftTo-o3 WHEELCHAIR RAMP SUBJECT T4 AGENCY REVIEW SHEET a d1Y ENGINEER DWG. N0. DWG. No. 0, ,,,„,/q,„t�' ,, 13125&W HALL BLVD. ,,,rinuill\; �, 13125&W.HALL BLVD. CITY ENGINEER NOT FOR CONSTRUCTION "` D'°'�°': SIDEWALK a'4-�!aJA TIGARD.OPEGON 97 STANDARD CORNER v VOICE: tt�639-4171 MARCH 1998 vofcaE: (oo3 x-4171 128 ax CITY OF TIGARD FAX (503)664-7227 CITY OF TIGARD FAX: t 2 OREGON APPROVAL DATE OREGON APPROVAL DATE a. C 11 0 .„ ,r PLAN NOTES: , �°° \ " � , , .,TREE MITIGATION: "' ,,, " \ s E 1. For full text of the tree mitigation report, see associated tree report prepared by Joseph Harrity _ __ _ -- - _ �� ' _ .. -_W . e�G� of Harrity Tree Service, dated December 11,2009. \\ �°"7 �`\ 7 '` i�` •„'0,,,,„/ g o 2. There are three (3)existing trees on site larger than 12” (see plan this sheet for locations). Of \ 7 \ 7-'' ' €i %. 0 those trees only one(1)will be removed. The one tree to be removed is 18". Since more than -' ,� a _ _ ' ° o 50% of the existing tree DBH on the property will be retained, 9"inches will require mitigation ',v \---W° mir�"'' �� a Q ,� per Tigard Development Code sections 18.790.030.B.2 and 18.790.060.D_ ii o co 3_ The mitigation requirement is met with three(3)new 3"caliper trees being installed as part of � ,; tO ; C? I o } the development(see plan this sheet for locations)_ M � rn N rn �; TREE PROTECTION STANDARDS: i: '` ) ; \ ° j' g ; s �\ e-' 0 co o co \ •• 1 ff G M > co in co Placing Material Near Trees: 1 \ I, ,t - 4 �Q GA EXTG TREE#1 6 i s T L No person may conduct any activity within the protected area of any tree designated to remain, _ " r _ ,� ° 11 + , Mid L TO REMAIN .__.. *. _ _ _w -- includin but not limited to parking equipment, placin solvents, storing building material and soil " " --- -- - — o deposits, dumping concrete washout and locating burn holes. During construction, no person shall F{ _' o P P 9 9 9 P _ _..._.. ®µ • PARK ST e. attach any object to any tree designated for protection_ ,- / ' ( Q r _, PROPOSED '° ,'1 _ i Protective Barrier: if , _: MITIGATION - a Before development, land clearing,filling or any land alteration for which a tree removal permit is TREE (3") %} � I f! SW GAARDE _ SW MCDONALD ST a required, the applicant shall: ; ; Ei , ) -_li Erect and maintain fence along the ¢1 EXTG TREE#8 4" • aintain a readily visible protective tree fen al ng th outer edge and completely l ( ) N ... : Qi TO REMAIN ..,. surrounding the protected area of all protected trees or groups of trees. Fences shall be i° PROPOSED . - _._ .__._.w... _.___._. ;, ( fr, constructed of chain link and at least four feet high, unless other type of fencing is authorized by the EXTG TREE#3(7") Director_ MREE A ION TO BE REMOVED _ . (3") , ' EXTG TREE#5 (18 ) I � .., ' Prohibit excavation or compaction of earth or other potentially damaging activities within the �, L "" TO BE REMOVED �_.. � barriers. `� 1 VICINITY MAP , , ,,,:: ' Ill -I al ,,, 0 c Maintain the protective barriers in place until the Director authorizes their removal or a final II �, 3 THIS EXTG l 'EE NOT SURVEYED NOT TO SCALE certificate of occupancy is issued,whichever occurs first. 11 i= , EXTG TREE#9 4 I , rah .-x:_� _. �.._,_,.. _. TO REMAIN �� g APPROXIMATE EXTG TREE#2(16") - ' I FIELD ADJU T PLANTINGS AS Ensure that any landscape work done in the protected zone subsequent to the removal of the " TO REMAIN ,, �1 f , _-- -H--- »,w "� NEEDED TO ACTUAL LOCATION ,�+ it ,,°- L, P barriers shall be accomplished with light machinery or hand labor. 7 /,‘,._. -- :: :µm: .-:^... .w ._ = - k -` I _ \ 7 t,,,, ' 1 , { �. I , EXTG TREE#7(5") III ��, „In addition to the above,the Director may require the following: \ ,- - _..... \.., EXTG TREE#4 8" 3 _ ;;; I ' TO REMAIN _ ;_ Ems„„ Cover with mulch to a depth of at least 6 inches or with plywood or similar material the areas --`` TO BE REMOVED -.„\ £ `, 1 adjoining the critical root zone of a tree in order to protect roots from damage caused by heavy '_ iiIPM D ,�� '' equipment. .. .. . .�m� %I (10 EXTG TREE#6 (10") I� � II Minimize root damage by excavating a 2 foot deep trench, at edge of critical root zone,to cleanly TO BE REMOVED ii severe the roots of trees to be retained. LEGEND in Have corrective pruning performed on protected trees in order to avoid damage from machinery or - i ! ItI*1111 building activity_ PROPOSED 1 // 1 . MITIGATION f 'J 1 / I 1 Maintain trees throughout construction period by watering and fertilizing. \ %' '°� TREE (3"} / i II 9 111 C41 P Y 9 9 \ t o PROPOSED DECIDUOUS TREE \ 3 TALL SCREEN //� WALL(TYP) `i ; Grade: \\ I �`;''� ; / 3 `� The grade shall not be elevated or reduced within the critical root zone of trees to be preserved ;I '— / 1: • mats without the director's authorization. The director may allow coverage of up to one half of the area of ��, � ,, it 0 the tree's critical root zone with light soils(no clay)to the minimum depth necessary to carry out �� it\ 3' ,,_........_...�_,....._... . -_......... .-_..... ::.:; :.r:: ,m m -. :. SIGHT TRIANGLE grading or planting plans, if it will not imperil the survival of the tree. Aeration devices may be 1i 1 11 (NP} PROPOSED CONIFEROUS TREE required to ensure the tree's survival. 3 ,' 1111■1_■■■ im ,m„ _i d... ._ s . . _.. . _ _- Ii ._._... ._._... .. .... ..._.. ._... _ �CG�i��" • • • If the grade adjacent to a preserved tree is raised such that it could slough or erode into the trees v. _.e._..______ _..__...... ._ _ e-■: __ _____ _ ___ ...._....___. , W- :W.. . ==== critical root zone, it shall be permanently stabilized to prevent suffocation of the roots. z tit The applicant shall not install an impervious surface within the critical root zone of any tree to bey - EXTG CONIFEROUS TREE Ili retained without the authorization of the Director. The Director may require specific construction 4, '; ' methods and/or use of aeration devices to ensure the tree's survival and to minimize the potential ;� _________._____________________________ _____,_____________._____________- _.....w_._.__._________...__ m__ ._.___.._...._.._.__...____________.____..__ Ce for root induced damage to the impervious surface. , if` 4 ( m 1 EXTG DECIDUOUS TREE To the greatest extent practical, utility trenches shall be located outside of the critical root zone of z { ` B trees to be retained. The Director may require that utilities be tunneled under the roots of trees to \; ____w_ __._.____` 0 be retained if the Director determines that trenching would significantly reduce the chances of the - ,4 4 ,`. CD tree's survival. , ----------------------------------- _ __ _W_ v EXTG DECIDUOUS TREE W 4 { ___________W. TO BE REMOVED 11111=1 Ce Trees and other vegetation to be retained shall be protected from erosion and sedimentation. ,4 <j „„., 0 Clearing operation shall be conducted so as to expose the smallest practical area of soil to erosion °, __:... _.w....:,:,: ._�M...�:.w,_ LANDSCAPE AREA EDGE CO CI for the least possible time. To control erosion, shrubs, groundcovers and stumps shall be `; # _ ______ ____._ __________,_________________.__....___..__._.______........._....__._...___.________________.__....___...._._. _.___..._..__._____-_________.. maintained on the individual lots,where feasible. ,4 ; Ct % —x—x— TREE PROTECTION FENCE 'Q Directional Felling: ', 'a Li i= Directional felling of trees shall be used to avoid damage to trees designated for retention. ----------_________________________m___________ -M-__________________ _____________________. --M---,-...._m______________.________ % LL Additional requirements: ;', 4, 0 The Director may require additional tree protection measures which are consistent with accepted '' , = •_ __ _ _ __mm _ _ _ ___ ' • urban forestry practices. _----- ` ,, _ 0 ___----- t ,,',°' \ --, 71-- ' \ 7----- \ /7./ 14. rt (-3 Trees shown to be preserved may be removed to accommodate necessary construction provided - , �� ' ill l' iii/ W z Iwo w the project meets the minimum requirement of 30 tree units per acre. _ -;�%�` °� • I ° , \ 1 , %. I !Ci 11 I 1..... �\ f ---' \ . z ii /a. -,,� - pal // e• 0 o �N\\� iii i/' N W MIN DIST FROM TREE Q laam Q '(' EQUAL TO DRIP LINE 0 o NJ _ FOR EACH TREE W 0 AS SHOWN ON PLAN NJ J CV cii W I- I& < (I) H J Q 0 in GAL STEEL CHAIN LINK MESH ON ° STEEL FRAME TO FORM CONTINUOUS -0 PROTECTIVE BARRIER AROUND TREE. DESIGNED: 2 a. z --- REFERENCE ONLY JAN Q. � NOT APPROVED WITH THIS PERMIT DRAWN: 0 't' MPA a CHECKED: CONCRETE WEIGHT OR STEEL BRACKET JAN °' _ UNDISTURBED - . . .„ ANCHORING SYSTEM AS REQUIRED TO BSI S TEMP SCALE: ' EXTG GRADE MAINTAIN FENCE FIRMLY ERECT FOR �� 440 -.d H: 1"=20' cu ® n k DURATION OF PROJECT V: N/A A4-_,”4 c Iv • • . JUNE 24,2010 : 3050-00 0 t"4 JOHN A.NUTTBROCK Q Scale 1 = 20' '1` OREGON 'w SHEET cy) 20 10 0 20 tg Expires 11-30-10 1, ao 1 Tree Protection Fencing , . -. . . e $ 2 � � 4-PE ARC LI 0 c- L1.0 NOT TO SCALE LJ 7 ✓` ► \\ SL. _ . ==w:_...._.....=._=..._....___.,_.,._a...=____...,._=_ • W - \ 7 \ s 7 ,� /�, _ 5 TTP �k�To \ ,�-'� \ 7° /f' ''�'%b A in b.7 co�r P * -`fir wi iff:%"; L'i'll- iri___----------- 5SVT ,. VI. . .-3 INF, , .„4,--. 4110`, '`',. ,;,•_,„ ...... .:,1'***404%*....*_,,,..,..2".isVii•••4 j'_________'•_\ 12 SVT 1 TZS GWF , �, ' G�' 2 \ p AL ‘''''''-'/' ---' 3 SVT 1 TZS �� GI �q ti QP°> Cb-Ili__:..... .:�'�"` 'r.�w,Sr .�W�.. t _.,.. .. hr:� w_ -, ......._y*.:.y „r.{.+ '""'- ewa-� •"•w= "`.w ��'' , T r r / �/ w1y �,T� f,�, r, Q a a•. w N s2 .aQn°eann -'a'a'4 anaQ7s"'�'anna aQQaanaS'S'n°Q° .''iy1^,1"""" �" '. � `�� — r ' r��_�. T.41�.�_.��__♦.�.4� .°,°na .°aaaanaQa°QQaannaan ,QenaaaQQ°°a°aQ°nQQ°an t��M 'Irtt ach 1 TZS _ o �� —__ _ _____ _ — _ _ a°°a°a°QQ°nQa°°°oQ a°Qa°aeQ°Q ~ C1 yK�y � ,Nrrr. ��+ PARK ST j N O '�„�,�, �~�wr.