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11290 SW BULL MOUNTAIN ROAD-8 Fat: 1 2 3 4 a a 7 e Ta 10 11 12 13 14 15 to 17 Is DRAWING INDEX GS gOVER SHEET SD1 SITE PLAN QE.. SI AD I�Tt& L E N Y� B1 FOUNDATION PLAN k SECTION: B2 FOUNDATION DETAILS 63 FLOOR PLANS k ELEVATIONS L B4 FRAMING PLANS k DETAILS 85 BUILDING SECTION k DETAILS 86 BUILDING SECTION k DETAILS B7 BASE CHANNEL PLAN k DETAILS 88 SOLARIUM ELEVATIONS k DETAILS mr At 4: 89 EQUIPMENT DETAILS K B10 SIGNAGE DETAILS PLAN B12 ELECTRICALL PLAN III B13 PLUMBING PLAN K rD E 4GAN IG N N D T L 4LA SI TIONS J I J H H tl tl F GENERAL NOTES SCOPE OF WORK: ABBREVIATIONS LEGAL DESCRIPTION VICINITY MAP NITS 1. IN THE EVENT OF DISCREPANCIES BETWEEN THE DRAWINGS, SPECIFICATIONS, R SCOPE OF WORK SUMMARY IN THIS PACKAGE, PLEASE NOTIFY RHL DESIGN 1. NEW SINGLE BAY STAR LUBE BUILDING. (N) - NEW ROUP, INC IMMEDIATELY. SEE SHEET CO, FOR LEGAL DESCRIPTION. t F 2. ROR CHARGE OVER THE ACTS ML DESIGN GROIIP. INC SHALL NOT BE RESPONSIBLE R HAVE CONTROL 2 SIGNAGE, PAVI. GENERAL NG k SITE UGHTI G ASK FOR FACILITY: RINDICATED�ONFlSITE PLAN. (E) - EXISTING MEANS METHODS, TECHNIQUES, SEQUENCES R ROCEO RES,O ORFR THE SAFM PRECAUTIONS k N.T.S. NOT TO SCALE CITY PROGRAMS OF THE CONTRACTION , R 217FORMING , SUBCONTRACTORAVIV OTHER PERSONS PER- Approved... OF TICAJ?r FORMING WORK ON THE PROCT. N.I.C. - NOT IN CONTRACT P Conditionally .......`.- 3. RHL DESIGN GRTION OF HAS NOT BEEN RETAINED FOR RENEW, SUPERVISION CONC. - CONCRETE a�0 Foronlonally p'OVpd.... - - "� ! OR .... y the ADMINISTRATION OF THE CONTRACT, NR THE CERTIFICATION OF PAYMENTS. RH CONSTRUCTION COOUNTIL FINAL SHALL IS OWNER'S REPRESENTATIVE DURING CON- PERMIT(Vp K8 dSGCT'b '1 f: U.G. - UNDERGROUND ed in: STRU ON k UNTIL FINAL PAYLIENT IS MADE. THE OWNER'S REPRESENTATIVE WILL LkLter t0: F E RENEW THE PROJECT k RENDER NECESSARY DECISIONS FOR THE PROGRESS R THE O.C. - ON CENTER �'� OIIOw,,,,.,, �A Bob Address: Attach.......................( �. N. 4 CONTRACTION IS RESPON5191 c i0 SEE THAT NARK IN FIELD C DONE ORDINANCES ACCORDANCE ACCESSIBILITY NOTES EA. - EACM E WITH ALL CURRENT APPLICABLE NATIONAL, STATE k LOCAL CODES, DES, ORINk EGRESS NOTES REQUIREMENTS BY COVRE SPG AGENCIES, WHETHER OR WIN SAID CODES, ORDINANCES, 99 h REQUIREMENTS, ETC. ARE SPECIFICALLY SHOWN ON DRAWINGS AND/OR CALLED FOR � IN SPECIFICATIONS. 5. CONTRACTOR SHALL PROTECT ALL EXISTING ITEMS AND FACILITIES TO REMAIN SW M<DONAID STREET Y THROUGHOUT CONSTRUCTION. CONTRACTOR SHALL REPAIR AND/OR REPLACE, 1. ACCESSIBILITY TO THE STAR LUBE BUILDING IS NOT REWIRED PER 1994 M U.B.C. SECTION 1103.1.1, EXCEPTION 2. ALL WORK IS PERFORMED WHILE 1. EGRESS DESIGN FROM LOWER WORK AREA IS BASED ON 1994 U.B.C. SECTION THAT CON E DAMAGCTOR'SED EXPENSE, ANY EXISTING ITEMS AND FACILITIESHESA TO REMAIN 1003.1, EXCEPTION 6. SITE E THAT ARE DAMAGED ER CONTRACTOR'S OPERATIONS, TO THE SATISFACTION OF CUSTOMER REMAINS IN VEHICLE. EMPLOYEES MUST PERFORM A SE VRE THE OWNER'S ENGINEERS. CAN NOT REASONABLY BE PERFORMED BY PERSONS HAVING A SEVERE IMPAIRMENT. SW BULL MOUNTAIN ROAD Q m S. PRION E TO BEi EXCAVATED.DETERMINE AND VERIFY LOCATION OF UTILITY SERVICES IN � D ALL AREAS TO BE EXCAVATED. 7. CONTRACTOR SHALL COMPLY WITH ALL PERTINENT LAWS, CODES, REGULATIONS, UBC, GOVERNING AGENCIES k MANUFACTURER SPECIFICATIONS, UNLESS GREATER REQUIREMENTS ARE INDICATED, AND/DRARE NECESSARY FOR THE SAFETY OF T = Cl THE PROJECT. B. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING JURISDICTIONS AS REWIRED FOR INSPECTIONS AND SHALL PAY SW BEEF BEND ROAD INSPECTION FEES ASSOCCONTRACTOR S WITH THE WORN, jKU4A1WqKCD)ATLv 15�jU Ep F.O(Z Blp KJf` 9. THE SENERAPPLICABLE CONTRACTION SHALL APPLY, PAY FOR, AND PICK UP ALL ARCHITECT ____ .,.,,,� APPLICABLE PERMITS, UNLESS APPLY NOTED. BUILDING CODE INFORMATION ZONING CODE INFORMATION 10, RHL DESIGN ROUP, INC SHALL APPLY AND PAY FOR AND PICK-UP ALL PERMITS WHICH INVOLVE DRAWING SUBMITTAL AND PROCESSING: BUILDING, FIRE, AND ENVIRONMENTAL HEALTH PERMITS. & C 11. THE GENERAL CONTRACTOR SHALL PROVIDE THE TEXACO ENGINEER AND RETAILER COVER SHEET TYPE OF CONSTRUCTION: V-N LUBE BUILDING ZONING: C-G GENERAL COMMERCIAL WITH A CONSTRUCTION SCHEDULE PTR TO STARTING THE WORK, SHALL PROVIDE RHL DESIGN GROUP, INC h m A FININGQUALIFIED JR SUPERINTENDENT THROUGHOUT THE URN, AND PROVIDE TEXACO SITE SIZE: 40,938 50. FT. R 0.94 ARES TEXACO STAR LUBE C REFINING k MARKETING INC. WITH PHOTOS SHOWING PIPING AND ELECTRICAL 18210 S.E. 22nd STREET OCCUPANCY CLASSIFICATION: 5-3 LUBE BUILDING o TRENCHES ALC TO BACKFILL, AND RECORD DRAWINGS. PERMITTED USE: YES fl290 S.W. BULL MOUNTAIN ROAD 12. THE GENERAL CONTRACTOR SHALL VIDE E BARRICADES AND SAFETY SIGNS VANCOUVER, WASHINGTON 98683 �1pU�� PER OSHA REQUIREMENTS, AND PROVIDE TESTING OF THE PETROLEUM SYSTEM (360) 896-3327 BUILDING AREA: G72 50. FT. TK3ARD, OREQOPV AND CONTROLS (INCLUDING A SYSTEMS PETROTITE TEST), AND OF ALL NEW AND MODIFIED AIR, WATER, AND ELECTRICAL PENTCLE SYSTEMS. BUILDING SETBACKS: YARDS ABUTTING THIS oo LI AHo 1N• 'NroRNAnoN HQOH 'm-n+1No ro Tnwaa iMc. i• Pw.�v,Tv u, �u�co iNa CONTACT MR. KEN McCRACKEN AND HAS Mal n NSNaD ", OaNROAN« .OA M[ P,1VA1[ un « aAaa INN RS • .N A A INC, 13. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR OVERALL CONSTRUCTION SITE NO. R STORIES: 1 RESIDENTIAL ZONING: 20'-0' AND A(ryUATp. NO PART M•,(Or SHALL •[ corm, WPUCATID, a•m,�u OR MAO[ Avuu•u To CLEANLINESS, INCLUDING PROVISION O T DEBRIS BOX WITH WEEKLY SERVICING, o1Hoo « uam TO ANv IIXTpIT 'MIAI!(RlL w 're A• An Use r THOINm] M r«>wp a TOf,1W NC - SWEEPING PIN . RAM. ow DOR ORA11ON Rc«INNO TNI. OOCAMIDITATION, HDwa,e, O•TAA,m. MNL •r M,ul REMOVAL OF ALL CONTRACTOR/SUBCONTRACTOR REFUSE AND DEBRIS, AND HIMIDW •c oEiMm ro NA. AGNSIm 10 TH[ .ORCOONO Rrm•oTIa,1• AND 1H.T TNI• ooaRlwr wtLL K SWEEPING R THE ENTIRE YARD AREA AT THE COMPLETION OF P.fE WORK. BUILDING CODE: PARKING REQUIRED: 1 VAN ACCESSIBLE HANDICAP SPACE "ao '" TR.6T A"o co,Ramr« SMAI ONLY TO THIS PI11vATE u•E nmcry IT TNN lma •Y 1IXA00 1Na 1994 UBC KITH TCARD AMENDMENTS 8 PARKING SPACES U B 14. UNLESS STATED OTHERWISE IN THE SCOPE OF WORK SUMMARY, ALL OTHER T R M N PROCEDURES, TESTING,AND INSTALERIALS AND EQUIPMENT SHOWN T THE PLANS OWNER/DEVELOPER— a PARr.ING PROPOSED: 1 VAN ACCESSIBLE HANDICAP SPACE N SHALL BE FURNISHED AND INSTAL.ED BY THE GENERAL "NOTCONTRACTOR.SCA �„J V __ 12 PARKING STALLS TEXACO REFINING k MARK,,,, INC � B N 15. DRAWINGS ENSIGN NOT BE SCALED (N.T.S. INDICATES NOTED, TO SCALE). THE -- ----- -- _,ANA h1AHCETNOf31 q G/ LISTED DIMENSION SHALL GOVERN, UNLESS OTHERWISE NOTED. LANDSCAPING REQUIRED: SEE LANDSCAPE PLAN 18. CONTRACTOR SHALL CLEAN ALL SURFACES N GRAFFITI k REPAINT IF NECESSARY. T.R.M.I. ARCHITECTN • ENGMEM • EN1'QtON1iN1'AI. SBIiY1C&4 N (DO NOT PAINT ANY MASONRY SURFACES, UNLESS OTHERWISE INSTRUCTED BY LANDSCAPING PROPOSED: SEE LANDSCAPE PLAN 1137 N. McDONELL BLVD. rETALUMA, CA 84854 XAL 785-1880 N TEXACO CONTRACTOR R). 1800 S.W. fg{ AVENUE, SUITE 180 _ OkeOr DR: JOHN W. JOHNSON, ARCHITECT JAMES H. RAI. CI\11. ENGINEER / 17. EACH CONIRACTR SHALL BE RESPONSIBLE FOR REPAIR OF DAMAGE TO THE Q WORK R OTHER TRADES CAUSED BY HIS OPERATIONS. THE NATURE OF SUCH PORTLAND, OR 97201 REPAIR WORK MUST RECEIVE THE PRIOR APPROVAL OF THE COMPANY (503) 225-4223 IF*: FIEVEW WATLAL MATDATE_ Io i' REPRESENTATIVE. PRELIMINARY O CONTACT: MR. TOM FULL _ Z OR. BY STEEL BID U Q 11290 SW Bull MountRlnCENER BID j..J IOI10 BLDG PERMIT AMR.: BLIP 97-0380 1 W 24 A Oy SIT 97-0028 RHL 1 2726.00 PERMIT REVS 1 3 4 15 g Do noott 'use drawing CTION — SHEET XR!:..I"$: 24X36.DWG 7 9 9 1G li 12 13 unto.InillmtW CS 111 16 n Is IF THIS NOTICE APPEARS CLEARER THAN THE OCT 51998 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED SD t I(Ipt Illlllyl(ti�tlt(tlill(Ilt 11N�IIjU4�' ,�Illyf llll q�(?1TRf';� lill►trll(�(r Iilll(illgt(I 1►Inl� ��It ��I�iTl�tii 11 Is Myt■a 24mX mlun Radon mIh:INnnhm nr�nN 11111111 All Inl1111 x14111111I(III RRhI 111m 111111111 no6m IIIR!nnhtN.nldDl t1 nliAn ud � s 7 8 40.28' `, 02' 17" E 10 11 12 s 14 1 15 is 17 1H M SITE PLAN ABBRIEVIATIONS AND L.EC1EM I DI SR\SHFF iS SITEP AN L -i I ' � � \ L \SITE GND M It - CENTER LINE P.O.C. - POINT OF CURVATURE QQL. - COLUMN R s RADIUS E) - EXISTING R.O.W.- RIGHT OF WAY QQ - EQUAL SHT. - SHEET I F.O.C. - FACE OF CURB SIM. - SIMILAR (N) - NEW TYP. - TYPICAL L - EXISTING CONSTRUCTION TO REMAIN I ' 14 -- NEW CONSTRUCTION EXISTING CONSTRUCTION TO BE REMOVED I T NEW CONCRETE SLAB L 9\O• to a ® NEW MASONRY I I � I EXISTING YARD LIGHT NEW PARD LICHT NOWH K �9. (E) MASONRY TRASH w`{I `p. ENCLOSURE TO REMAIN-- (E) CANOPY � K 0 5 10 20 30 40 TO REMAIN i I SITE NOTES I (( (E) LANDSCAPING 9970722.115254 CAD\27260\DTLS\SITENOTE 9 TO REMAIN (TYP. UNLESS SCALE: 1"=40'-0" NOTED OTHERWISE)-----.r� --- J 1. THE INFORMATION REGARDING THIS SITE WAS OBTAINED FROM A SURVEY BY • ; _ (E) 1 1/2" WATER METER. BUSH, ROED do HITCHINGS, DATED 3/97 THE CONTRACTOR SHALL VERIFY r I - -- • CONNECT 3/4" WATER UNE FROM TEE EXISTING SITE CONDITIONS OND AND VERIFY ALL SITE WORK TO EE DONE BEFORE ■ R O COMMENCING WORK. 1N THE EVENT THAT A CONFJCT OC- R5. THE CONTRACTOR (N) STAR I UBE BUILDING AHEAD •Ir - -� - I • OF (E) BACKFLOW DEVICES. SEE SHEET SHALL NOTIFY THE COMPANY REPRESENTATIVE BEFORE PROCEEDING ' B13 FOR STAR LUBE BACKFLOW DEVICE WITH ANY WORK. f INFORMATION. DETERMINE POINT OF 2. CONTRACTOR RESPONSIBI E FOR HIRING SURVEYOR TO STAKE PROPERTY LINES I CONNECTION IN FIELD. AND BUILDING LOCATIONS. CONTRACTOR SHA (E) DISPENSER, ISLAND LL BE RESPONSIBLE FOR THE AND BUMPER POSTS PROTECTION OF ALL XIS 1 r E . TING SURVEY MONUME;ITIS OR MARKER,, DURING I TO REMAIN (TYP. OF 4) CONSTRUCTION. 3. ALL BUILDING GUTTERS SHA I LL BE CLEANED AND WATER TESTED O TO INSURF_ PROPER DRAINAGE. H O 4. FIRE EXTINGUISHERS NTH A MINIM;; Q, 1.2 1.3 2 STEEL FLOOR GRATE SCHEDULE BI I 1 A2 MARK WIDTH % LENGTH • RED COMMENTS �. 12'-4" -0 3'-ti -10" B Al) A " 3' 'fes COLUMN O 2'-1,1%6" X 14'-01/j' 1 NOTCH AS SHOWN CENTERS 4" CONC. SLAB W/ •3 Q 2 2'-1P5/K' X 8'-101/2" 1 0 12" O.C. EA. WAY -- -------- __- _______ I ---'---I 3 1'-11 /0" % 8'-10/2" 1 NOTCH AS SHOWN 1 O4 Y'-1r5/N" % 5'-21/•" _ — 7 1 3 / "KNEE WALL" SEE DETAIL AND ANCHOR DETAIL 7 I --- ---- - -•'--•1-��1 -- -_ THIS SHEET. 1 T i I + I I ` 1 - °4 + _F _� pdo_�_\ ---. 1513/4"X13/4"X7/4" W/)/2" TYPICAL PILING i i I w O6 1'-10/z' % 10'-4/4" 1 0 2 _ •q i - - f• - 3'-0.. _ I ANCHORS 0 2' 6" iP REQ DTL. 5 , [ 1 3/4"X1 3/4"Xl/4" (TYP. EXCEPT WHERE NOTED) I O 7I' O7 :: 2'-0/i' 1 �- Ill ANCHORS Q V-0"i O.C. •L v 1 .__i2 11 1 ONLY). --- ---- _ _______ _ --- �E__• � • ___ 1TH5 WALL 1 ______ _ 1 ASPHALTIC WATER PROOFING OB 2'-1115/x' % 2'-01/i' 4 �� i i . -R" PIPE COL. W/BASE - r 1' •4 0 9" O.C. FULL R€IGHT 0 IS" 0.4. BOLTS. CM .0.6 1/2"1( 1/2"% i UNDERGROUND I .1 • I 1_ , (BEND fv'JER 2'-0" ATX TOP),HALF HHIGHT • ' I l ITYP AT ALL UN v I 1__-------- ------------- --------- --------. _____.__ I l '— C5 0 9' O.C.OC'ALTERNATEE _ I 1 1/2"Xt'-2" W/4-1/2" BOLTS i FULL HIEGHT 0 18" O.C. 1 I I ^` 0 i6" O.C. ` I I 1 ` I . A2 CRUSHER-RUN HALF HEIGHT 0 18 O.0 1 o a I 1 I NOTE: FILL THIS AREA WITH CRUSHE rc I - -- - -- - 1 • NOTES: STONE WITH LESS THAI 52 FINES —�- l I i .� - •5 0 12" O.C. VERT 5 UNLESS OTHERWISE NOTED ON SOIL BORINGS. 1 W6)I2 _ 1 I '• 1,%" JOINT MAXIMUM BETWEEN ADJACENT PANELS •4 0 12" O.C. `• I I I +• < ENTRY 1 , w SIDE .1 I OPEN 8 - I 1 3 2. GRATES ARE WELDED RECTANGULAR 1 V- f. LOWER WORK AREA I 1 l 1'-10'/2" 1 DESIGN. MAIN FEARING BMS 2'-0" DIA. PILING 1, 1 "'--- 2'-0" DIA. PILING 15'-P "' 1'-f0%2" 1 (BEYOND)(GRAT ) ` I 1 ' 1 I :,I (BEYOND) 1 _ / I I TO BE 11/2"% 3/16", SPACED 1 3/16" 1 1 (CRATE) I II , CENTER TO CENTER. CROSS VIRGIN SOIL 10" 8" I l ,I, 1/2' RIGID FIBERGLASS INSUL. BD. Al I © - -• I BMLS TO BE RESISTANCE ORIGID FIBERGLASS `� I 1 OL DOWELSYLOFOAM INSUL. BD.-- I I OIL TANK LOCATION -- NO -_ WELDED AT RIGHT ANGLES •4 DOWEL 0 9" O.0 1TO BEARING BMS SPACED 4" O.C.Y --- '1 1 Q O : `• I 4 3. GRATING SHALL BE -4 GRAIN PVC — 1 � - 1 - STAIRS B ON1 EV D I 1 (RE: DTL.•4 0 9' O.C. l �\ •11 •4 E F I 1 II o "WELDED STEEL GRATING," TYPE WB 4 •4 E0. SPACING I 11.- BY LK.G. BORDEN OR EQUAL , - NOTE: SEE SOIL BORING FOR . I 4. TACK WELD 3RD BARRING BM 1 1 I( _ ___ _ _ _ _ [-- NOTE: SEE SOIL BORING FOR • • • I • ' • •• I n• I , . o EXCAVATION LIMITS A 1 I _-_-. -- / .--, OF EACH PANEL TO THE SUPPORTING MEMBER .` -9r_ as_-__ A d 1 l ` P �� EXCAVATION LIMITS 4 I- ` • / 1 �W6%20 STEEL I II I _ Wl% FILLET WELD BY I" LONG (TYPAL --- -�-�- I I_C_L I , 7 TYPE OF FILL MATERIAL L --� N 1 2" CHECKERED 1 _ ��E-- UNDER SLAB I I ASPHALTIC WATERPROOFMG v I 1 PLATE NOSING 1 TO <Z I c�sa I , 3 -3' I I I 4" CONC. SLAB W/ •3 Q 12" O.C. EA WAY OPENING FOR STAIR _ vo i ON 4" GRAVEL. SEE ARCHITECTURAL FLOOR PLAN FOR SLOPES o 1 I SIM, I 3 9 .71/•„ W6%2IV-0/4" FOOTING 18" SO. W/3-•4 EA WAY (GRATES) (GRATE OPENING) - SEE DETAIL I I I L SEE DETAIL 1Y• iY•"NOTCH TYP FOR KNEE WALL L - 1 2 ANCHORS BELOW 4 -8" tA'-8' TO FACE OF CONC. WALLS q�_8 __ -_ _ ----- �- GREASE TRAP BEYOND SECTION, SEE DETAII 2 26`0" _ BUILDING SECTION-LOWER WORK AREA SCALE: 1/2"-1'-0" FRAMING PLAN - UPPER WORK AREA SCALE 1/4"-1'-0^ - Y 3" X 6" It 2 1.2 KNEE WALL ANCHOR DETAIL [ 13/4"x13/4"X1/4" W/1/2" a • W6 X 20 STEEL BEAM 13/4"X13/4"X1/4" W/ 1/2" 28`0" _ ANCHORS O 2'-8" 9.C. `t` j • THRU COLUMNi 0" STIFFNER B 1 I - I i� i ANCHORS 0 2'-5" O.C. 3'' 20'-4" I • ' • • • - / RYP. EXCEPT WHERE NOTED) 1 ••• I •4 0 9. O.C. ALTERNATE: 3'-10" •4 0 9" O.C. FULL T TC 0 AL O.C. 1 'I ` • �I / FULL HEIGHT 0 18" O.C. (BEND OVER 2'•0" AT TCO).HALF HEIGHT �Y 1 I ! B, ,• 10,..2„ IWO' J,_�„ 8.. 0 ,8" O.C. �l I i .I I. � X HALFHEIGHT0 18 O.C. SLAB LINE ABOVE _: •4 Q 12" O.C. 1 I 4" PIPE COLUMN. r 1 / (MIP PROOFING BASE R 0 9X9X1/2" • t I _ _ 1 •4 0 12" O.C. c T. ------- ------------------------ -------------------- ______ 7'-u" DIA. 0 PILWTj I •♦ SEE DETAIL( @&------- TYPICAL ________________ _________ 1 1 (BEYOND) 1 n 0 2e i v' ___- k LOWER WO AREA 2 2 ♦• I • 1 1 r A 2'-0" DIA PILING I 1 SEE DIM/. P WG 1.1 1.3 I 1 NOTES FILL THIS AREA WITH CRUSHER-RUN I ` 1 SEE OETa 5 4,_6„ ro, 6„ I STONE WITH LESS THAN 5X FINES i `� yI / IBEYONGI 1 I 2 UNLESS OTHERWISE NOTED ON 1 G 2'-0" DIA PILAG I I CANTILEVERED - , ,_ I I o SOIL BC'RINGS. •4 DOWEL 0 9" Q.C.,- I I FOOTING LINE BA 1 I Q', pVC ogNFt 1 1 BELOW , _ _I 1 I I m (N,HERE NEtDED) `` 1 i I 1/2" RIGID FIBERGLASS 1 1 2 1 OL 5YLOFOAM WSUL. BD. ` -; •4 0 9" D.C.- 8 1' •4 ELEVATION /0 1 _ _ 1 I---- -------- -------------- - _-___-__________ -__ I } 4 •4 EQ. SPACING `II ;, "-4 1 " PVC DRAIN (WHERE NEEDED) 1 --' a 'r' -!^-��r•w�a�•• _- --_--ate y�-- y- DRAINED O DAYLIGHT (TYP) rO - __ --- -_- - - - _..•r t-^ --4• t-�- � � r 1 r 11 1 e . e • 1 1 + •� •1 O r } • 060• 1 • . I I L__________ ^ _ ••� I I _ .• ! 1 SEE SOIL BORINGS FOR I ^ -� * I I - •-=-••-B• /" _ _-___U EXCAVATION PROFILE 1 1 I1 _____ ________ __ ____ 1 ,_ FOOTING SE 50 BY 1'- " DEEP W/3 •� I AND FILL MATERIAL A2 I I I I F I 1 m --- i i 1 20" X 20" 1 �' " EA WAY. SEE DETAIL 2 ___I o•�__ 1 1 1 11/2" GALV. GRATING T-15" o *11" NTRY I P_8„ 7i I j I 4" CONC. SLAB W/ •3 0 12" O.C. EA WAY 4" STD. PIPE COL. II 2�♦� 11 1 I ON 4" GRAVEL. SEE ARCHITECTURAL FLOOR I I N 510E I i I IRE+ DTL. 2 0 1 ,1 ICY ) 1 GREASE TRAP PLAN FOR SLOPES. I I 1 • 1 e e 1, 7 17 I I SEE DET 3 I I I �• CREASE TRH, SEE DET. 2 Al 2 BUILDING SECTION-LOWER WORK AREA I L - -1I ISI --- - L -_- -- - - - _ __—� SCALE: 1/2 .1-0 I�jlo/c�91 KJh Wlp(IJ a 1 �UILDIA� I i 1 4 I REVISION RECORD 1 : I 1 • 1 DATE BY DESCRIPTION A •I 1 1 i I I I I --• I 1 I I I i 1 1 NOTES+ N I I I I 1 I 1 I GENERAL FOUNDATION NOTES DRAWIN, INDEX : Io/ / 6 JLT GEN. REVISIONS :.I srwRs a LANOINc 11 1 iD 1 ♦ I 1 1 •T 11 I 9 l__________________________ _____ I I I I 2/ /D FA v 1 -------+ 1 1 I IONS ALL BUILDING FOOTINGS ARE TO BE POURED TO THE SAME ELEVATION. SUS-842-0 COVER SHEET 02/015/92 FA GEN. REVISIONS 1. THE FOUNDATION DESIGN IS BASED UPON SECTION 1302.3-S.R.C.-1988 SUS-842-1 FOUNDATION PLAN d SECTIONS 1/24/92 SRA DEN. REVISIONS 1 • o . a _--_- I I THE MOST CRITICAL PHASE OF FOUNDATION PREPARATION IS THE PRECISE EDITION AND SECTION 2907-U.B.C.-1985 EDITION. SOIL BEARING 09/05/91 rA GEN. REVISIONS -I -r • -I- _I LOCATION OF ANCHOR BOLTS. CAPACITY OF PSF. SUS-642-2 FOUNDATION DETAILS 00/22/9t Min DEN. REVISIONS i SNEET REARRANoEMENT 1 11/2" NOTCH RI FOUNDATION WALL 11/2" 1 SUS-842-3 FLOOR PLANS 6 ELEVATIONS 0"215/91 San REVISIONS ••I�- ACTUAL SOIL CONOITIOJS SHALL BE VERIFIED BY A SOILS ENGINEER. uno/90 SRA RevlsloNs FOR PERIMETER GRADE BEAM. = IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSURE THAT THE SITE IS SUS-842-4 FRAMING PLANS 6 DETAILS 11' A N AL VI I N - L---------EXTEND GRADE BEAM REBAR------- -__________________J PROPERLY EXCAVATED AND GRADED. IT IS THE BLDG SUPPLIER'S (BS) 2. CONCRETE DESIGN AND CONSTRUCTION SHALL CONFORM TO ACISTANDARD SUS-842-5 BUILDING SECTION 0 DETAILS 16000"E"' "1016"D•"•1pN1��>m 'o Rica•c.iMnlormr or nxrco lc.•o ws DOWELS 12" IN FOUNDATION m nRom•oal•mer roe M eRveR ux a meo ¢,xo m ye9>wEr R9 RruDa •o ealt - WALLS. RESPONSIBILITY TO VERIFY DIMENSIONS AND ELEVATIONS OF FOUNDATIONS 318-83 "BUILDING CODE RECUIREMENTS FOR REINFORCED CONCRETE". SUS-842-8 BUILDING SECTION 6 DETAILS 'R0e °""R; "o'm41•"'"rm.mnmrrm,omoam a wo[ ♦vnroa ro orlo9 a wm ro Rn AND ANCHOR BOLTS PRIOR TO DELIVERY OF BUILDING. ocmrt w9r9Xva IAfII a 0R•mr luae♦a,t•w1••n 1Eaeo lar R nil a oaewrq SUS-842-7 BASE CHANNEL PLAN & DETAILS 'rER'R1° arRcros_",ry .,mmmn in��,m rwvs?',b ra r 0.m % 3. MINIMUM 3,500 SPSI U STRENGTH OF CONCRETE N S AT END OF 28 DAYS SUS-842-6 SOLARIUM ELEVATIONS 6 DETAILS eRvarz M Ev�ssr ron. ay rza ro •x' CORRECTION OF LOCATION, OF ELEVATION AND OF DIMENSIONAL ERRORS, SHALL BE 3,500 PSI UNLESS OTHERWISE NOTED ON SOIL BORINGS. MUST BE MADE PRIOR TO THE ARRIVAL OF THE ERECTING CREWS AND SUS-842-9 EQUIPMENT DETAILS T R m I ^_ FOUNDATION PLAN—LOWER WORK AREA PRIOR TO ME ERECTION OF THE STRUCTURE. 