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15900 SW 72ND AVENUE-2 p � +dMay u J ;•; �h 4, -9„fin 5S' ■ 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 1 1 1 12 1 13 1 14 1 15 1 16 1 1 7I 19 ,� . . A KEY NOTES: e3414'r.114 , 2.0 SITE WORK %Rcun;[`I IRE NORTH1t EAT P C' --- 119.20 Vt'ZION 11IU.DR. 2.01 REMOVE EX15'TING CONCRETE CURB GRI,.St(4M.OR 97080 7'EL, (5 03)558-8424 5' MIN, SEE NOTE 5 ROW CURB JOINT -- O�\`.i 2.@2 REMOVE EXISTING PAVI MEN' FAX. (503) 658-4272 B I - 27, ( �O �� 2.@3 5AWGUT AND REMOVE Ex15T'G CONCRETE SLAB vlZ�'1) ROAD _ - i 1 1, �►� // f S 2•@4 REMOVE Ex15TING CANOPY, ISLANDS AND ��- I'ctcr 11. '�- - -=-- - =� '•'' ''• '• •• • _ DRI VE5LABL � � I = i ,,:,►, r �.--, _ 1 �r 2" OF 3/a"-o" BASERQCK OR��� 2.@5 REMOVE EXISTING CATCH BA51N + i �t,� f` ,tJ • COMPACTED SUBGRADE � f 201 OREMOVE EXISTING CURB a DRIVEWAY CONCRETE (�RI.SHANOIt C ---- C2.@� 5AWGUT ANS? REMOVE 45PHALTIC CONCRETE u� `� PAVEMENT COPYRIGHT c 2004 SIDEWALK ADJACENT TO CURB 3.J2 - IP�•m5 2.@8 REMOVE EXISTING POLE SIGN AND FOOTINGS � 3.01 „ 2.@9 REMOVE 1@" CEDAR TREE - �' MIN. ROW 3.02 D 13. 2.1@ ,• � � REMOVE EXISTING TANK SLAB I'`• i,l't1i Ji k0A0 ""t1' TII ® 2.01 2. 3.04 -='`^ 13.053.0 - CONCRETE An PAVING 2" OF 3/4"-0" BASEROCK COMPACTED SUBGRADE � 2'-0" MAX. AvE , 0'' 08 r , _ -� 11.01 - OVERHANG- TYP. -- 1 TO 3.@I EXISTING CONCFETE CURB TO REMAIN SIDEWALK AWAY FROM CURB Z 9: < _ aR N c{ e e t 0, �� GSE ��g 3.@2 NEW (o" CAST-IN-PLACE CONCRETE CURB PER NOTES: Q �- \\ 1301 30, 2.02 = . gOL� /� �- DETAIL I/CI / • 0 � `e,, 13.03 -� -11 1 5.03 i0.03 ��� / \ NEW CONCRETE DRIVE SLAB PER 5HT• TI M 1 NCP,ETI- SHALL BE 3000 P.S.I. AFTER 28 DAYS, 6 SACK MIX, SLUMP RANGE V, OF 1-1/2" TO 3". 208 /` ; \>'' ' .04 3.@4? � ._ = "�� NEW CONCRETE TANK SLAB PER 5HT. TI z 2.09 / �- i L. �,, e 3.05 NEW CONCRETE CURE AND SIDEWALK PER CITE O PANELS TO BE FEET LONG 2 `0'' APPROACHES 3.0 2.04 /;; I DWG'S. 0120 AND 0125 T�-15 SHEET 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY , ,, 6,, �, UTILITY VAULTS. '•WHEELCHAIR RAMPS, & AT SPACING NOT TO EXCEED a5 rEFT. I ��� o I •� f.. �\ l NEW 4'x4' 4" THK. CONCRETE LANDING Z N 3.01 O Q 000 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THS. SAME TIME AS THE _ � v' � � q _ -9 �I- � � 10_02 _ �„- � � � CURB, THE JOINT BETWEEN THEM SHALL 8E A TROWELED JOINS WITH A ',v11N. 1/2" RADIUS. ,; '� ' 3.07 NEW ASPHALTIIC CONCRETE PAVEMENT, TWO LIFTS Q ' v 1 V2 ' OVER 2 1/2COMPACTED THICKNESS _ .,' �('� 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE 2.01 ' ' \ / ' - 3.@8 NEW 45PHALTIC CONCRETE OVERLAY, (1 1/2" Ul �J 04 CURB IS USED OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. I \� �' / = r VW 2.06 s OVER EXISTING PtivING� r 1 O O OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCrii=S. co� � 3� `�, / �"' � 502 3.06 `,,/ - J I;. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWkNLK WITH 3" DIAMETER 3.05 Q ,25 -0 0• �� // 2.03 _ `� in PLASTIC PIPE AT 2% SLOPE. CONTRACTION JOINT TO BE PLACED OVER PIPE. X \ 1 / 16.02 - < 0 W U 4.0 MASONRY Q 3.02 2.02 Q 31 5 -g„ 5.03 4.@I EXISTING BRICK RETAINING WALL TO REMAIN V Z w O o "I"WAD By NO SCALE 2.01 �r.'I tW I 3.08 5.02 14 "• II C AcusnN P. DUENAS 10.01CONCRETE ENGINEERING DEPARTMENT 13129 SIR HAIL BLVD. Cfir ENONEER DWG. NO I G :•�', 0 1 , t I ncum, omwN•t2:a SIDEWALK Ifo.01 y . . 4 I _ .� vaa 903 639-4171 97223 MARCH 1998 0• 5.0 METAL Z Cly n ►�, 903 aa. »� - ' 5.@I �" T.S. BOLLARD TYR. OF 8 PER 2/T3 ��-- : : : : , cnr of ncA�a ---- - .. . . I DREDON .Pw�ov.E DATE �*� } 2.05 3.©8 5.@2 (o"-P BOLLARD PER 2/T3 51M. LJJ Z m � w 3.02 5.03 EXISTING BOLLARDS TO REMAIN, PAINT PER T< 'V` LL DETAIL 2/T3 WW ? • 1 1 _i z w -- u m q 3/4'' R - 6' EDGE 10 SPACES o 9'-0" EA. 90'-0" ` � Z W Z T - 3.02 - -- - - --- - 8 �' �---- _ 10.0 - SPECIALITIES -- � o _- - -_44 .1m„ 10.01 13.04 R.= 3'-0" - �' W • - - -J DRAINAGE 81 OCKOUT I 14 13 12 II 10 9 8 3'02 1@.@I PAINT 4" WIDE SOLID STRIPE WHITE AT ALL Q 6 -- - ___r- �'-- I, _ 6 5 �- O 3" I.D. PLASTIC . . 9� 0 STALLS ' i PIPE W/COUPLING �+-• (A Q - _ ►n 2.0I ::::: : - Ifs - I@.@2 PAINT HANDICAP SYMBOL AND OFFLOADING -� cr -V - - - :1�-- �; x:: ' _' Ro . A WHITE ON A.G. PAVING PER I/SP2 W Q 16" If 0 0 0 . 040 o . 2.0 0 ` . { rn y� 0 0 o o O .r .. .. . . .. . . . . . .. . ' ' . . . 1@,@3 NEW POLE SIGN PER DETAIL. v' T � o :r .. o D O ° n 2.01 1@.@4 RELOCATED ADA HC PARKING SIGN WALL a �QG O0 4.01 MOUNTED 6 3(o" ABOVE CONC. WALK O O OO Q . n n ■ 1@.@5 EXISTING PHONE BOOTHS TO REMAIN REVISIONS: 9H _ NORTH A Q� GENERAL MOTES SCALE: 1" 20'-0" 11.0__ / � PLAN EQUIPMENT I. ALL WORK SHALL CONFORM TO LOCAL AND STATE CODE II.