�t� -.,,�/ i1t;- '� = a� x�_ o c~o I N a0~TREE �_ o rn N rn o /40.. fiiiir:1 k1 1111w1 Tian �1..; 24 SPL /' ° > OPOL-4101,14 - IF _____ •44w-1111411111sw I ill 1ia . , O ,___._.1 iir , 11�---'� VICINITY MAP L 441 EXTG DECIDUOUS TREE .H � �- c TO REMAIN (TYP) . �: .. ... ._._. THIS EXTG 14-EE NOT SURVEYED NOT TO SCALE ,Vwtii -( �''p LOCATION Ig APPROXIMATE 0 12 GAU I mm ► FIELD ADJU '1 PLANTINGS AS ^'her► ., \ 7 ,, , , R �� , NEEDED TO ACTUAL LOCATION 7 ' '^mow►. _7,, - ,.21 N\\,.- \ _ Oi a �"` \ y „, \„, �� ° ,��.-..-.► , f �� Ef- i ° LEGEND - -- `' Al� ■Ii. _�, �;w� TREE t c I I 8 SIC / �1 ,�, PROPOSED DECIDUOUS TREE - 1 TZS 7 SIC _di, 1 ID TAP 1 TZS �/ / EXTG CONIFER TREE 20 SIC 5 SIC / / a TO REMAIN(TYP) 31 SIS /� ,,�/L,, �/ / GAU � /� ,'"�7'�'1�� +►�. �, PROPOSED CONIFEROUS TREE \ (' ::1 �A k ��cab. ''• 4 16 SIC .. —— ——————.—— ————--'— 44' y 41.•� ,n 1 4 SVD 1 \ ill \ ! y y y !�� k .\ y y y y r ` � I�, k k y y k' '\ — k r k y y k k ' k ' * ~ ,' , y . y y #'�•w^- e, y W k . v i I k k`,\ k k y y k k y . k y y y k k y k k y �'-S=M=��— _;; ;"""ice—u=�4 �P 1 :�=�- • C-- _ 1"."' y y LL y k. y y �y k k 1L y y 3 0 PROPOSED SHRUB "\i • I�1)...,,.,Ww..,,,,..,-........,..m..a............_......,.......w....a..<..._.,aw...... .. .. \ AllllllIhidd 'b,,,,...:- ky k k' y ` y k ` 1 SIGHT TRIANGLE CO 1 (TYP) k \ i 7 J/k y p} I. y k y y y i IT . d ._ EXTG CONIFEROUS TREE;i t \ . ILO i \ , ,, 4 B/ L / y y Y y k k k y k y y k k W Y INIIIIIII t , 6 3 . ...«. ..w,.....,...... ....r................,............,..._. _..........._.............. ..,..,,».,•.,.. / \ . .._... ... _ m_ � .«.«.«.,.. .. ._,_ d S EXTG DECIDUOUS TREE Clf) TURF GRASS 7 TKP ;f\ /1 { { t , 4 µ� °' °_ LANDSCAPE AREA EDGE • , , 0 { , t , SW PACIFIC HIGHWAY ____________________________ ________ , t , E t a „, , 4_._ ....a._W_..,......_ ._ _______ { t , { , t {t 4 PLANT LIST LI '; SYM QTY NAME SIZE & CONDITION SPACING { , { i , t TREES IX , i Acer platanoides 'Crimson Sentry' 3”cal.;8'- 10'Tall; B&B As Shown Z }4 TAP 3{ ,{, Crimson Sentry Norway Maple 0 TKP 7 : h1ata 2"cal.,8'- 10'Tall; B&B As Shown_ � -� - �_- - -'' �� ainTree w ` r ) ✓•- ..-w-�-- / , ' ' ' , ' -, Thuja plicata `Virescens' 0 °m w __� � °� ;T` ,� 0 \ 0 ' 1-1—i ` O TTP 5 6'-8'Tall; B&B As Shown Virescens Cedar i o I 1 g 1' / ,� �� , �� ) Zelkova serrata Village Green ,1 ■ cf) f_ €1 �, \ ,� TZS 6 Village Green Zelkova 2 cal.;8 - 10 Tall; B&B As Shown C1C ii 1 SHRUBS C' ___„ „_ , ,, , ,,,\' ,, i Ilex crenata 'Convexa' SIC 66 Convex Japanese Holly 3 gal.container 3'-6"O.C. 0 PLAN NOTES: SIS 31 Ilex crenata 'Sky Pencil` 1 gal.container 2'-3"O.C. Flo, Sky Pencil Japanese Holly INSTALLATION: Nandina domestica 'Compacts' V SND 8 Compact Heavenly Bamboo 1 gal.container 2'-6" O.C_ . . T 1. The contractor shall install the landscape according to these plans, details, and the specifications. _ 2. All plantings shall be installed according to accepted planting procedures. Prunus laurocerasus 'Otto Luyken' 3'- 0 00 Q. 3. The plant materials shall be of high grade, and shall meet the sized and grading standards of the American Standards for Nurberg Stock SPL 24 Otto Luyken Laurel 3 gal.container 3 6"O_C_ , (ANSI Z60, 1-1986, and any future revisions). Z Z 2 Viburnum davidii ,- „ a. SVD 4 David Viburnum 3 gal.container 3 6"O.C. Ca PLANTING SPECIFICATIONS, DETAILS,AND LEGEND: T T Iii General notes and plant list is on the sheet. Viburnum tinus 'Spring Boquet' a. N SVT 25 3 gal.container 4'-6" O.C.„n Tree protection requirements are on sheet L1.0_ Spring Boquet Viburnum T linam Q o Planting details are on sheet L3.0. a. U E, Specifications are on sheet L4.0_ GROUNDCOVERS < 0 -.� (.) T N`o IRRIGATION: GAU 1,660 SF Arctostaphylos uva-ursi 4”pot 3'-0"O_C_ Cl) W -r'�� Kinnickinnick C 6 Irrigation will be provided by an automatic underground system capable of providing adequate water to planting throughout the year. The g system design by p GWF 375 SF Waldsteinia fragariodes 4"pot 1'-0" O.C_ Z C/3 -v irrigation s stem will be desi n build b the landscape contractor. o V V V V V Barren Strawberry J © ROOT BARRIERS: TURF GRASS SOD oTrees planted within medians and/or planting strips in public rights-of-way shall be installed with root barriers at edge of walks and curbs. w y -° y y 2,193 SF 'Overtime'Seed Mix As Available from Sunmark Seeds DESIGNED: 2 LANDSCAPE AREA CALCULATIONS: y y Portland, OR;503-241-7333 JAN a5,082 S.F.(15%of Site)PROPOSED y al 5,070 S.F.(15%of Site)REQUIRED DRAWN: 7 REFERENCE ONLY MPA GENERAL PROVISIONS: NOT APPROVED WITH THIS PERMIT CHECKED: -6 1. The owner, tenant and his agent, if any, shall be jointly and severally responsible for the maintenance of all landscaping and screening JAN which shall be maintained in good condition so as to present a healthy, neat and orderly appearance,shall be replaced or repaired as - 3 necessary, and shall be kept free from refuse and debris. )G-t. S TE SCALE: 2. All plant growth in landscaped areas of developments shall be controlled by pruning,trimming or otherwise so that: *' 440 46 H: 1" 20' © a. It will not interfere with the maintenance or repair of any public utility V: N/A -Cu b. It will not restrict pedestrian or vehicular access 0 0 JUNE 24,2010 G c_ It will not constitute a traffic hazard because of reduced visibility. 3050-00 CO 3 _ Certificates of occupancy shall not be issued unless the landscaping requirements have been met or other arrangements have been made t'" JOHN A.NUTTBROCK E" and approved by the City of Tigard such as to posting of a bond. „ = 20' '- SHEET LO ® 4. Appropriate methods for the care and maintenance of street trees and landscaping materials shall be provided by the owner of the property Scale 1 = 20 '�� OREGON z4,) abutting the rights-of-way unless otherwise required for emergency conditions and the safety of the general public. 20 10 0 20 Expires 11-30-10 1. a 5 . No trees, shrubs or plantings more than 18"in height shall be planting in public right-of-way abutting roadways having no established curb mom C� •° and gutter_ � ��3tP L2.0 a. di \ .7( CHAIN-LOCK TREE TIES, MEDIUM OR HEAVY DUTY, 4 1� 3/4"MIN.WIDTH, SECURE TIE TO WOOD STAKE W/ - f GALVANIZED NAIL \� � � INSTALL 14 a_GUY WIRE INSIDE 1/2" RUBBER HOSE AROUND (2)2"x2"x8'WOOD STAKES, SQUARE OR ROUND, �•...--- * TREE;AND INSIDE 4'x1/2" PVC PIPE FOR VISIBILITY AND SAFETY 0 STAIN BROWN (3 STAKES WHEN EXPOSED -- r,® FOR SEQUOIAS, REMOVE GUY WIRES AND STAKES AFTER ONE INSTALL TRUNK GROWTH BASE AT 1"ABOVE FINISH GRADE TO HIGH WINDS) ,�,) FULL GROWING SEASON IN SPRING TO PREVENT GIRDLING �. ` 'g,' INSTALL TRUNK GROWTH BASE AT 1"ABOVE FINISH GRADE 3" DEPTH BARK MULCH OVER COMPOST LAYER .,.....� INSTALL TRUNK GROWTH BASE AT 1"ABOVE FINISH GRADE \ k t , 3" DEPTH BARK MULCH OVER COMPOST LAYER f-- �''�'" - REMOVE BURLAP FROM TO 1/2 OF ROOT BALL IN LAWN AREAS, INSTALL 3'0 BARK MULCH RING �`" � � , 3" DEPTH BARK MULCH OVER COMPOST LAYER ( REMOVE ANY NON-BIOGRADABLE MATERIAL Ill CONSTRUCT A 3"WATERING BASIN USING SOIL °, � `{�- CONSTRUCT A 3"WATERING BASIN USING SOIL CONSTRUCT A 3"WATERING BASIN USING SOIL ' ( I REMOVE BURLAP FROM TO 1/2 OF ROOT BALL - --� ' .►, REMOVE BURLAP FROM TO 1/2 OF ROOT BALL E ' , "� �f:� REMOVE ANY NON-BIOGRADABLE MATERIAL BACKFILL: 100% EXTG SOIL FROM HOLE N a REMOVE ANY NON-BIOGRADABLE MATERIAL •.--+� SCARIFY SIDES OF HOLE BEFORE BACKFILLING o 1'"`1'�'' INSTALL(3)2"x2"x3'WOOD STAKES ° m 4111116•....,x,......�' _ BACKFILL: 100% EXT% EFr SOIL RO HOLE liar/'� ROUND OR SQUARE, STAIN BROWN �, TEA BAG TYPE FERTILIZER PACKETS!20-10-15 WITH MINORS �, o X iii '" l SCARIFY SIDES OF HFORE BACKFILLING "�+.... ••� .; 92 '- - �, - ` v♦• _ FOLLOW MANUFACTURERS INSTRUCTIONS FOR PLACEMENT ,� Q y w IN-" '" '''"' `.,:'"' INSTALL 1 PER GALLON OF POT SIZE °0 "' - '•-. — �* "� .► •.',:�' • BACKFILL: 100% EXTG SOIL FROM HOLE w, • ••�•: A ., c • •� w• TEA BAG TYPE FERTILIZER PACKETS 20-10-15 WITH MINORS ( ::F'`•., •� �� '� •�: ; :"� / _ _ ; '.w��''�►•�► •f �' a, o -III • ��','_'.' I I=I I •• • #I*# . . SCARIFY SIDES OF HOLE BEFORE BACKFILLING 1—) I •;;•,•► .. I= JR SIMPLOT BEST PAKS, OR APPROVE EQUAL�• � �o► = FOLLOW MANUFACTURERS INSTRUCTIONS FOR PLACEMENT .III 4 ; :;.,; _ ,• I 1-1 :..=,.:: _t •''• ,:•:.,:*-.: _- •�s'• - -III '♦h•t. •-�'.♦.�,.w.=.. ••.♦ - 0 1 �. � =:-7111-----I - �U�'�''"' - _ - I =111-1- 1=1 INSTALL 6 PER TREE CALIPER INCH 1=11 _ : ,t III_ I I �►/►� 1 11 I I=I I (=I — III- JR SIMPLOT BEST PAKS, OR APPROVE EQUAL 11 ( I -- — __ _ TEA BAG TYPE FERTILIZER PACKETS 20-10-15 WITH MINORS I I I -_ ��'' ==1- M >al M u) I I I—1 I I=1 I I-1 I 1=1 ''`� =1 I I III III— —I I ( III FOLLOW MANUFACTURERS INSTRUCTIONS FOR PLACEMENT = _ _ _ _ Copyright 2007 HDJ Design Group PLLC AUTOZONE STORE NO. 3756 JUNE 24, 2010 PART 2- PRODUCTS C. Unchanged Subgrades: If turf is to be planted in areas unaltered or undisturbed by excavating,grading,or surface-soil stripping operations,prepare surface soil as follows: 2.1 PLANT MATERIAL 1. Remove existing grass,vegetation,and turf. Do not mix into surface soil. A. General: Furnish nursery-grown plants true to genus,species,variety,cultivar,stem form,shearing,and other features indicated in Plant Schedule or Plant Legend shown on Drawings and complying 2. Loosen surface soil to a depth of at least 6 inches. Apply soil amendments and fertilizers according to planting soil mix proportions and mix thoroughly into top 6 inches of soil. Till soil to a LANDSCAPE SPECIFICATIONS with ANSI Z60.1;and with healthy root systems developed by transplanting or root pruning. Provide well-shaped,fully branched,healthy,vigorous stock,densely foliated when in leaf and free of disease, homogeneous mixture of fine texture_ _ pests,eggs,larvae,and defects such as knots,sun scald,injuries,abrasions,and disfigurement. 