4. REINFORCING STEEL SHALL BE GRADE 60 AND CONFORM TO ASTM A615, SUS-842-10 SIGNAGE DETAILS TEXACO REFR • RNME7RO RIC. LATEST REVISION. SUS-842-11 MECHANICAL PLAN ® o SCALE . SEE FLOOR AFTER THE FORMS HAVE BEEN REMOVED, ALL O I TRENCHES, HOLES AND SUS-842-12 ELECTRICAL PLAN MARKETING ENGINEERING UNEVEN SITE CONDITIONS MUST BE LEVELED TO INSURE A SAFE WORKING 5. DETAILING, FABRICATION AND PLACEMENT OF REINFORCING BARS SHALL 'S NOTES 1. SEE FLOOR PLAN ON SHEET •3 LOWER WORK AREA SUS-842-13 PLUMBING PLAN FOR SLOPES IN CONCRETE SURFACE AND ACCESS MEA, ACCEPTABLE TO LOCK, STATE, FEDERAL AND COMPLY WITH ACI 315, AC1318 AND CR51 STANDARDS. SUS-842.14 SPECIFICATIONS a O.S.H.A. AGENCIES. � / 0 0 2. SEE DETAIL 11 FOR PLACEMENT OF PIERS AND COLUMNS 6. ANCHOR BOLTS SHALL CONFORM TO ASTM A307. PROVIDE DOUBLE NUTS SUS-842-15 SPECIFICATIONS .J 2 FOR ALL ANCHOR BOLTS TO ALLOW FOR ADJUSTMENT IN FOUNDATION DEVIATION. iL PROVIDE MINIMUM 11/2" GROUT PAD UNDER PLATE AFTER ERECTION. DRAWN BY DBCI SCALE AS NOTED CHECKED BY S.R.A. DATE 07-30-90 0 11290 SW Bull Mountain 0 o121 FFy� 8421 APPROVED L.W.Mc D. N0. p SUP 97-0780 SIT 97-0028 A IF THIS NOTICE APPEARS CLEARER THAN THE pC T 5 1998 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROP'1LMTD SD )Ir�1 I II III{IIt1111 tI+H4�Ni �+�t��111t INIIh�IEI rr�rir�r{i `ti11t�1�►II IIfl1,'�;1��",;oil• IBIU INh 24X Y J fin 13' -7 lo 1_i/4" 11 1/2" 1 3/4" 2' -9 ��g' 2 _8 I „ 8" " SO TUBES - - 3.• 3" -- 8"X8"XS/e" BASE PLATE G - WELDED TO COLUMN HOLES 1 " 0 0 1/4L 6 X 3-1 /2" X 5,16" � W1 3,4, BOLTS OU ---- 4" STD STL PIPE CUL. I— TS _ I 1 -1 /2" METAL GRATE -- •—j �`� __1k_ Y4"x15"x15" — ;N — ~~ \� HOLE FOR %2" BASE PLATE (� �, L _ - _ — A.B. W/!/2" PROJECTION (TYP) -—®---- --" -- - W 6 X 20 --_---- � PIPE C OLUMN BASE PLATE 5' -7" 6 X —�- — 4 COLUMN BASE PLATE @ PILING 11 TRE DS @ „ _ 10 _, - c 13 , _ 2 SCALE tl/2' '1'_p" - - _ _ 3 0 2 SCALE: 1'/2"-1'-0" X 3 „ X ,, 1 1 WIDE X 1 -1 /2 "- I FASTEN TO FLOOR T-0" DIAM. 14 GA GALV. KETAL CULVERT METAL GRATE TREADS W/ "RAWL. " 1,'422 X (FOR FORM ONLY) i i ` -` — — — � �� 3-3, 4 " LONG STUDS o " I I NO! /--- 04 0 12" O.C. CAGE RINGS ' 0 r~ 4" MC 10 X 8. 4 -- ---- qs PIPE COLUMN • R I N G E R „xV BASE P WELDED i I TO COLUMN (SEE DETAIL) N • -OIL TANKS-�►• I 1 -_- — MAJNTAIN 2" CONC. "COVER" I I I r— _ • �--vim- _ ' • • / 1" EMBECO NON SHRINK LE�EUNG ;ROUT 4 04 En SPACED 6'-0" LONG __.. - • • THICKEN SLAB UNDER _ I Y4" X 15" X 15" BASE PLATE ABOVE BASE OF STAIRS 12' • % 9 STAIR SECTION �- -- 4 - 2"OANCHOR BOLTS I i 2 . 4 i 4 04 EQ SPACED 4'-0" LONG . . I 0 3 •4 EA. WAY -------- -------- 13' -711 I — Y \\ 3500 PSI CONC. (T YP.) - 1'-6" (EA WAY) 2 z 1" X 18" ANCHOR BOLT W/4" LEG z --- AND 6" PROJECTION INSIDE FACE OF 2 2'-0" (N.T.S.) I o M 12 R. @ 7" CONC. WALL p _PIPE COLUMN FOOTING `1 l ? --- _ \.�Z� SCALI-; 1'/2"-1'-011 cr a l v ca PILING PLAN � - ---- -- ----- -- -- 3" - 3" 10' -1 „ 3' -0" X 20" 1'-8" OPENING EACH WAY �--_— 7" EXPOSED THREAD GALV. GRATING -' / 13' -1 " �\ FROM TOP OF PILING — ��- FROM TOP OF CONC. f c OF WALL TO TOP OF SLAB OPENING IN GRATE TO F A I 1 ° �o STAIR k � _ , • . .� PLAN 2 SCALE I ° I e • — GROUT FILL- NON SHRINK La---At LOCAL OPTION -. ..... ... ............ \ GREASE TRAP MAY BE SQUARE A 6" DIA. I \� 1 - t" DIA. X 18" ANCHOR BOLT 26'-8" B W/ 4" HOOK & 6" THREAD 24" DIA. PROJECTIONS FURN. BY G.C. -----------------------J'�-- - L- -------•------ -------------- • '• � rn I �G E.G Q�,P�F'S I FLEX HOSE TO PUMP ......... ...... i INSIDE FACE OF WALL ..... ....... .......... ...,......... ... I ' r -6" PVC & 6" AFF • 6" REMOVABLE DRAT •' • • •• •. , I BASEPLATES TYP. --+� "• '• .-FIN. FLOOR ------------------------ -_ - � a — _ - s PILING SECTIONCENTERLINE 2 SCALE:• S OF BASE PLATES Q PILINGS 2 S C ALE 1'/2"-1._0.. /e 0 REVI�IQN RECORD DATE BY _ DESCRIPTION GROUT FILL 10-28-96 JILT REVISE STAIR 4 LANDING 8-8-95 JL) REVISE PILING DETAIL 3" PVC STEEL GRATE. SEE GRATE 02/28/x2 FA GEN. REVISIONS to SCHEDULE AND NOTES. ` 0?.%06/92 FA GEN, REVISIONS t�4,. X 1�4„ XI/4" --- /4" 3'-O" OPENING - --____- L 5" X 3" Xie" 01/24/92 SRA GEN. 14EVISIONS �� 09/Ori/91 FA GEN. REVISIONS PROVIDE ANCHORS 1'-0" O.C. ON REAR DIM. Q BACK OF CONC. NOOT,C4 I/8" TREADED - 05/22/91 M&A GEN. REVISIONS & SHEET REARRANGEMENT" o _z PIT WALL AND AT T-6" O.C. ON OTHER WALLS — _ - STRAINER� PLATE 03/28/91 5RiA REVISIONS (DELETE ANGLE a STAIRS) 1/2" GRATE DIM. �•� 3 � � — - 12/10/90 SRA V _QNS — 11/28/90 jSRA I GENERAL_ REVISIONS f A10 MAMIES.NO fMet EM FIRMISIED MOCOIi10EME FOR TIE PwA LIR OF To TEX C-8 TW RS,, �OPdRY Of 1E m ML' MO IMS dlNIN l sE COPIED.OIIPLICATEO,OISTR�ITEp.DISCLOSED OR AIN AVAILAKE TO MINI OR USED T TSIEYER EXCEPT AS E14•IR Y U 0 ANY WCEMID TIES DOMAaw,NoREvo A1n,9M K RR11MC!Y TEXACO!K'. INT fQRpl"k OR CORMATION 'lD • OEITA/ED lI4L!Y VIR FORRYONC RESTRIC110N5 AID THAT TMS OOCI�N1�R MELD NM5 40 CMD TO NAVE AGREED TO TIE I -20„ 4„ 24" / MMVA7E USE EXPRESSLY - , MI11g1EtEp K 1'EI{ACp NC. OOIEpENTX lLRAECT OMIv to M. !, 1 - STEEL GRATING - 1/2" X 3/16" BARS e —' T R M - _— TEXACO REFINRVG 6 M 60" DIA 13/16 O.C. WITH WELDED X-BARS 6 CHANNEL ARICETING INC. FOR PIT COvEpS — DETAIL MARKETING ENGINEERING u _ " 8 DETAIL _ - SCALE: 1/2"-1'-0"— n 2 , SCALE 11/2"-P-0" � °° 3 ' GREASE. TRAP _DETAIL -- z L SCALE 3/4"-1'-p" -- 0 Q e tCID DRAWN BY DBCISCALE AS NOTED11, 11290 SW Bull Mountain s of 24 6llP 97-03!10 CHECKED BY S.R.A. DATE 07-30-50 a SII'97-0028 ' APPROVED L.W.McD. �� Z .... .....».�.......,.......,.,.�,..,,,,,,,,,,,«•anne.R+nMean=..., ,M.w«kaw�.�Mpwe•..w...,.�....��....,...... IF THUS NOTICE APPEARS CLEARER THAN THE OCT 5 1998 DOCUMENT,THE INKUMENT IS OF MARGINAL QUALITY. 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DOWNSPOUTS TO 8E RUN 8 A EXTERIOR WALL WHEN _ APPLICABLE '� - _____ __ __ _ _____ 1 -4 x 4 DOWNSPOUT _ _ ---------- T TS 6 % 6 X I _ f i - _ _ __ ----------- ____ __ _ __ _ _ __ ------- l/ _ OVERFLOW - _ - v j V-4" X 8 - - (PW-3) 1'-4" % 8' (PW-3) ". " ." - n A-325 BOLTS IT ) I ! 1'-4" X B' (PW-3) (PW-4) I EACH CONNECTIO TS 6 % 6 % I/4 m OD- CUUI��RQR STAIR (PW-11 (PW-2) I FASTEN TOO T OSTEEL DECK I _ o I I(, W/ •10 - 16 X 11/4 PHILLIPS B _ a (PW-D (PW-U L \�_al FLAT HEAD - TYPE 'A' __W16 X 26 ^' I II w ----- - - I j 4' X 8' 4 8' SCREW O 16 D.C. N N — TROUGH -�— X axe' a' X a' aZ SLOPE i� ""__" I •12 TEK EA. 10'-11"_ 4`-63'„ DECK PAN (TYP. INSTAL '_ DOOR FRAME AND DOOR 20 GA. WHITE EMBOSSED DECK r-- OPENING o w GALVANIZED STEEL DECK S 17 9 1'-4` y^ ao w SLOPE 27._10,. 1' 27.-4., m L }/14' 1 W \ 22 GA 6" 3 Q STEEL DECK PLAN - MECHANICAL PLAN IT .03) 4 SCALE: 1/4"-I'-D" 5 PLYWOOD DECK PLAN - MECHANICAL AREA _ 3"xl6"x22 GA. DE Q n o o S TOP •.188 Ir/FT ERECTOR TO CUT OPENINGS BELOW SCALE o 0 0 o S BOTT •.165 IN3/FT AND TRIM WITH C x x x x x - XX •.546 IN3/FT m m x x METAL D TO INSTALL IN S X SAND SHEET— ; METAL DOOR WITH CHAIN STOP AND BAR TS 6 X 6 X 1/4 ACROSS OPENING AT INSIDE. A 12'-5" (NJ.S.) WI6X2 ------� — 3/4" PLYWOOD FLOOR —�\\ TS 6 % 6 X 1/4 2:_1L y_2" 5,_0„ I 5'-2" 5'-2" 5'_2' p_2" --�o--- 3,_6.• r77771 -( HOLE SIZE ) y N I 4 ( HOLE SIZE 1 PROOF FRAMING PLAN j� l 4 SCALE 1/4"-1'-0•• - / / �— STEEL FLOOR DECK n STEEL FRAME WOOD HATCH FOR y L 3 X 3 X 1/4 DISAPPEARING STNRWAY LAY ON PERIMETER WALL L NO. S254P - / 5 4 \ 7 DETAIL / \ / m n 3u' 1WP1 1WP1 1WP �'t c \ O r r STEEL FRAME z �� —L a tr N I I I \\ // L 3 X 3 X 1/4 I 3L a Q STORAGE OFFICE a3 lD F m3 CLOSET \\ / sxm L m- a 3 3� 4 1 T _� "—'a 1Wp8 IWPB ^ 3 ♦ / "`CCC I ____________ 1 Pt 1LP1 3 n IWPB in IWPB IWPB a '� r a t P2- a I P IWPB IWPB n 3 3 (2) IW IWP -' a 3 6 REAR LUBE BAY WALL ELEVATION m w i LP41L P411P 4 — a_ HIPS IHP51HP5 1HP5 IHP7 1 1 IHP5 1HP51NP6 n w V 4Y4' 3 • IHP5 a 3• 3" Q 2'-9" 4' '_7 5'-1 3•-8 .-I 4'-91 S L 2 X 2 % 14 GA HOLD . /i' 3" i o $ 1 5 3/4" p o WALL LINE oa< o LUBE BAY 4 DETAIL o 1/4 - 14 % 7/8 TEK SCREW 4 SCALE: 1-1/2"-1'-0" o - ? - 1/4 - 14 X 7/8 TEK SCREW z I o � 12 � Z a 4 2 tO a 3 a io WHITE EMBOSSED TRIM f 3 ' 1HP3 -- HP3�1"' P4 G MOUNT SUN ROOM HEADER PANELS 10'-0" AFF P4SUN ROOM "2 s INSTALL 1LP3 --- _ hz" DIAM. WHITE POP RIVET BEFORE 1WP8 � 1/32" OIAM. WHITE POP RIVET 27 7 1/2 5/32" WHITE POP RIVET WHITE EM KNEE WALL TO BE INSTALLED BY G.C. ( OPPOSITE SIDE SAME ) BOSSED WALL PANEL INSIDE LINER d SIDING ARE BY B.S. ( SEE SHY. •7 ) 2 WALL PLAN Q SCALE: 1/4"-1'-0" Q SCALE: 1-1/2"-1'-0" » DETAIL (I) DETAIL SCALE: 1-1/2"-1'-0" Q SCALP: 1-1/2"-1'-0" — ®Io/C%Il I4JM Wro6tj I5WiIp,1J6j 1.1 1.3 ASCOT WHITE EMBOSSED LINER PANELS 1/4 - 14 x 7/8 TEK SCREW— 5/32" DIAMREVISION RECORD . POP RIVETS Q 24" O.C. DATE BY DESCRIPTIJN 11/28/90 SR1 GENfRq qC VISIONS 12/10/90 SRA HE VISIONS _ OJ/28/D1 SRA REVISIONS INTERIOR WALL LINE N_ HEADER PANEL 05/32/91 M&A OEN. Rf`/ISIONS Y SHEET Rf'NMRMIOEMENT 5'-D 9'-1I 09/05/91 FA GENERAL RE VIS'ON5 01/24/92 SRI, pENERAL REVI<,IONS 4'-2 3" 03/08/92 FA UEA RE VIfxON9 n 2 2 IN -R5 mLVUR 4b RE NpY11Ew N]OI,9lA11O RI RMro K 8 M 1118@IY A Rp40 c..wu 114 ml r91Bm w mIfOE[rpt M RM•R p[p cftm 9, 4ft �o r1R lxR4 R41]R1Ep[ADL 4 8 y MI9Rry"91991Y RMrO!Rrr R00cm, 9,CRI91w911 ® NOTE •1 I Ra91D vilm 1, my ppx.eN, ,Pwv,mi, .��q a� ore9n N w[a1D® SEE SHEET •7 & •8 FOR RMAIIu%«""$ � MIR°°°m°I`� R"""" RD�q�.x '"EE °ET e99 yy , INTERIOR COLUMN AT RIIII.1®er mR:4 c. MEZZANINE L 2 X 1 X 20 GA. (10) TYPICAL DOOR TRIM AND T R M IS. WALL PANEL I SIDING TRIM DETAILTEXACO FINING 9 MK :EYING INC, 1/2" EXPANSION ANCHOR MARI<ETING ENGINEERING 0 DETAIL _ _ .�y)I NOT To SGA F-- �� DETAIL �3 nETAII_ _ c"x �/ t ° Q SCAI E' 1-1/2"•I'-G" Q SCNLE� 1-1/2"•1'-0" _J DRAWN BY DBCI SCALE AS NOTFD B _ CHECKED BY S.R.A. DATE 07-30-90 97 0380 APPROVED -L.W.McD. NR 89 1149(1.^.W BUIL MDunMln 6 0124 �� SIT 7-0023 SIT W-0024 IF THIS NOTICE APPEARS CLEARER THAN THE OCT 5 M8 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. M1IICROFI11,MP.D SD lip�t ilil ililill�lli{i till, gI{I{gi{fIl iIIIIUi+i1i1l n�tm�IT1� +f�i11N�Iliu I{g11�(�III� {Il�lyq�M ► � i i � t 1 mkis RI ( Illjl 24X I�Inn ul�i +nl m!m �'ui slur nnlln nlm�niduu nnlnll ulna Ielb�n unhls un6ur nnlun nilM InIIn nlnn . I Add=1669 2 -__ 20'-7" FACE TO FACE FOR FASCIA FRAMING ° 47 1/4 - 14 X 7/8 TEK SCREW 1 WITH WASHER 0 24" O.C. 24 GA(13FU FLASHING �`♦ 13FD �♦ —OVERHANG i I 24 CA. CALV. FLASHING I \ (IBF2, 22 GA. GAL V. ROOF DECK -12 - 24 X 7/8 TEK - 1/4 14 X 7/8 TEK SCREWS — 1/4 - 14 X 7/8 STITCH TEK SCREWS IiBDU WITH WASHERS WITH WASHERS 0 24" O.C. 6 24" O.C. a 16" O.C. I 1 1 1/4 - 14 % 7/8 TEK SCREW I F I L 1 I 1/4 - 14 X 1 1/4 SCREW •12 - 24 % 7/8 TEK 1 I 1 t I ol ' 1 i I - 12> 5/8" BOLTS L 3 X 3 X 1/4 CONT. I . 1 I I •12-24x7/8" TEK 0 24" O.C. 1 20 GA. LT. GREY 'J' TRIM I (1JTD 1 5'-7 1 1 I I [4x6214 GA. ' 1 L 6 X 2 x 14 GA. GALV ' I —22 GA. WHITE TRIM J TRIM 1 I 0WAU 1 11SCU — 1/2" SIDING SHOP WELD NUTS (TO 3z3n3/Bx5/a') 1 t 1 1 1 - SOLARIUM (2)L3x3x3/8x5'/4" SHOP WELD TO COLUMN GLAZING, TYP. TS 6x8xl/4" BEAM 1 1 1 1 I I - _-__ _ SHOP WELD NUTS (TO INSIDE OF TUBE) ------ r 1 1 1 SEE SHEET 8 � _ _ ' 1 •12 - 24 X 7/8 TEK 0 24" O.C. TS 6.6x1/4" COLUMN (2) 5/8" BOLTS �]Z' DIA POP RIVETS TYP. -- 1 ' L 4 X 6 % 14 GA. ILai ' i W T.S. 6.6x1/4" COLUMN 1/4 - 14 X 7/8 TEK I i ' O 24" C/C TYP. TS 6 % 8 %' --- ' _ 1 3 I d T.S. 628x1/4" BEAM 1• ) /4 1 N of 70.-0" A.F.F. - 1 74 I \ -- 20 GA WHITE EMBOSSED R°" WALLS 2 DETAIL c4 TUBE BEAM DETAIL 0 TUBE BEAM 3/4" PL1woo0 1. 5 scuE r-r=og SCALE; 1"•1'-0" I I 1 I I I 1 1/4-14 Y, 7/8 TE': 0 16" O.C. I I 20 GA. LT. GREY SIDING ' /'�� `�`\ I 1 1 I 1 I 1 5 11H5 5 U ' BEYOND — 5/7.1 POP RIVET ' L 2 X 2 X 14GA. I I I 1 1 I I ' 1 I 1/4 - 14 X 7/8 TEK 0 16" C/C TYP. 1 I R - 13 BATT INSULATION i TS 3 X 3 X 1/ I 1 1 1 ------------ I I I I I I O 1 I I >< ERECTOR TO NOTCH WALL PANEL 6 KNEE WALL BY G.C. 1 1 AROUND TUBE AT DOORWAY, 1 ( SEE SHT. •7 FOR DETAIL. ) I 1 I I 1 I I I I 1 I I I ' 1 '/4"x2' WIDE TREADED PI-- 114" ' i EACH SIDE OF OPENINa SECTION I i I 5 5 SCALE: 3/4"-1'-0" 1 I 1 /f 3"x5"2/4 CON7IN0W 6 z 20 AT STAIRS 20 GG. LT. GREY TRIM ' I I 1 MOUND OPENING. - (1BT1) 1 ' 1 7 8 I 1 2 2 1 e ' I 6" CHANNEL w �— %2" DIA. WHITE POP RIVETS 0 24" O.C. 1 1 1 SIM' I I I I 1 - 1 1 1 i� �♦ i� 7 1 1 20 GA. ASCOT WHITE EMBOSSE ♦ _ �/ z� / 3'-0" — --i R - 13 BATT INSULATION (IWC1) i 1/4 - 14 X 7/8 TEK 0 16" C/C TYP. OIL PAN --' 1 ) I DIA. DRIVE PIN 0 24" O.C. TYP. I _______________ I OUTSIDE WALL I • NOTE 1 SEE DRAWING ION INSTALL INSULATION TACKS, (4) PER SHEET 1FOR MORE INFORMATION THIS AREA WALL PAN. START T-0 FROM TOP, j 1 1 s SECTIONs SECTION SCALE: 3/4"•1'-0" cj SCALE: 3/4"•1'-0" REVISION RECORD DATE BY DESCRIPTION 112!/10 SRA GENERAL REVISION$ 13/10/90 $RA REVISIONS OJ/2$/9t - -r- SRA REVISMNS 09/22/11 MLA GEN. REVISIONS 4 SHEET REARRANGEMENT I I 01/06/91 FA GEN. REVISIONS 1 1 03/Ofl/12 fASPA GEN. RfV410N5 I I O /2G/p FA Of N. R VI ION$ 1 1 1 1 M 00(UE21 n9 M MpIWTO1 xOp 4ARK i0 rOKp K.$ 1It RVfxry 0 1G4M NC.n1 Ilp 1 I 1 �1 MNI[G N WRfmLI flp INE NN'IR Y$Q RrKO IC.R0111�®tel RO R•2N1R.IR IR ' 1 I I OTN RMI4lR2 tA{IrOp[xiREfar AIMA®N R2Ni N' IO/LO'4Rl[ 10�\RAl V1�mfO.11O1 ' I I I 1 I[CPIF m oaxrft IWT{2 OfIRNo.>,la\ er vRrv[,IOfV t GRIN ro 2M'[ •O® ro 111II 1 I I I MAU E.xI ' Ro nMT 11!e9G4[M Rl R Ino N rRm No c1F1[IQ NN¢r aLr ro III 1 I 1 I R4vnrz u$ no2.2ar wrlwl[p 4v rz2xro Nc. _ I I II T R M TEXKO REFNRG 4 MMKETMm W. MARKETING ENGINEERING 1 I I 1 I I 1-L-L---------------------------L-L-I t SECTION ' 5 SCALE 3/4,',1'_0" --- SECTION ---------- ---------------- ------ e DRAWN BY DBCI SCALE AS NOTEO CHECKED BY S.R.A. DATE 07-30-90 -- APPROVED L.W.McD. - No. 11290 SW Bull MountllN ]4124 IT 97-0780 SIT 97-0028 IF THIS NOTICE APPEARS CLEARER THAN THE OCT 5 DOCUMENT,THE D()CUMENT IS OF MARGINAL QUALITY. MICROFILMED SDfJI-I rlIlI��IlIiIlII�l�lr��lrlritlrlrlr��l►Irlilrlr�rirl�lr(Qilr�grl► -rr�t�grlMrfrir�t�rl!��p(tUit rtrlrir{Ilrt ftrdgr�J� ri�l�(�I►t iAri��rlt1• ndunmulne !ndlai IIIIIIIII IIIIINI IIIII!PI Illlllllt IIIIIAII IN!II!II 1!IIIIIII II!IlNidl!IIIflR Ifltllgl dnn nulgll unlRl!nnhm nRinn61NMpIiRII N IIgIMi — ---- _ — -i- 28'-0" FACE TO FACE FOR FASCIA FRAMING 1/4 - 14 X 7/8 TEK SCREW \ o z 3 a WITH — L 4 X 2 X 16GA� _ I 1/4 - 14 X 7/8 TEK SCRE 6 •12 - 24 X 7/8 TEK WITH WASHERS — 1 H WASHER24" O.C. 24 GA. GAL.V. FLASHING FASCIA OVERHANG 20 Ga. GaLV. GUTTER- I (16F1) ' 22 GA. GALV. ROOF DECK 2 BEND DECK EN 1 2 OBD1) R-19 VINYL BACK INSULATION - D--� L 4 X 2 X 16GA. 6 a \ _ 24 GA. GALV. FLASHING L 4 X 2 X 16GA. -- I 'v __- ------------ •-------- ,N (16F2) - - HEAVY MASTIC a 012 - 24 X 7/8 TEK 04 WITH WASHERS SLOPE 3 20 GA. GAL V. GUTTER --'i I " DOWN t - I -- ---- - -------------------- -_--- ---•----------------- ---- - BEND NECK END ' -------- 1/ r1 I + I 4 - 14 X 7/8 --+-- I I ----•--- ------------ ------•------------ - TEK SCREW 1 I I -----------------------------------�------- --- - W8 x X) I r I I I _ I I W8 X 10 I 20 GA. LT. GREY 'J' TRIM ' -`----_ 'I t 0JT1) 1 -- --- I 1 1 1 I I I W16 X 26 1 1 , 2 DETAIL 6 SCALE: 1-1/2"-1'-0" 532" DIA. POP RIVETS TYP 0) Q t I - t I -_ + I N I I I I 1/4 - 14 X 7/8 TEK SCREW GALV. FLASHING \ I 1 (18F 1) v I - � I 1 - -- L 4 X 2 X 16GA. 20 GA. LT. GREY SIDING 1 HEAVY MASTIC I � I Li I I I --__- Z I 1 w I I I 3 O , r (1HS1) r + + 0 fl I 1 1 1 TS 6 X 6 X 1/4 ir 1 I 1 • I I COLUMN rn a I I � I a i i i TS 6 X 6 X 1/4 i i s I I COLUMN 1 ILLJ I i i co I I > I ' I I O I I 1 I 1 1 I I W8 X 10 I I o I I i ' I 1 15'-0" FACE_ TO FACE 3 DETAIL I - -- I c1 I G SCALE � I 1 TS 3"Y3"0/4" WELD TO GRATE 1 ENTRY SIDE ONLY ) 1 I I ' I 1 I I rR°.iING - STD. 1�/2"x3/16" BARS a 13/16" — 1 1 1 WITH WELDED CROSS BARS I I I I I I I I I 1 20 GA. LT. GREY TRI 1 I 1 I 1 (16T1) t t /s 5x3 x% CONT. AROUND OPENING- I I I I/ �� I 5 ` SEE DTL. 8/2 I 1 I I� /;2" DIA. WHITE POP RIVETS ` iv I 1 i a 24" O.C. L\111 ------------- • ---------------- ------ ----- --- / I I 20 GA. ASCOT WHITE EMBOSSED OWC1) r 1/4" DIA. DRIVE PIN -\\\ 0 24" O.C. TYP. �- 4"x3/8"x1'-0" STIFFENER PLATE THRU COLUMN NOTES 8 7 SEE 2 FOR MORE INFORMATION 2 1 — 4" PIPE COLUMN WITH 9"x9"x1/2" BASE PLATE WITH 4 -1/2" DIA BOLTS. (SEE DTL. 1/2 & 2/2) REVISION RECORD DATE B Y DESCRIPTION 11/28/90 SRA GENERAL REVISIONS -"- 72/10/90 SRA REVISIONS _-� - : 3/28/91 SRA REVISIONS - 03/22/01 ILA G MEN. REVISIONS V SHEET REARRANGEMENT 09/08/91 M&A GEN. REVISIONS -" 01/24:92 SRA GEN.I REVISIONS I 1 02/0113/92 FA GEN. REVISIONS 4 I I --- I I 02/28/9 FAGEN. REW510lvS -- I I e,■ TNS O AMSIki IN THE INF011Fop 71 NERE/I R[MF o TO TEXACO IAE:.IS TIE PROPERTY OF TEXACO INC.A0 HAS 1 EEEN FIASHAl N COMP A D. T#11ATE IA, OF TEXAGI)W.AID ITS RMDV*XS AND AMPIUATf.S. NO PART I I HST[OT SHtKI RE COPED.OUPLICATEO.OISTRa1TTED,DiMail ED 011 WOE "AUrLE TO OMI S 00 USEO TO ANY By TEXACO loc. my NECEIYNG THIS DOCUkEN�T.NOWM 08T AS DINESKY�L BY�1At�TUE WArOF IN DEFIED TION�WREEDOT THE I ( I I FOREOOM RESTRICTIM A0 TINT THS DOCUMM "i (1r WILD N TRUST 40 cmerNIM SL"CT OIRY TO P 1 I I I PRIVATE USE EXPRESSLY N/Tl DMM BY TEXACO NC. • I I I I I t I i i T R M I TEXACO REFINW, & MARKETING INC. MARKETING ENGINEERING �. - � SECTION I I n FJ SCALE ''-/4"•1'-0" 1 a 0 ------------------------------------- v T DRAWN BY DBC: SCALE AS NOTED 41 CHECKED BY S.R.A. DATE 07-30-90 11290 SW Buil Mountain 8 of 24 APPROVED L.W.McD. No. BLIP 97-0380 u SIT 97-0028 awl IF THIS NOTICE APPEARS CLEARER THAN THE OCT 51998 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED i}III}Iilltli Illllll�i{III VIII{I�II�{i i l�i�t11 1�1{� �IIIIII III{i � � f i I i � i � 1 �{) I t: i��{��ti nullis�m�h��r tai{tai trr�l�t'+r nR{rrn n:�i�r�s nilnu u�tlf�t oil file Tisa t 27'-10" t TYP. 20 GA. ASCOT WHITE + EMBOSSED HEADER PANEL I EMBOS0GA. ASCO ER PANEL I I " I I 3" 7'-6" 14'-4" 5'-0 _ 3" I 5/32" DIA. WHITE POP RIVETS t 5 20 GA. A COC;) WHITE EMBOSSED--, i i 5/32" WHITE POP RIVETS t i 7 4 I BASE ( HANNEL (1W('1) --- TYPICAL r N) - —� - - �- !/4" DIA. DRIVE PIN'S 0 24" O.C. 20 GA. ASCOT WHITE EMBOSSED (1WCD 0 OFFICE STORAGE 1 r� CLO ET 4 SECTION THRU WALL FLOOR TYPICAL TRIM ALL DOORS A ND WINDOWS l � � — SCALE= 1"-1'-0" z _ z 4 2'-9" 3'-4 1/4" 5'-4" T-8" c'-4" 3,_41 1,_5„ O — 1'-7Y4" 53/4„ 0 �n O 0 1 1/4 - 14 X 7/8 TEK SCREW— TYP. 20 GA. ASCOT WHITEc EMBOSSED HEADER PANEL L 2 X i X 20 I;A. (1L1) 1 � I > .