@I EXISTING AIR/WATER UNIT TO REMIAN REQUIREMENTS, INCLUDING BUT NOT LIMITED TO THE CURRENT EDITIONS OF THE UBC, UFC, UPC, NEC, and UMC. NOTES' 2. I-40 WORK IS AT START UNTIL THE REQUIRED PERMITS ARE OBTAINED. THE 61t OWNER WILL PROVIDE A BUILDING PERMIT, TANK PERMIT AND DOE TANK. 13.0 _SPECIAL CONSTRUCTION 1 TRAVERSE EXPANSION JOINTS TO BE PROVIDED AT EACH POINT OF TANGENCY 04 REBAR REGISTRATION. ALL OTHER PERMITS SHALL ESE OBTAINED AND PAID FOR BY OF TH' CURB & AT OTHER LOCATIONS AS REOUIRED TO LIMIT THE SPACING GONG. CONT. m TOP THE GENERAL CONTRACTOR OR THE RESPECTIVE TRACE SUB-CONTRACTOR. NEW 42'x58' FUEL ISLAND CANOPY PER "T3 TO A MAXIMUM OF 20 FT. AND BOTTOM 13'x. �A CURB -I I 3. ALL LABOR, MATERIAL, EQUIPMENT AND SUPERVISION NECESSARY TO PROVIDE 2. TRAVERSE EXPANSION MATERIAL TO BE PRE-MOLDED NON-EXTRUDED MATERIAL A COMPLETE PROJECT, SHALL BE PROVIDED BY THE GENERAL CONTRACTOR 13.@� NEW MULTI-PRODUCT GASOLINE DISPENSER WITH A MINUMUr`� THICKNESS OF 1!2". GRADE I PAVEMENT IIJORK OR EQUIPMENT WHICH 15 NOT SPECIFICALLY IDENTIFIED OR SPECIFIED, PER SHEET "T1 BUT WHICH 15 NECE55ARY FOR THE COMPLETE AND PROPER EXECUTION OF II THE WORK CALLED FOR IN THE DRAWINGS SHALL BE PROVIDED BY THE 13.@3 EXISTING UNDERGROUND FUEL TANKS PER "T1 3 TRAVERSE CONTRACTION JOINTS TO BE SPACED NOT MORE THAN 10 FEET APART �� a•II• _ _ GENERAL CONTRACTOR. T WITH A DEPTH OF AT LEAST ONE FOURTH OF THE CROSS SECTIONAL AREA. �� EXISTING MONITORING WELL __ LL 13.@4 SAVE AND PROTECT DATE: 12--22-04 I 4. CONCRETE UREAKING STRENGTH TO BE 3000 PSI AFTER 28 DAYS, /\\\�����/�� ,\\\�� 11 - -_� 4, CONTRACTORDN�CONTRACTORS AAND �NN071FYLTHE OWNER pFITAl0�5, GRADES AND COORDINATED WITH OUNER'5 ENV(ROMENTAL DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK IN QUESTION. NL CONSULTANT. 5 DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MIN. OF 2 FEET j\��\ //� I� j // //\�%j� EXTRA COMPENSATION SHALL BE PAID THE CONTRACTOR FOR WORK WHICH SCALE: AS NOTFh AND MAX. OF 3 FEET FROM PROPERTY LINES. /\\/\\� MAY HAVE TO BE REDONE, IF SUCH NOTIFICATION HAS NOT BEEN GIVEN 13.@�✓ EXISTING VENT RISERS TO REMAIN \ \/� DRAWN: DAti 5. THE CONTRACTOR SHALL PROVIDE ADEQUATE SAFEGUARDS, SAFETY DEvICES, PROTECTIVE EQUIPMENT, SAFETY PROCEDURES AND ETHODS TO PROTECT THE CHECKED: P H K LIFE, HEALTH AND SAFETY OF WORKERS, SUBCONTRACTORS, SUPPLIERS AND «4 A THE PUBLIC ON ALL WORK RELATED TO THIS PROJECT, IN FULL CONFORMANCE 16.0 - ELECTRICAL JOB NO. 32 ) RE6 R WITH OSHA REQUIREMENTS. - -- 19D 24" O.G. 6. THE LOCATION OF UNDERGROUND UTILITIES SHOWN ON THE DRAWINGS 19 ONLY I(p.@I EXISTING POLE LIGHT TO REMAIN, PROVIDE NEW FILE: 320-c l 0 'p APPROXIMATE. THE CONTRACTOR SHALL COORDINATE WITH THE LOCAL UTILITY CONDUIT TO BUILDING %> COMPANIES FOR THE LOCATION OF UNDERGROUND UTILITY LATERALS TO THE SITE PLAN I6., S EXISTING EMERGENCY STOP WITCH NO SCALE SITE.- CALL (503) 246-6699 FOR LOCATES ^ AGUSTI!N P. DUENAS - ___ _ II C 4 6 T - ( I V - F L. A c {; ENpMEE�hNG OEPARI4ENT STANDARD , CONTRACTOR SHALL ARRANGE FOR ALL TEMPORARY SERVICES SUCH AS POWER, Ol-LIMON" DWG, NO 'l`>�+}• Na.w•o �O* I�, ���� WATER, REFUSE AND SANITATION AND SHALL FAY ALL RELATED COST AND OKOW 97113 " ���; •�„ MARCH 1998 C 0 r:C CURB 1 i DETAIL CHARGES. CONTRACTOR SHALL ALSO ENSURE THAT THE ADJOINING COUNTY 1� CITY ��GARO ""' ~'"'„' I --- � D� --- ROAD IS KEPT CLEAR AND CLEAN FOR DIRT AND DEBRIS WHICH MAY RESULT SCALE: 3/4"=I'-@" FROM THIS PROJECT. TIME OIL 11 2 6 1 4 J 1 6 7 1 1 - L EGIBILI tY STRIP 1 r I 4 -. '.. ..-. .... ,... ., , ..,_ ,. ., .... .. ... .. .. ..,, !T'. th,^?E*.. .... s,-�'Ak•!?MN+k.. .tt+i ewz'.NM'R a�.x. ,n?nmkr ..r,..w .,.�,, . ±.-t+R... .,. ,r �txm r. ,x. .. 5 .n . 1 i 2 I 3 I 4 I 5 I 6 I 7 I 8 10 1 12 1 1 t 14 " 16 1 ' 18 ! + 20 A 7 t UTILITY NOTES: WI.AIKc'INTI:c"lT'RFNUK771N't:tiTPc' M,O 9' 0 �O I ALL WORK ANG MATERIALS SHALL CONFORM 10 ALL LOCk- AMO 5TAlE CODE TEL. (5().3)58-8424 � REQUIREMENTS, INCLUDING BUT NOT LIMITED TO THE CIJRFrENT EP11 r F THE U.B.0 FAX. ,-'� -` 77" ��- AND UP.C. AS WELL AS THE REQUIREMENTS OF THE SERVING UTILITIES. ��, (' 2. CONTRACTOR SHALL FIELD VERIFY ALL HORIZONTAL AND VERTICAL LOCATIONS OF `� Peter 11. �+ EXISTING UTILITIES. CONTRACTOR SHALL AL50 COORDINATE "JITH THE SERVING UTILITY Iia tlIt!. I� O�1 COMPANIES FOR ALL CONNECTIONS AND SERVICE REQUIRMENTS ll 3. ALL WATER SERVICE WORK SHALL CONFORM TO THE REQUIREMENTS OF .HE LOCAL GRfWS�iAtOR WATER DISTRICT, WATER LINES SHALL BE TYPE K SOFT COPPER WITH COPPER OR S CAST BRONZE FITTINGS. FURNISH AND INSTALL BACKFLOW DEVICES AND vAULT5 AS � . ,W• REQUIRED BY WATER DISTRICT. 