1. Remove stones larger than 1 inch in any dimension and sticks,roots,trash,and other extraneous matter. PART 1 - GENERAL 1. Trees with damaged,crooked,or multiple leaders;tight vertical branches where bark is squeezed between two branches or between branch and trunk("included bark");crossing trunks;cut-off limbs 2. Legally dispose of waste material,including grass,vegetation,and turf,off Owner's property. 1.1 SUMMARY more than 3/4 inch in diameter or with stem girdling roots will be rejected. D. Finish Grading: Grade planting areas to a smooth,uniform surface plane with loose,uniformly fine texture. Grade to within plus or minus 1/2 inch of finish elevation_ Roll and rake,remove ridges,and fill A. Section Includes: 2_ Collected Stock: Do not use plants harvested from the wild,from native stands,from an established landscape planting,or not grown in a nursery unless otherwise indicated. depressions to meet finish grades. Limit finish grading to areas that can be planted in the immediate future. _ , 1. Plants;Topsoil;Tree stabilization;Planters;Seeding;Hydro Seeding;Sodding. B. Provide plants of sizes,grades,and ball or container sizes complying with ANSI Z60.1 for types and form of plants required. Plants of a larger size may be used if acceptable to Landscape Architect, E. Moisten prepared area before planting if soil is dry_ Water thoroughly and allow surface to dry before planting. Do not create muddy soil. - 1.2 DEFINITIONS with a proportionate increase in size of roots or balls. F. Before planting,obtain Architect's acceptance of finish grading;restore planting areas if eroded or otherwise disturbed after finish grading. A. Backfill: The earth used to replace or the act of replacing earth in an excavation. C. Root-Ball Depth: Furnish trees and shrubs with root balls measured from top of root ball,which shall begin at root flare according to ANSI Z60.1. Root flare shall be visible before planting. 3.6 TREE,SHRUB,AND VINE PLANTING B. Balled and Burlapped Stock: Exterior plants dug with firm,natural balls of earth in which they were grown,with ball size not less than the diameter and depth recommended by ANSI Z60.1 for type and D. Labeling: Label each plant of each variety,size,and caliper with a securely attached,waterproof tag bearing legible designation of common name and full scientific name,including genus and species. A. Before planting,verify that root flare is visible at top of root ball according to ANSI Z60.1. If root flare is not visible,remove soil in a level manner from the root ball to where the top-most root emerges from size of plant required;wrapped with burlap,tied,rigidly supported,and drum laced with twine with the root flare visible at the surface of the ball as recommended by ANSI Z60.1. Include nomenclature for hybrid,variety,or cultivar,if applicable for the plant as shown on Drawings. the trunk. After soil removal to expose the root flare,verify that root ball still meets size requirements. C. Balled and Potted Stock: Exterior plants dug with firm,natural balls of earth in which they are grown and placed,unbroken,in a container. Ball size is not less than the diameter and depth recommended E. If formal arrangements or consecutive order of plants is shown on Drawings,select stock for uniform height and spread,and number the labels to assure symmetry in planting. B. Remove stem girdling roots and kinked roots. Remove injured roots by cutting cleanly;do not break. by ANSI Z60.1 for type and size of plant required. 2.2 SEED C. Set balled and burlapped stock plumb and in center of planting pit or trench with root flare 1 inch above adjacent finish grades. D. Bare-Root Stock: Exterior plants with a well-branched,fibrous-root system developed by transplanting or root pruning,with soil or growing medium removed,and with not less than minimum root spread A. Grass Seed: Fresh,clean,dry,new-crop seed complying with AOSA's"Journal of Seed Technology;Rules for Testing Seeds"for purity and germination tolerances. 1_ Use planting for backfill. according to ANSI Z60.1 for type and size of plant required. B. Grass Seed Mix: Proprietary seed mix as follows: 2. After placing some backfill around root ball to stabilize plant,carefully cut and remove burlap,rope,and wire baskets from tops of root balls and from sides,but do not remove from under root balls. E. Clump: Where three or more young trees were planted in a group and have grown together as a single tree having three or more main stems or trunks. 1. Products: Subject to compliance with requirements,provide the following: Remove pallets,if any,before setting. Do not use planting stock if root ball is cracked or broken before or during planting operation. F. Container-Grown Stock: Healthy,vigorous,well-rooted plants grown in a container,with a well-established root system reaching sides of container and maintaining a firm ball when removed from a. 'Overtime'Seed Mix as available from Sunmark Companies,or approved equal. 3. Backfill around root ball in layers,tamping to settle soil and eliminate voids and air pockets. When planting pit is approximately one-half filled,water thoroughly before placing remainder of backfill. container. Container shall be rigid enough to hold ball shape and protect root mass during shipping and be sized according to ANSI Z60.1 for type and size of plant required. 2.3 TURF GRASS SOD Repeat watering until no more water is absorbed. G. Duff Layer The surface layer of native topsoil that is composed of mostly decayed leaves,twigs,and detritus. A. Turf Grass Sod: Certified,complying with"Specifications for Turf Grass Sod Materials"in TPI's"Guideline Specifications to Turf Grass Sodding." Furnish viable sod of uniform density,color,and texture, 4_ Place planting tablets in each planting pit when pit is approximately one-half filled;in amounts recommended in soil reports from soil-testing laboratory. Place tablets beside the root ball about 1 inch E H. Finish Grade: Elevation of finished surface of planting soil. strongly rooted,and capable of vigorous growth and development when planted. from root tips;do not place tablets in bottom of the hole. o I. Manufactured Topsoil: Soil produced off-site by homogeneously blending mineral soils or sand with stabilized organic soil amendments to produce topsoil or planting soil. B. Turf Grass Species: Sod of grass species as follows,with not less than 95 percent germination,not less than 85 percent pure seed,and not more than 0.5 percent weed seed: 5. Continue backfilling process. Water again after placing and tamping final layer of soil. t■-. CV o ci. J. Pests: Living organisms that occur where they are not desired,or that cause damage to plants,animals,or people. These include insects,mites,grubs,mollusks(snails and slugs),rodents(gophers, 1. Matching the species of the seed mix in item 2.2 or approved equal. D. Set balled and potted or container-grown stock plumb and in center of planting pit or trench with root flare 1 inch above adjacent finish grades a) m cil 2 moles,and mice),unwanted plants(weeds),fungi,bacteria,and viruses. 24 INORGANIC SOIL AMENDMENTS 1. Use planting soil for backfill. 0 0) K. Planting Area: Areas to be planted. A. Lime: ASTM C 602,agricultural liming material containing a minimum of 80 percent calcium carbonate equivalent and as follows: 2. Carefully remove root ball from container without damaging root ball or plant_ co c co ,.., co CD 7) L. Planting Soil: Standardized topsoil;existing,native surface topsoil;existing,in-place surface soil;imported topsoil;or manufactured topsoil that is modified with soil amendments and perhaps fertilizers 1. Class: T,with a minimum of 99 percent passing through No.8 sieve and a minimum of 75 percent passing through No.60 sieve. 3. Backfill around root ball in layers,tamping to settle soil and eliminate voids and air pockets. When planting pit is approximately one-half filled,water thoroughly before placing remainder of backfill. a) a) x a) -0 to produce a soil mixture best for plant growth_ 2. Class: 0,with a minimum of 95 percent passing through No.8 sieve and a minimum of 55 percent passing through No_60 sieve. Repeat watering until no more water is absorbed. E.D. < co 4.- --nd-- _a M. Plant;Plants;Plant Material: These terms refer to vegetation in general,including trees,shrubs,vines,ground covers,ornamental grasses,bulbs,corms,tubers,or herbaceous vegetation. I Provide lime in form of ground dolomitic limestone. 4. Place planting tablets in each planting pit when pit is approximately one-half filled;in amounts recommended in soil reports from soil-testing laboratory_ Place tablets beside the root ball about 1 inch 4cii co Lo I-- 00 0 co N. Root Flare: Also called"trunk flare." The area at the base of the plant's stem or trunk where the stem or trunk broadens to form roots;the area of transition between the root system and the stem or B. Sulfur Granular,biodegradable,and containing a minimum of 90 percent sulfur,with a minimum of 99 percent passing through No.6 sieve and a maximum of 10 percent passing through No.40 sieve. from root tips;do not place tablets in bottom of the hole. ,F,, ...7 70t o 1,- CD c? T } trunk. C. Iron Sulfate: Granulated ferrous sulfate containing a minimum of 20 percent iron and 10 percent sulfur. 5. Continue backfilling process_ Water again after placing and tamping final layer of soil. LO I °?,- > co ..a. to = 0. Stem Girdling Roots: Roots that encircle the stems(trunks)of trees below the soil surface. D. Aluminum Sulfate: Commercial grade,unadulterated. E. Set and support a) CV C7) 4-.