-- ASCOT WHITE EMBOSSED LINER PANELS (1HSD LUBE BAY I 20 GA. LT GREY SIDING o _ 3 � 5/32" DIA. WHITE PUP RIVETS 7 ETDS 5/32" DIA. LT. GREY POP RIVETS- 6 IV 6 r� 5/32" DIA. POP RIVET 20 GA. ASCOT WHITE EMBOSSED (1WC1) 5/32" GIA. POP RIVETS 0 24" O.C. 20 GA. LT. GREY 'J' TRIM z ---f- ` 7 (1JT1) • 20 GA. LT GREY TRIM o_ z I 7 5/32" DIA. LT. GREY I'UP RIVETS (1DT1) Gj cr X00 � I s TYPICAL LINER PANEL ATTACHMENT 2 OVERHEAD DOOR HEADER DETAIL 7 SCALE 1"-1'-0" 7 SCALE 1"-1'-p„ VMET KNEE WALL KNEE WALL TO BE INSTALLED BY C.C. INSTALLED BY G.C. INSIDE LINER & SIDING ARE BY B.S. G.C. TO HOLD 3'-4 ST DOOR OPENING AND END OF KNEE 1/4 - 14 X 7/8 TEK SCREW TYP. 20 GA. ASCOT WHITE BASE CHANNEL PLAN WALL As SHOWN PAST FACE OF 6" X 6" COLUMN SCALE 1/4"-1'-0" 6" COLUMN EMBOSSED WALL PANEL 10 COLUMN ANCHOR BOLT (1HS1) 20 GA. LT GREY SIDING I� = 5/32" DIA. WP'TE POP RIVETS CV 5/3P" DIA. LT. GREY POP RIVETS 3/4" 5/32 DIA- POP RIVET 20 GA. ASCOT WHITE EMBOSSED (1WC1) 13/4" KNEE WAIL +tR `� 20 GA. LT. GREY 'J' TRIM I - (1JT1) 20 GA. LT GREY TRIM r�— 5/32" GIA. LT. GREY POP RIVETS (1DT1) s PLAN VIEW — '3 OVERHEAD DOOR JAMB DETAIL 7 SCALE. , •, -0 7 SCALE: 1"-1'-0" ALUM. WINDOW SILL BY SOLARIUM VENDOR NOTE: — 2 X 6 TREATED ATTACH ALL SHEET METAL WITH CUT TO 5" 5/32" OIAM. RIVETS (TYP.) 20 GA. EMBOSSED WHITE LINER PANEL BY B.S. 20 GA. LT. GREY "J" TRIM I I TBS X 4 X1/4CONT. -� (IJT1) BY B.S. TS 6" X 6" X 111" TS 3 X 3 X 1/4 0 3'-2" COLUMN l I I O. WILD TO ANCHORS ®tOlWIpE� &U1 Ldl� 20 GA. LT GREY SIDING + 3 G'/ 'I �* BY B.S. I -�' 7 I I 3-' 3 I/2 2 Y4 REVISION RECORD /4- 14 X /6 TEK SCREW— - _ t1HS1> 8Y B.S.-- 1/4" DRIVE PIN 24" DATE BY _ DESCRIPTION O.C. BY G.C. E SRA GENERAL. REVISIONS SRA REVISIONS FINISHED SLAB "---� SRA REVISIONS — -- 1 M&A GEN. REVISIONS 4 SHEET REARRANGEMENT 20 GA. LT. GREY TRIM / 1 rA GEN. REVISIONS (1871) BY B.S. SRA GEM. REVISIONS FA FA N VI I G.C. TO SET KNEE WALL — IN MASTIC BEFORE SETTING I I 1I OD PALED N CONI EKIE I TIC rTM DOMMM MC TME �AVE UK a TE.x?=W.ACO no Rs�, s��M�s,c�P� --� \73 O 000M OR ti6 TO MY EXTQIIf MIMTSMVM"MPT AS DIPIEfty WTI1 AID NN WVW BY TEXACO K. ANY(`fRSOM.i7Ul r CORiOkATION INSIDE FACE OF RCCERM TMS OOC(AENT.WIIIEVER WANW,S11A11.BY VNTuE tOIEOF BE oEEwD To NAVE AOREEO TO THE fOIROONf MK NO T14AT TW DDC1ltNT Illi R MD N T"T AWT COMfOEWX !("CT OKY To RETAINING WALL MdVATE USE EXPRESSLY AUTHORIZED BY TEXACO NC. COLUMN ANCHOR — T R M BOLTS TEXACO REFHNG & MARKETING INC. MARKETING ENGINEERING _ WALL SECTION KNEE WALL 7 SCALE: 1"-1' r. r 4 CU r d G m m LIE F T H A N 0 E N T R Y z o DRAWN BY DBCI SCALE AS NOTED CHECKED BY S.R.A. DATE 07-30-90 a APPROVED L.W'McD. FN . 1 11290 SW BUIL Mountain 9 of 24 BUP 97-0380 SIT 97-0028 IF THIS NOTICE APPEARS(CLEARER THAN THE OCT SDDOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY_ MICROFILMED IIIIIIIIIII 1111111111111a1�!I 1ji#fJillll 11111111111211 1111 . - rttlttil Itttlnu Ititllttt'�tt�trtt ttrrf�tl�ntllal�finlisll�filltlllll INfillfilfi filll�ltl �fiUllfiltlltlilitll IN�lill llll'uf fiN�lt Iififihfin rfifilufifi a+filfiufi fiftf�ltl'I�fifi11Fn 1fifi� '�Itfi �4 3 II 2r-8 1/2" ouT/our 3 L 2 3 1/4" 3 5/8" 1 2'-4 /8" y-p.. 2" 3._0.. 2 31-01, 2" 3..p.. 2" 3'-p.. 3•-p.. 3..p.. 2" 2'-4 5/8" 3 5/8" N 3' o" o DOOR SHIM AND ANCHOR -- - I FILLER 8 8 PIVOT •4006 SEAL 8 H 2 m I OPP. \ 11y8 4 5 I DOOR HD. [p I AGA 113 AGA 114 z Htid 8 a 2 g v 8 8 J A zo _ _ 0 $ Y NARROW SLE DOOR SOLARIUM -TEMPERED ARGON LEFT ELEVATION SOLARIUM FILLED GLASS SOLARIUM FRONT ELEVATIONZD SCALE3/9"•1'- SCALL 3/8"-V-0"0•, _ RIGHT ELEVATION1' SCALE: 3/8"• -0" PIVOT ----� Q1ILL I I IH2 I m I •1040 THAE HOLD I SEAL N 17 �1 An DETAIL SCALE: 6"•1'-0" 331- 2 � -- ?S 6" z 8" X 1/4" 2 a L 1 X 1 X 1/8 X 13/4 I.G. 1/4 % 1ST. SCREW RIDGE FILL R L DIA. A325 BOLT ® 10'-0" A.F.F. THRESHOL � _z z w oOr i z o c3 0 If' ° W Q •4010 H7 1 ('Ire W H2 � •4000 0 v [m T < \ SEAL iJ ,w SEALS --- -Lr- FILLE \ •_ \ O O � 1" INSUL. CLASS 0 N - I" ALUM. CLAD •ato /v/q� KJ � WlveJ 6u16v1r1 0 \_ * PANEL PAINT TO n MATCH COLOR H174 n REVISION RECORD DATE BY SILL FILLER RIPTION N 11/1 /90 SRA GENEq Al qE V1910N! I DOOR J 1! 0/12/99 SRA REVISIONS 03/18/91 SRA REVISIONS WEEP 90/11/91 MAA OCNI. RCVISIONS L SMfCT RC MRMICCMCNT Q r n1 - 121 - •4000 - 99/05/91 FA OENERAt RF_VISIONS 01:14/91 _ 02/06/9 iA OENCRAL Rf VISIONS y __ < a TS 6 X 6 COLUMN SRA QENER.Y REVISIONS IIy T -- -_ PIVOT -. ate . E la°ml°r001O�� w rivi9oa rail[Iwvniecl a rrt.w0ic�•oro M99ws 9°r9 n' 0ix1n.o'0i.9rR' SEAL- _ _ R:mnR ne oa9Aort.lwna.gr�nNlnN�maos9 ru InEa i�mrE9 ro I9K�.alem ro n[ - SEAL- / 2 Y. 6 CUT TO 5" ._ _. _ SEAL _METAL WALL SYSTEM r9em9lnsMenoe.a9 n9l r�n4e oo9eevr eu t Inc R nwt ao wyma,c e9fat �x ro� a KNEE WALL BY C.C.e I near[ M nraeaY gmloee er nerao aE:. " 3' 0" D1.0. 2" 2'-4 5/8" D.L O. 3 5/8" i I 'Qi1 DOOR 1 3/4" --_ ® TEXACO . 27'-e 1/2" OUT/OUT " 1/a., n T R MO REFINM I MMI ® - — 4Z DOOR AND FRAME OPENIN MARKETING ENGINEERMCING 10 DETAIL r3DETAIL �4 DETAIL n SCALE. 6'••1'.0" $ SCALE: 6"•I'-O" - - FJ DALE 6"-O o $ SCALE, 6��.1�.p�� j $ SCALE: 6"•1'-0" — z n DRAWN BY DBCI SCALE AS NOTED I OL CHECKED BY S.R.A. DATE 07-30-90 8 11290 SW Bull Mwntaln 10o124 APPROVED L.W.McD. No. pis SUP 97-0090 SIT 97 0028 + IF THIS NOTICE APPEARS CLEARER THAN 7 HE OCT IJ 1998 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED SDl(II'9 11"'111to 11111 IUlq�lll�ll I'I�III{�illli IIIIIIIigIII r)r(rp i �P1►H�llt(I II11tU�n�ll Ilhlyrl1t }1�4"�1 [+f�� +i�( �itllf 11111)11 4 --�tahut xuluxiuulnu nn6m urlxtt mlhm xxitm nnhm xnian nn6nt txdnx anlnu nulnx mdun xalau;uulux 1111111111101,11 aAAm nlllm xxan 1x1114 �' tt d�) xl A 3'-O" / BE LES BELOW -p/z„ X 3„ \-RED FIBERGLASS LEG —BOLT TO EXIST. C BM °o TOOL BOARD 0 0 o D W/COME 2i31TE . BOTTOM PLASTIC PEGS FIELD WELD TO BN. — ��—ST. STL TOPS PLASTIC TOP XP _ - TRAY —FIBERGLASS PLAN VIEW ST. STL. TOP MTL. TOOL BOARD W/ COMPOSITE PEGS SCALE: 1'-r-0" \ STL TUBE COVE `END PANELS---' FRAME N m T-O" PLAN VIEW STL STOR. BINS f r N — LG % 3" STEEL SCALE: v2"•1'-0" - A L 2 3/8" 5 1/4" 2 3/8" FIBERGLASS 5TL. AN & COLLECTOR BAR SUPPORTS STEEL TRAY 5'-0" FIBERGLASS r WEEP HOLES FOR LOOSE TOOLS COMPOSITE `N END PANEL PLASTIC Toa f PLAN VIEW SCALE: 1/2"•1'-0" BOARD W/ PEGS F� I STEEL BM., LEG 5„ 3 �-- 2-1/4'• WEEP STL. TUBE 2'-8" TYP, HOLES E o FRAME 2•-6" FIBERGLASS END PANELS STORAGISHELV 7" /E%P. MTL. FIBERGLASS 3'-2" 7" IN SHELVE v _ __.__ _ _ _ _ __ _ _ _ __ _ __ _ _ COV R_ - -- - --- PLANall - -- --- - - - - - - - - VIEW SECTION VIEW e FIBERGLD SCALE: V2"•,'-p" ST. STEEL— rn + SCALE: I"•r-o" SIDE PANEL ;., •- o STL. ANGLE BAR SUPPORTS COMPOSITE - - - - -- --_-- _-- PLASTIC LINE _SEND PANFLS— FIBERGLASS COLLECTOR--� N COL, TYP. 1 TOOL ORGANIZER � SERVICE ORGANIZER C SECTION VIEW B SECTION VIE 4 g SCALE 1/2"•P-J' g SCALE i"-I'-0" SCALE 1/2"•I'-0" D SECTION VIEW g SCALE: ,/2"n-0•' — 4 USED OIL COLLECTOR 2 GRAVII Y DISPENSING BAR 9 SCALE , -,'-o' — g g SCALE: I"-r-0" g SCALE x;1 .07 6,-3" E REkE �I STORiG i-`` CLOSET FIBERGLASS BENT METAL SHELF p 0 0 14 GA. LEG 6 3 EXP. METAL FI MTL. ENDS - BOLT TO EXIST. LEC —BOLT TO EXIST. n io N BM. BOTTOM "Ily BM. BOTTOM —4/z" L STEEL TUBE SHELVES ,.-6„ MENmanwallPLAN VIEW FIBERGLASS END PANEL 2' 2' 14 GA. MTL ENDS SCALE 1/2'•-,•-0" PLAN VIEW PKA J' VIEWE%PEMTLGSHEOF.S SCALE 1/2"•1'-0'• 0 _ o l ° I 14 GA. MTL. ENDS p 14 GA. - FIBERGLASS I ( METAL o END PANEL U I 1'/z" L I 3•-B,• 2•_7.. BOLT �. o I STEEL TUBEagg�g fI— - 1,_4" I SHELVES '^ I FIBERGLASS _ FLOOR PLAN - MAIN WORK AREA LEG � 5'-0,• LEG G SHELVES SCALE' 1/8"•1'-0" E%P. METAL BTM., 4'-9 1/2" —� �� LEG -- FIBERGLASS 14 GA. METAL F SHELVES o EXP. METAL BTM °I `N — 120 I-B. DIFF. FLUID n 5 7 5'-0'• E SECTION VIEW STEEL TUBE SHELVES I ,1 R SU Y g SCALE 1^-1'-0' m TREAD GRIP OR ;� E%P. MTL. SHELVES FIN. FLOOR I PRODUCT LINES 120 LB--OUP TO 2 n GREASE--"A 1 ABOVE G SECTION VIEW - FIBERGLASS END PANELS g SCALE: I"-T-O" I I I 155 CL �1 UTILITY WORK SHELF 6 AIR FILTER ORGANIZER `\g scue 1/2"-1' C)" \ SECTION VIEW 7 OIL FILTER ORGANIZER A.tF Q � SCALE: ,/2'••,•_p•, g SCN-E: P•-1'_0„ g SCALE: I/2•,,1'-p" • �/ _ FLOOR PLAN-LOWER WORK AREA SCALE: 1/8"•1'-0" I PRODUCT LINES ST EL GRATING ...................... AIR LINES GLE IRON FRAME_ ----" ------•- - -- FURNACE SUPPLY LINE 3" X 5". - - -- - - - - - - - - - -- -- - - - - - - - -- 00000 TOE STOP I FIBERGLASS STOOL .v 6" CHANNEL I I OPEN END (WELDED TO c ) I GALV. PERFORATED-�I IMO TOE S70P+--� — TREAD GRIP \ i _ I L I — I LEGS BELOW i-- / — TREAD GRIP TOP _ 2'-0" REVISION RECORD DATE BY DESCRIPTION PLAN VIEW 11/28/90 SRA GENERIC RE v1310N3 PLAN VIEW I_ PLAN VIEW 2/,0,90 ^RA q SCAB: 1/2"•I'-0" SCALE' I"•I'-0" COVER PLATE ( ' os-2e/v1 sRA REVISIONS -- 3 -I 2" -- 0'1/32/91 MLA CEN. REVISIONS L SHEET qE MRMIGEMENT O9/OB/91 FA GCNfRAL REVISIONS TDE STOP AT IT OV 2x/93 SRA OENERK REVISIONS ��ONE END ONLY TREAD GRIP TOPP�� STEEL GRATING T-6" T 6" TREAD GRIP \\ m 02/,!/92 FA GENERAL REV190NT ' FA IBERCLASS 570 rle oxuon 80 1a 9raRRnw(mol nn•nlc ro (aro Rcn 1K rR%aTr a 1aRo Bc.Ae 114 AN TILE US Se101Mp 4v IErErm 18 nIm TOE roEa SWL a calm,awueA mlwrm,aeaaem w 9I9[ w4,�t w onnn a urm 1a w. At TRE AD 1111: PFS FRAME IRON o USEDDAOIL TO /, I rlm�rz I�imE�sar�8lmoRan R niw1 s m�imlroa 9iitt'�. ,10 1,E OPEN END \ ,. m neslro R wemu row nE I.gln u9 a new LIE Rv m ANGLE IN ANGLE IRON FRAME- o L T H _ __ I I +I +I U IST ADJUST T R M ADJUSi. UNIS TkUCT LEGS-� 111 4i N '^ LEGS TEXACO ISFINIG i NNB([iING EIC. a wI MARKETING ENGINEER!NG 11 I_ 2'-3 1/2" J; 7 5/8" "I g FOOT STOOL I FOOT STOOL 11 PIT COVER W/C CHANNEL cJ 10 SPILL CONTAINMENT BOX o [� CAT WALK (2)SECTION VIEW 9 score 1',I,_o g SCALE r'-r-o" g scuE: ,v: ., o g SCALE NOT TO SCALE — SCALE' I/2"-V 0" _ _ DRAWN BY DBCI SCALE AS NOTED . g _.__ g SCALE: 3/4"•I'�p" CFI :KED BY S.R.A. DATE 07-3, 11290 SW Bull Mountain 11 01 24 APPRDVED I IN U, SUP 9741380 ' SIT 97-0028 IFTHIS NOTICE APPEARSCLEARER THANTHE OCT 515118 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED Ilm arm S Dt1111�Illlll IIIIIII�IIIII illi((( Ilgl. I}llill illy IIIIIII 1pf1 r;tom ►pl txt ',1rtlit i;r t its lollm mdmdlnllnnhu mhn nl I nihn m ' nhl I n�hn+ ulmlual IIUa�iL^An orifi NI !' �` 24X • TO BE ATTACHE-,:I 2'-0" _ INSTALLED WITH SPECIFICATIONS FOR " STAR _ LUBE " SIGNAGE KIT NO . SLBS - 001 - TO EXTERIOR STAINLESS STEEL/ = TO BE ATTACHED — BUILDING WALL IMMEDIATELY BRASS BARREL 1 0,. TO STEEL CC;LUMN "4E" ABOVE SL-18 HEAD MACHINE -- IN �RON7 OF CLOSET FACING CUSTOMER, 4' OFF FLOOR LEVEL • ALL SIGNS ARE TO BE 1/8" THICK LEXAN WITH SILK SCREENED SCREWS (TYP.) GRAPHICS AS SHOWN ON DRAWINGS. / WHITE GRAPHICS � = DECALS ARE TO BE "HIGH PE^FORMANCE" VINYL WITH SILK SCREENED I? ® GRAPHICS AS SHOWN ON DRAWINGS. LL' (REFER TO ITEM NO. SL-4A AND ITEM NO. SL-5A) COLORS AS INDICATED ON THIS DRAWING SHALL MATCH TEXACO COLORS REMAIN /'-' RED GRAPHICS AS FOLLOWS: INSTALLED WITH WHITE - STAINLESS STEEL/ TEXACO • 1 WhITE __- BRASS BARREL ® RED - TEXACO = 31 VERMILL-ION RED TEXACO HEAD MACHINE BLACK - TE RED BACKGROUND -�' CO 34 IRON KETTLE BLACK SCREWS (TYP.) YELLOW - TEXACO • 37 YELLOW GOLD DARK GRAY - TEXACO • 33 DARK DOVE GRAY ITEM N 0. SL- 1A - — = STAINLESS STEEL/ BARREL HEAD MACHINE SCREWS WILL BE SUPPLIED SCALE: 1"-1' WITH EACH KIT TO INSTALL SIGNAGE TO BUILDING AS SPECIFIED. WHITE BACKGROUND - ITEM NO . SL-3A INSTALLED Yr';TH STAINLESS STEEL/ TO BE ATTACHED SCALE: 2"-V 14" INTERIOR "GREEN HOUSE" MARQUEE SIGN BRASS BARREL DIRECTLY BELOW HEAD MACHINE "STOP" SIGN STARTING SCREWS (TYP.) 4 FEET ABOVE GROUND -\ -- 2'-0" — -�� ELEVATION ON ENTRY 3 $ 20" x 14" MESSAGE BOARD TO DISPLAY SIDE OF BUILDING INSALLEO WITH • "HOURS OF OPERATION" AND -_ STAINLESS S1EFL/ a a "EMERGENCY PHONE NUMBER" BRASS BARREL ■ WHITE FRAME WITH WHITE PLASTIC MESSAGE BOARD/ N w -/ / ' / HEAD MACHINE n (n / / / / SCREWS ITYPA OVER SECOND CUSTOM-PRINTED FACE W/ STAR LUBE N w ® / / / STORY TRAP DOOR o LOGO (HP VINYL DECAL W/ SILK SCREENED GRAPHICS) DARK GRAY BACKGROUND WHITE GRAPHICS YELLOW STAR TWO FONTS (260) OF HELVETICA STYLE - - - LET i ERS AND NUMBERS SUPPLIED W1 KIT. RED AND BLACK LET'ERING ITEM NO. SL -1B SCALE: 2"-1' / / RED BACKGROUND -- LARGE HEAVY-DUTY SUCTION CUPS SUPPLIED TO ATTACH SIGN TO INTERIOR GLASS WINDOW EXTERIOR ENTRANCE BAY SIGNAGE WHITE "STAR LUBE" sTAE M„-1N 0. SL5A / WHITE "TEXACO" MARQUEE SIGNAGE • TO BE ATTACHED � / / / ; , 2'-0" TO EXTERIOR BUILDING WALL IMMEDIATELY ABOVE SL-28 / / LACK "YOUR OIL / o �, / „CHANGE CENTER/ ,� WHITE TM , i S BOL I? - iv i° SL-38 _ ON DOOR o -3B (COVERS PASS-THRU ITEM NO. SL ' INSTALLED WITH SCALE: 1'12"-1' - STORAGE DOOR AT ATTIC) - / r STAINLESS STEEL/ I1Ijj_LLjLu_LuIIIII1 [fill -- CENTER HIGH {td ALCOVE / BRASS BARREL / CENTER HIGH IN ALCOVE// // f� // // �� // // // 14 POINT SERVICE SIGN "SERVICE MENU BOARD" HEAD MACHINE (AVAILABLE FROM T.L-C.) ""�'"' (AVAILABLE FROM T.L.C.) RED BACKGROUND SCREWS ( fYP.) SL-5A— HP L`SA HP VINYL DECAL W/ SILK SCREENED ITEM N 0. SL -2A GRAPHICS AS SHOWN 1'-9" — LAIR HIL. COMP---]I SCALE: 1"-1' — - -- -- - RED BACKGROUND FRONT ELEVATION REAR LURE BAY WALL_ ELEVATION —YELLOW STAR SCALE: 1/8"-1'-0" - SCALE: 1/8"-1'-0" -_- / INSTALLED WITH TO BE ATTACHED STAINLESS STEEL/ DIRECTLY BELOW / BRASS BARREL "DO NOT ENTER" HEAD MACHINE SYMBOL SIGN STARTING 4 FEET SCREWS (TYP.) 2'-0" ABOVE GROUND ELEVATION ON � � / /' WHITE "STAR LUBE" E)"T SIDE OF BUILDING N / F WHITE „TEXACO' REVISION RE,ORD / DATE _BY _ DESCRIPTION '11/2a/90 SRA GENERAL REVISIONS -1/4' 12/10/90 SRA REVISIONS _ EST. •/ � ® % // - - 3-1/2 // ,� SL-2A 5L-1A - REVISIONS _- / � // // �/ j 03'2e/91 SRA EST. BLACK "YOUR OIL SL-LB SL-18 �L_LJL�_ 09/22/91 MVA FEN. REVISIONS 4 SHEET REARRN AGEMENT // (—j;1 ; / FA 0PPOSIT HANG PLAN —[L_ OO/O /flI FA N AL VISI N ` CHANGE CENTER" / / _ - --- // / �� O 0 / r 7 / 02/06/9 FA �(.EN"FrA� REV1510N EST. -- --------__----- DARK GRAY BACKGROUND _J WHITE GRAPHICS --- ��.�. - THIS DOCUMENT AND THE INFD.WATION HEREIN RELAUC To TEXACO W.IS THE PROPERTY OF TEXAVA W.AM HHAS -- BEEN I."M IN ANIUMCE FOR THE PRIVATE IDE OF RXACA INC.AND ITS 9M UNIES MO NFLNTES NO PMT (� BE i. '`i T AL L E D ON IEREOFLr SHALL `OPTED,OUPLICATED,DISTHDB M,DISCLDSED OR LADE AVM,A%E TO OTHERS OR MTO ANY EXTENT WHAr%tvtR EXCEPT AS EXPKIA AUfl==IN w mcx H>Y TEXACO INE. ANY Kmm TwA OII MMIA710M STAINLESS STEEL RECEIVND THIS DOMMM,HOWVER W.AINED.9NAL L BY VwTUE HEREOF BE MUM TO NAVE AGIW O THE F(WOOM PESTRX:MNS AMD THAT THIN DOCUMENT WILL RE HELD IN TRUST AHD CoHsmam SIa,ECT M&Y TO DISFENSOR RIGHT SIDE ELEVATION LEFT SIDE ELEVATION PRWATE USE EXPRESSLY AUTPHO MUD BY TEXAIC! W. ITEM NO. SL-2B (TING-SIDED> ITEM NO. SL-4A SCALE: 1/8"-1'-0" — SCALE: 1�8"-P-0" — T R M i SCALE: 2"-1' � SCALE: 11/2"-1' TEXACO REFO" & MWETING INC. MARKETING ENGINEERING EXTERIOR EXIT BAY SIGNAGE INTERIOR SERVICE BAY SIGNAGE e 0zz � q: a 0 L E F 'T H A N 0 E M T R Y o DRAWN BY C.P. SCALE AS NOTED N CHECKED BY DATE 06-04-90 --__ r APPROVED INN -s�sa�s,►�� .- w --------iii 11290 SW BUII Mcuntlin 12 of 24 BLIP 97-0380 SIT 97-0028 4 IF THIS NOTICE APPEARS CLEARER THAN THE OCT 51998 I DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED fli 11iI1E� �i IL I�Ia( IIII IIIIIIIilllll 1 1{#IIIIIlIIIII IIIIII1111111 tIT"PTT11 t1111 � 1#�1 �1►I►1� �1111 1it1111� #�' #ii# # 1I ` �1til H�It�Ii!n��lilin �Iil+r;ir imll«i �trilt ��.rtIi�+ta:►r+Ipu IN1�tt�H �lihru It�i�111r1 !�{lt1 r��1111n ItaI1Ni ilii{iiu 11+ �i �+Lun +isaLt�p idar N ml++i nh . NOTE: NEW GAS METER AND SERVICE. VERIFY EXACT LOCATION AT SITE. (PAY FOR h VERIFY CAPACITY OF GAS METER COORD. WITH GAS CO. FOR A NEW SERVICE). / WITH GAS FIRED EQUIPMENT CAPACITIES / AND ACTUAL DEVELOPED LENGTH OF GAS PIPING AT SITE. COORDINATE WITH GAS CO.. .WALLS MUST BE NON-COM31JSTABLE IN _ ----- uTILrTr AREA (AND UNDER FURNACE).SEE NOTES 11,5,6 ec 7 H.V.A.C. EQUIPMENT Sc ELECTRICAL SCHEDULE _l UNIT ARI AR) CFM • THW CU L __ — r F-1 N0. DECRIPTION CEG. HTG. .5 ESP MAKE MODEL F.L. FUSE UNIT WITH GAS COCK, UNION AND DIRT LEG VOLTAGE AMPS SIZE CIRCUIT REMARKS CIRCUIT F-I GAS FIRED REZNOq UNIT HEATER �� FREE BDISCH F-75 (1) 115/1 1.9 "-- -- _-- AG PORTABLE AR CONDITIONER 18.000 530 MCMN' COOL 15SFU(2) 240/+ 10.0 20 /12 E F- THRU-THE-WALL NUTONE Q MECHANICAL PLAN—MECHANICAL AREA EXHAUST FAN 250 — 1zo/+ AI/IOHP ��qp'x"T"G 8010 1 1 SCALE. 1/4 -1 p• ON ROOF JENN FAN I EXHAUST FAN 380 RED B 3 120/1 — ON LIGHTING WITH "ARK I 'AN r INTERMITTENT SAFETYPILOT WITH ELECTRONIC FLAME SUPERVISION ANO SUSPENSION KIT, STAINLESS STEEL HEAL E%CHANGER AND BURNER, AMBIENT FAN CONTROL RELAY. (2) WITH 1'-5 DIA. k 2--4' DM. HOSES, LUBE PIT EXHAUST CALCULATIONS (3) WITH CURB, DISCONNECT, BIRDSCREEN AND BACKDRAFT DAMPER. CFM - VO 7M % r ? 60 PIT AREA - 1748 CU FT ROUTE 5'0 DUCT O 7'0" AFF THRU OFFICE AC/HR 12 AC/HR PER NFPA 88B-2.7-h WALL TO GRILLE. QUAD DAMPER TO BE CFM = 17 �I FULLY ACCESIBLE. 60 — 5'0 DUCT TO BE COILED ON H OK BY GEN. TO BE USED CFM - 350 CONTRACTOR (FIELD FABRICATED4 SEF a FOR AC BY CUSTOMERS. 5s TO OFFICE - - COMPRESSOR 1.) ALL WORK H BE ACCOMAPPLICABLE If SHED IN STRICT 6.) HEATING THERMOSTAT TO BE LOCATED AT HEIGHT LEVEL OF EF-2 ON ROOF - — nccogavlCE wrrH APPLICABLE ' +norvA GAS UNIT HEATER UNLESS OTHERWISE REQUIRED IN 1 LYO UP - --- -- J L '- - - --- r �� STATE, AND LOCAL CODES AND ORDINANCES,PERFORM TESTS AS REQUIRED J SPUTTER �— GRILL IN 2.) COMPRESSED AR TUBE IS TO BE ROUTED LOCATION INDICATED. ROUTE THERMOSTAT CABLE WITHIN TO ASSURE THERE ARE NO `.YAC�! ``� STORAGE OFFICE WALL 1/7 E.M.T. TO UNIT HFATER. THERMOSTAT SHALL HAVE A MAXIMUM LEAKS INTO DUCT (TIP,) p V EF-1 54 TO COIL TO FROM AIR COMPRESSOR THRU AIR PRESSURE SETPOINT CAPACITY OF SSE. - CLOSET CUSTOMER CAR WINDOW, // \ REGULATOR TO CONN L 10"0 BURIED ___ _ -- __ 1 CONVECTOR BLOCK OF FURNACE. 7.) NOT USED 5 DK 1 r ---1 AIR LINE SEE NOTE 3 dT 4 ( ROUTE PIPE EXPOSED, NEATLY, SQUARED AND G.) FORCED AR HEATER IS TO BE PROVIDED SEE "LOWER WORK AREA' PLAN —�� .- L -- - - - J - + L. __'.