1F 4. ALL SANITARY SEWER WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LOCAL COPYRIGHT 2001 SEWER AGENCY. SEWER PIPE SHALL BE PVC A5TM D 3034, INSTALLED WITH AN 18 GAGE GREEN INSULATED TRACER WIRE. OIL WATER SEPARATOR 544ALL BE BY UTILITY VAULT 660 CPS RETRO. FLO-STOP vLAvE 15 AVAILABLE FROM ENQUIP (918)599-8111. 0 5 ALL STORM IN LOW SHALL L1-1 DRAINAGE DIISTRIICT. STORM PIPE SHALL BE POvC ASTM D 3034THE E CATCNTS H BASINS SHALL- BE ID GAGE ASPHALT COATED STEEL WITH CAST IRON GRATE CONFORMING TO H-20 LOAD 5TAND,:RD5 PROVIDE BOLT-DOWN LIDS AT TRAFFIC BEARING MANHOLES OVER ALL CLEANOUT5 IN DRIVE AREAS 6 EXISTING ENVIRONMENTAL REMEDIATION VAULTS SHALL BE RESET TO NEW GRADES OR HAVE EXTENSION RISERS ADDED TO SET LIDS TO NEW GRADES COORDINATE WORK WITH OWNER'S ENVIRONMENTAL CONSULTANT el EXISTING MONITORING WELLS SHALL REMAIN AND SHALL BE PROTECTED FROM E \. `� #101 %\ DAMAGE. COORDINATE WITH OWNER'S ENVIRONMENTAL CONSULTANT. { CA ol fF_ z Q ! / ; a G cf) 0 .•lNz q Er IL co ,Y m 1 !� • � H2O LOAD Z Z � O BEARING ADA r `•� • , I f GRATE 28' +/- W O CL W Q a m CLEAN-OUT BAFFLE co :) H w/ 4 ' BRASS PLUG ' , 1 L I U) � RIM ELEV. w ",i— co Q U J cl- 4' C.1. CR D.1. Z Q f TO 12' BELOWO GRADE u n h w - _ INVERT ELEV. K - ----- --- ------- I 24" ROUND ASPHALT r. r --�rwr•trrrnr�rrr+rrrur`ure�rr�wr rrrwrrrrrr�rwrrrrrrwrr'rrrriir.rro'rrr* COATED 10ga PVC REVISIONS: STEEL BASIN NO HUB COUPLING I / - UNDERGROUND ELECTRIC CATCH BASIN °- - - - UN-KNOWN UNDER3ROUND L INE '-"-- -- STORM SEWER LINE 352P GAL,' DIAMOND PLATE, DOOR '�-- SANITARY SEWER LINE FUTURE COALESCING MEDIA Tv/TELEPHONE/ELECTRIG �— C,4i. N SITE LIGHTING NORTH INLET UTUT SHUT-OFF CIRCUIT 00 a, \ LITY PLAN GAS OUT - `''- "'-E �..•..•.••... TRAFFIC SIGNAL 4" SCH 40 PVC PIPE I 46-1 I M1E 12--22-04 I J L e t t C4 M N Ln _ I I �� SCALE: AS NOTECi L °° BRAWN DAY CHECKED: P H K 12'� JOB NO 32(-1 L 3 FILE 320—C 25 1/4" 21 1/2" 25 1/4' I UTILITY' 4" FLO —j STOP f VALVE OI LZWATER SEPARATOR UTILITY VAULT MODEL 660—CPS—RETRO P � C3 I> � 74E OIL. 6 _ ......- - - ..wr-.�a�na,w-n.�.—www+w.�.+-r••+.+......-r.��..-_+.wv.•...,.�r.r.«,............. ..: ..'...... L.. ,. ,.:. � ern.w•+w.-ww•..Rww.+-...r..--•.n+...ine++-...-v...-..w+�w�-.. — ..,...-. w-..•rwv...'n.w.+.w+.+�wnlMrw.+. 1�.nMw•rrr..•w.•••w.-+•MRnm rr'rr..+e..,.r .. ., _.. -._.. �X..^`�IRY1mRM++�I.a W'nnAR -.,;. ,,. ::;. . .. :., vb:m:..:.....-swONwn4+W!+w+OM+•,•.Yr9- 1=;.;i�e.—:.:a..+N(AIA�1l4Wcr�+A rill ILEGIBILITY STRIP I I I I Inl�liil nniun nilllln 11ii� In liil'illullililllilllniiililiul;ll111i1n11 5 F I I 112 113 Id h 17 .8 19 20 21 22 23 2d 23 28 27 28 26 30 x I 1 OI NONI Q IOC �r. � l l l l ►1+�>1r .1,�1�1 1 ,► 1► a 11. �1 �. 11111111 , J.lti I ILliL441410a 1111111 0 400 1111110 1 ,� Iia,,._ .�.; ;�.,•�; w I I g I 10 l 11 1 1 I 3 1 _ ' 15 I 16 I _ 1 t �..._....., .. _ .r i 1 1 2 1 3 i 4 1 - �s 6 -�,-''-� at ( '� � r / , �1. r i �I r`" 'I ['i �1 � '..►"",�t "trrc.'Irr��a�rtuu'.;ro�nr►t t':r A I t1JUtb,%L"ZI0N ,,j.nn. ('in 1��� b } <,, ,le (irr.E.SHAI.Oil $70,30 ----� V ... ��C� 1 1, 5 ._ s� �. I TEL. (503)558-84; FAX. 503) 658.42; t1i1�'4_D7 A ( P1. I 1719 rp It � i 'I 8 c' r� + I I G9w �' I' L.1 " • � I j' I s.y rrlJ� ('t C �' � � _' ill 7L ' 1 J . iI Ali "�'`� ', E�"1 't J COPYRIGHT©2( { I t �I a' 'M BY ARCHITECTURE NORTHWEST i C 7�DED) �� � ! J �II \1 1 ✓✓" ALLTHIRIGHT WAY EBEEO.N O UCI PAR "�+► �.,/ �r i I ��� d 1 ,�'� B I 1, �� A THANSMMEO IN ANY FORN OR FL I .rI �HAt��L INCLUDING C OR •"/ � �, w PHOTOCOPGING, CONFUTER DATA I 3 II n OR BY ANY ,NFORMATION OR j' STOWE RRR,EVA1. SYSTEM, Ex MAY BE EKPRESSI.Y PCRMITI "'� WRITING BY ARCN;tECTUR[ �— .� • D I Ij,Y �' NORTHWEST P.C. THIS WORK IS Irr ' /' !��I SUBJECT TO PROTECTION AS AN �' *ARCHITECTURAL WORK* UNDER D �`� v I_ SECTION 102 OF THE COPrRICh G -1 [E / \ r ue.� p/ ` L-Jar.._ ACT, 17 U.S.C.. AS AMENDED `�,// • DECEMBER 1, 1fa9D MIO KNOW? NCtiRTM PROTECTION RACYAL WOF11p90 0G o .._ � l O `� Nt E h�� M\IG INDEX SCO�, O WORK K G�R REP',_ACE EXISTING FUEL 15LA NOPY. R_-USE EXISTING z G5 COVER gl-IFFY T 'SDS AND �A FI v �-. UNDERGROUND FUEL TANK5. RE-IMAGE EXISTING CONVENIENCE O t ti OFFSI SPIRAL 32' LT GI 51 T E PLAN 5TORE TO 5HELL STANDARD5. PROV;DE NEW LANDSCAPING AND rI �` m of CENTERLrNE TO M41NTA!N EXISTING LANDSCAPE AREA. BOON 1y ' CSN 6 '46'03" E, C2 GRADING PLAN a PER4.11 .� < 0 g � F ( U P I C3 UTILITI' PLAN LEMAL Lwo#l:�c'1j 0jN i �• °' Lr I L I LAND5CAPE PLAN .�. -� O f1 ti I I ,h UTIUrY STANDARDV N R=35 ,31 AI 5U!LDING ELEVATIONS PROPERTY ID LU250Z`:Br75 g � i� _ f 1 0-17' 4'13' O N 11: H20 METER � �„r/ LafOS 4I' � Ti TANK AND PIPING PLAN � LL ` p LOT IaW, %a"E 1/4 OF THE 5E 1/4 C-N 9'48 20 E, LIGHT SrAIY ARD 4c T2 TANK DETAILS T SECTION 12 t O11,�(SH(P 50UTH, fn O G 10 .00, �6•�� TRArISFORMER � y,o� T3 CANOPI' ELEVA7ICN5 RANGE I U,r=ST, UIILAMEr T E MERIDIAN, � F- 4- ANG CETAILS JJA5HINGTON COUNT", OREGON LL f F-40,00' ITiAFFIC SIGNAL P(K£ W . ,., �/� T 1 �� 5Ir.ANC�PY STf�JC ,URAL mONITORWG LCT DATA C�78 52 02 �'" � /�'� L�55.06' 2'x1' ^.r,' P I -- .