- rt bare-root stock in center of planting pit or trench with root flare 1 inch above adjacent finish grade. 5 co a) CD CD E. P. Subgrade: Surface or elevation of subsoil remaining after excavation is complete,or the top surface of a fill or backfill before planting soil is placed. E. Perlite: Horticultural perlite,soil amendment grade. 1. Use planting soil for backfill. o C o 0-) o o co co o co a) *e" Q. Subsoil: All soil beneath the topsoil layer of the soil profile,and typified by the lack of organic matter and soil organisms. F. Agricultural Gypsum: Minimum 90 percent calcium sulfate,finely ground with 90 percent passing through No.50 sieve. 2. Spread roots without tangling or turning toward surface,and carefully work backfill around roots by hand. Puddle with water until backfill layers are completely saturated. Plumb before backffiling,and ce) > co to er) R. Surface Soil: Soil that is present at the top layer of the existing soil profile at the Project site. In undisturbed areas,the surface soil is typically topsoil;but in disturbed areas such as urban environments, G. Sand: Clean,washed,natural or manufactured,and free of toxic materials. maintain plumb while working backfill around roots and placing layers above roots. Remove injured roots but cutting cleanly;do not break. the surface soil can be subsoil. H. Diatomaceous Earth: Calcined,90 percent silica,with approximately 140 percent water absorption capacity by weight. 3. Place planting tablets in each planting pit when pit is approximately one-half filled;in amounts recommended in soil reports from soil-testing laboratory. Place tablets beside soil-covered roots about 1 1.3 SUBMITTALS I. Zeolites: Mineral clinoptilolite with at least 60 percent water absorption by weight. inch from root tips;do not place tablets in bottom of the hole or touching the roots. Yrld to? o A. Product Data: Submit to Landscape Architect if contractor proposes deviations from the drawings or specifications or for public works projects,for each type of product indicated,including soils. 2.5 ORGANIC SOIL AMENDMENTS 4. Continue backfilling process. Water again after placing and tamping final layer of soil. >, (I) I. Plant Materials: Within seven(7)days of bid selection or award submit copies of purchase orders for plants,indicating plants available. Include quantities,sizes,quality,and sources for plant A. Compost: Well-composted,stable,and weed-free organic matter,pH range of 5.5 to 8;moisture content 35 to 55 percent by weight;100 percent passing through 1-inch sieve;soluble salt content of 5 to G. Set bare-root cuttings minimum of 12 inches below finish grade. Tamp backfill so that cuttings remain in installed position. Ensure the cuttings are installed with growth end upward. ?. materials. If not available,find available sources. Submit requests for substitution of at least three(3)similar plants with similar characteristics if plants not available on the Pacific Northwest region. 10 decisiemens/m;not exceeding 0.5 percent inert contaminants and free of substances toxic to plantings;and as follows: H. When planting on slopes,set the plant so the root flare on the uphill side is flush with the surrounding soil on the slope;the edge of the root ball on the downhill side will be above the surrounding soil. 1 a 2. Herbicides: Include product label and manufacturer's application instructions specific to the Project. 1. Organic Matter Content 50 to 70 percent of dry weight. Apply enough soil to cover the downhill side of the root ball. 3. Root Barriers. 2. Except for compost that may be needed to improve the topsoil to meet specifications and for lawns,compost shall not be tilled into the topsoil but shall be layered as shown in the planting details_ I. Trunk Wrapping: Inspect tree trunks for injury,improper pruning,and insect infestation;take corrective measures required before wrapping. Wrap trees of 2 inch caliper and larger with trunk-wrap tape. D 1 4. Nonwoven geotextile filter fabric. B. Manure: Well-rotted,unleached,stable or cattle manure containing not more than 25 percent by volume of straw,sawdust,or other bedding materials;free of toxic substances,stones,sticks,soil,weed Start at base of trunk and spiral cover trunk to height of first branches. Overlap wrap,exposing half the width,and securely attach without causing girdling. 0 1. 5. Woven geotextile filter fabric. seed,debris,and material harmful to plant growth. 3.7 TREE,SHRUB,AND VINE PRUNING B. Samples for Verification: Submit to Landscape Architect if contractor proposes deviations from the drawings or for public works projects,for each of the following: 2.6 FERTILIZERS A. Remove only dead,dying,or broken branches. Do not prune for shape. _ W 4 1. Trees and Shrubs: Three samples of each variety and size delivered to the site for review. Maintain approved samples on-site as a standard for comparison. A. Bonemeal: Commercial,raw or steamed,finely ground;a minimum of 1 percent nitrogen and 10 percent phosphoric acid. B. Prune,thin,and shape trees,shrubs,and vines as directed by Landscape Architect_ u a) 2. Compost Mulch: 5 lb.volume of each compost mulch required;in sealed plastic bags labeled with composition of materials by percentage of weight and source of mulch. Each Sample shall be B. Superphosphate: Commercial,phosphate mixture,soluble;a minimum of 20 percent available phosphoric acid. C. Prune,thin,and shape trees,shrubs,and vines according to standard professional horticultural and arboricultural practices. Unless otherwise indicated by Landscape Architect,do not cut tree leaders; 0 1 typical of the lot of material to be furnished;provide an accurate representation of color,texture,and organic makeup. C. Commercial Fertilizer: Commercial-grade complete fertilizer of neutral character,consisting of fast-and slow-release nitrogen,50 percent derived from natural organic sources of urea formaldehyde, remove only injured,dying,or dead branches from trees and shrubs;and prune to retain natural character. u ‘.. ta 3. Compost: 5 lb.volume of each compost required;in sealed plastic bags labeled with composition of materials by percentage of weight and source of compost_ Each Sample shall be typical of the phosphorous,and potassium in the following composition: D. Do not apply pruning paint to wounds. Z `1) o. lot of material to be furnished;provide an accurate representation of color,texture,and organic makeup. 1. Composition: 1 lb/1000 sq.ft.of actual nitrogen,4 percent phosphorous,and 2 percent potassium,by weight_ 3.8 TREE STABILIZATION ta 4. Imported Topsoil: 5 lb.volume of imported topsoil required;in sealed plastic bags labeled with composition of materials by percentage of weight and source of imported topsoil. Each Sample shall 2. Composition: Nitrogen,phosphorous,and potassium in amounts recommended in soil reports from a qualified soil-testing laboratory_ A. Install trunk stabilization as follows unless otherwise indicated: T 1 LI 4:1 be typical of the lot of material to be furnished;provide an accurate representation of color,texture,and organic makeup. D. Slow-Release Fertilizer: Granular or pelleted fertilizer consisting of 50 percent water-insoluble nitrogen,phosphorus,and potassium in the following composition: I. Upright Staking and Tying: Stake trees of 2-through 5-inch caliper. Stake trees of less than 2-inch caliper only as required to prevent wind tip out. Use a minimum of two stakes of length required to MS ea c 5. Weed Control Barrier 12 by 12 inches. I. Composition: 20 percent nitrogen,10 percent phosphorous,and 10 percent potassium,by weight. penetrate at least 18 inches below bottom of backfilled excavation and to extend at least 72 inches above grade. Set vertical stakes and space to avoid penetrating root balls or root masses. 6. Root Barrier: Width of panel by 12 inches. 2. Composition: Nitrogen,phosphorous,and potassium in amounts recommended in soil reports from a qualified soil-testing laboratory. 2. Use two stakes for trees up to 12 feet high and 2-1/2 inches or less in caliper;three stakes for trees less than 14 feet high and up to 4 inches in caliper. Space stakes equally around trees. C. Certification of Grass Seed: From seed vendor for each grass-seed monostand or mixture stating the botanical and common name,percentage by weight of each species and variety,and percentage of E. Planting Fertilizer: Tea bag packet type,with water retention polymer crystals as shown in the planting details:Best Paks,Gromax,or approved equal. 3. Support trees with bands of flexible ties at contact points with tree trunk. Allow enough slack to avoid rigid restraint of tree. ul $ , , purity,germination,and weed seed. Include the year of production and date of packaging. 