- AC ATTACHED ON 8'11 CENTERS, TIGHTLY TO STRUCTURE. COMPLETE WITH INTEGRAL UNE VOLTAGE THERMOSTAT FOR CONTINUATION I ( ATTACH TO WALL 1X4 IXNAUST 3.) UNIT HEATER IS TC BE SUSPENDED AT 18" ABOVE AND INSTALLED AT SAME LEVEL AS UNIT HEATER. I wrrH STRAIT Ducr ro 72" I MECHANICAL AREA STRUCTURE IN LOCAiIDN SHOWN BY I-OUR 3/8' ALL– B.) AR CONDITIONING LINT 15 TO BE INSTALLED 3 ALL– ABOVE. 8' PVC SLEEVE UNDE 1 II I_ \ THREAD RODS TO STRUCTURE. IN STORAGE SPACE AND DUCTED (LOCATE CENTER OF SLLEEVEEVE 5'0 �R I . y_ 4.) ROUTE TYPE-8 LLUE FROM UNIT HEATER TO AS FOLLOWS: DOWN TO U.L LISTED ROOF Cp'. 1) ONE 4'-20' EXTENSION DUCT FROM 'DUAL IX1C' 72" OFF ENTRY WALL AND 12-1/2' — ALL BURIED SPUNSTRAND DUCTWO AN PENETRATIONS SHALL BE SEALED WATER TIGHT. I BASEMENT s.) EXTEND FLUE THRU ROOF USING INSULATED BELOW BAY FLOOR SLAB TO PVC SLEEVE—y I I I TO SERVE CUSTOMERS W/ FIELD INSTALLED QUAD ---DUCTWORK ANO PENETRATION OF- UCTW RK THROUGH LUBE PIT WALLS SHALL BE CLASS '** STAINLESS STEEL I,NFR THRu A IB' GWPER O "DUAL Ducr. STRUCTED IN SMICT-CONFOR CE WITH THE MANUF. INSTRUCTION k BE COMPLETELY BASEMENT W'� BELOW I I I I MINiWJM 'STANDOFr AND TERMINATE IN A RAN 2) ONE 4'-10' EXTENSION DUCT FROM • DUAL DUCT �-�WAT--R -�_-�— �JL CAP TERMINATION PEP 1994-UMC-806.6 TO SERVE OFFICE WITH FIELD INSTALLED BOOT k REGISTER -� LUBE BAY -_�-�� 17 % 1Y GRILL BELOW AT 7'-O• AFF 3) ONE 5-20' EXTENSION DUCT FROM UNIT THRU SPUNSTRAND DUCT SET WITH CENTER F DU T AT 1'-4' BELOW FINISHED FLOOR PROVIDE 6" TY PVC SLEEVE INTO PIT AREA MINIMUM OF PEA GRN D E IRE LENGTH. TERMINATE INTO 10"0 SPIRAL GALVANIZED \ DETAIL OF AIR CONDITIONER DUCTS 4) AIR CONDITIONER TO SIT ATOP 16•(H)x3D'o24 GALVANIZED STEEL DUCT. SEE DETAIL 6 THIS SHEET. 7 ' / NO SCALE METAL STAND (REMOVE CASTERS). n L 3) AR CONDITIONING UNIT TO BE PROVIDED I L W/ INDUSTRIAL FILTERS, COLD AIR FLANGES, TRIM RINGS, t W � I EXTENSION DUCTS W/CONNECTORS, SCREW +TRWLZ 12'4 EXHAUSTMECHANICAL PLAN — MAIN WORK AREAT SCALE: i/4'-1'-0' WIN CAR WINDOW ACFL00 SEE "MAIN WORK AREA PLAN / FOR CONTINUATION / � ELEVATION OF DUCT TO CAR r / \,_17,/ NO SCALE *1321"1 14X6 UP �-. 0 14X10 EXHAUST RILLS TO \\ MaN FLOOR fREOO ,�,dq,BE WITHIN 12" 0 FLOOR 11 j\ I) 1a � �y"� _.-cF. REVISION REQ 10` DIA. DU ♦T a 9,Tr' DATE BY (SEE PLAN) DESCRFnDN M( CINT EXHAUST GRILLE IN 6 X 14", 1 GE GALVAN ZFD STEEL PLENUM ATTACHED 16' DIA. FIBERGLASS 9 25 97 BID CONSTRUCTION SET DIRECTLY TO LUBE PIT WALL PER DEZAIL 'T IS 'HEE(. COLLAR X 1/8" THICK BOND TO DUCT AND Wal _ PRIOR AT WATERPROOFING Ah o s s e i n _ '�, > ♦ ' SEAL WATER TIGHT. PLENUM DUCT —' STEEL MTC. BRACKETS S Engineering • � \I ((2) 1/4 DIA. EXPBOLTS • / INfO CONCRETE WALL AT EACH SIUE OF DUCT MINN w wur Re lw wa wuRAww w.��[Rw1nQaPOA4sw 6 _ \ EXHAUST GRII. E wmwwR�RX}I'K lwwlwa wgo•www,w aua wwe \ VIA ri°owiir�ARwwiIR R�iRnw� Ra wwwwlewwx www www.w.Rwwi�wwrwlwo 1w IYbR�wwl�w`N wlRf�f��1Y M wrww wA.w aar w w LA4 L — ELECTRICAL PR FLOOR CTION - ENERGY ® T R M I STEEL MTG. BRACKETS W/ 2 T/4' DIA. EWALL T iunc9 MINIM A IwR lm SNC. I 0 CONCRETE WALL AT \ TH. AVE. N.E. EACH SIDE OF DUCT \� e „E„ MARKETING ENGINEERING 6 LUBE PIT EXHAUST DUCT WD. 98005 TIGARD, OREGON 1 MECHANICAL PLAN—LOWER WORK AREA 11 NO SCALE 62-9441 D o SCALE: 1/4'.1'-0" 62-945 i L C F T A N 9 [ N T R Y o9wOneflet.com DRAWN BY GRy/DLJ JOB NO,97029 11290 SW Bull Mountain 13 0121 — ---- CHECKED BY V.A. DATE 07-16-97 UP W.oa80 _--- APPROVED 54 9T-0028 -- IF THIS NOTICE APPEARS CLEARER THAN THF. OCT 51998 DOCUMENT,TILE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED TII+�11 I+I II�Illwlal+li +I+Uly+l+l+ +'I+I+U�+NII +{+n{+1nm nnm N U+�Nt +In+ WWII r r r r + r t a t Im i � { � tt ti ► ndntt uuhm mduu In�nxhmlrol nnhm Indnn md9x nlNm nnhl m6m nnlxn xninu nlux n91xn unlxn IRhn nlrhm T11Am�iin6 24X MDP-2 D — - o -- --- ', D __-__----- LIGHTING SCHEDULE T___ MDP-19 MARK --- — — MANUFACTURER CATALOGUE NUMBERLAMPS _ REMARKS _ 'FURNACEI MDP-6 A LITHONIA M-240-M _ - MDP 19 2-F40T12-ES 1X4 SURFACE A1TD MODULAR FIX © _ - LITHONIA i- ��2-F40T12-ES � _-_ --, 4 WALL BRACKET 7'-0" AFF WC-240A (CENTER OVER OPENING BELOW) C-- LITHONIA 8T-CB240 4-F40T12-ES 1X8 SUSPENDED FLOUR FIXTURE I D METALUX SS-240-1?.0V-LE3-U _ 2-F40T12-ES WALL MTD _ LITHONIA ESIR-EL UDED INCI. W/ BATTERY PACK----- C 0 8`0" AFF 3ELECTRICAL PLAN-MECHANICAL AREA -- - 12 SCALE 1/4"-1'-0" NOTE _ ALL BREAKERS ARE 20/1 UNLESS OTHERWISE NOTED. ELECTRICAL WATTAGE SUMMARY _LIGHTS _ 1 _% � _ LIGHTS _ DED. RECEPTS _ 3 r� 4 _COMPUTER 1.) ALL WORK TO BE CONSTRUCTED IN FULL IW H (4U A"P) _ 5 r, F, FURNACE 648FT2 I Nc 7 n 8 SPARE — ACCORDANCE WITH APPLICABLE NATIONAL, STATE LTS-648F12 •3VA-19944 VA•1.25.2430`JA 9 10 --SPARE AND LOCAL ORDINANCES. REC•648FT2 •1VA-648VA AC UNIT 11 12 -20 A, 2P 2.) ELECTRICAL SERVICE TO BE EXTENDED FROM MISC- 20 A, 2P 13 1 14 RECEPTACLES I A.C- 3.8KVA MDP-18 SPARE PRINTER EXISTING PANEL IN CONVENIENCE STORE, USING - FUTURE COMP- 3 OKVA ......::::.':•.. ........................................ MDP %--- COMPRESSOR — 15 �, 16 t : ii. .. :r . . .. -'111--•.......... ...... 1 18 _-.SIGN 80 A. 2 POE BRANCH BREAKER AND •2 THWN COPPER SPARE 7 L --- -� - - ---•--- REC ATTIC IWH 3.5KVA r CLOSET : 1 �D CIRCUIT W/ GROUND IN 11/2" SCHEDULE 40 PVC FAN (HEATER) 1.5KVA (OPTIONAL) A _ _<<____ __._� STORAGE `------ ----- 21 `:; L r) q i SINGLE PLUG -- UNDERGROUND TO NEW PANEL. CONTRACTOR TO VERIFY SPACE 11,800VA 24 MDP MDP - OFFICE A / i W/ SWITCH - 23 AVAILABILITY AND LENGTH OF RUN ON-SITE PRIOR TO TOTALS: -3 �� - 2430VA MDP-2 27 1 BEGINNING; WORK, REC- ....... I i L• 0 3J ALL RECEPTACLES, ELECTRIC HEATER AVD DISCONNECTS 161 OOOVA .-.... . 'F'-- -=--- - I --- i 31 32 MISC- - „• ;j-MDP-11,13 i X24 I kF-1 4 TO BE A MINIMUM OF 18" AFF TOTAL 14.878VA ---- - ---- .. _____ _�: �� MDP-5 (UNDER SINK) 35 36 _ 4.) WIRING TO BE 98/. COPPER THROUGHOUT. 14,8'UVP./240V, 1 DI + - 62 AMP MDP-14 _ 37 • 38-- MDP-1 8—._MDP-1 E• I MD -4 _ 39 40_ 5.) PANELBOARD TO BE SQUARE D OR EQUAL BY 1 24• 1 _ 42 ITE OR WESTINGHOUSE. I % 6" EMPTY PVC SEE NOTE•8 SERVICE EQUIPMENT RATE 6.) DEVICES TO BE COMMERCIAL GRADE AND SAFETY / A VERIFY W/ r . .................................. .�.[, 2" EMPTY PVC SEE NOTE•8 BREAKER AIC' 10,000 SWITCHES TO BE STANDARD DUTY GRADE. MTD. TO WALL LOCAL UTILITY SHOWN REMOTE--""' I TELEPHONE FOR MODEM (�(j ; 7.) INSTALL. COMPRESSOR BREAKER AND ROUTE FOR Cl-ARITY. MOUNT AT 5'-U" A.F.F. MDP-16 PANEL MDP 120/240 VOLTS, 1 PH., 3 W,, TO DISCONNECT SIZED PER MANUFACTURER. I.G.-G.F.I. ................... """"""""""" -• 8.> PROVIDE EMPTY PVC CONDUIT FROM THE 100 MA1NS 2 POLES / 4 LOCATION SHOWN FOR CONTROL WIRING BY' OTHER. DIMENSIONS: 14 WIDE _ 4 DEPTH •• _ LUBE BAY SURFACE MOUNTED ® S/N BAR : rNSirrrrrrrrrrrrr♦rrrrrrrrrrrrr rrrrrrrrrrrr,rrrrrrrrrrrrr rr•'rrrrrilJ17 CONNECTED LOAD i FLUSH MOUNTED�EMRD BAR ® 14.9 KW, 62 AMPS ........................................ ............. _ ---- ,,,••-•„-. MANUFACTURER: SQUARE D MFGRS MODEL NO. HOOD-BOLT CU BUS MDP-7; - MDP-7 _ (OPTIONAL LOCATION ......................... - .................._.............._.. ........... FIELD VERIFY. NEW STAR LUBE BUILDING _ - EXISTING CONVENIF'�CE � MART ALL BRANCH CIRCUITS NEW 80 A 2-P TO BE ROUTED ABOVE SLAB PANEL MCB IN PANEL EXISTING MDP SPACE 100 A 2-P MCB FIN. FLOOR 2 ELECTRICAL PLAN - MAIN WORK AREA _- -- _ �� GROUND L2__—__— O ND 12 SCALE' 1/4"-1'-O" 3/4" C 3.2,1.8G,IN 11/2"C, VERIFY ROUTING & DISTANCE. ONE LINE DIAGRAM I ; i Q........... ..o............... . .. . ......�. .. o......... ...��, -............ ........... ................................................ ►•L�------- ....... .............................................. ..................'t REVISION RECORD DATE BY DESCRIPTION ��..... .D 11/28/90 5RA GENERAL REVISIONS S A 112/10/90 SRA REVISIONS — �; : 03/2!!%91 SRA ' I ; -GEN. REVISIONS 4 SHEET F.EAT7R i.. , REVISIONS ANGEMENT 09/03/91 FA_ GENERAL_ REVISIONS -,-!• r••. :J i .I 03/22/91 Mi,A _ 1 •• , I 01/24/9 SRA GENERAL. REVISIONS -- 02/06/9 FA OENCRAL REVISIONS A ......:..... .......... a:.................:....-.... o .-.... -„......... ............ II F1 n ANO TIME NFORIAATXIN IENEN EXAM W.K PROPERTY :.................i..............,.....•..... a..n......�.......A.... a 'r. : :p :`: :0 01 IELAflq 10 T THE OF TEXACO NC.ANO IYLS COPED,Ok FOR LIE PRIVATE ILS a TOM LIC.AND ITS 2AMIARES 40 Wrtm ES NO PARI IEREOT SHALL!!E COPED,DUPLIEWWAS O y Ain EO,OISCLO NI OR MADE AVALAAN I TO OTHERS OR LMO TO AMy WW CDC TMAT IS DOI EXCEPTAIIEW. O E'VP OS II,".94AL N WNIM E 1EXACO NC. ANY filRSW"11140111 COR MATMN RECEIVN(' 1H14 OOCIAENT,NONEVER OeTA1lEO,91ML1. ®Y VITTIA: HEREOF RE WrMEO TO HAVE AQW10 TO TW FORKOOM RESTRICTIONS AND THAT THIS OOCIAENJ WILL K IEID IN TRUST AM COI m%x SI�NE'CT ON,Y TO i PRIVATE USE EXPRESSLY AUTHORIZED BY TEXACO W, IZ T I iYl w TEXACO REFINING 6 MARKETING INC. o (`J MARKETING ENGINEERING a, ) ELECTRICAL PLAN-LOWER WORK AREA J y Z 12 SCALE 1/4' -1'-0' -_ - _- - �_—� _____ o c L E F T R A N O E N T R Y DRAWN BY DBCI SC,,LE AS NOTED DATE 07-30-90 290 SW Bull Mountain 14 024 CHECKED BY S.R.A.APP SIT REO L.W.McD. 97.0390 CO. SIT 97-0029 A IF THIS NOTICE APPEARS CLEARER f"AN THE OCT 51998 DOCUMENT,THE DOCUMENT IS OF MARGINAL.QUALITY. MICROFILMED S D1111tIIIIII III{I{I(i{I{I Illllll illll I•I' 1 1 1 1 1 1 I I I I' t i l com ! 1 1 1 1 ! I i I I Ifrl Ij11�PW111111intle f1�1f Mil 11Ii!If 1Uf11lN fIlIIfIN liNl!!I!IIIIIlMr�tftlllir IfII!!f1 fIfl�Nif rftflffil ififllfi{aHlfffi nulnlf tfflftfl l�rif �f�r��f nlffrf rmlr�fr friaurr�rft i� ' 1 L-- 2 3 4 S 7 10 11 1 12 3 14 � ..�...� 15 1d 77 1O I DRAWING INDEX M - - ------ - -- - --- __ -_ CS CGVER SHEET SDI SITE PLAN SD2 SITE DETAILS AAHIM AND 1 SITE GRADING AND DRAINAGE PLAN 2 EROSION/SEDIMENT CONTROL PLAN L FOUND ON PLAN do S- TIONS 2 FOUN ION DE I!_S 1.3 FL00 LAN ELE TIO L FRAMI P1 At do TAI BUILDISEC I N EAI 6 BUILD G ST TI N & D AIL. 7 BASE HAN EL P A DE IL_ h SOI. I M - E 10 do DE I 9 QUI M NT DE LS Bt IGN G D TAI K F31 ECAICLP N 1 EETRIA PL PL BI PLAN LANACAM K L1 LANDSCAPE PLANTING PLi,N L2 IRRIGATION PLAN L3 LANDSCAPE CONSTRUCTION DETAILS L4 LANDSCAPE CONSTRUCTION SPECIFICATIONS J J H H C Q '"pprovOy CITY OF T'C'417 COndi_GENERAL NOTES Ca : — or on,,,, ti011y Apprav� SCOPE OF V110� .K ABBREVIATIONS LEGAL DESCRIPTION 'd' r . r VICINITY MAP NTS P�'RM'T tvp �� as deS:rib...• r ,. 1 S _- a � Od irT: � ��ttt�r to FOt� � Atiach„ _'--- IN THE EVENT OF DISCREPANCIES BETWEEN THE DRAWilvGS, SPECIFICATIONS, 1. NEW SINGLE BAY STAR LUBE BUILDING. �IOb,gddrL�S�• ' OR SCOPE OF WORK SUMMARY IN THIS PAC:(AGE, PLEASE NOTIFY RHL DESIGN (N) - NEW SEE SHEET CO, FOR LEGAL DESCRIPTION. By. ”"r )- P GROUP, INC IMMEDIATELY, 2. GENERAL SITEWORK FOR FACILITY: CURBS, LANDSCAPING, (E) - EXISTING 2 RHL DESIGN GROUP, INC SHALL. NOT BE RESPONSIBLE OR H r,VE CONTROL SIGNAGE, PAVING & SITE LIGHTING AS INDICATED ON SITE PLAN. OR CHARGE OVER THE ACTS OR OMISSIONS, CONSTRUCTION MEANS, METHODS, - -.. .� TECHNIQUES SEQUENCES OR PROCEDURE', OR FOR THE SAFETY PRECAUTIONS & N.T.S. NOT TO SCALE 217 PROGRAMS OF THE CONTRAC-ron, SUBCONTRACTOR, OR ANY OTHER PERSONS PER NOT IN CONTRACT N.I.C. - � . FORMING WORK ON THE PROJECT �\G 3. RHL DESIGN GROUP,INC HAS NOT BEEN RETAINED FOR REVIEW, SUPERVISION CONC. - CONCRETE Q*� OR ADMINISTRATION OF THE CONTRACT, NOR THE CERTIFICATION OF PAYMENTS. CONSTRUCTION COORDINATOR SHALL PE OWNER'S REPRESENTATIVE DURING CON- U.G. - UNDERGROUND STRUCTION do UNTIL FINAL PAYMENT IS MADE. THE 0' 4<'FR'S REPRESENTATIVE WILL REVIEW THE PROJECT' k RENDER NECESSARY DEUSI01.� FOR THE PROGRESS OF THE O.C. - ON CENTER RT WORK. �\� 4. CONTRACTOR IS RESPONSIELE TO SEE THAT WORK !;J FIELD IS DONE IN ACCORDANCE EA. - EACH E WITH All CURRENT GOVERNING NATIONAL, STATE I I?NOT CODES, ORDINANCES I>< ACCcSSIBILITY NOTES EGRESS NO 99W C�'�y REQUIREMENTS BY GOVERNING AGENCIES, WHETHER OR NOT SAID CODES, ORDINANCES, _ TES REQUIREMENTS, ETC. ARE SPECIFICALLY SHOWN ON DRAWINGS AND/OR CALLED FOR g IN SPECIFICATIONS. SW McDONALD STREET Y 5. CONTRACTOR SHALL PROTECT ALL EXISTING ITEMS AND FACILITIES TO REMAIN 1. ACCESSIBILITY TO THE STAR LUBE BUILDING IS NOT REQUIRED PER 1994 THROUGHOUT CONSTRUCTION. CONTRACTOR SHALL REPAIR AND/OR REPLACE, 1. EGRESS DESIGN FROM LOWER WORK AREA IS BASED ON 1994 U.B.C. SECTION SITE AT CONTRACTOR'S EXPENSE, ANY EXISTNG ITEMS AND FACILITIES TO REMAIN U.B.C. SECTION 1 NS IN1, EXCEPTION 2, ALL WORK IS PERFORMED NMI' E 1003.1, EXCEPTION 6. E THAT ARE DAMAGED BY CONTRACTOR'S OPERATIONS, TO THE SATISFACTION OF CUSTOMER REMAINS IN VEHICLE. EMPLOYEES MUST PERFORM WORK WHICH C TI IE OWNER'S ENGINEERS. CAN NOT REASONABLY BE PERFORMED BY PERSONS HAVING A SC`:ERE ` IMPAIRMENT. SW BULL MOURITAIN ROAD N 6. PRIOR TO EXCAVATION, DETERMINE AND VEPIFY LOCATION OF UTILITY SERVICES IN E> ALL AREAS TO BE EACAVATED. 7. CONTRACTOR SHALL COMPLY WITH ALL PERTI147NT LAWS, CODES, REGULATIONS, u UBC, GOVERNING AGENCIES & MANUFACTURER SPECIFICATIONS, UNLESS GREATER REQUIREMENTS ARE INDICti rED, AND/OR ARE NECESSARY FOR THE SAFETY OF 'THE PROJECT. 3 & THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIF,1NG SW BEEF BEND ROAD JU ! DICTIL;""; AS REQUIRED FOR INSPECTIONS AND SHALL PAT Io�lo�q 155U�� R �Ia _ INSPECTION FEES ASSOCIATED Vlf!TH THE WORK. ..�, "" �� Hi7AL J. THE GENERAL CONTRACTOR SHALL APPLY, PAY FOR, AND PICK UP ALL ARCHITECT APPLICABLE PERGROUP, UNLESS OT'PPLYSE NOTED. BUILDING CODE INFORMATION ZONING CODE �/� N 10. RHL DESIGN GROUP, INC SHALL APPLY AND PAY FOR AND PICK-UP INFORMATION ALL PERMITS WHICH INVOLVE DRAIMNG SUBMITTAL AND PROCESSING: COVER SHEET cv BUILDING, FIRE, AND ENVIRONMENTAL_ HEALTH PERMITS. ZONING: C-G GENERAL_ COMMERCIAL 11. THE GENERAL CONTRACTOR SHALL PROVIDE THE TEXACO ENGINEER AND RETAILER TYPE OF CONSTRUCTION: V-N LUBE BUILDING WITH A CONSTRUCTION SUN SCHEDULE PRIOR G STARTING T14E WORK, SHALL PROVIDE RHL DESIGN GROUP INC SITE S17.E: 40,938 SQ. FT. OR 0.94 ACRE rn A QUALIFIED JOB SUPERINTENDENT THROUGHOUT THE WORK, AND PROVIDE TEXACO S TEXACO STAR LUBE c '- REFINING At MARKETING INC. WITH PHOTOS SHOWING PIPING AND ELECTRICAL � OCCUPANCY CLAS,iIFICATION: S-3 LUBE BUILDING 112W SW BULL MOUNTAIN ROAD O TRENCHES PRIOR TO BACKFILL, AND RECORD DRAWINGS. 18210 S.E. 22nd STREET PERMITTED USE: YES 12. THE GENERAL CONTT:ACTOR SHALL PROVIDE BARRICADES AND SAFETY SIGNS VANCOUVER, WASHINGTON 98683 MIARD, OREGON J PER OSHA REQUIREMENTS, AND PROVIDE TESTING OF THE PETROLEUM SYSTEM (360) 896-3327 BUILDING AREA: 672 SQ. FT. AND CONTROLS (INCLUDING 4 SYSTEMS PETR ITE TEST, AND OF ALL NEW BUILDING SETBACKS: YARDS ABUTTING THIS DOCUMENT AND THE INFORMATION HEREIN RELATING TO TEXACO INC. IS THE PROPERTY OF TEXACO INC. AND HAS BEEN FURNISHED IN CONFIDENCE FOR THE PRIVATE U9E OF TEXACO INC. AND IT'e SUBSIDIARIES AND MODIFIED AIR, WATER, AND ELECTRICAL 'STEMS' CONTACT MIB, KEN MCCRACKEN RESIDENTIAL ZONING: 2U'-0" AND AFFILIATES. NO PART HEREOF SHALL sE COPIED, DUPLICATED, DISTRIBUTED OR MADE AVAILABLE TO 13. THE GENERAL CONTRACTOR IS RESPONSIBLE FOFi OVERALL CONSTRUCTION SITE NO. OF STORIES: 1 OTHERS OR USED TO ANY T HET WHATSOEVER EXCEPT AS EXPREetN,YMD A ISTRI UT IN MRTIN0MADI BY TEXACO INC. TO ANY PERSON, FIRM, C"R CORPORA'nON RECEIVING THIS DOCUMFNTATION, HOWE%w! OBTAINED, SHALL eY VIRTUE CLEANLINESS, INCLUDING PROVISION OF A DEBRIS BOX WITH WEEKLY SERVICING, HEREOF BE DEEMED To HAVE AGREED TO THE FOREGOING RESTrocTroNs AN D THAT THIS LL BE PARKING REQUIRED: 1 VAN ACCESSIBLE HANDICAP SPACE HELD IN TRUST AILD CONFIDENCE ".CCT ONLY TO THE PRIVATE USE EXPREMY AUTHORIZED BY TtxA�COO INC REMOVAL OF ALL CONTRAL'TOR/SUECONTRACTOR REFUSE AND DEBRIS, AND SWEEPING OF THE ENTIRE YARD AREA AT THE COMPLETION 0:" 'THE WORK. BUILDING CODE.: 1994 UBC WITH 11GARD AMENDMENTS 6 PARKING SPACES 0 B 14. UNLESS STATED OTHERWISE IN THE AND IP WORK SUMMARY, ALL OTHER PARKING PROPCSr`D: 1 VAN ACCESSIBLE HINDI T R M O PROCEDURES, TESTING, MATERI;.LS ANG [CIIIPMEN> SHOWN ON 11LE PLANS OWNER/DEVELOPER CAP SPACE IEXA(LM REFINING k MARKETING INC. SHALL BE FURNISHED AND INSTALLED BY THE GENERAL CONTRACTOR. 12 PARKING STALLS N N 15. DPAWI�IGS SHOULD NOT BE SCALED. (N.T.S. INDICATES -NOT '10 SCALE-). THE — LANDSCAPING REQUIRED: SEE LAN)SCAPE PLAN MAWZTM ENateu q / LISTED DIMENSION SHALL GOVERN, UNLESS 0�I�IERWISE NOTED. �j � / T,R.II�I.I. ARCgITMCTURE • ENGINKMG • KMOI�KMAL ssRVIC�s O 16. CONTRACTOR SHALL CLEAN ALL SURFACES OF GRAFFITI k REPAINT IF NECESSARY. N TEX(DOACO NOT PAINT ANY MASONRY SURFACES, UNLESS OTHERWISE INSTRUCTED BY LANDSCAPING PROPOSED: SEE LANDSCAPE PLAN 1137 N. MCDOWELL BLVD. PETALUMA, CA 94984 (707) 765-1560 N TEXACO ENGINEER). 1800 S.W. 1st AVENUE, SUITE 180 c3mm bm jOHN W. JOHNSON, ARCHITECT JAMES H. RAY, CIVIL. ENGINEER � 17 EACH CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF DAMAGE TO THE RhIL WORK OF OTHER TRADES CAUSED BY HIS OPERATIONS. THE NATURE OF SUCH PORTLAND, OR 97201 1HrnAL DATE DATE: �0 3 REPAIR VORK MUST RECEIVE_ THE PRIOR APPROVAL OF THE COMPANY (503) 225--4223 PRELIMINFtEVIEW ARY �� % REPRESENTATIVE. CONTACT MR. TOM FULL O A PLANNING DR. 0',': ' Z STEEL BID �.� BLDG PERMIT IPPR Z ; ,290 SW&111 Mountain 16 of 24 -- –— GENERAL BID RUP 97-0380 Ip.4. PERMIT REV'S RHL_ / 2726.00 CONSTRUCTION SHEET Q� 517 97-007.8 Do not use drawing C � for construction 3 4 S 7 A 1® unless Initialed XREF'S: 2..4X36.7WG 11 '12 16 1a 117 � -•, ..Cry"_ „R - sw. IF THIS NOTi1CF APPEARS CLEARER THAN THE OCT 51998 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED {III Jill;i1111i1i1i;I E;lrl qI�IIIII t{� -111111A)1f1gipp, 1' X11111 11+11111piff 1 INII1111 lIN�NII tlllllill ttrl�tRl CIIIfIH� tttlttrr Ir11�1ltr rrrrlltrr �rirlrnf irrrlrar nr�I+nr nrrli�It tr�rlrrrr trr�tnn rHr r�In� '��Ib � ,�tr�,�e�i iq1 � N. E. 1 /4 SFC. 10, T. 2 S. , R. 1 W. , W.M . LEGEND: 1 A A.C. ASPHALTIC COMMTE CONIFEROUS TREE (SIZE NOTED) - --~ PAINTED LANE STRIPE ' ` " a b a O • r,� ?