•-.•.._.. C-N 39'004 .75" E, -` R jI 0 .. - �' t �." uj t - 50.82' �/\ �j KE'LL ZONIN(S GG. GENERAL Ci�ERCIAL H CRQSSWALX SIG lA. PC X j F, Z0 6 %1'? ��� Co 2.9'X2.5' hw. �P s�''! MORO � � � EXIBTIM1Y BETE AREA �1�9I e� 1ti CI, vENT171SER5 EXISTI.W3 LANDSCAPE .AREA X Nc ®� � 1 Vi > Oi�1 t A 1 1 R �UTfUrY C� \ m 1 PROP09cD LANDBCAPF AREA )1069 co 11 VAULTS y� ® CRE 0LJGHI' STANDARD (5D3) 234-3mmm EXIOTINCa CANOPY AREA I'm I co 5F r ® PROPOr EO CANOPY AREA 2,436 8F � Q ' p Z <e ® P o EX18T1NG BUILDING AREA 3,193 SF "�" O EXISTING PAVED AREA 2tib,814 , D Q n YOU DI (n CALL BEFOFE i1 ~ , N Q N PROPn9E D PAVED AREA 20,613 U. U� M�NITIORI G 1 cn $ WEU ..� N w UMES -NO��CA ON FA}QlCihtG 6PACE8 I ADA. ,,z �. 0: Lu P r -� NEW CANOPY "t �G � � CENTER OC,GUPANG � 0C:L FANCY - EXIST'G. C-8TC4c N sj GU ,,Q{ METERS m (Sm3) 246-6Ca99 o ' r„0• ` Ght� I C,C,)tJOTRL':TiON TYPE - CANOPY II-A Q. 0 - 1 Its* Q' 1, C0145TRlJCTION TYPE - BUILDING V•B REVNSIONS: K I 04,40 VALW�x 1 4 I _ P ,✓OAST ��* / o o XISTING �%LAROShr� r E _STORY CONTACTS 1 = I T D 1 x X3uArte I x � ,4RCN(TELT L 2' �' ARCHITECTURE NORTHWEST P.C.� c.r, o r , IIS?•m SE ZION HILL DRIVE OR 9'1080 P, l s PAD CONTACT: PETER KAPPERTZ - R-a9�,00' _ 1a3) 658-4212 =�2t7519030 2 O'” 15� / Q NOTE: ALL -SITE CURB � A\ SHOTS ARE 'A' FACE & GUTTER, MONITO•WNC ` 15Q�3) 558 2 Fax 15 .._... M CSN 06'04'55" E, v / 0 109,95' a _; P ��� wt it z ' s M CUJNER: ant 12•-22. '� yQ h� .5�} x TIME O;L COM?ANY _--,....-.----- — P P.G. F30X 2444'1 �.c�lr: AS NC SEATTLE, UJA "8124-044"1 Shp j 6' LONG CYvQ"RING r ORbN►t N / - 24- DIA. C.I. PARKING CURBS 159.46 r!) I �� rte, w,LL� ,� CONTACT: JOHN SANDHc� - Ku 7r PLAN TER >�ANrxa --- 1206) 285'-2400 x326 FAX <.'106) 285-w'639 CK0k� aownu�• (- G ICN• ,m 40• �►--`.., S 89'31'56•' W 202,17' FUEL 51•JTE�'i ISE t �� CITY OF TIGARQ 1 9 NO TH 1. ENY OA Ch BUI�ING EXISTING Approvod........................... �' KAPPERTZ DE51GN CORP. , ftLr 32Q I a e N CO" BUILDING Conditionally Approved.... . . w ( 1 I MP n .l N,1.11' B For only the work as described in: •• • • • • • ••• ; P,O. BOX '107 COYER PERMIT NO. lS " �LO, - 30 pGE PP/159i W/GUY ANCF40R See Letter to: Follow. GRE3�A , R oJ dUNDfRGP0UN0 Att icn . . . . .. .. .. ....... .... ... .. ( 1. CONTACT, PFT�R KAP"ER'Z � Job N0rWT 558'•9622 FNX 1503) 558-1123 �;,,� �. _ ♦ • * ••• • • a • �� .' _ 43y: WE PL4N . __._----•—'-- 9GAL I {' 70`0' Uhl. 20 . . .. 14 . . • . . . � 3 Now ri ,: ::; ?.ti—�;A+dr';�+^."T'•.'r:` a'�•p�;'.•.. � tf!Wn SWwArR'.6 —'. . a,,at.. ,, i.. - q I.FGlB{t.i� l STRIP I'6 117 I1© 19 20 21 22 23 24 25 2,: it ..,SNI 4W OF , OZ „A L 2 3 4 5 6 7 8 1 9 1 10 11 12 t3 14 1 1 , 5 16 17 15 ? 9 20 A IPE-MCaaLEUM E-OUIPME F NOTES I. ALL PETROLEUM EOU PMENT SHALL BE INSTALLED IN STRICT ACCORD WITH I �! MANUFACTURERS' REC'UIRED ASSEMBLY PROCEDURES, WHERE NO INSTALLATION /� u PRACTICES ARE PRESCRIBEO, INSTALLAf10N SHALL BE CONSISTENT WITH INDUSTRY STANDARD, 2, EXIc;ING TANKS ARE OOUBLE OVALL, FIBERGLAS WRAPPED STEEL TANKS. PROIECf TANKS DURING ALL. OPERATIONS TO ENSURE INTEGRITY OF THE �..,. / O r , ice �% � SECONDARY CONTAINMENT SYSTEM, � r 3. DEAD MAN HOLD-DOWNS ARE EXISTING ON EACH TANK. KAPPER Z DEsa 4, ALL TANK RISERS SHALL BE SCHEDULE 40 BLACK PIPE WITH PVC WRAP, EXTRACTOR HOUSING SALL FLOW VENT VALVE THREADS SHALL BE COATED CORPORATION i WITH AN APPROVED ANTI-SIEZE COMPOUND. 11DW SE ZX)f%I H` 5. A BLOCKAGE/INTEGRI7Y TEST SHALL BE PERFORMED ON VENT LINES AND OPESHW OR 9;C � (503)I STAGE II PIPING PRIOR TO BACKFILL, _ TEL ( ) 558-9C U 6. EXISTING TURBINE SUMPS SHALL BE RE-USED, IF EXISITNG SUMP FAX. (5W) 558 TU to PENETRATIONS CAN NOT BE USED, THEY SHALL BE PATCHED TO ENSURE 1 vorT MGM / WATER TIGHTNESS OF THE SUMP, ALL SUMP PENETRATIONS SHALL BE AT NEW 8” THICK REINF, CONCRETE TANK SLAB.