2.7 TOPSOIL 4. Support trees with two strands of tie wire,connected to the brass grommets of tree-tie webbing at contact points with tree trunk. Allow enough slack to avoid rigid restraint of tree. , 1. Certification of each seed mixture for turf grass sod. Include identification of source and name and telephone number of supplier. k Topsoil Requirements: Topsoil with pH range of 5_5 to 7,a minimum of 15%-30%organic material content(may include composted yard waste consisting of 100%recycled plant waste);30%-60% B. Staking and Guying: Stake and guy trees more than 14 feet in height and more than 3 inches in caliper unless otherwise indicated. Securely attach no fewer than three guys to stakes 30 inches long, a) D. Qualification Data: For qualified landscape Installer,meeting Installer Qualifications under Quality Assurance below. Include list of similar projects completed by Installer demonstrating Installers sand content,20%-40%silt content,and 5%-20%clay content;free of stones 1 inch or larger in any dimension and other extraneous materials harmful to plant growth. driven to grade. capabilities and experience. Include project names,addresses,and year completed,and include names and addresses of owners'contact persons. B. Topsoil Source: Existing,native surface topsoil formed under natural conditions with the duff layer retained during excavation process and stockpiled on-site. Verify suitability of native surface topsoil to t Site-Fabricated Staking-and-Guying Method: E. Product Certificates: For each type of manufactured product,such as compost fertilizer,lime antidesiccant and herbicide,from manufacturer,and complying with the following: produce viable planting soil. Clean soil of roots,plants,sod,stones,clay lumps,and other extraneous materials harmful to plant growth. a. For trees more than 6 inches in caliper,anchor guys to wood deadmen buried at least 36 inches below grade. Provide turnbuckle for each guy wire and tighten securely. 1. Manufacturer's certified analysis of standard products. 1. Supplement with imported or manufactured topsoil from off-site sources when quantities are insufficient. Obtain topsoil displaced from naturally well-drained construction or mining sites where topsoil b. Support trees with bands of flexible ties at contact points with tree trunk and reaching to turnbuckle. Allow enough slack to avoid rigid restraint of tree. 2. Analysis of other materials by a recognized laboratory made according to methods established by the Association of Official Analytical Chemists,where applicable. occurs at least 4 inches deep;do not obtain from agricultural land,bogs or marshes. c. Support trees with strands of cable or multiple strands of tie wire,connected to the brass grommets of tree-tie webbing at contact points with tree trunk and reaching to turnbuckle. Allow enough F. Material Test Reports: For standardized ASTM D 5268 topsoil,existing native surface topsoil,existing in-place surface soil and imported or manufactured topsoil. 2. Mix imported topsoil or manufactured topsoil with soil amendments as needed to produce topsoil. slack to avoid rigid restraint of tree. G. Material safety data sheets for all herbicides. C. Topsoil Source: Existing,in-place surface soil. Verify suitability of existing surface soil to produce viable planting soil. Remove stones,roots,plants,sod,clods,clay lumps,pockets of coarse sand, d. Install PVC pipe over each guy wire,48 inches above finish grade. H. Planting Schedule: Submit to Landscape Architect. Indicating anticipated planting dates for exterior plants. concrete slurry,concrete layers or chunks,cement,plaster,building debris,and other extraneous materials harmful to plant growth. Mix surface soil with soil amendments as needed to produce topsoil. e. Tops of stakes shall be even with each other. I. Maintenance Instructions: Recommended procedures to be established by Owner for maintenance of plants,turf and meadows during a calendar year. Submit before start of required maintenance 1. Surface soil may be supplemented with imported or manufactured topsoil from off-site sources. Obtain topsoil displaced from naturally well-drained construction or mining sites where topsoil occurs f_ Paint turnbuckles with luminescent white paint_ periods. at least 4 inches deep;do not obtain from agricultural land,bogs or marshes. 2. Proprietary Staking and Guying Device: Install staking and guying system sized and positioned as recommended by manufacturer unless otherwise indicated and according to manufacturer's written J. Warranty: Sample of special warranty. D. Topsoil Source: Imported topsoil or manufactured topsoil from off-site sources. Obtain topsoil displaced from naturally well-drained construction or mining sites where topsoil occurs at least 4 inches instructions. 1.4 QUALITY ASSURANCE deep;do not obtain from agricultural land,bogs or marshes. 3.9 ROOT-BARRIER INSTALLATION A. Installer Qualifications: A qualified landscape Installer whose work has resulted in successful establishment of plants,turf and meadows. 1. Additional Properties of Imported Topsoil or Manufactured Topsoil: Screened and free of stones 1 inch or larger in any dimension;free of roots,plants,sod,clods,clay lumps,pockets of coarse sand, A. Install root barrier where trees are planted within 96 inches of paving or other hardscape elements,such as walls,curbs,and walkways unless otherwise shown on Drawings. 1. Professional Membership: Installer shall be a member in good standing of either the Professional Landcare Network or the American Nursery and Landscape Association. paint,paint washout,concrete slurry,concrete layers or chunks,cement,plaster,building debris,oils,gasoline,diesel fuel,paint thinner,turpentine,tar,roofing compound,acid,and other extraneous B. Align root barrier vertically and run it linearly along and adjacent to the paving or other hardscape elements to be protected from invasive roots. (0 2. Experience: Five(5)years experience in landscape installation in addition to requirements in Division 01 Section"Quality Requirements." materials harmful to plant growth;free of obnoxious weeds and invasive plants including quack grass,Johnson grass,poison ivy,nut sedge,nimblewill,Canada thistle,bindweed,bentgrass,wild C. Install root barrier continuously for a distance of 60 inches in each direction from the tree trunk,for a total distance of 10 feet per tree. If trees are spaced closer,use a single continuous piece of root 3. Installer's Field Supervision: Require Installer to maintain an experienced full-time supervisor on Project site when work is in progress. garlic,ground ivy,perennial sorrel,and brome grass;not infested with nematodes,grubs,other pests,pest eggs,or other undesirable organisms and disease-causing plant pathogens;friable and barrier. 4. Personnel Certifications: Installer's field supervisor shall have certification in one of the following categories from the Professional Landcare Network: with sufficient structure to give good tilth and aeration. Continuous,air-filled,pore-space content on a volume/volume basis shall be at least 15 percent when moisture is present at field capacity. Soil 1. Position top of root barrier 1/2 inch above finish grade. 1111111) a. Certified Landscape Technician-Exterior,with installation,maintenance,irrigation]specialty area(s),designated CLT-Exterior. shall have a field capacity of at least 15 percent on a dry weight basis. 2. Do not distort or bend root barrier during construction activities. b. Certified Turf grass Professional,designated CTP. 2. Mix imported topsoil or manufactured topsoil with soil amendments as needed to produce topsoil. 3. Do not install root barrier surrounding the root ball of tree. c. Certified Turfgrass Professional of Cool Season Lawns,designated CTP-CSL. 2.8 MULCHES 3.11 GROUND COVER AND PLANT PLANTING INIIIIIIII 5. Maintenance Proximity: Not more than two hours'normal travel time from Installer's place of business to Project site. A. Bark Mulch: Free from deleterious materials and suitable as a top dressing of trees and shrubs,consisting of one of the following: A_ Set out and space ground cover and plants other than trees,shrubs,and vines as indicated in even rows with triangular spacing. 6. Crews: Shall have sufficient crews to meet owner's completion schedule. 1. Type: Douglas Fir bark. B. Use planting soil for backfill. B. Soil-Testing Laboratory Qualifications: An independent or university laboratory,recognized by the State Department of Agriculture,with the experience and capability to conduct the testing indicated and 2. Size Range: 1 1/2 inches maximum, 1/2 inch minimum. C. Dig holes large enough to allow spreading of roots. CNI that specializes in types of tests to be performed. 3. Color: Natural. D. For rooted cutting plants supplied in flats,plant each in a manner that will minimally disturb the root system but to a depth not less than two nodes. C. Soil Analysis: For each unamended soil type,furnish soil analysis and a written report by a qualified soil-testing laboratory stating percentages of organic matter gradation of sand,silt,and clay content; B. Compost Mulch: Well-composted,stable,and weed-free organic matter,pH range of 5.5 to 8;moisture content 35 to 55 percent by weight;100 percent passing through 1-inch sieve;soluble salt content E. Work soil around roots to eliminate air pockets and leave a slight saucer indentation around plants to hold water_ - cation exchange capacity;sodium absorption ratio;deleterious material;pH;and mineral and plant-nutrient content of the soil. of 2 to 5 decisiemens/m;not exceeding 0.5 percent inert contaminants and free of substances toxic to plantings;and as follows: F. Water thoroughly after planting,taking care not to cover plant crowns with wet soil. • I. Testing methods and written recommendations shall comply with USDA's Handbook No.60. I. Organic Matter Content 50 to 60 percent of dry weight. G. Protect plants from hot sun and wind;remove protection if plants show evidence of recovery from transplanting shock. 2. The soil-testing laboratory shall oversee soil sampling;with depth,location,and number of samples to be taken per instructions from Architect. A minimum of three representative samples shall be 2_ Feedstock: Agricultural,food,or industrial residuals;biosolids;yard trimmings;or source-separated or compostable mixed solid waste. 3.7 SEEDING 0 , taken from varied locations for each soil to be used or amended for planting purposes. 