• W Z W W. O ASPHALTIC CONCRETE ED( � ��` r � ;_ C� W O > I PL PLANTER (r1 i'j' /j BO(0)ING UNE • GIT N tn>- Z_ N DECIDUOUS TREE (SIZE NOTED) SD STORM DRAIN 'V Fip L Uj N TUQ } o L .:LC ' o$ O CATCH BASIN EC ELECTRICAL CONDUIT ® STORM DRAIN MANHOLE GR rn APH{C SCALE /� •� � � z �d� W C.I. CAST IRON PIPE 1 �S' a- Q _ _ ?rs , tidy W E.C.C. EXTRUDED CONCRETE CURB TC TELEPHONE CONDUIT 10 ° a i° �u 40 '0 � "►►C.O. CLEANOUT • EXS11NG IRON PIPE + 2V8 4e r TOP - J. C.C. CONCRLTE CURB FIN. FLR. FINISHED FLOOR ELEVATION + 298 4h i/c TOP OF CURB ( IN FEET ) - +- 1 ,#, 6. �r �� S• I K'C� f C x^ \ C.D. CONCRETE DRIVE 1 inch : 10 H. �'� c FIRE HYDRANT � WATER VALVE w� C.G. CONCRETE GUTTER • GUARD POST ♦-----IQ� YARD I.Iu�iT �� C.P. CONCRETE PIPE I.E. INVERT ELEVATION . r. CONCRETE SURFACE f . MONITOR WELL h,tiv, ��- V�q IN s ,BLDG �� yap r. 09 • Sj URY c'ON T AIN r b -,•'' / ) / 1 90 BULL MQE`UN:05.`Jg �wti 4. �� ' qa 'bo 1 1 v I>b u) 11? FTN• FLR. -"' 9► t yy •r< y� Ce Z u1 / cn RIM 305.05 WATER BEVEL 302.8 �� a`� 0 in L .. a .. • ,Ll ^ FUEL SUPPLY i f� �� ti O o CL_ NN4, LIDS (TYP) ! RIM 303.39 �t ...�.. V) r x �. J WATER LEVEL 302All .7 � yB'�, b � A eb Z x / a ®�' ' p 0 o V x ed 0 `0 � ^�' STORM PUMP STA M.H. 0��``�' �1 1 vti RIM 799.88 0 4!+ W x 0 3" FORCE MAIN DOWN 3.2' Q� 0 Ld 4 CONC. PUMP A.c. �� 1, z d & ISLAND (TtPICAL)\ ' ✓• ,� ��'' �, d LIJ �� rr' ti " O� f` 110 x y �O a° ^ fir` X ` � w IPA 5 f (n tX� p ' x� ^ � � OD CANOPY SUPPORT ? •� 01 COLUMN (TYPICAL) O „ x b 1' ay -�„ �,CB eT "�' RIM 303.15 '�'� 1°:�� ! b x� ,}�� W/ 6" TRAP WATER LEVEL 302.5 J 4'; CB til �� , ti� M 1p t �- x RIM 304.21 �� P e° ��, �► i t Tk `...»..� I.E. N.E. 305.38 �' cP STORM C.O. �� ,, P1. � oo ,t 0�. I.E. S.W. 301.21 RIM 304.26 , � _f ,... �\o Gb x f. a ENST 0.3 < 1 I 2OWNS ► CUB ERV LINE FOUND REBAR AND • yeti X00.1 4"��x,, PR AT PROPERTY ` \ 3ry ►• No 1' �,10 Epsl 02' ' L.S. NO. 671 X%" ca y. 3 IstY t RIM.3 3.32 k�q, k .,Y _ r �'J F PROKR LINE �1 I .Ips �''^A 11 W/ 6 TRAP WOTER LEVEL EL. 302.6 ' Z bry 4" ,ST 4+r..��` "�/1 x Lq PL 115 •5CJ'30 • is- x� � " 9 I Z G TM GR .S 4p 101 7 y,\oi , 5.1 OF ` , CURB IS E A 1NE 1"Z ,p''� 'A "�O-" -,_...�..•• b Y PRS . ER 306 � eti � GR�55 ,,.,".." ,� SITE NOTES THAT��ON OF THE NORTHEAST AS QUARTER OF SECTION 10, TOWNSHIP 2 Z ` x -""""� SOUTH, RANGE 1 WEST, W.M., WASHINGTON COUNTY, OREGON, DESCRIBED AS r1 0 v J x r,,,...�:........._..._..,.._ J07 ••--•....,..,..-....-... �.._.__..__ ZONING: FOUND IRON ROD, BENT OVER x g ,,.-�' ,� CG. GENERAL COMMERCIAL W cii STRAIGHTENED TO POINT AT WHICH ? ` x �,� ^ FOLLOWS- FOUND COMME11CING Ar THE INTERSECTION OF THE SOUTHERLY MARGIN OF S.W c1ULL 0 10 '� x ZONING AGENCY: MOUNTA,V ROAD WITH THE WESTERLY RIGHT-OF-WAY OF S.W. PAaF1C IN O IRON ROD BECOMES PLUMB � CITY OF TIGARD IJj 0.1 N. lk 0.1 E. OF CORNER \, ,T HIGHWAY (STATE HIGHWAY 99- x f." f - COMMUNITY DEVELOPMENT THENCE SOUTH 12*02'17" EAST ALONG SAID RIGHT.-OF-WAY 3.00 FEET TO V) \ ti 13125 S.N. HALL BOULEVARD 3p7 x TIGARD, OR 9 7223 A POINT 33.00 FEET SOUTHERLY OF, WHEN MEASURED PERPENDICULAR T0, THE CENTERLINE OF SAID &W. BULL MOUNTAIN ROAD AND THE TRUE POINT 14)M 503/639-4171 OF BEGINNING; x rrr503/684-7297 FAX e W Q THENCE CONTINUING SOUTH 12^0217 EAST ALONG SAID RIk;♦'!T-Cr-WAY SETBACK: : 40.26 FEET TO THE BEGINNING OF A 105.00 FOOT RADIUC CURYE TO THE Q sl �h� x ^titi CURRENT SETBACK REQUIREMENTS SUBJECT TO SITE PLAN REVIEW. CURRENT RIGHT' < I 0 THENCE SOUTHERLY ALONG SAID CURVE AND RIGHT-OF-WAY 79.24 FEET; OF�EXISTING I1MPROVEMEN� �� IN EFFECT DURING DESIGN/CONSTRUCTION THENCE SOUTH 31'12'12' WEST ALONG SAID RIGHT-OF-WAY 215.00 FEET; THENCE NORTH 5$'47 48 WEST 56.80 FEET; _--- .,„�, � ,,,, ,.. w...",.„,.,,......»,.... -� - M THENCE NORTH f 1'59'30" WEST 230.10 FEET TO A POINT ON A UNE q, * WHICH IS 33.00 FEET SOUTHERLY OF. WHEN MEASURED PERPENDICULAR TO. +. w- THIS ATE APPEARS ON NATIONAL. FLOOD INSURANCE RATE MAP, DATED ,,. � }} 0 THE CL IERLfNE OF SAID S.W. BULL MOtiNTAiN ROAD: 0 F- SEPTEMBER 29, 1969, COMMUNITY PANEL NO. 53033Cr318OD, AND IS THEACX NORTH 78*00'30" EAST ALONG SAID UNE 217.00 FEET M THE F-- • � Z + • UTILITY PROVIDERS: SITUATED IN ZONE "X" AREA DETERMINED TO BE OUTSIDE THE 500 YEAR TRUE PONT OF BEGINNING; .� � - 30a SANITARY SEWER/STORM DRAINAGE FLOOD PLAIN. J U ` CITY OF TIGARD, OREGON BEARINGS: TOGETHER WITH A PERPETUAL NON-EXCLUSIVE EASEMENT FOR INGRESS AND O 13125 S.W. HALL BOULEVARD NATURAL GAS EGRES.% DESCRIBED AS FOLLOWS: `Q LlJ BEARINGS ARE BASED ()N A RECORD OF SURVEY BY ARTHUR L. HlTCHINGS AS � Z TIGARD, OR 97223 NORTHWEST NATURAL GAS Kry4'. RECORDED UNDER WASHINGTON COUNTY FILING N0. 22450. f-- �� O 503/639-4171 220 N.W. 2ND AVEVUE THAT PORTION nF THE NORT14EAST QUAR TER OF SECTION 10, TOWNSHIF, 2 _ H �! +� 503/639-1471 FAX PORTLAND, OR 97209 SOUTH, RANGE 1 WEST, W.M.. WASHINGTON COUNTY, OREGON DESCRIBED AS O cJ � 503/220-2415 VERTICAL DATUM: FOLLOWS: Z I v INDEX NO.: 216 Q 0 > r7 11 �+ WATER 503/273-+4821 FAX ELEVATION: 394.60 Q.. _ °U dti P ..•--" - � CITY OF PGARD, OREGON AGENCY: CITY OF TIGARD COMMENCING AT THE INTERSECTION OF THE SOUTHERLY MARGIN OF S.W. BULL 3� '' WATER DEPARTMENT TELEPHONE MOUNTAIN ROAD AS IT EXISTS 30.00 FEET SOUTHE_MY OF, WF�FN MEASURED DATE: 8/8/88 PERPENDICULAR TO, THE CENTERLINE Of SAID S.W. BULL MOUNTAIN ROAD Q I �'�"^^�•.,,,� 9777 S.W. BURNHAM GTE TELEPHONE OPERATIONS DESCRIPTION: BRASS DISC IN THE IE CURB NORTHEAST CORNER OF THE •� � M 0 O 'D TIGARD, OR 97223 9940 S.W. BURNHAM, ORO.'W546 T WITH THE WESTERLY RIGHT-OF-WAY LINE OF S.W. PACIFIC HIGHWAY STATE O INTERSECTION OF S.W. BULL MOUNTAIN AIN AND S.W. McFARLAND (BOULEVARD. ( ^ � • ci . 503/639-4171 P.O. BOY, 23416 HIGHWAY 99--W); O t- 503/839-1471 FAX TIGARD, INDEX NO.: 22$ � r i„(� OR 972!!1-3416 THENCE SOUTH 78'00 3o JYEST ALONG SAID SOUTHERLY MARGIN OF S.W. ~ 503/639-7731 BULL MOUNTAIN ROAD 217.00 FEET TO THE TRUE POINT OF BEGINNING; r-- ELEVATION: 293.0' � POWER 503/620-9776 FAX THENCE SOUTH 11"39 30 EAST 60.00 FEET; O 0 U ,y PORTLAND GENERAL ELECTRIC AGENCY: CITY OF TIGARD THENCE NORTH 56'59'30" WEST 54.85 FEET T'0 SAID SOUTHERLY MARGIN DATE: 5/3/95 OF S.W. BULL MOUNTAIN ROAD; 14655 S.W. OLD SCHOLLS FERRY ROAD DESCRIPTION: BRASS DISC IN THE CURB ON THF NORTH SIDE OF S.W. THENCE. NORTH 78'00'30" EAST ALONG SAID SOUTHERLY MARGIN 60.00 x o ,_---^" BEAVERTON, OR 9700'7 112TH AVENUE AT THE INTERSECTION WITH FRONTAGE STREET 20 FEET WEST FEET TO T,IE TRUE Po f OF BEGINNING. dawn by cheched by ' 503/590-1351 OF THE END OF CUR®. rn .'-� »- b5 AREA: TITLE REPORT REFERENCE: CLC SAH SITE AS SHOWN CONTAINS 40,938 SQUARE FEET OR 0.94 ACRES, MORE OR LESS THIS SURVEY WAS CONDUCTED AGY:ORr►NG TO T4E: ABOVE DESCRIPTION, scale ate�� FURNISHED BY FIDELITY NATIONAL 1►ILE COMPANY CIF OREGON, COMMITMENT X, \ K SUBSTRUCTURES: NO. 303261, DATED AUGUST 21, 1990. THE EASEMENTS SHOWN OR NOTED "=1 C' (�'3-�7 HEREON RELATE TO THIS COMMITMENT. F_ o BURIED UTILITIES ARE SHOWN AS INDICATED ON RECORDS MAPS FURNISHED W �,�° BY OTHERS AND VERIFIED WHERE POSSIBLE BY FEATURES LOCATED IN THE NOTE: EASEMENTS CREATED OR RESCINDED AFTER THIS DATE ARE NOT SHOWN jiob na FORD7HEWFINASL�LOCATIONME NO 1 OFLITY EXISTIN UTILITIES THE RACY N ARIA THOSE RECORDS.CAL TO OR NOTED HEREON. 97045.00 Q o DESIGN CONTACT THE UTILITY OWNER/AGENCY. J 2 U: \,97045\XSUF.DWG 11290 SW Bull Mountain 17 of 24 .hoot G 1 or 1 RUP 97-0380 SIT 97-0028 IF THIS NOTICE APPEARS CLEARER THAN THE OCT 5 1.68 DOCUMENT,THE DOCUMENT 19 OF MARGINAL.QUALITY. MICROFILMED Il��l�ll 111 li (RI SII I i{lil�l(I�I�t l 1'�I,I{I�t�l�! itl�l�l�l�l�i 1'1f[fli ]J 11111#1 1t�j1, 111111111 111111 : �nl�i#�aiiiPu�i�iii�iui iinlHilt Miilltit(ZN11111f iiild�ii INlfilit iiil�itl tiil�iii!riit+ifillNll�Nf11111EtIt1 il!{IIIIIt11i�Ni1 I►�1i1 It1�!►ii N1�Ii11�►��i#,Ir ,�1��r �i1� .�, ; ._. , '` ,,� �� ►r� ,��i�� I i I t s 4F7 3 Q r40.28�_S12- Dr n` E 7 • G >L n tx 13 14 1516 n t• M I � SITE PLAN AB9REMATIONS MIC) LEGEND ' ` \ (AV\SR\SHEETS\M TEPLAN\SI TELGND M a E . CENTER LINE P.O.C. PONT OF CURVATURE EX�NG R - RADIUS a R.O.W. . RIGHT OF WAY 1► F. .C. . EFACE QUAJ- F CURB SHT' SHEET SIM. . SIMILAR . NEW TYP. . TYPICAL L ---- i EXISTING CON57FUC71ON TO REMAIN 14 NEW CONSTRUCTION EXISTING•O• 15 NEW CONCRETE SLAB TO BF. REMOVED L `O• ryO o•�u • ♦ ® NEW MASONRY / Q Q. • ♦ - ) EXISTING YARD LIGHT C' NO" � NEW YARD LIGHT K I / I g,o• ` ` Y TRASH O• ENCLOSURE TO REMAIN(E) CANOPY ` G 5 10 20 30 40 K TO REMAIN rvm% ♦ S NOTES I (E LANDSCAPING ` CAD\27280\DTlS\SIIENOTE 9970722.115254 TO TO REMAIN (TYP. UNLESS SCALE: NOTED OTHERWISE) AA J 1. THE INFORMATION REGARDING THIS SITE WAS OBTAINED FROM A SURVEY BY ^- BUSH, ROED ! HITCHINGS, DATED 3/97 . THE CONTRACTOR SHALL VERIFY r--� (E) '. CT WATER METER. THE EXISTING SITE CONUITIONS AND VERIFY ALL SITE WORK TO BE DONE BEFORE . � • OF E) 3/4' WATER IT UNE FROM SHALLCOMMENCINGNOTIFY WORK. IN THE EVENT THAT A EBEFORE CONFLICT OCCURS, THE CONTRACTOR I� (N) STAR LUBE BUILDING AHEAD ♦ SHALL NOTIFY THE COMPANY REPRESENTATIVE BEFORE PROCEEDING OF (E) BACKFLOW DEVICES. SEE SHEET • B13 FOR STAR LUBE BACKFLOW DEVICE W17H ANY WORK. I INFORMATION. DETERMINE POINT OF \ (E) DISPENSER, ISLAND CONNECTION IN FIELD. 2. CONTRACTOR RESPONSIBLE FOR HIRING SURVEYOR TO STAKE PROPERTY UNES TS I AND BUILDING LOCATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR THE (�- PROTECTION OF ALL EXISTING SURVEY MONUMENTS OR MARKERS DURING H ' TO REMAIN AND E(TYP SOF 4) `- CONSTRUCTION. II ` ?7S90 3 TO INSURENP GUTTERS RS HALL BE CLEANED ANL WATER TESTED ♦0l. '9 H 4. FIRE EXTINGUISHERS WITH A MINIMUM RATING OF 2-A 2D-B:G SHALL BE PROVIDED SJi O AND LOCATED BY CONTRACTOR SUCH -HAT THEY ARE NOT MORE THAN 75 FEET _ Q73 (E) 6` CAST IRON SANITARY SEWER, ` FROM ANY DISPENSER OR FlLL-PIPE O•ENINGS (U.F.C. 5202.9). CONSULT SEE NOTE #6. DETERMINE POINT OF �\ �' TEXACO REPRESENTATIVE AND FIRE MLIMCIPAUTY REPRESENTATIVE FOR EXACT CONNECTION FROM (N) STAR LUBE LOCATION AND INSTALLATION METHOD. _ — (E) CONCRETE APRON BUILDING IN FIELD. 1-- — — —' — TO REMAIN �. ♦ S. A SOILS REPORT HAS BEEN PREPARED FOR THIS PROJECT. CONSULT THE REPORT l FOR FOUNDATION BEARING REQUIREMENTS AND/OR PAVING DESIGN REWIREMENTS. ---- - -- ` ! ♦ 6. LOCATION AND SIZE OF EXISTING SANITARY SEWER IS SHOWN PER TrY•,Co R3 ` GENERAL ARRANGEMENT PLAN DATED 5/10/89 OINTRACTCR SHALL RECORD VERTICAL AND HORIZONTAL LOCATION OF EJ( _ - - - - _ ISTING SANITARY SEWER NE AND VERIFY ABIUTY TO CONNECT NEW SEWER UNE AT2X MINIMUM SLOPE UAS RST ORDER OF CONSTRUCTION. Q I ----- -�—� (E) ACCESSIBLE RAMP Q I I 70 REMAIN � ` ♦ g ACCESSIBLE PARKING SIGN LLLALLL^ z (E) STAR MMT SEE DETAIL E16 ON SHEET SO2 I TO REMAIN F ,Z g 1000 S0. FT. / ♦ QN I (E; 17'-0` % 20'-0' (E) CAR WASH ACLr STO BE RESTRIPED EE DE PARKING SPACE j TO REMAIN ` Z I SEE DETAILAIL E16 ON SHEET 502 600 S0. FT. F 0 I — EE Y AM w a) O I KE RAIIIIII I I 1 I ® I I ® I (E) FUEL STORAGE TANK REMAINI TO REMAIN (TYP. OF 4) LOCAPER PARKING, U TEXACO I ■ I I I I ® I I ■ I (E) PARKING SPACE < ` v E REPRESENTATIVE TO BE REMOVED 0 1 II I (1 SPACE REQUIRED) I I I I I I I I (TYP. OF 3) - ` --_ aD •I • • M ••.III c I I I I I • • / \ • / \ • J l • J SIJ SEE SHEETSAPING L1 81-0 L4 / — D \ _ \ / \ / THRUp / rn I — — — F b I IL I N _ _ _ ~ 1 9/3 97 REVERELOCATED RSE BUILDING PER CLIEN', REQUEST KJM O n Vo ( EXTEND AND ARECONNE T (E)STATION, MA►il( DA ply AIR AND WATER LINES. ALIGN (N) PARKING SPACE FACE OF COIN BOX WITH FACE C WITH 4' WIDE STRIPING OF CURB SITE PLA � A / � 40'-0• 2 EXSTN6 81!3)ANDW 2 (N) STAR LUBE BUILDING, • RELOCATED VACUUM AND YARD LIGHT, B3 SEE �B` SHEETSPECvivNEUI i0 (E) ORCUIT(S) 1O EXISTING ACCESSIBLE (E) PARKING SPACE (N) CONCRETE ISLAND TO BE R6-9 TED) �L� TO BE REMOVED , 63-M-M C SPACES 6-9 TJ BE 7� < (TYP. OF 4) ONE SHEETDETAILSD23 ✓ ' n S.W. �� MOUNTAIN ROAD DESIGNATED `EMPLOYEE PARKING' 9' 6 K13 V--' I I SR R.2_6` SD2 40I R�2.-6. TIGARD, OREGON ,.I I / TNo 0vuuwT AN0 TNc Mraw,Anw N,L M N¢AnNo ro mucro INc n TNc rwmx v TryACO n.c. i I --ALIGN PARKING AND CU_RBS_(TYP� AND NA• •[W ItM•N��Im M aaNnwN�.r roN TNe rmvAT[ un[ v TexAoo Mo. AND n•• •UOFDIANrt• O O O O O .ND 4TIJ4TeO. NO •MT MO•[OF WILL ! CylmOU.LIpATm. p1T111N1Tm M WO( AVML T(1 ANKH M V TO MY "X1�NT `INA'"w [wQ„t A• I B /////n� IN, OVI.Ot•�Y AVnlpllap M Wtl1M• •Y l[NACO INC. O O O O 1D �� NIY O' •Y,, Al1Y. G CMNd11TNM IKMNNO TIMI• IXIWYWTAnQV. NOM[\11 V•TN16. MNL W NN1V[ B UILDING SE711ACK UNE _— I ` O � Nosv ac o¢um ro NAW Aancn ro n.c racmNo Rcn,NeTaN• .wo THAT T,n• ouawwNT ru •c _ -4-_ /3 N60 IN 11N•T NIO Cb,AOp,(,t •ydCT CYLY 1p nH MVAW V•e Da NARY AUTJOI = •Y TANAOp IMC. TRMI � I I 3 I L_T I (NN NA7LRAL � _— _— • e� �A� I (E) LANDSCAPING SIJ I �Af METER 1 •7 Y TEXACO REFINING t MAMtETMG ORD p TO REMAIN 60' G13 L �I SEf SHEET jj0' B N I 502 I PORTION OF (E)�OURBI 819 INP. ? Li4��f) N — ( IL_ 10 BE REMOVE L , `0• , -� 1137 N. McDOWELL BLVD. PETALUMA. CA 94954 70J 765-1600 N -- _ --- :-_..- - . q I I �i ARC®7'6MM BNGINEERRIG RFMNHNTAL MMC9 TO YARD LIGHT (E) PLANTER CURB /--- - ------- - ---- - _:- ___ �' - _ ' RIC Jt,HN W. JOHNSON, ARCHITECT JAMES H. RAY( GVIL ENGINEER o TO REMAIN OT REMAIN (OTE, UNLESS (N) HIGH LEVEL YARD LIGHT ( Q� O - - --- _. (1YP. OF 7) OTHERWISE NOTED) SEE DETAIL A) TOREMAIN TELEPHONE f tl -L(E I TO BE REMOVED 7 fN LANDSCAPING _ _ ON SHEET S02 (TW, OF 2) H SHEETS lv - 'W NTLAL DAT@ DATE: 10/J/97 m L1 THRU L4 -� (E) AIR/WATERH STATION, VACUUM PRFUMINARY A PLANNING DR. BY: a A �� -' NO YARDLIOHT TU BE RELOCATED STE 230.10' N 11' SSI' 30• w EL RIO Z P SW Bull MauBLDG PERMIT APPR.: S 5nteln IB 0124 giWERAl 80 A — Q SUP 50.0380 W-00 SIT s7-0028 � —� 75'-0' PERMIT REVS RHL / 2726.00 23 1 UILDINr, LOCATION CONSTRUCTION SHEET Do not use tidrawing a R$ for non•tructlan 71 XREFS: 24X36.DWG. 27260FP 7 • 9 /0 11 12 unlo• IrMeol•d SDS to u �° 17 is a OF THIS NOTICE APPEARS CLEARER THAN THE OCT 5 IM DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED S Dnlllimnl I,II�I�illnl luun�luu Irl,lu�Inll ;nnn�Ini)• II � I Illdl � IWrt IW I I I � � � �n1 udnn nnluR RRIRR mthnl nn! IPon adn �Inl n1Ulu RRIm RRbm nnhm nnlnR m111RI ulnll IP111IR 11NI111t 11111111 MINIIRNIII 24X 1 2 a s a 10 n 12 1314 18 M to ri is r CONCRETE SLAB OR PAYING * EXPANSION JOINT WHERE OCCURS PLANTER _ M CONCRETE CURB. MATCH 10 1/8' SQ. EXISTING CURB COLOR WHEN REQ'D TOOLED EDGES 11'0 BULT CIRCLE - b t 15' ROUND t` STUBBING HOLE I m (2) 04 BARS, TOP r 80170M o CONT. DOWEL INTO EXISTING SLOTTED BOLT HOLES = — — — J CURB WHERE OCCURS. L TYPICAL YARD LIGHT NOTE O EXPANSION JOIN iS N0NOTE.7 0 - SIGNS TO BE LOCATED K • 40'-0' O.C. MAX AND 5. CONTROL JOINTS • FACE OF BUILDING • 10'-0' O.C. MAX. 'TOW AWAY ZONE' CIGN 11S•1 F ADA VAN ACCESSIBLE SIGN K K10 YARD LIGHT BASE PLATE CHAMPS No. 0801213 K13 PLANTER CLFIS ti ,,2•.,•-D — _ tit[ I"-t'-O• 1 cns\cEN\02"aTEXK\528axres\0252801c T— TOP OF, SIDEWALK I J — 8101 I/2•.1,_0• J HANDICAP PARKING SON. MTD. On SLOG. SEE 1000 WATT SUPER METAL. HALIDE ALUMINUM FIXTURE DETAIL ABOVE WITH AREFRACTOR AND WELDED ALUM. H ARM PATHTH LT.LT. GREY FINISH. YARD SURFACE _ 1 i SEE THE GENERAL ARRANOMENT PLAN � � H FOR NUMBER AND LOCATIONS OF FIXTURES _ I, p• ----- PLANTER CURB TYP. PROVIDE CHAMFER AT 2 PLANTER CORNER \m• PAINT SMITE 5• ROUND 14'-0• HT. STEEL POLE WITH BASE PLATE AND ANCHOR BOLTS. i CONTRACTOR SHALL PAINT POLE LT. G�Y. — s _ o p G13 PLANTER CURS coRNE R oT COLOR NO. 15090 IN FEDERAL STANDARD o J/C-I' O• ons\GEN\0297EWc\52SOM03\025MO4G 595a. --- TYPICAL 95x. --TYPICAL SYMBOL, 4'-5• F 8• CONIC. SLAB. W/ SO., PAINT WHITE ON FE , SX6 - W.W.M. W1.4xWI.4 STANDARD CLUE REMOVE PAINT AND SECURELY ATTACH COPPER GROUND LUG NTH 3/18. STOVE BOLT INSIDE POLE OVER COMPACTED FILL SLOPE 2X AWAY FROM I OR T POLE BODY R OREINFORCING RNG (DO N07 GROUNDND T TO COVER FASTENERS).— BUILDING. 13• STEEL CURB FORM / F= STRANDED BARE COPPER GROUND WIRE, ATTACH TO LUG AND CLAMP. 1 WITA.0H PAVING IO CONN. PAVING I _4 HANDHOLE WITH COVER-- YATFI EXPANSION JOINT, EQUAL EQUAL (TVP) •�. r,'�: ••Zw., AS OCCURS E B COPPER GROUND CLAMP ATTACHED TO CONDUIT 9''O• 1 8'-0• NTH BASE PLATE I . COVERS,THE OVERSISHALL HAVE 2 PAINTED o \ _ PLAN 1/4'-?'- COATS AS PER 'TEXACO' SPECIFICATIONS. LEVELING NUTS / E • ti 04 CONT. T. k B. �pv�v� 4 F3/4'URNISHED x 30` LONGLE ANCHOR BOLTS TOP OF DRIVE E16 HANDICAP PARK w FURNISHED BY POLE SUPPLIER.—� CONCRETE CURB- AS NOTED u VI II 8. D 13• STEEL CURB FORM, CONTRACTOR SHALL II PAINT LT GREY. II n I 3'-2• MIN. 4' ,:RAVI:I BASE II COMPAC'ED SUB-BASEROATM -- 3/4• RIGID CONDUIT, 12• MIN. II � BELOW FINISHED CRADE. I I C — 013 RAISED CONCRETE WALK 11 • d 1 -1 -qons\cEN\oxslTErK\57AWALXS\0252802019980515.101350 ♦ \ MTW., SITE DETAILS C '�V, ♦ '.0 / \\ \\\�\\/. s - PLANT TWC0 qEp._� °__- ___ __ -= Cil .• " e•. SmPIPE "'m / WIN MXREX TEXACO STAR LUBE a ♦ • A .. \\iii PANT w'°AUC0 II[ � aW. BULL AIN ROAD caNaEa RBNroPaNc „ TKIAM, ORECON ♦' �� fM19fE0 QriaC b — b TXn 000.1•RX N p1n mN�11',11� M11� PNTHp TO TQ'AGV f 10 M P[(ygTl b IN=T4AC6 INy Ma XI.[ ' / MO ATLIAT[8 MO PMT N p�M1ALL •[ ppplm, Y9lIP1lM1f0, d TMNITRp pN y IT~ R11.� MYIY AUMn[m1 M PI! YO V gY[MJnW. .IIW. 011 1MM. XO'K`.VI f/TIM<9, MA1A TK 1 N � 0111a1f M Vt0 TO My bn01T MIATQrq UICdT Y C. AD[ AVAIwW[ Q —p b MpD IM my[T MO COX11pp1 tem ATX[ Id1[OOHO 11[[T1gTON• 41p 1XAT Mn OOdA1p,T �/( B . a4 OOIM011A��O 10 T OOQIYO,T� VI ♦ ��' � O[Olm TO XA•f N �• N \ f TRMI a . CONMTE Too kq—� MARKMM 13+y+mW4 ® e DIA. TEXACO WINING A MA Enw [1G u �� 4 ♦ • , \ ' ►111-r • SNCIN�RING • SM9tONONTAL S�YICB3 '♦ �\ H �ooTT�� b" 1137 N. McDOWELL BLVD, PETALUMA, CA 94954 (707) 785-1880 /j� (SEE SITE PLAN FOR TOTAL JOHN W. JOHNSON, ARCHITECT JAMES H. RAY, CIVIL ENGINEER `\ NUMBER OF GUARD POSTS) 7 pi FSM/ �� C>ATe DATE: 7/23/97 d A z _ \ PREIIMINMY /\� ?CANNING OR. BY:K.L.D. z 11290 SW Bull MOunI[lll 19 o124 --" --'-- \ /\ 1'-8• BLDG DID APPR.: Q SIT 7-00286 A] TYPICAL YARD LJOiT DETAILS GENERAL n a,� SIT 97-0028 -- _,'-G A13 QLIARD POST — PERMIT KEYS RHL 12728,00 1 s a e SD2 XREFS; 24X36.0WG 4 7 e ti „ 3/4•.1 -7 Do1 for not um dronwing SHEET 12 14 unless Initlalad -- - 7e n is '$ IF THIS NOTICE APPEARS CLEARER THAN THE OCC 51996 ITOCUM 'NT'THE DOCUMENT ISOFMARGINALQUALITV. MICROFILDILD SD 1�I�IIII�II111111�Ihlaliiu IIg1;nlLli! ryIII�I�IIIiI I�I�g11gI(1 n►iti►lT11il 11111tIlii'I jl � '` � 24X IIIIIIII IIIIIIIII I!IlII!11 IINEIIh IinilN IlltinN IIIhI ItNINtI. Nllnll IINIIN uirn nnhnl Ituiuu nllhNl 1NMn ndun nhn uTdluL lg9t.'