- �� 1 q o STRICT 50' ANG:.ES TO SUMP WALLS, AND PIPING SHALL BE INSTALLED N COPYRIGHT ®2 ' CROWN 1" AT MANHOLE COVER TO ASSURE THE CENTER OF PENETRATION FITTINGS IN A MANNER THAT AVOIDS PRESSURE by KAPPER'TZ DES:GN CORPOR, � DRAINAGE AWAY FROM OPENINGS, REINF, WITH #4 O �b AGAINST THE FITTING'S, SIDES, Ad WORK MurERAD.BE PA REBAR AT 16" O.C. EA, WAY, PROVIDE AIR 1 - 7. TURBINES SF:ALL BE INSTALLED OFF-C NT" c ANY MEANS, IN ATq FORM OR E ER IN SUMPS TO ALLOW MAXIMUM ELECTRONIC OR ENTRAINMENT (5-8X). POLYF18ER 1,5 " CLEARANCE OF PIPING INSTALLATION, YET PROVIDE FOR TURBINE REMOVA►.. FOR MECHANICAL. INCLUDING LI ,w � � � A/ ',D), Z4 � e`� , ',,•—'F ' � '/ ' / / PHOtOCOVYING. COMPUTER pA! ,® CHAMFER AT CORNERS 70 ` ' �� /� `� FUTURE MAINTENANCE. PIPE WRENCH SCARRING ON TURBINE HOUSING OR Fy ANY INFORMATION OR 4 �Ex�.A REPRESENTS AN UNACCEPTABLE INSTALLATION, s ORALE RE�EvAL SYSTEM, E ^ ,0 0 O 0 W MAY BE WPEgTZ PERMIT ' NEW U.G.U,G, FROST FREE WATER HYDRANT WRITING BE KAPRESS DESIGN, 8. A 1 1/2" B,t,LL VALVE SHALL BE INSTALLED IN EACH BRANCH OF PRODUCT T"IS WORK IS SUBJECT HI j (NA-FAM JR SMITH 05810-3/4" X 36" r TIOISPROWORK As AN ECT TIrecT + NON-ED W'E HYDRANT) PROVIDE BOLT DOWN `3-- » PIPING, VENT PIoING AND VAPOR RETURN PIPING. WORK' UNDER SECTION io2 O COPYRIGHT ACT, 17 U.S.C., AS I LABELED MANHOLE dt COVER � AMENDED DECEMBER I, 1990 w' KNOWN AS ARCH'TECTURAL WO Achod DUST1w. y. PIPING SHALT- BE DOUBLE WALL FIBERGLASS, 3" OVER 2" FOR PRODUCT E \ / 4»P ' P,PnO. PIPING, SINGLE WALL FIBERGLASS, 3' AND 2" FOR VAPOR RETURN AND cOPGaIc"' PROTECTION ACT o I � w O SINGLE WALL 2" FOR VENTS. ALL EXISTING FIBERGLASS PIPING SHALL BE NEW 3" FIBERGLAS REC RY (STAGE II) PIPING ( , '� !_- t �,.- REMOVED. ro� paE � 0 10. THE FIU_ AND STAGE I lAPOR RETURN RISERS SHALL BE UPGRADED WITH _ T 1 ENHANCED VAPCR RECOVERY SWIVEL ADAPTORS, CAPS AND SPILL-FILL r 3/4»M CCONTA'NMENT MANHOLES, Q / 1 t. ALL DISPENSER SUMPS SHALL BE INSTALLED SUCH THAT THE TOP EDGE z F 1"P -/✓ r i-7 i 07 THE SUMPS ARE 1/2" FROM THE TOP OF THE ISLAND FORM, SUMPS » !,I 3/ " '� ' _%_10 ' >` 17 SHALT SHALL BE FLAT AND LE/EL, CENTERED AND SQUARED WITH ISLAND FORMS. I SUMPS SHALL 8E CUT AND PLACED TO MINIMIZE OVERALL DEPTH OF SUMP. �� 1 L \ S a�,O�T q�• iRIIRII­ OL f O _ O � ^T 12, ISLAND FORM "REVEAL" SHALL BE A MINIMUM OF SIX INCHES AND MAXIMUM OF NINE INCHES. O ® 3/;."P 13. CONTRACTOR SHALL INS.-ALL ALL DISPENSERS AND RELATED EQUIPMENT, r� 3 INCLUDING HOSES, NOZZLES, BREAKAWAYS, AND BONNETS, STARTUP OF DISPENSER-RELATED EQUIPMENT WILL BE PERFORMED BY EQUIPMEN'i V CV �• o� 2' *4 WALLED nelt��» � SUPPUE"' CONTRACTOR TO FOLLOW UP WITH " G H READY TO USE PREPARAT ON J }� "�A`,"C0 rn% ■/ ,2• CA TRAM \ ' TO ENSURE THAT EQUIPMENT IS READY FOR USE, INCLUDING CD• , JC 1 ��' BLEEDING/FLUSHING PPODUCT THROUGH DISPENSERS, CALIBRATION, PROPER COMMUNICATION WITH CONSOLE, ETC. < � (LJ , t ° i 14, CONCRETE FLA? WORK; TILTED tvV1N WAYS AND/O12 LIDS WILL BE ,,r a. "F UNACCEPTABLE, PROPER DRAINAGE OF FINISHED FLAT WORK, PARTICULARLY AWAY FROM MAN WAYS AND/OR LIDS, WILL BE CONFIRMED BY A "HOSE AND N '"P »1"4 tOUAR FROMER* TEST ALL SURFACE FIXTURES,CRETE SPLASH OR RESIDUE MUST BE REMOVED I 1"c 1 LI � � I INS 5. ALL METAL GRADE SURFACE-EXPOSED MAN WAYS AND/OR UCS SHALL BE COA ILD TvITH Irl,lU CcjIS Or AN APPNUVED S',N1HL;'1C EQUIPMENT ENAMEL. a O FRO,SOMEPOR`IORN A O FOLLOWS-WOKUST BE INSPECTED BY OWNER OR ITScf) f � p - UST INSTALLATION, PRIOR TC BACK FILL ^� ( / KAGE TESTS OF PIPING SYSTEMS W - INTEGRIT`' BI.UC V T DRAWINGS OF ALL CONSTRUCTED 17. CONTRACTOR TO PROVIDE AS BUIL ��', e' CONDUITCOMPONOEHAI INPRECISE LOCATION OF PRODUCT AND VAPOR LIMES, c I E UNDERGROUND STRUCTURES. I 1% �G12 LL , 18. CONTRACTOR SHALL BE PESPONSIBLE TO INSPECT, VERIFY, AND PROTECT T 5 > ALL DELiVERIES OF EQUIPMENT TO THE SITE. FREIGHT DAMAGF MUST B •� Q 1 NOTED TO DELIVERY DRIVER, EQUIPMENT LUST OR OAMACED AFTER DELIVERYC 1 / r WILL BE REPAIRED OR REPLACED AT CONTRACTORS EXPENSE. �� � �- z I m = < Lu LL E U EDGE OF 42 :68' CANOPY ABOVE TRCAAL NOTES -� 1. ALL CONDUITS SHALL HOME RUN TO BUILDING UNLESS CALLED OUT, �g„ NEW 8" THICK REINF, CONCRETE DRIVE SLAB. { SLOP TO DRAINS, REINF, WITH �4 REBAR AT 16" O / 1 2. ALL LABOR, MATERIAL, EOJIPMENT AND SERVICES REQUIRED FOR THE \ / COMPLETE INSTALLATION OF THE ELECTRICAL SYSTEMS AS INDICATED ON THE O.C. EA. WAY, PROVIDE AIR EN"RAINMENT (5-87.), 1 \4a POLYFIBER (1,5i/YD), 24" CHAMFER AT CORNERS DRAWINGS WILL BE FURNISHED BY CONTRACTOR. O 3. ALL ELECTRICAL SHALL MEET OR EXCEED APPLICABLE LOCAL, STATE AND •- �� ,�� O ` FEOERAt, CODES. P,EVl5+ON5, 4, CONTRACTOR SHALL OBTAIN ELECTRICAL. ?ERMITS. ��. 5. ELECTRICAL PANELS SHALL BE SQUARE "D" OR EQUAL. O t 6. CONTRACTOR WILL BE RESPONSIBLE FOR COORDINATING WITH EQUIPMENT J _UPPUERS TO INSURE THAT ALL SYSTEMS ARE INSTALLED PER MA.vUFACTURER'S U / REQUIREMENTS, THAT THEY ARE FULLY OPERATIONAL AND THAT ALL WARRANTIES l� ARF, MAINTAINED, J 7• ALL CONDUITS IN HAZARDOUS LOCATIONS SHALL BE w/SEAL-OFFS AT 60TH I ENDS PER NEC, PORT" 8. ALL IRE PULLED THROUGH CONDUIT TO BE STRANDED COPPER, 12 GAUGE PIPING G PMINIMUM, eCALE, li8••►'-¢+ 9 ALL OUTDOOR ELECTRICAL BOXES, LIGHTS, ETC,, SHALL BE WEATHERPROOF AND MEET ALL CODES, I CANOPY L1CHT5 Dkm 12-2( , I. ALL CANOPY LIGHTS ARE 320w METAL. HALIDE SCOTTSDALE /SSC-S-320-P'SMV-PG-MT-WH-NO WITH SOFT LIGHT DIFFUSER ,0141257 SOLE: AS y Oft Joe 40. I G1C�Ils I r •• r 7 LEGEND F� 32 • i i i ' ►•r i • • ••• •• . p POWER ..' - T� + PSl ►� MONITOR . . C - COMMUNICATION • � � ••� � •,• L -- UGKTS AND SIGNS . . • . . . .. .. . . • � � • � I - INTERCOM . .. .. S - SPARE T - TELEPHONE - ----- I l LEGIBILffY S,'RIP - _ [= eI O 1 1 12 17, 4 1'8 17 le 19 20 21 22 23 24 25 26 2'7 28 29 30 e ` HINT • !OV �•+ 1 ! (..I 1111,_.I .I.