2.9 TREE STABILIZATION MATERIALS A. Sow seed with spreader or seeding machine. Do not broadcast or drop seed when wind velocity exceeds 5 mph. Evenly distribute seed by sowing equal quantities in two directions at right angles to each 3. Report suitability of tested soil for plant growth. k Stakes and Guys(see planting details): other. - a. Based upon the test results,state recommendations for soil treatments and soil amendments to be incorporated. State recommendations in weight per 1000 sq.ft.or volume per cu.yd.for 1. Upright and Guy Stakes: Rough-sawn,sound,new hardwood,softwood with specified wood pressure-preservative treatment,free of knots,holes,cross grain,and other defects,2-by-2-inch nominal 1. Do not use wet seed or seed that is moldy or otherwise damaged. nitrogen,phosphorus,and potash nutrients and soil amendments to be added to produce satisfactory planting soil suitable for healthy,viable plants. by length indicated,pointed at one end. 2. Do not seed against existing trees. Limit extent of seed to outside edge of planting saucer. b. Report presence of problem salts,minerals,or heavy metals,including aluminum,arsenic,barium,cadmium,chromium,cobalt,lead,lithium,and vanadium. If such problem materials are 2. Flexible Ties: Wide rubber or elastic bands or straps of length required to reach stakes or turnbuckles. B. Sow seed at a total rate per manufacturers specifications,unless otherwise shown on drawings. present,provide additional recommendations for corrective action. 3. Guys and Ile VVires: ASTM A 641/A 641M,Class 1,galvanized-steel wire,two-strand,twisted,0.106 inch in diameter. C. Rake seed lightly into top 1/8 inch of soil,roll lightly,and water with fine spray. Z D. Provide quality,size,genus,species,and variety of plants indicated,complying with applicable requirements in ANSI Z60.1. 4. Tree-Tie Webbing: UV-resistant polypropylene or nylon webbing with brass grommets. D. Protect seeded areas with slopes exceeding 1:6 with erosion-control fiber mesh installed and stapled according to manufacturer's written instructions. 1. Selection of exterior plants purchased under allowances will be made by Architect,who will tag plants at their place of growth before they are prepared for transplanting. 5. Guy Cables: Five-strand,3/16-inch diameter,galvanized-steel cable,with zinc-coated turnbuckles,a minimum of 3 inches long,with two 3/8-inch galvanized eyebolts. E. Protect seeded areas with erosion-control mats where shown on Drawings;install and anchor according to manufacturer's written instructions. E. Measurements: Measure according to ANSI Z60.1. Do not prune to obtain required sizes. 6. Flags: Standard surveyor's plastic flagging tape,white,6 inches long. F. Protect seeded areas with slopes not exceeding 1:6 by spreading straw mulch. Spread uniformly at a minimum rate of 2 tons/acre to form a continuous blanket 1-1/2 inches in loose thickness over seeded 1. Trees and Shrubs: Measure with branches and trunks or canes in their normal position. Take height measurements from or near the top of the root flare for field-grown stock and container grown 7. Proprietary Staking-and-Guying Devices: Proprietary stake and adjustable tie systems to secure each new planting by plant stem;sized as indicated and per manufacturer's written areas. Spread by hand,blower,or other suitable equipment. stock. Measure main body of tree or shrub for height and spread;do not measure branches or roots tip to tip. Take caliper measurements 6 inches above the root flare for trees up to 4-inch caliper recommendations. 1. Anchor straw mulch by crimping into soil with suitable mechanical equipment or, w size,and 12 inches above the root flare for larger sizes. 2.10 MISCELLANEOUS PRODUCTS 2. Bond straw mulch by spraying with asphalt emulsion at a rate of 10 to 13 gal./1000 sq.ft.. Take precautions to prevent damage or staining of structures or other plantings adjacent to mulched areas_ 2. Other Plants: Measure with stems,petioles,and foliage in their normal position. k Root Barrier Injection molded panels,0.08"wall thickness in modules 24"long by 18"deep,black polypropylene plastic with IV inhibitors,4 molded integral vertical root deflection ribs,double top edge Immediately clean damaged or stained areas. F. Plant Material Observation: Architect may observe plant material either at place of growth or at site before planting for compliance with requirements for genus,species,variety,cultivar,size,and quality_ with 2 parallel horizontal ridges for extra strength and to prevent root overgrowth,and minimum 9 integral anti-lift ground lock tabs. G. Protect seeded areas from hot,dry weather or drying winds by applying compost mulch or peat mulch within 24 hours after completing seeding operations. Soak areas,scatter mulch uniformly to a Architect retains right to observe trees and shrubs further for size and condition of balls and root systems,pests,disease symptoms,injuries,and latent defects and to reject unsatisfactory or defective 1. #UB 18-2 as manufactured by DeepRoot Partners,LP,or approved equal. thickness of 3/16 inch,and roll surface smooth. Cle material at any time during progress of work. Remove rejected trees or shrubs immediately from Project site. B. Antidesiccant: Water-insoluble emulsion,permeable moisture retarder,film forming,for trees and shrubs. Deliver in original,sealed,and fully labeled containers and mix according to manufacturer's 3.9 HYDRO SEEDING Z 1. Notify owner(and for public works projects,Landscape Architect)of sources of planting materials a minimum of seven(7)days in advance of delivery to site. written instructions. A. Hydro Seeding: Mix specified seed,fertilizer,and fiber mulch in water,using equipment specifically designed for hydro seed application. Continue mixing until uniformly blended into homogeneous slurry 0 8 G. Pre-installation Conference: Conduct conference at Project site. Notify owner and Landscape Architect a minimum of seven(7)days prior to conference. C. Burlap: Non-synthetic,biodegradable_ suitable for hydraulic application. 1.5 DELIVERY,STORAGE AND HANDLING 1. Mix slurry with fiber-mulch manufacturer's recommended tackifier. A. Seed and Packaged Materials: Deliver packaged materials in original,unopened containers showing weight,certified analysis,name and address of manufacturer,and indication of conformance with PART 3- EXECUTION 2. Apply slurry uniformly to all areas to be seeded in a one-step process. Apply slurry at a rate so that mulch component is deposited at not less than 1500-1b/acre dry weight,and seed component is LIJ deposited at not less than the specified seed-sowing rate or, I__ state and federal laws if applicable. 3.1 EXAMINATION ce B. Bulk Materials: A. Examine areas to receive plants for compliance with requirements and conditions affecting installation and performance. 3. Apply slurry uniformly to all areas to be seeded in a two-step process. Apply first slurry coat at a rate so that mulch component is deposited at not less than 500-1b/acre dry weight,and seed 0 f t cover slurry coat o fiber l l A rate specified seed-sowing osited at not less than the s onent is dep p g . Apply suy co ber mu 1. Do not dump or store bulk materials near structures,utilities,walkways and pavements,or on existing turf areas or plants. 1. Verify that no foreign or deleterious material or liquid such as paint,paint washout,concrete slurry,concrete layers or chunks,cement,plaster,oils,gasoline,diesel fuel,paint thinner,turpentine,tar, complch(hydro mulching)at a rate of 1000 lb/acre. ., 2_ Provide erosion-control measures to prevent erosion or displacement of bulk materials,discharge of soil-bearing water runoff,and airborne dust reaching adjacent properties,water conveyance roofing compound,or acid has been deposited in soil within a planting area. 310 SODDING or) ca A systems,or walkways. 2. Do not mix or place soils and soil amendments in frozen,wet,or muddy conditions. . Lay sod within 24 hours of harvesting. Do not lay sod if dormant or if ground is frozen or muddy. ends and sides of sod;do not stretch or overlap. Stagger sod strips or pads to offset joints in adjacent courses_ Avoid damage to subgrade or 3. Accompany each delivery of bulk fertilizers,lime,and soil amendments with appropriate certificates. 3. Suspend soil spreading,grading,and tilling operations during periods of excessive soil moisture until the moisture content reaches acceptable levels to attain the required results. B. Lay sod to form a solid mass with tightly fitted joints_ Butt 'ICC C. Deliver bare-root stock plants freshly dug. Immediately after digging up bare-root stock,pack root system in wet straw,hay,or other suitable material to keep root system moist until planting. 4. Uniformly moisten excessively dry soil that is not workable and which is too dusty. sod during installation. Tamp and roll lightly to ensure contact with subgrade,eliminate air pockets,and form a smooth surface. Work sifted soil or fine sand into minor cracks between pieces of sod; grass.sod and adjacent g . D. Do not prune trees and shrubs before delivery. Protect bark,branches,and root systems from sun scald,drying,wind burn,sweating,whipping,and other handling and tying damage. Do not bend or B. Proceed with installation only after unsatisfactory conditions have been corrected. remove excess to avoid smothering . . j_ (.9 w pi. bind-tie trees or shrubs in such a manner as to destroy their natural shape. Provide protective covering of plants during shipping and delivery. Do not drop plants during delivery and handling. C. If contamination by foreign or deleterious material or liquid is present in soil within a planting area,remove the soil and contamination as directed by Landscape Architect and replace with new planting t Lay sod across angle of slopes exceeding 1:3_ E. Handle planting stock by root ball. soil. 2. Anchor sod on slopes exceeding 1:6 with wood pegs or steel staples spaced as recommended by sod manufacturer but not less than 2 anchors per sod strip to prevent slippage. 