..E'�EROf�ih'TVi1F.1�4�.47:,�,t�wl.��';. ]Bgrr,S'g7rd•.1fi.�V$Qi' 't REFOR i )Lj DIt + OF(Y CPN(:. I3i.i/S7. w r ►� r+ ,••y I 11290 LIOL.i_ MOUNTAIN jj l fff { �•.+ 1.,A !•. `� ,� --- ' 4, . FLR. 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Ai4D P10MG NOTfS 12EGIJt A,'1tONS, `FECtf ICA ftCNSr CODES, AND Z£.UUI!?tF,lk fiJ"i'S OF' THE ST'R';GH i C;rAr)ES E,;yv_L 13L RLI,i11 t? + - CITY (1'' TTGAR , AMERICAN PUBLIC WORKS :AS OCTA-& OR:GG f E >Ih fhJ ALL FINISH GRAr)x E NEIFtYA,TIC;VS AND/OR F1Nl5N t:',t.3'!TCltlit' UNES SH()!Nhl, Uf.JLF_'S"a t j DURING CriteF'f1CTI(r*t C>; /1G^uRCCl;7T i3ASt' � 3 O i1^,E R M!aE NOTED. , rt�i7�i lr iALS Sf I>al_t. aE ce t;A••F'.Y",A.) STI.Nt)ARD PLAWS ANIO S'PECiriCA11ONS, MAIMI'AIWE'.7 K9THiN 2 : CF TNM OPTIMUM %:OISTURE CGi�!fE'NT, IHFIJ I BUIL 041 CODFATE r'LUh1F31P1(; SPFOALTY CGDE AND THE UNIFORM CONTRAII.T R SHALL EEGiNi CMAPAC710N tit' i:At"H LA'tFp AIA."IEDiATELY S U.ARE C.r1ST—IRC)P! � Ei!JliJi►;aC t qOF, ?. ALL C'tlC)POSED ELEVATIONS %40'?Aj ;-!q, NFT�rt TF+F.. EwIATEr<lAl !S �kEA+; AND tJOPI'11t�lUE UNT! t (" �� W_ 19E CC)NSIDr RCL) TO Ur L A G'.'IVS i Y OF `i E•Rr,FflC LOADING GRF,•it_ VyI rms' .1 SURFA!',E EI,EVAT!hfd5 IJRIU 'a" C''IIIEkI°IiSE idC>�•D. Nt?T I.EcS T{,AN 9!5 t7t Al.:,FtTt? T 'tI i C HAS SEEN ';CHI : T7�E C:tiJ}yThAl:rGR, SHALL RAVE APPROPRIATE PEr MiT5 BEFORE' E VED. kt wr COA4MFNCJNG CORK r1N THIS FriOJF�CT. t _ BA1'ILVENT 3`HALL BE MAINiA,INE£ @Y ADEQUAil~ WATLRING OF 1 THE SUPFACF OF TETE AMr( EGATL F3AS, SHAD. Or- 1014IN _0.04 FCVT z �" ti5, DU5 r �; , . 1» ` XI TT�E' SITE CUi•JTINUc;tl r OUFtIiJC; 'l�bfiK!tNlQ titZUp' HN!1 AS PJEFDfp TO ',`0.4:? , (10T C)F p , t ' ct I PLAN' ELEVA110N Af ANY n14 r'C►NT. THS r!NlAal � -� a "5. �!E ENGINEER S/4JD�APPLi"'ABLE AGENCY MIJST AJ'C�ROVE, PRIOR TO PHERE'AFTC-r?. SUF2FAC:I~ SFIALL NOT DEVIATE '>,7 ANY POfNT irfORE POINT. l),0� F r,0 - ONSTr'IJCTi0h,, AN", ALTERd'ITOJV t?R VARIAIIGE t kf];41 THESt' PLANS, F??(/J.( THE HALBOTTOM OF A 12.-FOOT E 'AT ^:TF?AI I OOT 11J i 011U!'MIIG APPROVAL, ANY VARIATIONS FROf.'I THESE PL ARS SI•IAI.L I ALL AR£:n5 OF CU(V ti3FUC110N ARF" TtJ R: ST'tIF'f�Lr) uF' TJP5OI,_. GIT EREA. LAR IN OF �'� 99 DfN�CT1ClV t?td TRE SUF�F7CE t7F' tNE f'A�!Eq AREA. <,r�'E.A,S t1f` __1 r_ t WFISTANTIAL F 000ING SHAT.... FTE r aRRECTED AT THF BE: E`I�OK''`I (<N 'rI-lE CONy1T1UCTInN FIELD PRINTS iS AND TRAN5Jr111 TFQ t COI'JiRACYC?rt S rn r fE EP1Cimr,'ER. 5- CCMNTRACTOR To RE:,"VE ALL UNSUITA131. n ATERik. AS DETERMINED E XPENS£. [} •+..,+1 I BY A,P.Vl A. AND t'.L1 ., INCLUOINI': CIEBRIS t;• EItMIN._4 C� J T?-IE CONiRACTOR SHALL KCE: !v!aT+ RaL., 11HIN FADING , mn F'11_I LIMITS PRIOR To nu. t `' C, n , 13. 71*' DENSITY OF ASPHALTIC CONCRETi: SHALL RE AT LEA;T 90;T CT Ld � ) /' , I d 7`',•�' �' tl..I"� -• AN AP'F'RG1VE') SET ( PlJ(i�S W i1't AI n RICE TNCRRE'r1CA+_ t Ja.XIt,4tJfA lJF.NSiT!, Apt ntrlt:;n�iNED 1N ,• ! ry A+PPRC.V"C! REV1.110N5 t1W THE t'NOJt~Gr ° P,ACEMFN11', BENCH NEW lll-] tYi7eTFF?RAi, tNT'tD FY.IwTING Ct�':N�','In ..�.. o � 'c U,.F(1RP.4nhl,1C 4Yt7Fj MnDiFiEI.) A•,aNT'rJ 7--.;,Q�i, �'''� r I TPI_ CONTRACTOR SHAI.l.. PROTLCT AND MAINTAIN r;,;L lit r'� E REMOVAL OF UNSUiTA%E; MATERIA!. S' ki.i_ f3'" DOME IIN _ UTILIo S ON Vt!S SITE. ANY r,AMACE' •Fq FXISTIh CO�iSUL7:IT10hd +Milli 1<'i!~ SOiLS FJ r 1y. Asftigl;lt; t;,t r� x_'!71" C1pY �;, g• �j !� IU.ITTE:S, .I' GJNFE,'4. .1N:;UtT. d('RE'tE , ;AVEMFIII' . �A ! �r', t,. •: ' • - _... - /r:/� ^. _��,'_'. ' ,� ii4 '. -........ T,"'U4Yh .. ti.�L•T' _._ ° t r • � t7aF'1r�7 WHETHER SHO)*) OR NOT Hirt il•11S iDRA WNG S SHALL' !�E C�lSP6C• ,-. r . , . 1ULF MATERIAL + IH GH C. NOT AdEI� S:IHSTANITtAI. t wr E f+�� .k tA!_L �tE SUCH FAA C() OF AS _ k SOILS t:NC`iNF c rt iF Q y9P}..1,4N C TION, AND ARE DEEMED REP,AIRE0,47EPLr?CED AT THE .OrI1TiAt`7(?,� t E.NNpPJ.�;E. MATERIAL 1.• REM,)VFD j�-p,,f,� r4 � EER �Uf�EMNN to iFOk C�S;c'A cyti •. T•IE _NGIN E NOT S JITA5LE , t3f? USE, Ydlt_L BE RC JECT1t.1Z 81' r } 51TC: it .FtAU. BE PONE: ,1T A1•I ijiE:JF(:TE73 f;A71�RIAL SWu..L E3E: Rf:•4O4D. I•!0 FAYiAklVT WILL rw I{ IN FEET a THi;:' CONTF',ACTOR i SOLE -Xc°C � 1-� l' Inch r� 1U f!, S. THE GC.i�fTFiA(;(trrr SHALL HA11F AI.L Ek'!S'�INlt> Ufl!:TIEa ;.00AT(i/ "�!Ai:tE. FOR 'T11E k?EJECTEt3 MATERIAL tai3 FVK F;E1RnVA,1-. (k Tlir BE z .l`�Il� �� TAi.. TF?nt: r ''+ '::) PRIOR T'C) S7P•fT'{1N(} ANY NK1ltiK. 7. THE Gt)IvCR.4(;TCtR ",!tALI. U Fk.�ECTEA it tr 17,'l f "1 ' TM TIUZ .iUITAfsI E .,tJ fiR I' . L.. ---, t9� AU. MATERIAL AS 9!'T"T i _r C�C.1T::t Iit�Fl i R'r A., .W.A. AND I,r.?t.C, FIR AL I. I-lt.l:?, ALL kTLL:s .ziiVG,_D LID :7 IN t: NSTRUCT10,V AREAS ARE: 'rt) BE P;,',CED IN 1 i L a � U I THE: EXi��'.�TEIJSE AND At'FrtDXf1A(ATE I_GCA"i1Ot�! OF KNC)4'tiN L'NGF-1t?f'!t7UP!f� FC)9 t' L1fi7�, THE �•• S" G0h7TRACTCµ' ,HALT. C =y �.. �I't I i OR fRUCTURES SHOWN (IN THESE ORAY+iNC-s 1R;1:RE ' .OA,PACT c:/;r,14 Urf TO A CtNSITY NnT i._�'SS DRAIN IS, V THAT 9br� W i,A,l.T,D T-lao. rOMPACT sugG t RIA t?R7�,lf.S DETERMINED t31' A Sl:gFtCli CF �, A1l.ARLE F'UOLIC RtCfi)RD$. THS ROD': TG r. LtiJF ONE U-01-1 FOOT UE'tONt) Foot- O PA�VINC, (;VR13S, .igEYIALKS, AND SII-!._WALK • UCATIrd�t; AND r)Ef�yHS or RiFSF_ U-01-1TiEa .4nE F�tCt�I Tf+t' 7° r � r � �^ PE'CORDS AND ARE SHO? TJ FOR THE (NVVENiENCk� CI: THE GUVTRAICTON. fJ0 RfSrONSIAtt-tTY IS A4,.t P " _�` :, � [:XTT'N at. y,,. ,r s't GREEN iVND L IP TAP 51:.�LL L"+F =LACt:D ON TOP Or ALL -STG�Ft(:I DRAIN r r1 d"" .•--1 2J�4tD 43Y EITHER 11if» ON"•1EF' OR THE r LFNF;; P,f30 IATF.:RALS, t,:• s':.NUvr R Fog '-IC,1,IP,ACY OR COMPLETENESS, t1.�.a � re 7 .. 1'iL ISLA QED N BUILDING PIC AC<lniti; SHAT.!.. nt_ CpMPACTT�f) TQ c� M !.. t I Nf)T LESS -il4A.N 95'w OF .kkSI4.rj •f•-160. %SLI.. STORM DRAIN CONNECTIONS ARE TO BE VIYE4 l.ttiti_F.:S5 f�T�iERYVis'iF. "- j,•�� z C,' R HAL. NOTJF : Atl I;;CI, r ANlE. j` r . 1,IF CRr AGTCIR 5� NC'TEi?. r c, I IINDFRf RULINi1 FA;t;iL{Ttrr,, N ' " ANO A17ERCirf t'^i�; t:' '�L.Pr < r _.!- �9i__.p 1 '�M i ��AI�;;'. I r , `� i -►HE PROJF'%T AREA 4f3 1•!C?Ufi:5 F+,__ . 7 TRACr0j,, TO N.t'4l SUFFICIENT I�►l imnFR 0COMPACTION �,+• COMMTENCING GONSTRI,1Glt:!td b`A GALJ t4IG " �•:_ .,;,, TESTS � t.,t.. t?'JF (" !_ ' PrRr* RWCU TO Mr'"1 THE: CITY (9 T1CAl� r Z. STORM. CRAIN PIPE %TALI. BE: A t AT 33 ,._ , ° D REQUIREMENTa AT THL , C�1 Q) ^ _._.,,�i�_._..__ �� AND rA1.!, OTHER APPLICrA13Ll~ AGIENUES, iNCLUDINC THE C'TY c.yR.F'Ft EATENSF, 1T:gr;; r' � A. P�^ GY.LiFQR. iidJs TO A.S,.:Ivi. ►?_3u3r1 SI?I? �5 O'3 A•S.r,M• �`` 5 -IALL OF T ERFORMED SY A QUALJFIFT) (�e9 4171 FOR WATER Af!;J Sw TE SY1NO AGENCY ,%f!(1 I+�iT'I1=M 49ESlILTS S1�At1. Bk: PROVIC,;i� TO THE v7 � WEFt), ,- , Ct•d). APJ R[>I'Nf,aTE AGENCY. H04-lra� (:QP.9!''ACIiG;EJ REGNJIFt b1ET:1"s "It,►T' DF: tT Wm ill im imop r(>I��ETytYf.rNE' r0t,iF'ORMJNG 10 AASHiTO M... or C'� TOR SHALT_ 9[: RESPONSIBLE: FOR r,'0QR0II`lATiNC 7NJ' MET, COI'1TF!,ACTnl7 SHALL P!F-C0frqPs,G1° TT-If, TILL AN13 PAY ALL D_2412. Q• 7r✓IL" CC TION ; ADCtIT1ONq. I'ES7MJr GC)BT�, •L Ld " cacy) rELllcATtt`IN CF 9uF,iCl) A�.wr► C)Yrf?HEAU UT!(_fT1FSr As NC:rr.SyARY• E-- 4 4•. l:.ahlCF;s�T1c' GNLI F'VP t'lni Sl"'tL.i_ BE tAlf.' VATH; RUE(TER RING JOINTS. `�• , 1 ^t" +I - '+ •" ,► -�,-� t(). 1HE CCNTRACTUF; SH/�J_L 17SIr TFIF 5171' A�FJn VT:f2fCY ALL EXISTING iD. THF PAViNG C'(),'JTRACTOR SNfAU. f1F RFSF'OfidS119f..E" t` "+ I ALL STC}TM t.IPlF'`:" Si-ALL RE GAS1<r _: 1 � Y' - vim• t [ TF t AND iYA:kR'Itp m ` '� .=', F C�;'r�;!•1 `3AS{I+t; CLkANOUTS, VAI:,:i•'fi r:T:,, Ca, ,�U.U�,nNK: ALL , 'NT. � tr • CONDI hD ELFVArICIi!S TO I11S OR PER '3A7I-,;•rACTioN. , ° THAT ARL AFFECTF'L BY e h Gt�t'•.STRLtc'rt(�N /,PdI1/tTR FILL `f� FiMIfiM GRACIE" SIORM DI7aMd INLET a MI'N!1�li,A Cott C1h! STOP?f f LiNcs !N 36 INCHES FROM THE TL)rj OF 91,. AidY t;CIHSTRUCTTON 013SCRVATIO14 81'' TME' CI-M COUNT f OR THE S11iUOTl1RES 31iA11 k. 8E AQ,IUSICr. ."3t1 1'friil:k FLOWS {�!_ THE 1-'!PE 1c? i INISfi GRADE. BAC'iFli f p,� tNGiN!F•ER, ,NAt t SUCII:NE t'JITFIGUT PC)PJW►J(a MttA'ri•:R. WS t It1 THE L�ENJSITY OF W5�' IN PAYELI R f t'TI •1U5T BE (:t�t�,I_1t.TED TO Al �^• _... l NOT, IN, ANY WAY, Rrcl.lf'VE TNF CC)N+Ti ACTt c FROM R STRU TUt,AL FILL ARrN r,a, • u'x'csizsr TION TO PERrOPIA THE YORK N STOIC) COAjF'�UAMCC �,'i pj CGMPAC.M.Iq iNi UNPAVr_0, Nt?NJ-81TRUCrTLI MltllMU!u+ brown �; thanked b r- ANY U>9L.lIGF, r , rH+E " -PUCARt CODES AND AGF,,4GY REQUIREMENTS, CGIF'AGTJfirl IS TO 8k I�tf7 r,ASIlTO T-'t L F!Lt,. ,♦REAM° !t, ':)CI`I�. Y y' t"IPE OLIT' !;'OR 12'r OR '18" PIMP, ,�uFl R(1C �+ c� SALEM TYPE r4• (*) a;_°.1JCV! R-),.,,'1P'! ?�At E:, t; } date CL• .. SItM`J'.Cr,fa,"!f>. 1'�v:'"." "�:�!t''1AR:�. • '�7t1lR V •tdRR��e1Nft!�9Re3( ^- tt;ma .-: . _ job no t . '' t:t/() ;,_.r)'i '.r X•. PI 11290SW Hll Mountain tainz s.r , il(M?4TB:rffi u!.$91b1CLAYfS�W dl f,: r� _ � 70 4 ra CdSUP 97- O �saum ° 8• ? 'S:u"2'71'M.tl!6'*^'C7niC:7,•ZsSAP.:!"1J,�C•Si1'ir9d";'? 39r."�'.tinf/,f':.:.'^Agl'.'4l!5S3L',1�:":tt"JDC SIT 97-0028 1'1 '�'�^.�4ui';tc:,?u.�•��,�'xrta3t-�ur':�: ,T,,."•i,�-..,o>• r ,.t !_, N �'+ara�•r.tt rts?x.r:sa:�rttrt'e.,s*u:;,w;l'u�i�ea»'gkm;�e!;�. 1 �t xWat"tinft;iaPrr.�k�rw^st.�*t .�g�s, eh�at F Al4C'F'c:it31{5�4:!mtltllC. brn•�rFWw" F THIS NOTICE.APPEARS CLEARER THAN THE OCT � '�9g iX)CUMFN'T,THF, DOCUMENT IS OF MARGINAL QUALITY. I�iII�I I) I�Illli�lJili IIIIIIIIIIiII I I'�IIIII tllll I i I f I I i MICROFILMED I w a+ I I I I I 1 rl fi( 1iTj1�i i i�I I i I l i l l l i !lIIIIlI IIIIIIIII IIli�liiiIIIIIIINI 1lillllii 1N11111►Illtlftl! uiilhli iulltiu Illi�llli iliililN itftiUii iil!ilitil liilh IIIJ - i IUIINI illlllFl► Illi�lill IIII�Ii1lNlil�tiil g1�i111 NIHII IHiNii iit{�i, ms>m' nih i1i�i1<ai nihi�r i�iibm iiilFFn Il,il► a I r • � } r yJA -" � _ ^� �^� '�',.. y t r/•f 1. � j r P �ANT LEGEND (EXISTING PLANTS) ..L �•+,iI � 1� t 1 1 F \DIV\LAND\LEGENDS\0295LOIG All- ' _ - SYMBOL MA HEIGHT BOTANICAL r COMMON ��,...'S,f,,.- •'+ i 1, I �Wr.fr ,` < �f ,...'r..".r.J'" `-_+.,_..,r ; '� �, rl,�r I It i 'Jr•! ' ^i�ynT C NAME DE`�CRIP TI MR 1 (•-•- r r' - - 1 NAME teJ- ll 11 fpr J 'I - /I t F ,/f r. r ,J, 'f I..�r-t -�y,t I ' S "' • i 7(t �\ } f/f TREES 1 /� y._.. jJrl 11 11 fff �r as� a` F/lid +4 1 J �r'' I y 1} J "},yi . �-' i rfj i ' i h i ' r/i f ! i 5 'i}', ' _ T-1 50' ABiES CONCOLOR LARGE DEN f ,r ' ,, I j I ,r -; ' •t, WHITE FIR $E, EEN CONIFER ! I I 1 �f. 1 'i �� , � ' 'frr j� r: f;•r' .._. ' ,� '1 � r/ r � I r'',f4 I + ';'�'`v` �'�.;i�a' EVERGR - I 1 ) PUSSY L S'iEMMED, SHRUBBY 20' SALIX DISCOLOR MULTI-STEMMED, S TR + '•, i r ¢- ,' � J ��r �' .� i/ l-1 �`•,� fl t,i 1Lily- WILLOW DUOU EE / �`y`ti --I �, J 5; �`'' 50' STYRACiFLUA SWE..T LARGE, DECIDUOUS, f f /;r T-3 LIQUIDAMBER c �`..� GUVA BROADLEAF,DLEAF, CANOPY TREE T. d-• 1 '1 f J 1 1� I//r �% %�' `•\, �'r I ,`A! ` 'i► 1 I i NORTH r a,�.711'IJ ! I 'Alit � I 1�/ rf % r � ti r�5y i � f\ � t� , 3 LAVENDULA ANGUSTIFOLIA LAVENDER LOW FLOWERING EVER- ; ' ! ,/ % \ l! , i''-IN GREEN ACCENT SHRUB 2'— VIBURNUM DAVIUII DAVID'S LOW SPREADING GR N I I J /i: --..►' f' ', VIBURNUM MOUND, EC EVERGRLEN S-3 6' PRUNUS ENGLI L. OTTO LUYKEN' SH DENSE, EVERGREEN HEDGE EXISTING LANnSCAPE / � ;',-,Iti---.�`•' , � ,..�^ , 11 t`r .k 5'`6' SCREEN �' '•. VIBURNUM _ EN p S-4 G' FIERIS 'FOREST FLAME' FOREST LARGE, EVERGREEN, 5 10 2p p J � FLAME FLOWERING SCREEN 40 Ip GC-, 8' EUONYMtJS F. C WINTER / I OLORATA' LOW, SPREADING, CREEPER E iERGREEN MAT } 1 I , ye --- ____ _ , C a 1 �, -'xSCALE: 1 10 a—p,t PLANT LEGEND (PRC�PUSED( � — PLANTS) F:\DIV\LAND\LEGENDS\0295L01G .r SYMBOL SIVE QTY_ MATURE BIOTA!41CAL NAME COMMON HEICII T NAYS o ` y TREES J /.'. `a,LJ-S. I 11` t r� ^I I I • � \..._....-._-,.__' .,,. •6 �'-..-,.. I \t� J�` .lr,_.-'7 r �� ! I x�, S •fir, T- 15 GAL, 2 50' ABIES CONCOLOR �. „ WHITE FIR 1 EXISTING LANDSCAPE 11tEE5 I TO REMAINr�-} r /'• I. r r + 'J 4 S"1 5 GAL, 10 3' LAVENDULA ANGUSTIFOLIA LAVENDER Y I I +• 5 2 5 GAL. 17 2' VIBURNUM DAVIDII DAV;D'S I } 1 O -•_ ` `,r _ -y"� r' i I � ,,�{ -:� S-3 5 GAL. 14--r5' _ VIBURNUM H 5' PRUNUS L. '07TO LU'iKEN' ENGLISH NGLI i GROUNDCOVERS GC-1 'A 2" EUONYMUS F• 'COLORATA WINTER 2.6.. OC 214 S.F. ; , r __._._._....__._._,".-.—•_...:=:7__"..___._ r ��`-•�;,y r/ '`KEEPER GENERAL NOTES I -� \ \ \L ND\NOTES 02 ',� ., ,,.•• �_ F: DIV 0 r �ti REFER TO SHEET L3 FOR DETAILS, L4 FOR SPECIFICATIONS, ��`it `�•.. rl � -^ 2 NEW PLANTING AREAS SHALL BE MULCHED wiTH WESTERN FiR BARK, 3J4" MINUS f I I f, `�-�� `' fk I'1 rl�w-4 OR APPROVED EQUAL, TO A MIN, DEPTH OF 2". F I I /,•':' +,.'` Iii J r`rjy ff �``/ \ ' ', `� 3. F'EMOVE SUCKERS AND LIMBS BELOW 8' FROM EXISTING TR ..r.. :. �I —�_. ,I+"\ `•�; �F, r '1 '§ OWNER. EES AS DIRECTrD B� * .. � � "'� 4 SOIL IN NEW PLANTER SHALL BE EXCAVATED TO A DEPTH OF 12", DISCARDED, F-Iiii ('�f,'/ !!j I i� �'J '�� `:,•�' '' ; REPLACED WITH CLEAN, WEED-FREE, FRIABLE, SANDY LOAM, AND AMENDED PER ,I ,: { _.._. I \tib, �: +,+ ' , % � C ONS.it E 'Irl ( SP�arIFi ATI I 0 � t LOT SURFACE R S F Ile r `� ATI i I Q �,-..,,1+, 'mow, __.'--^•-•-^.--._.-..---. .._.. ._._s='_"..._•.y.! _ , 1 ' 1 ' "�• 1 f t !;J ; �,� 11J �\ TOTAL Si TE AREA: � -�- • \ ��` I •:`. 7 '.'+ \ h .' _ ¢' •\ TOTAL P AN R A 40,940 S.F. �. h ' '� I \; t SURFACE 4 1 807 I !� N � I �,_'"'^j��; 'rl��a y ' ! j ! I I G'!9 I ( `'� '\'�a �,"�' ,�• f'�' ' °'`•ti•. 'th'',t .1 �+.-� '� f r'f'�. \ 1�� f r r ''( 'S t,(y I i �,` '"+....7,i+��', I I I I I `+�'�'d' '•1'+�M�'} I i j �� ,+ \ � ey f, ^r., y '�,, ''\`t,,41• I` �,1 ' _- ', iI I i I I I j I j '� `�"� ` �`'••,` ;+'r'ai \"•L rl ;+ '+ � 'rI •�� `'' ,•\ f` 7 ',y rt_'. � -,1�'Y'' '' I W�' ( i u-�,1 I r'.� I I r7u i f \ �` rf✓`f •. .f. •. , '�"' y, t \. ,t 11 Y I I `d 'W "•" r%`` \ -r r ,r�i + !/ ` '1,`• ✓ , :RT'•• •'•4ti.. !� r ��,.-+..H,h.t, t'' '♦ p �I �f��•A /,�.rl+,"..R,;;' F I � I I � ! i I ,.:.� + f r' �. � ,/` 1. r, 1 II.' "�,.,., ,l�• `/' � ( �,�' ;.;{_,, y..�•I�'+',i.._ I �+ �4\ ', ,��.__J '`\'`• ,�+, I � 11 I i I D ` - ,'�'+�t ,�L''•, ''^—� � � � ___ I ; , I I I \,•��...�I''{:..i.�'Ir^IA�,1 � � I )(�,' � `'1. � �� +y_ `', 5�`r " t l,r•-�� i �, �i�"--__�_ ._......�' _ _ .__l^a " � ' f�F� I i � ( I + I I V;,"��4r'i 1 .,y�,"'"'��al'�; + I ?,}/• �''•,`\ I " S-2 (7) �- h i /r L.r T5•..ri • I �,• r" t � II i v�!I S-1 (4) EXISTING LANDSCAPE -- L i L / i' _... �I _ , MAIN � + 7, r x". [n }f '� + + (BY GENERA R CONTRACTOR) — �. �� x J ` r r MARK DATiE C i ~i -Ile I! PLANTER CURB TO ^*•, + I l : i +� ,r.,�,� r F�1/IBtlCI+18 NVr'11A1_ Ji' BE REMOVED I f , l„� , J I (BY GENERAL CONTRACTOR) (�I �f syr LANDSCAPE $_, ANTING PLAN .�- -- PROPOSED /------ T-1 ( * ' ! J; 1� d r II EXISTING LANDSCAPE "STAR-LUBE” BUILDING ) TO REMAIN C7_ z :J 41 63-183-215 s -4 (10> - W`,_ 11230 S.W. BULL MOUNTAIN ROAD ,4 RD OREGON i 1 ( > 1 } I I rr; THIS DOCUMENT AND THE INFORMATION HEREIN RELATING TO TEXACO INC. IS THE PROPERTY (SF YExACO INC. _ ` f 1 ED IN CO(Frtl CE FOR TII rf i E PRIVATE cSE OF TExACO INC. AND IT'S SUBSIDIARIES TES. NO PART HEREOF LL BE COPIED, ` / I 1\ ;, 5;4 5,, 5�, rr, AND HAS AEEN FURNISH DUPLICATED, 1 ' 'r( 1 I I '1\, +� +'ti + ✓'r' if OTHERS OR U5ED T ANY EN 013TRIBUTED OR MA B I ( � �5 '+l; ! ! J/ 1 rr AND AFFILIATES,-I I �.. I '• i 1 %�� ;' + � t J' SHA y; 5§ 1� 5, I' 9E D_EME MQNTATION, WO INC, \ T ti ttl fr', ;j /r' O Ex TENT wHAriOEyER LZCCPT Ag EXPRESSLY Al--' OE AVAILABLE TO +/'/ ✓/ .r, 1rr HEREOF c WrVER OBTAINED, SMALL V Vt 5 + I 1 + ri/ ( ;J % tJ ANY PERSON, FIRM, OR CORPORATION RECEtSnNG THIS DOS rHoRtZEO IN WRITING eY tl ,rf HELD IN TRUST AN t` �{r I } ✓• ;!; �•5 � ,r ,/' D T�'+ HAVE AGREED TO THE rOCE601NG i•iESTRIC TION�D THAT THIS DOCUMENRT *ALL BE D CONFIDEWCE SUBJECT J f f / ONLY TO THE PRIVA EXPIRES AUTHORIZED jrrJ TEXACO, I N C� USE Ex o c. R CO REFINING fV ! 1 .?._� J]'`fI_ '��'' y ,;; '. � Iy`"J�r/y��''•-I� I 1, I TExd MARKETING INC ' , 1 1 _.._.-,.. ', 5+ ' ,) G Ac (V +' !, .... rI 1 +'•, l ++, Ir I} GC1Jr \,Y� �,4 ! r t �',- f: ' f t R I Jf /,r _.r^'ii rr� t,,' ARK No / I ', _,r` �._.I_:ly- `/" -'r+•:;, _;"�`"};_ ,..,,,r_ ....._,. ... .,,*'r.71..,..a.,'.•• ��="".--_.. __—....•_„_ -�. 'ti ,J ,.-..' t/' :•5 ,ter - _.. ir/ I'�fl1�GT■n�E�� { � rr 5`r r ,� 5` / S /' I 'l c� ,,,'�'_”' \ h1�' 1 ....1, r,7 T ir�`� J� M 1 i I �'" I ""r f' _.,., �, a li...�..�1I'!,I„l,' I /� t 1' tr<,r/ r .}' 'r'' AR� +,. r 1 r I ,�' ,. ___ . 1 / ,r i t '.r_r TtR = r;• - —a.._.. _.: . _ rrr,. HiTECTURE • ENGINE '_.__ I - �. fi _, I I a I ; rl•I_ _ ; ' ENVIRON _�' � �l I .:� �-r ,:.--� •,. �, ---,, 't I, -. >� a,,r I �4,..1•--�, .,J.. ;r'; ', ::-�'-:�• _ _ ., ENVIRONMENTAL SERVICES d1 I• C.� �• p I ....� 1 I �, I ��,._ l.f._? - I �� 113r N. MCDOWEL � ,.,,�. - F _ EKING ' ,r•1 1 r u r ,_,., P''I; !.'... ( r ./ , '•.. t ^. "`. r: r I, .rP ha'I 4 1, �', ..t:."_'_' 'r{._. _.. 1 ,�•, `� r , 1 I I Y-` ,f ! 1 ` . Fa.,f JI.•... „I-I, r i / \ ! " "__ T -, .:.x -T .;_�,-,• , L BLVD. PETALUMA, CA 94954 '7 .- I ,� + r ,ti r .. t . ', ,� ':✓ a , ) L * 1 I r 1 t I' f _ �,r' i`� I y .. r.. -� 1 O0[1R INS J - 07 765-i li i , r• ti ;` y_.�_ �a �p�� OHN SON, AR HITS ) 660 �r I�1 �� L' W. JOHN A '� „.*F I Jr �I 1 I S / -�.... d, JAM H, RAY, CIVIL ENGINEER p 19 r • 1 + Y .w ..... _ _ -':h...sr_.__ ..."ti iL.__+_, 1_I ,r + ;. \ ;,J t J J Jr ', 1 '' M 1 :•( a +, * aµ , r r,/ 4r 1_, I ( I Z —h" �- r ! r9r. ..rs .. _ —S 1• J . S f ;. ,, S. ,+I I y lr l r1 I I x r' I r I ` u, F r J I -§- •F�f"° ... -Y I.._L:a , 7 ;, , I, I 5 'i j '1 I I ` J1 r r' 1 1 r 1 I 15 �,' `,i 5 I I , r' I 1, rrl l t r I ' 1 u 5�r ,/ ■�r'1L "1 �r I N4NTIAL [7A DATL: r - r , ,i �.r 1, DATE 22JAN r I r '�'�`°” "...`.,... .._. ' .. �" • 11 .w (1 1 1 ( r � I r';' ,, ', i .i( I i 1, ..._. r'd" SFJ PRE 7 Z 1 .S__ PRELIMINARY S'•�.,,y PLANNINGDR EI Y: 1 5 ti 1 ' Q 'S,r. ti•.,rr ,'.,�.-�, * '�, � .. . � `, _.., ' i .-r...l ,,� 7 �.} �• �� STEEL � �. — ^. � O BLDG PERMIT L �, AFFR GENERAL BiD E .REFS!