[011,11111-11-111!,11,111 I'I, �� s I I III � �. I I- Lll I I� I , II Ij,l ILII Iii i ,r r' jY .. , ,,. w i.. .. I v :.r/' . wrI >r d." w 7..Min 4 w 9i►!Me'W',. . ... . . ., ..,, ..., ., , ... d.iStvN, ..►ATMA -r.'n.6M.. ,. '1'R ,'l�t�l` ,.. :. -.. . .. .. 'WS'!'f£ T.:: . ,T....$F . .: ,. 1" .,� , .. w• s ..x M. .M ,.,- .. � ..,. ,. .."� .*fix•. ,. '�. .. 'pi. "!"K°b.• Imo- R,'RA . NPI. I`WIIMY�K7!"1q"iIr• ...'"T.?p ':Hre't A},MM tt+... MI,'� rk' . ..- ,. ...,. .. .. . ::. _ ,. .. _ , �' '� .._. 'Zdl t ., :'!! ... �' '.:• � • , ' NsIM�Q!+Y"t�AIR'k �RI-two 1.. f �a 1 1 2 1 3 1 4 1 ---5l 6 I 7 I $ I l 10 1 1 1 I 12 1 - 1 , 14- I f NOT:ESSK r i - - o � I Z ,} AH0IN1.c'1bl'P.lv�l�'nrlc'r�rrc'. a ��. / r;��:r�ar•./don'rrur,rvc, I 00I riRt!,H:1Sf. V;'u•ur � ' c 2.0' REMOVE EXISTING CONCRETE CURB f11rTEL. (503) 558-8424 CURB �OINT 6' MIN, --- ----� SEE I.oTE S Row ?@? REMOVE EXISTING PAVEMENT F'A.l'. (503) 6584272 co SOON 2.03 6A4C.UT AND REMOVE EXIST'G CONCRETE SLAB RA _ _ _-.,.. --,-- VI =2.0 REMOVE EXISTING CANOPY, ISLANDS AND , u, 4 I • \ - DRIVESLAB , -2. OF 3/4--•0- BASEROCx C-2-0 53 REMOVE EXISTING CATCH BASIN rGor C`'`�� ?23 REMOVE EX15TfNG CURB i DRIVEWAY CONCRLTE ' COMPACTED SUBt�tADE � ''�'���' ^1 , :. , 2.@ J SAWCUT AND i�EM01/t ASPHALTIC CONCRETE �4 PAVEMENT COPYRIGHT 2 SIDEWALK ADJACENT TO CURB 1 BY ARCH(TECTURE NORTHWEST .. + W 2 C�8 REMOVE EXISTING POLE SIGN AND FOOTINGS LLL R WORK RESERVED. R ou+T OF 3L�2 THIS WORK 1MY BE REPRODU..ED OR TRANSMITTED N ANY FOR OR 9Y I ' � X2.@9 REMOVE 10" CEDAR TREE IA CHMAA�CAs: INCLUDING oa - ------- 5' MIN, ROW I L d ,, r 3�1 ` • PH01oC4PYIN0, COMPLTER DATA , 6•� ` sm2 3. 1 `. 2J@ REMOVE EXISTING TANK` S�.AB ST oY ANY TWEV& SySTION OR I AS AY E EXPRESSLY SYSTEM, ITTEO I �- 4 •"• NORTHWEST P.C. THIS WORK IS 13 WRITING BE ARCH TECTUREERN11TE0 IN ROAD - +•+� +""''•' :LIBAC7 TO PROTECTION AS AN I ;TML L.I - iirTT // 201 I� _ 'ARCHITECTURAL WORK' UNDER E 7�� v ,p P� J SECTION 102 Of THE COPYRIGHT ACT. 17 U.S.C., Ars AMENDED I �ID4 !�m•j DECEMBER t, 19K ANO KNOWN AS i 2' OF 3/4'-)" BASEROCK \ 431 ARCHITECTURAL Woaxs coPrRlcKr w� I C3.0-1) EX15TfNG CONCRETE CURB TO REMAIN PROTECT�N ACT OE1990 COMPACTED SUBGRADE f l '-0" MAX. AVE 0` �.a9 -3=i ►---+ / VERNANC.- TYP, /, 2 _ _ - o d ",,- To =-oNEW 6" CAST•-IN-PLACE CONCRETE CURB PERSIDEWALK AWAY FROM CURE 4; : r' a / . c� z'GDETAIL !/CI NOTES: • - / I 13m1 ,;• �, ?� r 13.03 �S,p3 3.ca3 NEW CONCRETE DRIVE SLAB PER 6H7. Tl 1. CCNCRE17 SHALL BE 3000 P,S,I, AFTER 28 DAYS, 6 SACK MIX, SLUMP RANGE 1 03 �� hP �/ I a• ��.� o -� - 3,@4 NEW CONCRETE TANK SLAB PER SHT, T1 OF ,-t/2 TO 3". AVID le / , i v ;\ 04 ,�; ,`\ , 1 , 3m5 NEW CONCRETE CURET AND 510EWALK PER CITY 2. PANELS TO BE 5 FEET LONG. Zm9 //tib I y!� ; 0• •� 10 `E� DLJG'S. "120 AND $125 THIS SHEET 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRI\I£WAY APPROACHES, 3m +, Zm4 ��: ��' �`` NEW 4'X4' 4" THK. G�ttCRETE LANDItr';, UTILITY VAULTS, WHEELCHAIR RAMPS, do AT SPACING NOT TO EXCEED 45 FEET, �� I`• I ,Q1 ,p 6` 04 =3D NEW ASPHALTIC COtiCRc T E PAVEMENT TWO LIFTS 4. FOR SIDEWALK ADJACENT TO THE CURB ANO POURED AT THE SAME TIME AS THE s .>.aa �, y y�yyyl �%'- ••�- 1�'�m'1 1 L2" OVER Z 1/1" C,0MPACTED Tiw IZKNE56 n- N CURB, THE JOINT 9ETWEEN THEM SHALL BE A TROWELED JOLT WITH A MIN. 1/2 RADIUS, ,� 4 y -9 �+•••• Z -Q _ %yam" k�'"i",�tG - 3,@8 NEW A5!'tiALTIC CONCRETE OVERLAY (1 1/2" y / E ' 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE !A�`,�� �" ' 2 / + -� �•m4 OVER EXfSTINCs PAVINIC,) < 04 ; CURB IS USED OR IF SIGEWALK IS INTENDED AS PORTION OF' DRIVEWAY, Z®I3 T OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS Or 4 INCHES. Z ' i �'; II' 3 '� �s GRI!0 EXISTfNG1 ASPHALT FROM 1 1/2" TO ZERO }C dro" • ` e /f amt 0 6, DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK 'OTH 3" DIAMETER '''' R Z5'-�' ' ' t I , _,VER A MINIMUM y W10TH PRIOR IO OVERLAY 3OS I / t Z.m3 W PLASTIC PIPE AT 2% SLOPE. CONTRACTION JOINT TO BE PLACED OVER PIPE. ,I / 1 T 16 A02 4.o 302 1 O F a },�'-9" 903 4Oi EXISTING BRICK RETAINING WALL TO .'REMAIN t �T-_ AM•Or1D II1M "0 scuf 2m! �;'' 3� 5,11 u. i • IP�mI DIMINCills•0 OEPAArw&T AB1131T1V P. OUCgA;I r I� - ,.I>e,.a w•�aw orr o•o••rt>, CONCRETE owc. ►�. xaMfl am" ,raj �18! �• ry , ,� ` '� OT- or TtcARn w•ic' ,°wl 931,4'r 'rii► WAnH T9" SIDEWALK 120 `�•' '_ `J ! �.