0 F. Deliver exterior plants after preparations for planting have been completed,and install immediately. If planting is delayed more than six hours after delivery,set plants and trees in their appropriate 3.2 PREPARATION C. Saturate sod with fine water spray within two hours of planting. During first week after planting,water daily or more frequently as necessary to maintain moist soil to a minimum depth of 1-1/2 inches below LL LL sod. aspect(sun,filtered sun,or shade),protect from weather and mechanical damage,and keep roots moist A. Protect structures,utilities,sidewalks,pavements,and other facilities and turf areas and existing plants from damage caused by planting operations. Ensure all trees maintain a minimum 5'separation 0 3.12 PLANTING AREA MULCHING (n Z 1. Heel-in bare-root stock. Soak roots that are in dry condition in water for two hours. Reject dried-out plants. from existing and proposed structures,utilities,luminaire and pavement areas and other areas indicated planting Mulch backfilled surfaces of p g . 2. Set balled stock on ground and cover ball with soil,peat moss,sawdust,or other acceptable material. 1. Protect adjacent and adjoining areas from hydro seeding and hydro mulching overspray. A. Z 3. Do not remove container-grown stock from containers before time of planting. 2. Protect grade stakes set by others until directed to remove them. 1. Trees in Turf Areas: Apply compost mulch ring of 2-inch average thickness and bark mulch of 3-inch average thickness,with 24-inch radius around trunks or stems. Do not place mulch within 3 inches of trunks or stems. ..... 0 5 4. Water root systems of plants stored on-site deeply and thoroughly with a fine-mist spray. Water as often as necessary to maintain root systems in a moist,but not overly-wet condition. B. Install erosion-control measures to prevent erosion or displacement of soils and discharge of soil-bearing water runoff or airborne dust to adjacent properties and walkways_ 2. Compost Mulch in Planting Areas: Apply 2-inch average thickness of compost mulch over whole surface of planting area,and finish 3 inches below adjacent finish grades. Do not place mulch within 3 G. Sod: Harvest,deliver,store,and handle sod according to requirements in"Specifications for Turfgrass Sod Materials"and"Specifications for Turfgrass Sod Transplanting and Installation"in TPI's C. Lay out individual tree and shrub locations and areas for multiple plantings_ Stake locations,outline areas with white paint,adjust locations when requested,and obtain Landscape Architect's acceptance inches of trunks or stems_ < "Guideline Specifications to Turfgrass Sodding.1 Deliver sod in time for planting within 24 hours of harvesting. Protect sod from breakage and drying. of layout before excavating or planting if the layout deviates from the Drawings.. Make minor adjustments as required. 1.6 PROJECT CONDITIONS D. Apply antidesiccant to trees and shrubs using power spray to provide an adequate film over trunks(before wrapping),branches,stems,twigs,and foliage to protect during digging,handling,and 3. Bark Mulch in Planting Areas: Apply 3-inch average thickness of mineral mulch over whole surface of planting area,and finish level with adjacent finish grades and below adjacent curbs and C.) i.i.. co sidewalks,see typical soil profile cross section details on Drawings. Do not place mulch within 3 inches of trunks or stems. ...... hill I... Q. k Field Measurements: Verify actual grade elevations,service and utility locations,irrigation system components,and dimensions of plantings and construction contiguous with new plantings by field transportation. E measurements before proceeding with planting work. 1. If deciduous trees or shrubs are moved in full leaf,spray with antidesiccant at nursery before moving and again two weeks after planting. 3.13 PLANT MAINTENANCE a.m. z .. k Maintain plantings by pruning,cultivating,watering,weeding,fertilizing,mulching,restoring planting saucers,adjusting and repairing tree-stabilization devices,resetting to proper grades or vertical 2 I. Utilities: Call Oregon Utility Notification Center for Tigard,OR(1-800-332-2344)a minimum of 48 hours,but no more than 10 days,in advance of work. Perform work in a manner that will avoid E. Wrap trees and shrubs with burlap fabric over trunks,branches,stems,twigs,and foliage to protect from wind and other damage during digging,handling,and transportation. (..) position,and performing other operations as required to establish healthy,viable plantings. Spray or treat as required to keep trees and shrubs free of insects and disease. Q_ damage,hand excavate as needed. Repair all damage to the satisfaction of the utility owner at no cost to owner. 3.3 PLANTING AREA WEED CONTROL LU B. Fill in as necessary soil subsidence that may occur because of settling or other processes. Replace mulch materials damaged or lost in areas of subsidence. CY) B. Interruption of Existing Services or Utilities: Do not interrupt services or utilities to facilities occupied by Owner or others unless permitted under the following conditions and then only after arranging to A. All planting areas shall be prepared so that they are weed and debris free at the time of planting and until completion of the project The planting areas shall include the entire ground surface,regardless a.. 0 „.... C. Apply treatments as required to keep plant materials,planted areas,and soils free of pests and pathogens or disease. Use integrated past management practices whenever possible to minimize the use Mai c■i provide temporary services or utilities according to requirements indicated: of cover,all planting bed areas around plants,and those shown in the Plans.At no time during the life of the Contract shall the Contractor allow weeds and unwanted vegetation to reach seed stage. All 1_ Notify Landscape Architect,Construction Manager,and Owner no fewer than two days in advance of proposed interruption of each service or utility. applications of post-emergent herbicides shall be made while green and growing tissue is present. Should unwanted vegetation reach the seed stage,in violation of these Specifications,the Contractor pesticides and reduce hazards. Treatments include physical controls such as hosing off foliage,mechanical controls such as traps,and biological control agents. CO 6 2_ Do not proceed with interruption of services or utilities without Landscape Architect's,Construction Manager's,and Owner's written permission. shall physically remove and bag the seed heads_All physically removed vegetation and seed heads shall be disposed of off site at no cost to the Contracting Agency. 3.12 TURF MAINTENANCE w c, C. Planting Restrictions: Plant during one of the following periods. Coordinate planting periods with maintenance periods to provide required maintenance from date of Substantial Completion. 3.4 PLANTING AREA ESTABLISHMENT k Maintain and establish turf by watering,fertilizing,weeding,mowing,trimming,replanting,and performing other operations as required to establish healthy,viable turf. Roll,regrade,and replant bare or NOT '-gAl3TP 0 VED WITH THTS PERMIT r- eroded areas and remulch to produce a uniformly smooth turf. Provide materials and installation the same as those used in the original installation. C) 1. Spring Planting: March-June k Loosen subgrade of planting areas to a minimum depth of 6 inches. Remove stones larger than 1 inch in any dimension and sticks,roots,rubbish,and other extraneous matter and legally dispose of < 0 c\I 1. Fill in as necessary soil subsidence that may occur because of settling or other processes. Replace materials and turf damaged or lost in areas of subsidence. -,--,-rs 2. Summer Planting:July-August. Deep watering of plants at time of planting is required at time of planting. Irrigation system to be fully functional and maintained prior to planting. them off Owner's property. C.) M .1 c-.1 3. Fall Planting: September-November 1. Apply fertilizer directly to subgrade before loosening. 2. In areas where mulch has been disturbed by wind or maintenance operations,add new mulch and anchor as required to prevent displacement. co D. Weather Limitations: Proceed with planting only when existing and forecasted weather conditions permit planting to be performed when beneficial and optimum results may be obtained. Apply products 2. Spread topsoil,apply soil amendments and fertilizer on surface,and thoroughly blend planting soil. 3. Apply treatments as required to keep turf and soil free of pests and pathogens or disease. Use integrated pest management practices whenever possible to minimize the use of pesticides and reduce CO UJ 6 during favorable weather conditions according to manufacturer's written instructions and warranty requirements. a. Delay mixing fertilizer with planting soil if planting will not proceed within a few days. hazards. B. Watering: Install and maintain temporary piping,hoses,and turf-watering equipment to convey water from sources and to keep turf uniformly moist to a depth of 4 inches. Z 1:, E. Excavation: When conditions detrimental to plant growth are encountered,such as rubble fill,adverse drainage conditions,or obstructions,notify the Landscape Architect before planting. b. Mix lime with dry soil before mixing fertilizer. < < ........ Q F. Coordination: Coordinate with other trades on site. Protect plants and planting areas from damage by other construction trades on site. Landscape contractor shall coordinate with general contractor I Spread planting soil to a depth of 6 inches but not less than required to meet finish grades after settlement. Do not spread if planting soil or subgrade is frozen,muddy,or excessively wet. t Schedule watering to prevent wilting,puddling,erosion,and displacement of seed or mulch. Lay out temporary watering system to avoid walking over r muddy or newly planted areas. .st 2. Water turf with fine spray at a minimum rate of 1 inch per week unless rainfall precipitation is adequate. -..i before landscape work begins. Repair all damage at no additional cost to owner. a. Spread approximately one-half the thickness of planting soil over loosened subgrade. Mix thoroughly into top 2 inches of subgrade. Spread remainder of planting soil. ..J < cp G. Coordination with Turf Areas(Lawns): Plant trees,shrubs,and other plants after finish grades are established and before planting turf areas unless otherwise indicated. B. Topsoil shall be placed by landscape contractor,unless other arrangements are made by the landscape contractor and the general contractor. Landscape contractor shall coordinate timing and C. Mow turf as soon as top growth is tall enough to cut Repeat mowing to maintain specified height without cutting more than 1/3 of grass height. Remove no more than 1/3 of grass-leaf growth in initial or LI) subsequent mowing& Do not delay mowing until grass blades bend over and become matted. Do not mow when grass is wet Schedule initial and subsequent mowings to maintain the following grass 0 1. When planting trees,shrubs,and other plants after planting turf areas,protect turf areas,and promptly repair damage caused by planting operations. placement of topsoil. Landscape contractor is responsible for the following paragraphs. co height 1.7 WARRANTY C. Finish Grading: Grade planting areas to a smooth,uniform surface plane with loose,uniformly fine texture. Roll and rake,remove ridges,and fill depressions to meet finish grades. 7) 1. Mow grass to a height of 1 to 2 inches. DESIGNED: 2 A. Special Warranty: Installer agrees to repair or replace plantings and accessories that fail in materials,workmanship,or growth within specified warranty period. D. Before planting,obtain Landscape Architect's acceptance of finish grading;restore planting areas if eroded or otherwise disturbed after finish grading. Q.. 1. Failures include,but are not limited to,the following: 3.5 EXCAVATION FOR TREES AND SHRUBS D. Turf Postfertilization: Apply fertilizer after initial mowing and when grass is dry. , -FEW - JAN "a)- a. Death and unsatisfactory growth,except for defects resulting from abuse,lack of adequate maintenance,or neglect by Owner,or incidents that are beyond Contractor's control. A. Planting Pits and Trenches: Excavate circular planting pits with sides sloping inward at a 45-degree angle. Excavations with vertical sides are not acceptable. Trim perimeter of bottom leaving center t Use fertilizer that will provide actual nitrogen of at least 1 lb/1000 sq.ft.to turf area. Q. 3.13 SATISFACTORY TURF 4,,,,'f't I N DRAWN: al b. Structural failures including plantings falling or blowing over. area of bottom raised slightly to support root ball and assist in drainage away from center. Do not further disturb base. Ensure that root ball will sit on undisturbed base soil to prevent settling. Scarify O A. Turf installations shall meet the following criteria as determined by Landscape Architect U) c. Faulty performance of tree stabilization,edgings,or tree grates. sides of planting pit smeared or smoothed during excavation. MPA TY c d. Deterioration of metals,metal finishes,and other materials beyond normal weathering. 1. Excavate as shown in the planting details. 1. Satisfactory Seeded Turf: At end of maintenance period,a healthy,uniform,close stand of grass has been established,free of weeds and surface irregularities,with coverage exceeding 90 percent co 2. Warranty Periods from Date of Substantial Completion: 2. If drain tile is shown on Drawings or required under planting areas,excavate to top of porous backfill over tile. over any 10 sq.ft.and bare spots not exceeding 5 by 5 inches. CHECKED: -I 2. Satisfactory Sodded Turf: At end of maintenance period,a healthy,well-rooted,even-colored,viable turf has been established,free of weeds,open joints,bare areas,and surface irregularities. II) a. Trees,Shrubs,Vines,and Ornamental Grasses: 12 months. B. Subsoil and topsoil removed from excavations may be used as planting soil. JAN 0) B. Use specified materials to reestablish turf that does not comply with requirements and continue maintenance until turf is satisfactory. C b. Ground Covers,Perennials,and Other Plants: 12 months. C. Obstructions: Notify Landscape Architect if unexpected rock or obstructions detrimental to trees or shrubs are encountered in excavations. 3.14 CLEANUP AND PROTECTION . „Cji, S TERI, SCALE: c. Turf Grass:9 Months 1. Hardpan Layer Drill 6-inch diameter holes,24 inches apart,into free-draining strata or to a depth of 10 feet,whichever is less,and backfill with free-draining material. (2.3 3. Include the following remedial actions as a minimum: D. Drainage: Notify Landscape Architect if subsoil conditions evidence unexpected water seepage or retention in tree or shrub planting pits. k During planting,keep adjacent paving and construction clean and work area in an orderly condition. Promptly remove soil and debris created 4,Ly -cr,fl a ,-; - a. Immediately remove dead plants and replace unless required to plant in the succeeding planting season. E. Fill excavations with water and allow to percolate away before positioning trees and shrubs. by turf work from paved areas. Clean wheels of vehicles before leaving site to avoid tracking soil onto roads,walks,or other paved areas. 17 440 'c,# H: N/A V: N/A -- B. Protect plants from damage due to landscape operations and operations of other contractors and trades. Maintain protection during installation 76 b. Replace plants that are more than 25 percent dead or in an unhealthy condition at end of warranty period. 3.4 TURF AREA PREPARATION C - and maintenance periods. Treat,repair,or replace damaged plantings_ Erect temporary fencing or barricades and warning signs as required • • JUNE 24,2010 c. A limit of one replacement of each plant will be required except for losses or replacements due to failure to comply with requirements. A. Limit turf subgrade preparation to areas to be planted. to protect newly planted areas from traffic. Maintain fencing and barricades throughout initial maintenance period and remove after plantings , d. Provide extended warranty for period equal to original warranty period,for replaced plant material. B. Newly Graded Subgrades: Loosen subgrade,as shown in planting details,to a minimum depth of 6 inches. Remove stones larger than 1 inch in any dimension and sticks,roots,rubbish,and other 3050-00 co t8 MAINTENANCE SERVICE extraneous matter and legally dispose of them off Owner's property. area is established. 0 C. After installation and before Substantial Completion,remove nursery tags,nursery stakes,tie tape,labels,wire,burlap,and other debris from r1.4 JOHN A.NUTTBROCK ,[7:4 6 A. Initial Maintenance Service for All Plants: Provide maintenance by skilled employees of landscape Installer. Maintain as required in Part 3. Begin maintenance immediately after plants are installed and 1. Thoroughly blend planting soil off-site before spreading or spread topsoil,apply soil amendments and fertilizer on surface,and thoroughly blend planting soil_ plant material,planting areas,and Project site. 'P' V 1.0 - continue until plantings are acceptably healthy and well established but for not less than maintenance period below. a. Delay mixing fertilizer with planting soil if planting will not proceed within a few days. SHEET 0 D. Remove nondegradable erosion-control measures after grass establishment period. 1. Maintenance Period: 90 days from date of Substantial Completion_ b. Mix lime with dry soil before mixing fertilizer. Co rn No/ - 2. Seeded Turf: 90 days from date of Substantial Completion. 2. Spread planting soil mix to a depth,as shown in planting details,of 6 inches but not less than required to meet finish grades after light rolling and natural settlement Do not spread if planting soil if 3.15 DISPOSAL - 0 a. When initial maintenance period has not elapsed before end of planting season,or if turf is not fully established,continue maintenance during next planting season. subgrade is frozen,muddy,or excessively wet. k Remove surplus soil and waste material including excess subsoil,unsuitable soil,trash,and debris and legally dispose of them off Owner's (p. Expires 11 30-10 B. Co property. C I Sodded Turf: 90 days from date of Substantial Completion. a. Spread approximately 1/2 the thickness of planting soil over loosened subgrade. Mix thoroughly into top 2 inches of subgrade. Spread remainder of planting soil. OCIP CIL Continuing Maintenance Proposal: From Installer to Owner,in the form of a standard yearly(or other period)maintenance agreement,starting on date initial maintenance service is concluded_ State b. Reduce elevation of planting soil to allow for soil thickness of sod. 4PR END OF SECTION L4.0 Li services,obligations,conditions,and terms for agreement period and for future renewal options.