£+ F '\� F§11\�J f�Ii'+ :J 7,r'F � �I � S I `� u• �� , PERMIT PrYc HL ,/ 2726.00 ._ R _ M`, CC:IISTRUCTI0N SHEET 11290 SVi Bull Mountain 21 0114 7 s 0 Co not use drawing - -- 1 for construction — SUP 97-0380 1� -- SIT 97-0028 - 13 unle3s initialed L1 145 17 1s IF THIS NOTICE AF WARS CLEARER THAN THE DOCUMENT,THE DOCUI DENTIS OF MARCINAI,QUALITV. OCA' :� 1998 MICROFILMED �jl�lll�IIEI��I��a� Illilil I' lllili Iilif�1111i�T . - i ili ' t �� I I �I�I�IIi 1111iJitt�� I - �1 (N�Itil IIII�IIII IIlI�IIii Ilil�llll itrlltMl llillflll rtlllllll 1lti'itit lHI�NU itlt�tlti 11tt�ttlt t I ti1�tlN itlI�INI tIt!'tlll Ut,�t►fl tlll�llpbill�ilil Illl�lltlltitl{Rt� 111�I1ii ilirtMti iNiNli Il�il IiI��t4 tlrn iii rrrl�� ttltni�n�l1t��milt � i KEY NOTES IRRIGATION LEGEND I I I NO7 F;\DIV\LAND 1' 0281NO2G I \ \ F:\DIV\LAND\LEGENDS\0281LUIG I I 1 `6- Sw60L MANUF MODEL NO. DEscm nON REMARKS DET/& / SItE WORK91T. L-3 2.1 REPLACE EXISTING CONTROLLER. NEW CONTROLLER TO BE WALL MOUNTED D RAINBIRD 1806-100 POP-UP SPRAY r JSH WITH p13 AS CLOSE TO DOOR AS POSSI6LE WITHOUT SPLICING EXISTING CONTROL WIRES SPRINKLER GRADE ❑ , "�.-+.. 2.2 LOCATE EXISTING IRRIGATION MAINLINE, PRESSURE TEST AND TIE IN IMTH POP-UP SPRAY FLUSH NTH i✓ NEW SCH 40 P.V.C. MAIN fJ rAINB,RO 1806-1OH SPRINKLER GRADE 013 L I ! /5 2.3 EXISTING, FREE LEAD AND COMMON WIRES (FOUND IN EXISTING VALVE BOX) TO BE SPLICED WITH PEN-TITS WATERPROOF WIRE CONNECTORS AND PUP-UP SPRAY FLUSH WITH EXTENDED TO NEW VALVE LOCATION RAINBIRD I 1806-1070 SPRINKLER GRADE DX3 '2 4 INSPECT EXISTING IRRIGATION SYSTEMS. ADJUST NOZZLES, REPAIR AND REPLACE I ✓/ ,� EQUIPMENT AS NECESSARY TO RESTORE OPTIMUM PERFORMANCE. POP-UP SPRAY FLUSH WITH RAINBIRD 1806-10F' SPRINKLER GRADE DX3 ✓' ✓'' POP--UP SPRAY FLUSH w t•H ✓ : / -w] RAINBIRD 1806-10VAN -- D13 SPRINKLER GRADE + i r41{ ✓� \' r� RAINBIRD 1806-15EST POP-UP SPRAY FLUSH WITH D13 SPRINKLER GRADE K RAINBIRD 1806-15SST POAY FLUSH GR ETH D13 SPRINKLER K �* P O.C. POINT OF CONNECTIONI I± ( • TO (E) MAINLINE 1 WATTS GV SERIES UNE SIZE IN VALVE ~ �' 3RONZE GATE VALVE BOX K16 SACKF J I I EXISPRE`JENTCR LbW 0 5 10 20 30 '40 r - QUICK COUPLER VALVE ! I C �� CHAMPION 2PQCV- W/ LOCKING COVER k FLUSH. WITH K13 .J 075VL 2 KEYS, 2 SWIVEL GRADE HOSE ELLS ;ApIN 1N0!VIDUAL FAINBiRD PES-100 REMOTE CONTROL VALVE G16 r VALVE BOX SCALE: 1"=i0'-0" IRRI-TROL MC--6-PLUS AUTOMATIC CONTROLLER WALL MOUNI G13 F I I 1 �;`� VALVE/STATION NUMBER MINIMUM GPM REQUIRED \�* O MINIMUM VALVE SIZE 2 4 \� , `',� SYMBOL DESCRIPTION REMARKS a I / w _.__- - ! ' I �•. �� :.� mom Mees 1 1/4- P.V.C. SCHEWLE 40 MAINLINE 18' COVERAGE P V C SCHEDULE 40 SLEEVE, 18' COVERAGE `� \� \, BY GENERAL CONTRACTOR P.V.0 CLASS 200 LATERAL, S17E AS NOTED 3/4" EXCEPT %MERE NOTED OTHERWISE 12w COVERAGE Q G_NERAL NOTES 1 `+ F:\lIV\LAND\NOTES\0281NO3G cc 1. SEE SHEET L3 FOR DETAILS, SFE SHEET L4 FOR SPECIFICATIONS. Zd�r 2. ALL IRRIGATION EQUIPMENT TO BE. PLACED IN PLANTING BEDS. I + I . �� . ,� �\` i.)CATE CONTROL VALVE IN EASILY ACCF:iSIBLE AREAS OF SHRUB BED. 3. IRRIGATION SYSTEM DF >IGNED BASED ON AVAILABILITY OF lg G.P.M. O � F P S I. (MIN.) AT IRRIGA 1ON P.O.C. CONTRACTOR TO VERIFY PRIOR TO START 1 I `., O1` CONSTRUCTION (45 PSI REPORTED). 4 CARL TO BE TAKEN TO AVOID DAMAGE TO EXISTING PLANTS AND IRRIGATION EOUIPMf:�JT. TRENCHES BENEATH CRIPLINES OF PLANTS SHALL BE DUG By HAND. NO ROOTS LARGER THAN 1 1/2" IN DIAMETER SHALL BE CUT. REPLACE DAMAGED PLANTS, IPRIGATION PIPE AND EQUIPMENT. Q I- j ! j I� 1 ( j �✓ ✓;'�� ;� \ `� 5 ADJUST SPRAY HEADS SO THAT NO WATER IS SPRAYED ON SIGN FACE, BUILDING, PAVEMENTS, ETC. E E � I I h I I \ �� 6. USE RAINBIRD 1800 P.C.S. (PRESSURE COMPENSATING SCREENS) TO REDUCE c I I ,.. .^� ti RADIUS ApIUS OF SPRAY HEADS AND ELIMINATE OVERSPRAY WHERE IT OCCURS. 7 USE IN-HE/AD CHECK VALVES TO PREVZNT LOW-HEAD DRAINAGE co � •� / ti\ � GE WHERE IT OCCURS " 2,1 2.4 MAFKK DAT! FIEVNNCW4qLLI _ WITiAL IRRIGATION PLAN C r e I 1 1 1/2' SLEEVE 3/4' LATERAL 63-183--215 c I II 11290 S.W. BULL MOUNTAIN ROAD 11 , TIGARD, OREGON THIS DOCUMENT AND THE INFORMATION HEREIN REL^TING TO TEXACO INC. IS THE PROPERTY OF TEXACO INC. r ' AND HAS BEEN FURNISHED IN CONFIDENCE FOR THE PRIVATE_ ULE OF TEXACO INC, AN AND AFFILIATES. NO FART R C D IT'S dVBS.0 LE ES HEREOF SHALL DE COPIED. DUPLICATED DISTRIBUTED OR MADE AVAILABLE TO P.O.C. 2.2 `. AM EPERSON,USED FIRMO014 CORPURA IONANY EXTENT ARECEIVING THiSEXCEPT DOCUMENTAEXPRESSLY TION,`'HOWEVER OBTAUTHORIZED IN INED. YMALL BYTEXACO RINC. rUF. te_ r ITING my HEREOF BE UEEMED TO HAVIP AGREED TO THE FOREGOINO RESTMIC noNS AND THAT THIS DOCUMENT W: LL Hf'.D IN TRUST AND CONFIDFNCE SUBJECT ONLY TO THE PRIVATE VSE EX.RESSLY AUTHORI=ED BY TEXACO INCE �- i G2.3 I T R M TEXACO REFINING k MARKETING INC. ,r 13 4 / ��ENCIIIIIIIEW ARCHITECTURE • ENGINEERING r ENVIRONMENTAL SERVICES 1137 N. McDOWELL BLVD. PETALUMA, CA 94954 (707) 765-1660 �}1601JY Itrc. JOHN W. JOHNSON, ARCHITECT JAMES FI RAY, CIVIL ENGINEER i , I L w w S� � � S� UNION MOM SS1B BSS Bl� /�� sr 11�r r n.' �r err r tlBi: 1` _ I ` _�-�� ✓ FIHL FIEVIIEW WITIAL DATE DATE; 2.2JAN97 2=4� 1 1/4' PRELIMINARY - NG DR. BY: _ 4 PLANNING I _./' STEEL BID 7 I _. '.....r` '•"'•-_ __ .. ___. r_ _ __.___..__ __. _-_ ___ BLDG PERMIT z I i RH 1 A GENERAL bID � (f (( L # 2726.00 ! � ! PERMIT REV''a ' < I I; — — SHEET CONSTRUCTION Go not use drawing 1 for construction L2 E�4X �(-_ W_i, rc c:11D�,P_2100 .�'Tc�IOFP.:f) (I � + , � 14 16 4 7 unless inAlaled _ 11290 SW Bull Mountain 22 of 24145 17is BLIP 970380 SIT 970028 - - - A IF THIS NOTICE APPEARS CLEARER THAN THE ' ' OCT 51995 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. M[CROFILNIED I 111111i�1111 111111111 1 lI as mom i l'�i�+�l+l(I�I I�I�I(i�(�i l l I�t(T�1(TjI�I 1�fi� 1�I�IfI 1111�i�i�ii1�1 i '1 �11►�111�1 # I�I�t�l�t�l�1� 11lII�IIIII�! I�I�I�t�l)lj fulfill Iiiil�i�� ni�i��f�Itlinliiis iif�l:Iii�i�iinn nfflffn �ffflim �c►�I�uf iinlul �ff�fffllflfllf111 fffllnfl nll�lllf aalrfll INlh�orinI111IfI11�IKlhln �►ft�rn��IlMllfl nld� mtirn� ri��r ;,ai ral�m ffhrt flf�ll Ilff�llfi Wllil � . E 3 ' 4 ' - 6 -- - - ' 'd � 7 � � � �► 10 _ 11 12 1� 14 �•�� 15 1d 17 16 SECTION I - PLANTING SECTION n - IRRIGATION M PART ' - GENERAL DESCRIPTIO,,, PART 1 - GENERAL DESCRIPTIO,,, :i� WORK 1.1 DESCRIPTION OF WORK E. LAYING PIPE: A. WORrc IN.^.LUDED IN THIS SECTION: FURNISH ALL LABOR, TOOLS, EQUIPMENT MATERIAL, ANp 4. FERTILIZER TABLETS: PLACE TABLETS IN THE BACKFILLED PLANTING HOLES PER THE A WORK INCLUDED IN THIS SECTION: FURNISH AND INSTALL COMPLETE IRRIGATION SYST A 1. PIPE SHALL BE BEDDED AT LEAST 2 INCHES OF FINELY DIVIDED MATERIAL WITH NO ROCKS TRANSPORTATION AND PERFORM ALL OPERATIONS NECESSARY AND INCIDENTAL TO PROPER EXECUTION MANUFACTURER'S PRINTED RECOMMENDATIONS AT THE FOLLOWING RATE EM S OFt CLODS OVER 1 INCH IN DIAMETER TO PROVIDE A FIRM UNIFORM BEARING :ND COMPLETION OF ALL WORK IN ACCORDANCE WITH THE: DRAWINGS AND SPECIFICATIONS. 1 GALLON - 1 TABLET SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN 2 PVC PIPE SHALL BE SNAKED FROM SIDE TO SIDE OF TRENCH BOTTOM TO ALLOW FOR PART Z _. PRODIXTS 5 GALLON - 2 TABLETS 1 2 CK1Alf'fY ASSURANCE. EXPANSION AND CONTRACTION, ONE ADDITIONAL FOOT PER 100 FEET OF PIPE IS THE 1 4 TABLETS MINIMUM ALL)WANCE FOR SNAKING (FOUR SOLVENT-WELD PIPE ONLY). GALLON - 3 CAP OR PLUG OPENINGS AS PIPELINE IS' ASSEMBLED TO PREVENT ENTRANCE OF DIRT OR - OBSTRUCTION. REMOVE CAPS OR PLUGS ONLY WHEN NECESSARY TO CONTINUE ASSEMBLY. 2 1 PLANT MATERIALS 24" BOXES 6 TABLETS A STANDARDS, SPEGI�ICATIOFdS AND CODES:36" BOXES - 8 TABLETS 1. ALL WORK SHALL BE IN FULL ACCORDANCE WITH THE LATEST RULES AND REGULATIONS OF F. REMOTE-CONTROL VALVES: A' OUANTIiTHE SAFETY ORDERS OF THE DIVISION OF INDUSTRIAL SAFETY, THE UNIFCRM PLUMBING 1. INSTALL WHERE SHOWN AND GROUP TOGETHER WHERE PRACTICAL. LIMIT ONE RCV PER lE5: PLANT MATERIALS SHALL BE FURNISHED IN QUANTITIES REQUIRED TO COMPLETE WORK 34 PLANTING CODE AND OTHER APPLICABLE STATE OR LOCAL CODES OR REGULATIONS. NOTHING ON THE VALVE BOX, L NOMENCLATURES: PLANT NAMES LISTED ON DRAWINGS OF SPECIES, KINDS, SIZES, ETC , SPECIFIED CONFORM TO STANDARDIZED PLANT NAMES A TREES, SHRUBS, GROUNDCOVER, ETC. SAID RULES AND REGULATIONS. NECESSARY. AS INDICATED ON THE DRAWINGS AND SHALL PLANS OR IN THE SPECIFICATIONS SHALL TAKE PRECEDENCE OVER THE REQUIREMENTS OF 2. INSTALL VALVES NO FARTHER THAN 12 INCHES FROM MAIN LINE UNLESS ABSOLUTELY B ESTABLISHED BY AMERICAN JOINT COMMITTEE ON HORTICULTURE NOMENCLATURE, EXCEPT THAT 1 GENERAL: 2. THE CONTRACTOR SHALL FURNISH, WITHOUT EXTRA CHARGE, ANY ADDITIONAL MATERIAL 3. THOROUGHLY FLUSH MAIN LINE BEFORE INSTAL L" FOR NAMES NOT COVERED THEREIN, THE ESTABLISHED CUSTOM OF THE NURSERY TRADE IS FOLLOWED. A. DO NOT !NSTALL PLANT MATERIAL'.) UNTIL. A,L CONSTRUCTION WORK HAS BEEN AND/OR LABOR WHEN REQUIRED , THE COMPLIANCE WITH THE ABOVE RULES AND LING VALVE. C. QUALITY: 4. PLACE ALL CONTROL VALVES IN VALVE BOXES; USE EXTENSIONS AS NECESSARY TO KEEP SOIL. COMPLETED AND SPRINKLER SYSTEMS HAVE BEEN TESTED, PLANTING AREAS SHALL REGULATIONS THOUGh THE WORK 6E NOT MENTIONED IN THESE PARTICULAR AWAY FROM VALVES AND SOLENOIDS. NO SOIL,. ALLOWED AROUND VALVE, 1, PLANTS SHALL CONFORM WITH AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS, HAVE BEEN GRADED AND PREPARED AS HEREIN SPECIFIED AND SHALL HAVE BEEN SPECIFICATIONS OR SHOWN ON THE DRAWINGS 5. INSTALL BOX FLUSH AND LEVEL WITH GRADE. ANS! 2601, IN ALL WAYS. APPROVED 8Y THE OWNER'S REPRESENTATIVE B WHEREVER THE TERM AS PER MANUFACTURER'S SPECIFICATIONS AND/OR INSTRUCTIONS," IS USED, 6 INSTALL GRAVEL, 3/4 NON-GRADED, IN BASE OF VALVE BOX 2. PLANTS SHALL BE SYMMETRICAL AND TYPIC AL FOR VARIETY AND SPECIES B SOIL SHALL. BE AT AN OPTIMUM MOISTURE CONTENT FOR PLANTING. IT SHALL MEAN IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PRINTED DIRECTICNS. IF THELE G GATE VALVES: 3, PLANTS SHALL BE NURSERY GROWN IN THE LOCALITY OF THE PROJECT L LSO NOT PLANT IN DRY SOIL OR MUDDY SOIL. DIRECTIONS CONFLICT WITH THIS SPECIFICATION, THE MATTER SHALL BE BROUGHT TO THE OWNER 1. INSTALL WHERE SHOWN ON THE DRAWINGS. 4. PLANTS SHALL BE SOUND, HEALTHY, VIGOROUS, AND FREE FROM PLANT DISEASE AND INSECT 2 WEED CONTROL: APPLY PRE-EMERGENCE HERBIGDE TO ALL GROUNDCOVER AND ATTENTION ANU HIS/HER INSTRUCTIONS OBTAINED BEFORE PROCEEDING WITH THE WORK 2 INSTALL IN 10-INCH DIAMETER PLASTIC VALVE BOX WITH TWIST LOCK COVER. PESTS OR THEIR EGGS MULCHED AREAS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDED RATES H FLUSHING LINES: 5. ALL TREES AND SHRUBS SHALL BF. CONTAINER GROWN OR ESTABLISHED "BOXED-OUT", FIELD-- ANY PLANT MATERIALS Swn',',-.NG LOSS OF VIGOR OR HEALTH OWING TO IMPROPER 1.3 SUBMITTALS 1, FLUSH ALL ROCK, SAND AND DEBRIS FROM THE LINES. GROWN MATERIAL, UNLESS OTHERWISE SPtC''IED APPLICATION OF THE hLRBICIDE SH: LL BE REPLACED BY THE CONTRACTOR 2. FLUSH MAIN LINES PRIOR TO INSTALLING VALVES AND CONNECTING LATERAL LINES. 6. CONTAINER STOCK SHALL BE GROWN FOR AT LEAST EIGHT MONTHS, IN CONTAINERS IN 13 CONTAINER PLANTS: A MATERIALS LIST: 3 FLUSH LONG DEAD END RUNS PRIOR TO CAPPING PIPE. WHICH DELIVERED, BUT SHALL NOT BE ROOT BOUND. CONTAINER PLANTS WITH CRACKED 1. DO NOT LIFT OR HANDLE CONTAINER PLANTS BY TOPS, STEMS OR TRUNKS AT ANY TIME. 1. LIST ALL MATERIALS BY MANUFACTURER'S NAME AND MODEL NUMBER. 4 FLUSH LATERAL LINES PRIOR TO INSTALLING HEADS AND BUBBLERS CONTINUE FLUSHING OR BROKEN BALLS OF EARTH WHEN TAKEN FROM CONTAINERS MAY BE PLANTED ONLY WITH 2. ALL PLANTS SHALL BE SET SO THAT, WHEN SETTLED, THE SOIL LEVEL IN THE CONTAINER IS 2 ONLY MATERIALS AND ITEMS OF EQUIPMENT SO APPROVED SHALL BE USED. ANY PROCESS WITH WATER RUNNING SLOWLY A SPECIFIED APPROVAL OF THE OWNER'S REPRESENTATIVE. L S HEADS ARE INSTALLED STARTING CLOSEST TO K 3 INCHES ABOVE THE FINISHED GRADE OF LAWNS AND '_ INCHES ABOVE FINISHED GRADE PROPOSED SUBSTITUTIONS TOGETHER WITH DESCRIPTIVE MATERIAL SHALL BE INCLUDED WITH VALVE AND WORKING OUTWARD. 7. PLANTS SHALL NOT BE PRUNED PRIOR TO DELIVERY, EXCEPT AS AUTHORIZED BY THE OF OTHER PLANTING BEDS. THE LIST. I. TESTING PIPE: LANDSCAPE ARCHITECT, A TAPER FINISHED GRADE AWAY FROM ROOT BALL. B. MANUALS: 1, PIPE SHALL BE CENTER LOADED WITH SUFFICIENT BACKFILL IN ACCOR04NCE Wt'I.4 THE 8. PROTECT PLANTS IN TRANSIT AND AFTER DELIVERY TO THE PROJECT SITE, PLANTS IN BROKEN 3 FERTILIZER TABLETS: REFER TO PARAGRAPH 3.3 C.4 ABOVE. 1. PRIOR TO TMF FINAL ACCEPTANCE OF THE IRRIGATION SYSTEM, THE CONTRACTOR SHALL PARAGRAPH ON BACKFILLING T •� CONTAINERS AND PLAN'; WITH BROKEN BRANCHES OR INJURED TRUNKS WILL BE REJECTED. 4, ALL PLANTS SHALL BE PLANTED IMMEDIATELY AFTER THE CONTAINER5 ARE CUT, AND FURNISH TWO (2) INDIVIDUALLY BOUND SERVICE MANUALS TO THE OWNER'S REP FOR USE LL G O ANCHOR PIPE BEFORE TESTING, NO FIT,ING , SHALL BE REMOVE REJECTED MATERIAL FROM THE SITE IMMEDIATELY. COVERED. CONTAINERS SHALL BE REGULARLY REMOVED FROtiA THE SITE 50 AS NOT TO PRESENT A BY THE DEALER THE MANUALS SMALL CONTAIN COMPLETE EXPLODED DRAWINGS, DIAGRAMS 2 INSTALL REMOTE-CONTROL VALVES PRIOR TO TESTING 9• SUBSTITUTIONS WILL BE ALLOWED ONLY WHEN SPECIFIED MATERIAL IS PROVED HAZARD TO PERSONS USING THE AREA, AND SPARE FARTS LISTS OF ALL EQUIPMENT ;NSTALLEO SHOWING COMPONENTS AND CATALOG 3. TESTS WILL BE OBSERVED AND APPROVED BY THE OWNER'S REPRESENTATIVE. UNAVAILABLE AND ONLY WITH APPROVAL OF THE OWNER'S REPRESENTATIVE PROPOSALS WILL BE 5. WATERING BASINS: FORM CIRCULAR EARTH BASIN CI=NTERED ON THE STEM Of EACH PLANT. NUMBERS TOGETHER HATH THE MANUFACTURER'S NAME AND ADDRESS. IN ADDITION, EACH 4 PERFORM TESTING AND FURNISH ALL EQUIPMENT FOR TESTING AS WORK OF THIS SECTION, CONSIDERED FOR USE OF NEAREST EQUIVALENT SIZE AND VARIETY WITH EQUITABLE ADJUSTMENT THE RIM OF BASIN SHALL BE 4 INCHES ABOVE THE GRADE AT THE STEM. DO N01 FORM SERVICE MANUAL SHALL CONTAIN THE FOLLOWING: S. APPLY THE FOLLOWING TESTS AFTER SOLVENT-WELD PLASTIC PIPE JOINTS HAVE CURED AT TO THE CONTRACT PR;CE. WATERING E3A5',N5 AROUND TREES IN LAWN AREAS. A. INDEX SHEET INDICATING THE CONTRACTOR'S NAME, ADDRESS AND PHONE LEAST 24 HOURS; D. PLANT OBSERVATIONS: C GROUNDCOVER PLANTS AND ANNU1.L hLOWERS: NUMBER A TEST MAIN LINES HYDROSTATICALLY AT 125 PSI MINIMUM. LINES WILL BE 1. RIGHT OF OBSERVATION BY OWNER'S REPRESENTATIVE FOR APPROVAL OR REJECTION 15 RESERVED 1 INSTALL PLANTS AT SPACINGS INLICATED ON THE DRAWINGS. 8. COPIES OF EQUIPMENT WARRANTIES AND CERTIFICATES - APPROVED I TEST PRESSURE IS MAINTAINED FOR SIX . HOURS. THE AT THE PLACE OF GROWTH AND/OR ON THE PROJECT SITE AT ANY TIME UPON DELIVERY 2. PLANT IN STAGGERED ROW:', EVEN-Y SPACED, OR AS INDICATED ON PIANS. C LIST OF EQUIPMENT IMTH NAMES, ADDRESSES AND TELEPHCXV;_ NUMBERS OF ( ) CONTRACTOR SHALL MAKE TESTS AND REPAIRS AS NECESSARY UN711. TEST OR DURING THE WORK. PLANTS SHALL BE OBSERVED FOR SIZE, VARIETY, CONDITION, 3. DIG HOLES LARGE ENOUGH 10 ALLOW FOR SPF'EADING OF ROOTS (2 x ROOTBALL). PLACE ALL LOCAL MANUFACTURER'S REPRESENTATIVES. CONDITIONS ARE MET. DEFECTS, OR INJURY. PLANTS 50 ROOT SYSTEM LIES IMIA WITHOUT DOUBLING D. COMPLETE OPERATING AND MAINTENANCE INSTRUCTIONS IN SUFFICIENT DETAIL B. TEST LATERAL LINES WITH WATER AT LINE PRESSURE AND VISUALLY INSPECT FOR J E. GROUI'VDCOVER PLANTS: 4. FIRM SOIL_ AROUND ROOTS TO ELIMI'�ATE AIR POCKETS. TO PERMIT OPERATING PERSONNEL TO UNDERSAND, OPERATE AND MAINTAIN ALL LEAKS RETEST AFTER CORRECTING DEFECTS,1. GROUNDCOVER PLANTS. UNLESS OTHERWISE INDICATED ON THE DRAWINGS, SHALL BE 5. WATER TWORGUGILI' AFTER PLANTING, TAKING CART NOT TO COVER CROWNS OF PLANTS WITH EQUIPMENT J. BACKFILLING PIL=E: PLANTROOTES PLAITS GROWN !N FLATS WET SILT. E. AS-BUILT DRAWINGS OF THE IRRIGA'ION SYSTEM REASONABLY DRAFTED SHOWING ALL 1. DO NOT BACKFILL UNTIL PIPE HAS BEEN TESTED AND APPROVED BY THE OWNER'S REPRESENTATIVE. 2. PLANTS SHALL BE FULL AND COMPACT, NOT "LEGGY U GRASS INSTALLATION BACKFILL MATERIAL SHALL BE THE EARTH EXCAVATrD FROM THE TRENCH CHANGES TO ORIGINAL DRAWINGS OF LINES, CONTROLLERS, VALVES, AND SPRINKLERS 2 LS, FREE FROM 1. SODDING: . 2.2 FERTILIZERS AND SOIL CONDITIONERS A. LAY SOU 10 FORM A SSL'p MASS WITH TIGHTLY-FITTED JOINTS. BUTT EMUS AND 1.4 FEES AND PERMITS ROCKS, CONCRETE CHUNKS, AND OTHER FOREIGN vR COARSF MATERIALS SIDEA. BACKFILL TO DEPTH OF 6 INCHES ABOVE THE TOP OF PIPE SHALL BE FINELY S OF SOD STRIPS PJ NOT OVERLAY EDGES S'-'AGGER STRIPS TO OFFSET JOINTS DIVIDED MATERIAL FREE OF ROCKS OR CLODS OVER 1/2 INCHES IN DIAMETER, A. NITROLIZED REDWOOD SAWDUST: (SOIL AMENDMENT) IN ADJACENT COURSES. REMOVE EXCESS SOD TO AVOID SMOTHERING OF WORK UNDER THIS SECTION SHALL INCLUDE ALL FEES, PERMITS, LICENSES, AND REQUIRED INSPECTIONS BY B. REMAINING BACKFILL SHALL BE FREE OF ROCKS AND CLODS OVER 2 INCHES IN 1. 100 PERCENT REDWOOD SANDUS'i, SHAVING.) NOT ALLOWED ADJACENT GRASS. PROVIDE SOD PAD TOP FLUSH WITH ADJACENT CURBS, CONCERNED GOVERNING AGENCIES. DIAMETER. B. CONTROLLED RELEASE FERTILIZER: 16-8-8 (N-P--K) WITH IRON (RESIN COATED). SIDEWALKS, DRAINS AND SEEDED AREAS. C. SETTLE TRENCHES WITH WATER ANO/OR TAMPING. Cl. CONTROLLED RELEASE FERTILIZER TABLETS 21 GRAM, 20-10-5 (N-P-K) WITH CALCIUM, SULFUR B. 00 NOT LAY DORMANT SOD OR INSTALL A SOD ON SATURATED OR FROZEN SOIL PART 2 - PRQQUCTS K. AUTOMATIC CONTROLLER: AND IRON C. ISL OPES INITIAL ROW OF SOD I A STRAIGHT LINE, BEGINNING AT BOTTOM OF 1. LOCATE CONTROLLERS IN GENERAL LOCATION SHOWN ON THE DRAWINGS WITH EXACT H 'D. BARK FOR MULCHING. 1" - 2" MEDIUM SIZE SHREDDED FIR BARK. SLOPI.S, PERPENDICULAR TO DIRECTION OF THE SLOPED AREA PLACE SUBSEQUENT 2.1 GENERAL PLACEMENT TO BE DETERMINED Y TH E. ALL FERTILIZER AND SOIL CONDITIONS SHALL BE FIRST QUALITY, STANDARD BRAND, AGRICULTURAL ROWS PARALLEL TO AND LIGHTLY AGAINST PREVIOUSLY INSTALLED ROW. B E OWNER'S REPRESENTATIVE. H PRODUCT. 