� Al���._ ao" ..•Mora MIs ��" 1 „ Q L ± =501 6 T.S: 5OLLARD TYR, OF- 8 PE,� 2/T3 X 6"O BOLLARD PER ?/T3 61M, V 1 z 3AM ' =51-03 EX.iSTiNG BOLLARDS TO f ZEMAIN, PAINT PER x y. 3m9 DETAIL 2/73 I � w p� v co EDGE w 4 �"' 3/4" R i-6 10 SPACES • g'-P�' EA, " � � � z `� � tmml 13m�� R■ 3 -?� II 3m2 , � � z . 6 3.02 Y�.� c� • J -- DRAINAGE 8LOCK011T t I 10.01 PAINT 4 WIDE °OLID STRIPE WHITE .IT ALL Q P fi _- �- ./-- _ " I, a 14 !3 1i� III m 9 U a-n 3 I.D, PLASTIC �� ® "1 !! t1 STALLS F PIPE W/COUPLING . .4 ,. .. 1 A UL f :�:•:•: :; ,0.02 PAINT I4ANDICAP SYMBOL AND OFFLOADING +C» LIJ ��•' !o ;�: WHITE ON A.C. PAVING PER 1/5P2 - • • • IV -_ ...r1�[['1.+L '.ti+.Y t.ti V.•.ti'I Y.1YY.'�YY.��• �:.:.J l.-�__._..-_.--JI�.�.•.•.•'•• 'f.::'. ' 1. C, • �o • p =100a 40 NEW POLE SIGN PER DETAIL O ° � I �a,ral I ' r � 10.04 REL SATED ADA HC PARKING SIGN WALL < O O DO I 4m► MOUNTEU,* 36" ABOVE CONC. W,_< G o , O 41 10,07 EXISTING PI-TONE BOOTHS TO REMAIN ® ! RE�ViSIONS: I 1,_ 9' •__.� NORTH s PGENERAL NOBS i9.0_w ' I, ALL WOR< 6HALL Cc*JF0F;ZM TO LOCAL AND C i'ATE CODE ©I EXISTING AIR/WATER UNIT I O REMIAN If REQUIREMENTS, INCLUDING L13UT NOT LIMITED TO THiE �� CURRENT EDITIONS OF THE UBC, LP'C, UPC, NEC, and UMC. ,. NOTES 611 2. NO WOW IS AT START UNTIL THE REQUIRED Pt sZ`I1T6 ARE 015TAINED. IH �vS - II �'r- - "4 REBAR OUJNE DALE PROVIDE A MILDING PERMIT, TAN ' PERMIT AND DOE TANK �/ 13.0 - 1. .0 y 1, TRAVERSE EXPANSION JOINTS TO BE PROVIDED AT EACH POINT OF TANGENCY � RFJGISTRATICN. ALL OTHER PER11ITS SHALL 0E 08TAINED AND PAID FOR \ �� OF THE CURB dt AT OTHER LOCATIONS AS REOUIREO TO LIMIT THE SPACING CONE, ,;/ CONT, 0 TOP THE GENERAL CONTP?ACT01Q OR THE RESPECTIVE TRADE SUB-CONTRACTOR ' �� � , TO A MAXIMUM OF 20 FT, NE1.iJ 42 x58 FUEL ISLAND CANOPY' PER 'T3 CURB AND BO I TOM 3. ALL LAe4,R, MATERIAL, 'EQUIPMENT AND 8UPERV161ON NECESSARY TO PRO)el v\ .4 COMPLETE PROJECT, 6HALL BE PROVIDED BY THE GENERAL 0ONTRt,GTO4ct Q 136 2 NEW MULTI-PROD'1CT GASOLINE DISPENSER - 2. TRAVERSE EXPANSION MATERIAL TO BE PRE-HELLOED NON-EXTRUDED MATERIAL WORK OR EQU PMENT U,NI H 16 NOT eeECIFICALLY IDENTIFIED OR 9PEGIPIED, WITH A MINUMUM THICKNESS OF 1/2". GRADE •' r-PAVEMENT OUT WHICH 16 NECESOARY FOR THE CICI I'" ETE AND PROPER EXECUTION C+' C PER SHEET 'T1 II THE WORK CALLED FOR IN THE DR.4W!NG6 SHALL 5M PROVIDED 15Y THE T 3. TRAVERSE CONTRACTION JOINTS TO BE SPACED NOT MORE THAN 10 FEET APART 130 EXISTING Ll'\1DERGf40UND FUEL TANKS PkR 'Tl II t GENERAL CONTRACTOR. ` WITH A DEPTH OF AT LEAST ONE FOURTH OF THE CROS', SECTIONAL. AREA. ��;\ ,\ ; \ \, �-��• .' -._._.. --=-� 13.@4 SAVE AND P1�OTECT t X13TING r`�catvITORING WELL- 4. CONCaETE 9REAKING STREN��TH TQ 8E 3000 PSI AFTER .'.8 DAYS. \\ \� � ,\\�� 11 _ 4. CONTRACTOR 6HALL. VERIFY AND C�FIPC`I ALL FIELD CONDITIONS, GRADES AND COORDINATED WIT4-! C�i1r-XI5TR'S Ez ",0N[7OR WL IJ�TEt 12-22-'04 -- DIMENSIONS. THE CONTRACTOR SHALL NOTIFY THE OU.W OF ANY GON6ULTANT. I` 9. DRAINAGE ACCESS THRQU�H NEW CURBS SHALL Ear PLACED A MIN, OF 2 FEET I I\\/\ 1'� \ r C��T\ DISCREPANCIES PRIOR TO PROCEEDING WITH THE LL10R1C IN pUF9TIOIV. NO sr.�L� AS NOTED I' AND MAX, OF 3 FEET FROM PROPERTY UNES. /\/ /� ' IL %\� / //� EXTRA CCMP*t•ISATION bH1ALL M PAID THE CONTRACTOR FOR. WOF:bC UJHICIa 13@5 EXISTING VENT RISERS TO REMAIN II + MAY HAVV TO DE REOCNE, IF SUCH NOTIFICATION HAS 1,151 SEEN GIVEN. II DAY THE C474TRACTOR SH'IAI.L M'ROVIDE ADEQUATE SAFEGUARDS, SA-ETr' DEV eLFS, PRW�TE,;TIVE '(OJIPMENT, S*r-;11' r1;Z<nCDUIRE6 AND METHODS TO F"ROTECT THE i , I�ECXL'DIt PHK K LIFE, HEALTH AND SAFETY 0,= U1Gf.ERB, SUOCOITRACTORS, SUPPLIERS AND f 04 RE13AR THE M15LIC ON ALL UJORK RELATED TO THIS PROJECT, IN FULL CC`W<>'Rf'1ANCE 16.0 � Joe Na 320 r WITH OSHA RECUIREMENTA, � 24" O.C. 6, THE LOCATION OF UNDERGR UND UTILITIE6 6HOuN ON THE JRAWIW56 16 ONLY lifo.t�i EXIgTIr,v6 POLE LIG+47 TO REMAIN, PROVIDE NEW FXL 320-C1 At'f'RIDX"t1ATE. TWE CONTRACTOR 6HALL C001I4ATE WITH THE LOCAL UTILITY CONDU;T TO BUILDING _, - , _ ••... COMPANIE6 FOR THE LOCATION OF UNDEWj#kXND UTILITY LATERALS TO THE �� '� •� "o WALE I1 I6 ®? EXIST1`14"i EMERGENCY STOP 6ufl'"H 61-E.- CALL (SOS) 246-66°.19 FOR LOCATES d��MO DErA"f1p1 STANDARD 1. CONTRACTOR SHALL ARRANGE GOR ALL TEMPORARY 6ERVICES OUCH A6 POWER Tse is I•A►►a•a �-o^'� y� �� �. I 1 PAY ALL RELATED COST AND � • �.r. an�al„u, 25 �_ ONC. CUR�3 _C�� T>�, IL • r {N`�•-•Tait w�a �11M ! CONC. CURB WATER REFUSE AND SANITATION AND 6AaAi... •• �� p/,111pAlp. CI-IAF%SES. CONTRACTOR SHALL ALSO ENSURE THAT THE ADJOINING COMITY T wwlo►..