2. CONNECT CONTROL LINES TO CONTROLLER IN SEQUENTIAL ARRANGEMENT ACCORDING TO D. WATER SOU THOROUGHLY WITH A FINE SPRAY IMMEDIATELY AFTER LAYING. A. THE USE OF A MANUFACTU'RER'S NOME AND MODEL OP, CATALOG NUMBER IS FOR THE PURPOSE ASSIGNED IDENTIFICATION NUMBER OF VALVE. CONTROL LINES SHALL BE LABELED AT F. MATERIALS DELIVERY AND STORAGE. MANUFACTURED MATERIALS SHALL BE DELIVERED IN ORIGINAL E. ROLL WITH LIGHT LAWN ROLLER TO ENSURE CONTACT WITH SUB-GRADE. OF ESTABLISHING THE STANDARD OF QUALITY AND GENERAL CONFIGURATION DESIRED ONLY. OTHER CONTROLLER WITH PERMANENT NONFADING LABELS INDICATING IDENTIFICATION M CONTAINERS WITH BRAND AND MAKER'S NAME MARKED THEREON, MATERIALS IN BROKEN E 0 NUMBER MANUFACTURER'S EQUIPMEN' MAY BE SUBMITTED FOR APPROVAL BY THE OWNER'S REPRESENTATIVE. ONLY UPON OF VALVE CONTROLLED. CONTAINERS OR SHOWING EVIDENCE OF MATERIAL � WILL BE REJECTED AND MUST 9E IMMEDIATELY 3.5 MISCELLANEOUS ITEMS SUBMITTAL AND SUBSEQUENT APPROVAL OF THE MATERIAL LIST SHALL THEE'= ITEMS BE PERMITTED. 3. PROVIDE A 120 VOLT WATER-PROOF, DISCONNECT SWITCH ON THE SERVICE LINE, MOUNT ARE T�� FROM THE SITE. ODOROUS MATERIAL SHALL NOT BE BROUGHT TO THE Sllt UNTIL THEY B. ALL MATERIALS THROUGHOUT THE SYSTEM SHALL BE NEW AND IN PERFECT CONDITION. INSIDE THE CONTROLLER PEDESTAL. ARE TO BE USED. A MULCHING: L. BACKFLOW-PREVENTION ASSEMBLY: INSTALL BARK MULCH OVER PLANTING AREAS INDICATED ON THE DRAWINGS2.2 MATERIALS. 1. INSTALL BACKFLOW-PREVENTION DEVICES AS DETAILED. 2..'� MISCELLANEOUS MATERIALS 2. MULCH SHALL BE 2 INCHES DEEP; TAPER DOWN FLUSH WITH ADJACENT PAVING CURBS OR HEADERS. 2. PAINT ALL ABOVE GRADE PIPE AND METAL PARTS, EXCEPT BRONZE, WITH PRIMER AND A. ALL MATERIALS SHALL BE AS HEREIN SPECIFIED AND AS SPECIFIED AND/OR INDICATED ON THE TWO COATS EXTERIOR METAL PAINT; COLOR GREY GREEN. A. TREE GUTS (24" BOX OR GREATER;: 3. W .THE WATERING BASINS ARE REQUIRED, FILL BASIN WITH 2 INCH DEEP MULCH. DRAWINGS. M. SPRINKLER HEADS AND QUICK-COUPLER VALVES: 2 ANCHORS: 1-INCH/8 IN GALVANIZED PIPE, 3 FEET LONG B. TREE SCOPE: B PIPE: 1. THOROUGHLY FLUSH LINES BEFORE INSTALLING HEADS OR QUICK-COUPLER VALVES. 2, WIRES: 1/8 INCH FLEXIBLE GALVANIZED CABLE. 1 SCOPE: 3. HOSE COLLARS FABRIC REINFORCED RUBBER HOSE; COLOR-DULL GREEN 1. PLASTIC POLYVINYL CHLOPIDE (PVC) 2. LOCATE AS SHOWN AND DETAILED ON THE DRAWINGS. C3 A. GUY ALL BOXED SPECIMEN TREES, 24-INCH BOX AND LARGER ALL OT'4ER A. CLASSES AND/OR SCHEDULES AS SPECIFIED ON THE DRAWINGS. N. COVERAGE TEST: 4. TUBING: POLYETHYLENE; BLACK OR DARK GREEN; 1/2 INCH DIAMETER. SMALLER TREES TO BE STAKED. B. ALL PIPE SHALL BE FREE OF BLISTERS, INTERNAL STRIATIONS OR ANY OTHER DEFECTS 1. WEN THE IRRIGATION SYSTEM HAS BEEN COMPLETED, A COVERAGE TEST SHALL BE 5. CABLE CLAMPS: GALVANIZED 2. INSTALLATION: OR IMPERFECTIONS, THE PIPE SHALL BE CONTINUOUSLY AND PERMANENTLY PERFORMED IN THE PRESENCE OF OWNER'S REPRESENTATIVE TO DETERMINE IF COVERAGE 6. TJRNBUCKLES: 6 INCH OPEN ALUMINUM TURNBUCKLE FTE END FITTINGS 5/16" IN ANEATLY FORM HOSE AND CABLE COLLARS TO PREVENT ANY BARE CABLE CHAFING MARKED WITH THE MANUFACTURER'S NAME, MATERIAL TYPE, SIZE, SCHEDUI.E OF WATER AFFORDED PLANTING AREAS IS COMPLETE. .DIAMETER; 4-14" TAKE-UP AGAINST THE TREE TRUNK OR BRANCHES DRILL. A HOLE IN THE PIPE. OR CLASS AND QUALITY CONTROL IDENTIFICATIONS. 2. CHANGE ANY HEADS, NOZZLLS, ORIFICES, OR ARCS AS MAY BE REQUIRED TO PROVIDE B. TREE STAKING: B USE CABLE CLAMPS OR CRIMPING DEVICE FOR ALL ATTACHMENTS. 2. BRASS (NH4EN APPLICABLE) 85R RED BRASS, ANSI SCHEDULE 40 SATISFACTORY COVER/,GE. 1. STAKES: HARDWOOD, 2"x2"x8'-0" LONG % DO NOT LEAVE SHARP CABLE ENDS PROTRUDING 3 COPPER (MIEN APPLICA6L-)'. TYPE L. RIGID COPPER 3. ADJUST ALL. SPRINKLERS TO AVOID OVERSPRAY ON BUILDING WALL OR MONUMENT SIGN, 2. TIES: WONDER TIES OR APPROVED EQUAL D INSTALL POLYETHYLENE MARKER TUBING ON AG- GUY WIRES. 4 PIPE SLEEVES (WHEN APPLICABLE): SCHEDULE 40 PVC PLASTIC PIPE EXTEND 18" CTREE STAKIILG: 0 SYSTEM TESTS C. DRAINAGE ROCK: 1/2" TO 3/4" WASHED PEA GRAVEL. . BEYOND BACK OF CURB OR WALK. 1. PRIOR TO FINAL ACCEPTANCE OF IRRIGATION SYSTEM, THE AUTOMATIC SPRINKLER CONTROLLERS 1. REMOVE NURSERY STAKES FROM PLANTED TREES FILL HOLE IN ROOT HALL W/BACItFILL MIX. C. PIPE FITTINGS: SHALL BE TESTED THROUGH ALL THEIR CYCLES IN THE PRESENCE OF THE OWNER'S REPRESENTATIVE. PARS S - ELUTION 2. STAKE ALL TREES IMMEDIATELY AFTER LAWN SEEDING OR SODDING OPERATIONS AND PRIOR 1. PLASTIC: POLYVINYL CHLORIDE (PVC). AND ANY NECESSARY ADJUSTMENTS SHALL BE MADE. TO ACCEPTANCE WHEN RICH WINDS OR OTHER CONDITIONS WHICH MAY EFFECT TREE SURVIVAL A. SOLVENT WELD AS SPECIFIED ON THE DRAWINGS. P. WRENCHES AND KEYS: 3.1 PREPARATION OR APPEARANCE OCCUR, IMMEDIATE STAKING MAY BE REQUIRED. 2 BRASS (WHEN APPLICABLE): MEDIUM BRASS, CLASS 125 PSI THREADED FITTINGS. 1. PROVIDE DEALER. AT COMPLETION OF THE PLANTING-MAINTENANCE PERIOD WITH TWO (2) EACH 3.6 GENERAL CLEANUP 3. COPPER PIPE (WHEN APPLICABLE): WROUGHT COPPER, SOLDER JOINT FITTINGS, OF ALL OPERATING AND SERVICING KEYS AND WRENCHES REQUIRED FOR COMPLETE MAINTENANC F A. ALL SCALED DIMENSIONS ARE APPROXIMATE BEFORE PROCEEDING WITH ANY DIRK, CAREFULLY D. REMOTE CONTROL WIRE: EANC OPERATION OF ALL VALVES. INCLUDE ALL WRENCHES NECESSARY FOR COMPLETE DISASSEMBLY "HECK AND VERIFY ALL DIMENSIONS AND QUANTITIES AND IMMEDIATELY INFORM THE LANDSCAPE A REMOVE ALL CANS, SURPLUS MATERIALS, AND OTHER DEBRIS FROM SITE NEATLY DRESS AND I ALL WIRE SHALL BE SOLID COPPER 600 VOLT 1C, TYPE OF-AWG, UL APPROVED FOR OF ALL VALVES, F ARCHITECT OF ANY DISCREPANCY BETWEEN THE DRAMNGS AND/OR SPECIFICATICAS AND ACTUAL FINISH ALL PLANTING AREAS. FLUSH WALKS, PAVED AREAS, AND THE LIKE, CLEAN 70 THE DIRECT BURIAL.. WIRE SHALL BE CONTINUOUSLY AND PERMANENTLY MARKED WITH THE O MAINTENANCE, CONDITIONS. NO WORK SHALL 3E DONE IN ANY AREA WHERE THERE IS SUCH A DISCREPANCY UNTIL SATISFACTION OF THE THE OWNER'S REPRESENTATIVE MANUFACTURER'S NAME, WIRE SIZE AND IDENTIFICATICN. ONLY CONTINUOUS RUNS, 1. MAINTAIN IRRIGATION SYSTEM UPON PRELIMINARY APPROVAL BY THE OWNER'S REPRESENTATIVE. FOR A REVIEW FOR SAME HAS BEEN GIVEN BY THE LANDSCAPE ARCHITECT. B. RINSE FOLIAGE OF ALL PLANT MATERIALS WITHIN THE CONSTRUCTION AREA AS OFTEN AS NECESSARY NO SPLICES. B. COORDINATION: COORDINATE WOF:K WITH OTHER TRADES TO ENSURE PROPER SEQUENCING FITTING PERIOO OF 90 DAYS. OF CONSTRUCTION TO KEEP THE FOLIAGE FREE FROM DUST GENERATED BY THE WORK OF THIS CONTRACT. 2 COLOR OF CONTROL WIRES SHAil BE AS FOLLOWS: A. RESET AND MAKE ADJUSTMENTS IN HEADS TO MAINTAIN OPTIMUM SPRINKLER COVERAGE. A. PILOT WIRES - N 14 BLACK OR COLOR B. REPLACE OR REPAIR DEFECTIVE OR DAMAGED MATERIALS AS SOON AS POSSIBLE, INCLUDING, BUT 3.2 SOIL PREPARATION 3.7 MAINTENANCE B. COMMON WIRE - M 14 WHITE ONLY NOT LIMITED TO, DAMAGED SPRINKLER BODIES OR NOZZLES, ELECTRIC VALVE, LEAKY FITTINGS, ETC. E. GATE VALVE'S: 3.3 GUARANTEE A. GRADES: A. ESTABLISHING MAINTENANCE PERIOD- 1. ALL BRASS OR BRONZE DOUBLE DISC, NON-RISING STEM. Q 1. AS SOON AS ALL PLANTING IS COMPLETED, A PLANTINGTO DETERMINE THE CONDITION OF THE PLANTINGS WILL BE HELD BY THE OWNER'S G; REVIEW AND PRELIMINARY INSPECTION 2. 150 PSI WORKING PRESSURE. A. REPAIR OF DAMAGE: ALL DAMAGE TO PAVING, PLANTING, STRUCTURES, AND OTHER E, WEED AND DEBRIS REMOVAL:1. GRAC= BEFORE PLANTING PER DRAWINGS. REPRESENTATIVE. 3. ALL VALVES SHA!.L BE LINE SIZE. IMPROVEMENTS DUE TO SETTLEMENT OF IMPROPERLY COMPACTED TRENCH BACKFILL SHALL s F. OTHER EQUIPMENT: REFER TO THE DRAWINGS. p � , 2. UPON APPROVAL OF THE WORK BY THE OWNER'S REPRESENTATIVE, THE 90 DAY t' AINTENANCE PERIOD BE PROMPTLY REPAIRED TO THE SATISFACTION OF THE OWNERS REPRESENTATIVE. y 1. ALL GROUND ARE+S TO 6E PLANTED SHALL BE CLEANED OF ALL WEEDS AND DEBRIS PRIOR SHALL BEGIN. B. ALL MATERIALS AND WORKMANSHIP SHALL BE AS SPECIFIED AND SHALL, FOR A MINIMUM E rE TO ANY SOIL PREPARATION OR GRADING WORK WEEDS AND DEBRIS SHALL BE DISPOSED g. MAINTENANCE OF PLANTING: PART 3 - E>�CUT10N PERIOD ER ONE (1) YEAR BANSHIP AT THE DATE OF FINAL ACCEPTANCE BE AND PERFORM OF OFF THE SITE 1, CONTINUOUSLY MAINTAIN ALL PLANTINGS IN AREAS INCLUDED IN THE CONTRACT FROM THE 70 COMPLETE SATISFACTION OF OWNER. AT THE END OF THIS PERIUD, ALL REQUIRED C. CONTAMINATED SOIL: BEGINNING CF CONTRACT WORK, DURING THE PROGRESS OF WORK; AND FOR A PERIOD 3.1 COORDINATION REPAIRS AND ADJUETMENTS, INCLUDING ADJUSTMENT TO GRADE, SHALL BE MADE INCLUDING 1. DO NOT PERFORM ANY SOIL PREPARATION WORK IN AREAS WHERE SOIL IS CONTAMINATED OF 90 DAYS AFTER COMPLETION OF ALL WORK UNTIL FINAL ACCEPTANCE OF ALL CONTRACT WITH CEMENT, PLASTER, OIL, GASOLINE, PAINT OR OTHER CONSTRUCTION DEBRIS. BRING ALL REPAIRS TO OTHER WC4K MADE NECESSARY THEREBY, WITHOUT ADDITIONAL EXPENSE SUCH AREAS TO THE ATTENTiI N OF THE OWNER'S REPRESENTATIVE. AND DU NOT PROCEED UNTIL WORK BY THE OWNER'S REPRESENTATIVE.. SCHEDULE' AND COORDINATE WORK WITH OTHER TRAOES AND WITH SEPARATE CONTRACTORS. TO OWNER, THE CONTAMINATED SOIL E REMOVED AND REPLACED. 2. REPLACEMENTS: IMMEDIATELY REPLACE ANY PLANT MATERIALS THAT DIE OR ARE A. INSTALL PIPE AND SLEEVES UNDER PAVING AND THROUGH WALLS AND FOOTINGS, C. PRESENT TO OWNER, AT TIME OF FINAL ACCEPTANCE, WARRANTIES FOR ALL MATERIALS DAMAGED. RE'PLPCEMENTS SHALL BE MADE TO THE SPECIFICATIONS AS REQUIRED FOR B. DO NOT INSTALL SPRINKLER HEADS UNTIL WALLS, URBS, HEADERS AND OTHER RELATED STRUCTURES USED. 0. MOISTURE CONTENT: SOIL SHALL NOT BE WORKED WHEN MOISTURE CONTENT IS SO GREAT T14AT ORIGINAL PLANTINGS. ARE IN PLACE, EXCESSIVE COMPACTION WILL OCCUR, NOR WHEN IT IS SO DRY THAT DUST WILL FORM IN THE AIR 3, CONDITION OF PLANTINGS AT THE END OF THE MAINTENANCE PERIOD: C, DO NOT INSTALL PIPE UNTIL PLANTING AREAS HAVE BEES! SCARIFIED UNDER PLANTING WORK. +• OR THAT CLODS WILL NOT BREAK READILY. WATER SHALL BE APPLIED, IF NECESSARY, TO BRING SOIL A ALL PLANT MATERIALS SHALL BE LIVE, HEALTHY, UNDAMAGED, AND FREE FROM +• END OF SECTION TO AN OPTIMUM L4015TURE CONTENT FOR TILLING AND PLANTING. INFESTATIONS 3.2 INSTALLATION E. SOIL LOOSENING: SOIL IN ALL PLANTING AREAS SHALL BE RIPPED OR CULTIVATED TO THE DEPTHS B. GROUNDCOVER, SHRUB AREAS, AND OTHER PLANTING AREAS SHALL BE FREE OF ALL SPECIFIED BELOW WATER SHALL RE AHED AND RIPPING OR CULTIVATING SHALL BE CONTINUED WEEDS (BROADLEAF AND GRASS WEEDS). A LAYOUT: UNTIL THE ENTIRE SPECIFIED DEPTH 15 .005E AND FRIABLE ALL DEBRIS, PAVEMENT, CONCRETE, C. PLANTINGS THAT DO NOT CONFORM TO SPECIFICATIONS SHALL BE REPLACED AND 1. LAY OUT WORK AS ACCURATELY AS POSSIBLE IN ACCORDANCE NTH THE DRAWINGS. Q AND ROCKS OVER 2 INCHES IN DIAMETER SHALL BE REMOVED 70 THE SPECIFIED DEPTH AND SHALL BROUGHT TO A SATISFACTORY CONDITION BEFORE FINAL ACCEPTANCE OF THE WORK 2. WHERE SITE CONDITIONS DO NOT PERMIT LOCATING PIPING, VALVES ANO HEADS WHERE BE REMOVED FROM P SITE. CAN BE MADE SHOWN, NOTIFY THE OWNER'S REPRESENTATIVE. IMMEDIATELY AND DO NOT PROCEED UN TIL HIS/HER 4 I. AREAS TO E PLANTED: 8 INCHES DEEP, 3.8 EXISTING PLANT MATERIAL PROTECTION INSTRUCTIONS ARE OBTAINED. ^ M F. EXISTING PAVED AREAS BEING TRANSFORMED INTO NEW PLANTING BEDS Sr;ALL HAVE THE S118GRADE 3. RUN PIPE LINES AND AUTOMATIC CONTROL WIRING IN COMMON TRENCHES WHEREVER y REMOVED TO A MINIMUM DEPTH OF 12" AND DISCARDED OFF-SITE. NEW TOPSOIL APPROVED BY THE A. SCOPE: PRACTICAL. ►� OWNER'S REP. SHALL BE IMPORTED To A DEPTH OF 12" AND UNIFORMLY SPREAD THROUGHOUT 1. PROTECT FROM DAMAGE ALL TREES AND OTHER VEGETATION TO REMAIN THAT OCCURS 4 NOTIFY THE OWNER'S REPRESENTATIVE. G ANY ASPECTS OF LAYOUT WHICH WILL PROVIDE INCOMPLETE a PLANTER. PREPARE SOIL PER SOIL CONDITIONING SPECIFICATION WITHIN THE LIMITS OF CONSTRUCTION WORK OR INSUFFICIENT WATER COVERAGE OF PLANT MATERIAL AND DO NOT PROCEED UNTIL _ 3.3 SOIL CONDITIONING A THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ALL UNAUTHORIZED HIS/HER INSTRUCTIONS ARE OBTAINED. M. I CUTTING, DESTROYING, AND DAMAGING OF EXISTING TREES, SHRUBS AND 5. LOCATE ALL UNDERGROUND UTILITY LINES PRIOR TO EXCAVATING IRRIGATION TRENCHES AND MARK C)ATE FO - Nw4HA)- A. GENERA!_: AFTER SOIL PREPARATION HAS BEEN COMPLETED, ADD SOIL AMENDMENTS AND FERTILIZERS GROUNDCOVERS, INCLUDING DAMAGE DUE TO CARELESS OPERATION OF BRING ANY CONFLICTS TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. DO NOT PROCEED LANDSCAPE F EQUIPMEN r. WITH THE WORK UNTIL INSTRUCTIONS ARE RECEIVED FROM THE OWNER'S REPRESENTATIVE. CUNSTRI�C.�T�QN -� AS INDICATED BELOW AND ROTOT1LL, MAKING REPEATED PASSES WITH THE CULTIVATOR TO THE DEPTH SPECIFIED UNTIL THE AMENDMENTS HAVE BEEN THOROUGHLY MIXED. B. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR DESTROYING OR B. PROTECTION: B. ALL PLANTED AREAS: DAMAGING OF EXISTING TREES, SHRUBS, AND GROUNDCOVERS WHERE THE CAUSE 1. PROTECT EXISTING AND NEW WORK AT ALL TIMES. ANY EXISTING BUILDINGS, EQUIPMENT, SPECIFICATIONSRdF LOSS OP. DAMAGE IS DUE TO A SHUTDOWN OF EXISTING IRRIGATION, PIPING, PIPE COVERINGS, SEWERS, SIDEWALKS, LANDSCAPING, ETC., DAMAGED BY THE C A PEEI:R 1 1,. L 000 SQUARE FEET OF AREA THE FOLLOWING INTO THE TOP 6 INCHES OF SOIL. AT THE SPECIFIED RALES C SIGNS, WIRES, OR ANY OTHER TYPE OF OBSTRUCTION SHALL NOT BE ATTACHED TO CONTRACTOR DURING THE COURSE OF HIS WORK SHALL BE REPLACED OR REPAIRED BY THE 6 CUF31C YARDS NITROLIZED REDWOOD SAWDUST TREES. CONTRACTOR IN A MANNER SATISFACTORY TO OWNER AND AT THE CONTRACTOR'S W-183-05 C D TRENCHING UNDER THE DRIP LINE OF TREES IS TO BE AVOIDEL); IF TRENCHING OWN EXPENSE AND BEFORE THE FINAL PAYMENT IS MADE, THE CONTRACTOF SHALL BE C. TREE AND SHRUB PLANTING HOLES: r�y� 20 LBS. OF 16-8-8 CONTROLLED RELEASE FERTILIZER. IS NECESSARY, TRENCHES ARE TO BE HAND-DUG, AND MAJOR ROOTS RETAINED RESPONSIBLE FOR DAMAGE CAUSED BY LE=AKS IN THE PIPING SYSTEMS BEING INSTALLED MW S.W. BULL MOUWAIN ROAD INTACT. OR IN HAVING BEEN INSTALLED BY HIM. HE SHALL REPAIR ALL DAMAGE 50 CAUSED AT 'l IWiRL/1 /�DCn111�! 1. PLANTING HOLES: 3.9 GUARANTEE HIS OWN EXPENSE AND IN A MANNER SATISFACTORY TO THE OWNER'S REPRESENTATIVE, TGA GREG` N A LOCATE PLANTING HOLES PER PLANTING PLANS BRINGING ANY CONFLICT WITH C. EXCAVATING AND TRENCHING: THIS DOCUMENT AND 'NE INFORMATION HER IN RELATING To TExAco INC. Is TNT: PROPERTY OF TExAco INC. UNDERGROUND UTILITY LINES TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE A. ALL TREES, SHRUBS, GROUNDCOVERS, AND OTHER PLANT MATERIALS SHALL BE GUARANTEED TO TAKE 1. EXCAVATION SHALL BE IN ALL CASES AMPLE IN SIZE TO PERMIT THE PIPES TO BE LAID AT AND HAS BEEN FURNif4ED IN CONFIDENCE FPR THE PR!V^TE USE F o Tr RIBU IND, AND D a SU AVAILABLE TO EXCAVATE HOLES TO THE SIZE'S AND DEPTHS INDICATED ON THE DRAWINGS, THE ELEVATIONS INTENDED AND TO PERMIT AMPLE SPACE FOR JOINING AND AFFILIATE6 NO PART HEREOF SHAH. BE COPIED, Uil=LICATEp, DISTRIBUTED OR MADE AVAILABLE TC1 C. DISPOSE OF LEFTOVER EXCAVATED SOIL OFF THE SITE, ROOT AND GRO'}'� AND THRIVE FOR A PERIOD OF ONE (1} YEAR AFTER FINAL ACCEPTANCE OF THE WC)RK. B. ANY TREES OR OTHER PLANT MATERIALS THAT DIE BACK AND LOSE THE FORM AND SIZE ORIGINALLY D• ASSEMBLING PIPELINES: OTHERt OR tISED TO ANY EXTENT WHATSOEVER EXCEPT AR EXPRESSLY AUTMORIxF.0 IN WRITING BY 1EXAC0 INC. M, OR CORPORATION RECEIVING THIS DOCUMENTATION, HOWEVER OBTAINED. ANY PERSON, FIR 'SHALL BY V.RTUF. D. SCARIFY THE SIDES AND BOTTOM Or' THE HOLES. 2. BACKFILLING: SPECIFIED, SHALL BE REPLACED, EVEN THOUGH THEY HA"_ TAKEN ROOT AND ARE GROWING AFTER 1, ALL PIPE SHALL BE ASSEMBLED FREE FR'1M DIRT AND PIPE SCALE. FIELD-CUT ENDS SHALL HEREOF DEEMED TO HAVE AGREED TO THE FORCODING RESTRICTIONS AND THAT 7).418 DOCUMENT IMLL 6E BE REAMED TO REMOVE ROUGH EDGES ANEN D BURRS. HELD IN TRUST AND -ONFIDCE 3*)RJENICT OY TO -'4E PRIVATg USE EXPRESSLY IN Y AUTHOIED SY TEXACO INC. A. BACKFILL THE PLANTING HOLE'S WITH THE SPECIAL BACKFILL MIX HEREIN THF DIE-BACK. SPECIFIED C WITHIN 15 DAYS OF WRITTEN NOTIFICAIION THE OWNER, REMOVE AND REPLACE ALL 2. SOLVENT-WELD JOINT: B. WATER-SETTLE BACKFILL THOROUGHLY OR COMPACT BY OTHER APPROVED METHOD GUARANTEED PLANT MATERIALS WHICH, FOR ANY REASON, FAIL TO MEET REQUIREMENTS OF GUARANTEE, A. SOLVENT CEMENT AND PRIMER: FOR SOLVENT WELD JOINTS SHALL BE OF MAKE T R M `t B REPLACEMENTS SHALL BE MADE TO SAME SPECIFICATIONS RFOUIRED FOR ORIGINAL MATERIALS AND AND TYPE APPROVED BY MANUFACTURER(S) -I PRIOR TO PLANTING, SO PLANTS DO NOT SETTLE OF PIPE AND FITTINGS. CEMENT f:XACO REFINING k MARKfnNG INC. n SHALL CARRY THE SAME i7UARANTY FROM THE TIME THEY ARE REPLACED, SHALT. BE MAINTAINED AT PROPER CONSISTENCI' THROUGHOUT USE 3. SPECIAL BACKFILL MIX FOR PLANTING HOLES: B. COAT THE INSIDE SOCKET SURFACE OF THE FITTING AND THE EXTERNAL SURFACE i!fr14RC�TIP1�� N A. MATERIALS: OF THE MALE END OF THE PIPE WhITH PRIMER, THEN, WITHOUT DELAY, APPLY � I 30 PERCENT NATIVE SOIL ++ END OF SECTION •+ CEMENT LIBERALLY TO THE MALE END OF THE PIPE AND ALSO APPLY CEMENT ARCHITEC'"JRE • ENGINEERING • ENVIRONMENTAL SERVICE:; 0 II 30 PERCENT TOPSOIL LIGHTLY TO THE INSIDE OF THE SOCKET AT THIS TIME, APPLY A SECOND COAT 1550 140th AVE. N.E. E3ELLE✓UE:, WA 98005 (206) 746-4677 III 40 PERCENT NITROLIZED REDWOOD SAWDUST OF CEMENT ON THE PIPE END. O'IIQtJ► Iw JOHN W 140th AVJOHNSON, ARCHITECT AMES H. RAY, Gwt_ ENGINEER 4HL N B MIXING C. INSERT PIPE IMMCDIATELY INTO FITTING AND TURN ONE-QUARTER TURN TO r !. PREPARE THE MIX IN S?'OCKPILES ON SITE; GO NOT MIL' AT EACH INDIVIDUAL PLANTING HOLE. DISTRIBUTE CEMENT AND REMOVE AIR BUBBLES. THE PIPE MUST SEAT TO THE ••�. BOTTOM OF THE SOCKET AND FITTING. CHECK ALIGNMENT OF THE FITTINGS. F*4L FWMW NYMAkL ®ATR DA IF.: 22JAN97 � O 11. MIX THOROUGHLY. LEAVING NO LAYERS OF SOIL AMENDMENTS OR CLODS PRELIMINARY PLANNING )R EKY: _ A S TEEL BID I Z BLDG PERMIT APPR.; GENERAL BIO ` A A PERMIT REV'S Z 1290 SW Bu11 Mountain - - RML FI 2726.00 ftUP 97-0380 24 of 24 -' Q SIT 97-OOzB - SHEET CONSTRUCTION for construction Do not use drowino L4 1 2 3 4 5 7 1n 11 +>... �•� T.- L 1 unless initialed 4 15 1d 17 � IF THIS NOTICE APPEARS CLEARER THAN THF, OCT 51998 DOCUMENT,THF DOCUMENT IS OF MARO"NAL QUALITY. MICROFILMED S DMMIC A i�i�I��i�iyi I r�r�I I�ljI�I I�I�I�i��I�I rpt rl� } �• 111��I r�f�,►I I�I�I ""'---_ r��I��ft�� NIaI FNAOE 1111 BILIN ��'' 77 WW, �{{!{{{{ {n�lii�{ {{�{li{i{1ri{{Ir{{{IurrhH{ tr{t�riti rtnlrtrr rr;r�trn tiiilirtr ill{�lII{Inti+ItNltl�l�la11 (IIIINU itii�iltl gil�tlii 1t11fl1t11111I11i1 Ilic�l11I111tt�1flNlr►Iitit i11t�11PI ffir�ti rl�#rr� rrri� itr rir�tirt Irt�tli nrt1sr11 It1�rl1� lt I I I