��R ^ !ROAD 16 KEPT CLEAR AND CLEAN, FOR DIRT AND DEEMS UPICH MAY RESULT �! • --� (� 6CALE1 3/4"•I'-m" fIR01.1 TWIS f"OJECT, . • ; ; TWE OIL 6 -7 ' I 4 I I I17 I II 'T _ -1 1111 1I I I I I1I 1 1 1 1 1 1 1 f I I I I I I I e I�, s.1��,0+;51[w�11191wai v.ra�iTlpwa, ilkiTYiIUwNwlfas , ' I I I ' I VIII II III II tl II1i11111 111111111 1111111 11'11111 IIIIIIIII'III'IlIII 11111111! 111111111 I IIIiI+' +'!illi!! Vtil!Iill 111111111 Illtlilll li11111Y1 Y1111111i IIIyoI l'oi I ' I I LEGIBILITY STRIP _ � � � (�astwa��l � nl�ull ull 6 10 1 1 12 13 14 1 I® 1 IDI IA 20 21 22 23 24 25 2E 27 28 29 310 HDNI � ,.,.,.,.-.-,~ate»,«,. •,,_ .: Moo , . .. .. �_., � , . , � '� d9 . .y` itlVl •.x.e�,`"'. i!W^: .Y ..IW[-h� ,.a,,, JY, t!I. 1. Y'b4'I+..e ;1,•fe�14 �..,b ,., .:.. _., ... . ... r.,,: -.r .... .,.. ,..:....ew,....�. :.LULU:..o....:•tw. o; i IMKk ., w�ryA!��M•�,.{y..�_.+pyr+ * '+wAm, 'M*.r?.rx .,+' L., i h mom r . 1 � 4 � h � 7 8 9 10 13 1 14 115 ! 16 1 17 1 18 I 19 20 ` . --_-_ _---\ [[♦�� �r ^_moi/rY1� � - „ l'/� 1( �Ti' ♦ i _ �. I [I`Q � Iwam.�i 1._-) ' 9 I ,• ,11-. � ; —c' �,�Il / '� if,AIiNC '''. fE , 'von». ,y c �� T'` PM D � ('HITECI'UNE NORTHWEST P l.' ' I!930 SE ZION HILL UR, SitWSIFYiI Pd -'�' ' 4 GRF.SHAAf,OR 97080 Lj TEL. (503)5.58-8424 TAX.L= 77 i n rl Affl T[Ap' �- �� � � ! IW 'w ��/ '] ••P•.WTC•,I.,C (�� '� 1'cTCE f�- / I ;l IT E , w L7 6RF:S11 Ai1i c ::. �-,r* L I mo- Or G DD H � COPYRIGHT 2004 �� l J --- �i% J' I �P UY Ah URE NURIHWEST F 0(,"--) I n� / P ALL RitRESERVED. NO PART , 9 - - rirI I �:r- Y �� , r i THIS wuRK MAY BE RE'PROOUCEU ' b & TRANSMITTCO IN ANY FORM OR BY e' Y ANY MEANS. ELECTRONIC OR MECHANICAL, INCLUDING n I Q+ Cr PHOTOCOPYING, COMPUTER DATA �� h 3 4e OR BY ANY INFORMATION OR _ ---. .-_ - -- -- ------------ ---'- ir., / Y `. STORAGE RETRIEVAL SYSTEM, EXCEPT r AS MAY BE EXPRESSLY PERMITTED IN go✓� o•7 -`�k ) F' t ; I f WRITING BY ARCHITECTURE { 9M � .�+ •n T { �� - NORTHWEST P C. THIS WORK IS D SUBJECT TO PROTECTION AS AN ��'� I ` x 0 7� "ARCkliTEUTURAL WORK" UNDER 0 C/ `" w �.. I % y 1'I -M ACT, UC OIOFHCOPYRIGHT \lJ/ L O - 1 _ L__ S ASAM i LC DECEMBER 1, 1490 ANOD KNOWN AS NORTH \� `� l ARCHITECTURAL WORKS COPYRIGHT I VICII \IT� IYI�.P ��-�r,rf•- � 1� I;' j PROTECTION ACT OF 1990 r 71. F�0 0 DRAWING INDEX SCOPE OF WORK RR GS COVER SHEET REPLACE EXISTING= FUEL ISLANDS AND CANOPI'. RE-USE EXISTING z UNDERGROUND FUEL TANKS. RE-IMA-E EXISTING= CONVENIENCE O0 N �, OFFSITE SPIRAL 32' LT SITE PLAN STORE TO 5NELL STANDARD5r P�zCVIDE NEW LANDSGAPING AND w y ,h. (SOUTH OF CENTERLINE F PER �, / C=N 6 '46'03" E, C2 C;RADING PLAN 70 MAINTAIN EXISTING LANDSGAr�E AREA. �•• z N vv- �) P 4. 11 G3 UTILITY PLANO Q 0D LI L,4ND5CAF'E PLAN LEGAL DESCRIPTIONF__ z z -UTILITY STANDARD O R=.35 _3 l' Al BUILDING ELEVATIONS U� D=17' 4'13" H2O METER PROPERTID LJ25OOe5 U cv t• htia L=106 41' R TI TANK AND PIPING PLAN U 6 0 —1 1 �- --- C=N 9'48'20" E, P LIGHT STANDARD* '.-. ' LCT 1800 SE 1/4 OF THE C'E 1/4 � G 10 .00' 6 4,1' \ T2 TANK DLL ETAILS SECTION i2 TOWNSHIP 2 SOUTH, Q I , L 1G TRANSFORMER T3 CANOPY ELEVATIONS I � R-40.00' TRAFFIC SIGNAL POLE I / AND DETAILS WASHINGTON COUNTY, ORECzONIDIAN, 0 I �1 C) D=78 �O d L=55.06' P �/ MONI TORING `r O 1 C=N 39.04'25" E 2'x�' C. a ` C JECT DATA 50.82' WELL _ — z r .. ., �J ' H CROSSWALK SIGNAL POLE �/.fie Y ''' - �� 1 �LTRO' RECYCLING CLING ZONING GC GENERAL OI'7l"lEF3C1AL ,�T,.,,/ (`,pCi'? �-' 0 !" p�° h�P i 1� O 1Ir��FtA Gf C�: :.. _. ...-` --- 1 <j� 02.5'X2.5 h� P S c% 1 INFORMATION EXISTING SITE' AREA 34,391 5F � _�� VJ z ✓ENTRISERS ( Q ♦ V .. x (51�3) 234-3000 EXISTING LANDSCAPE AREA 7,0fo2 5F � ,'r ; L..;.: , uriLlTr \ OO T t _ — -_ PRCF'OSED LANDSCAPE AREA TOC-3 SF I . ; � : :�' LIJ ,t �\ VAULTS 11 S C R E -•- - `;(f`i:i •Icrlii!`113 M 1 X LIGH r STANDARD 0 ID ,� o - EXISTING CANCPY AREA !,291 SF ❑ �,,_ �: - ''- ''�" ��� - �y6D 0 0 PROP05F_D CANOPY AREA 2,43(o SF ' ® CALL BEFORE YOU DI�..�i EXISTING BUILDING AREA 3,153 9F �1' _j � Z s� ® O UL w ��s�� ° UTILITIES NOTIP .�ATION / Ir_ EXISTING PAVED AREA 20,824 5F 4 s �"- I Q - MONITORING / Q < = O C) ;� WELL �� PROP05ED PAVED AREA ?0,613 SF J z t>o CENTER W U— CID U) p Tv PARKING SPACES (503) 240-6(o99 - W0) 0 OCCUPANCY NEW CANCPY M � �� •�'�' hh z G Q PGF r (n F— o O 0 METERS OCCUPANCY - EXIST'G. C-STORE M L1 5° �:' C.O. �./ ci' 5 G v CONSTRUCTION TYfmE - CANOPY II-APDX Z FA 1 f,2U VALVt �x w,Aosyo 1 CONSTRUCTION TYPE_ - F3UILDING V-B L MP Posr �� A TING �._...___ . REVISIONS. BO LARDS y�P o x E XI — - (TY ICAL) a PQz ! S TOR Y' z gLJILDING PROJECT CONTACTS M.AILB X m DIOI a ,s� F' 2'X3' �l cr P, � � ARGNfTEC 1 ARCHITECTURE NORTHWEST P.G. \� o� I193O 5E ZION HILL DRIVE R=490 00 � GRE5HA`1, OR 971080 oNc. CONTACT: PETER KAPPERTZ ------ - - 0=12'53'03" °j �� P0 PAD . M L=11019' _O ,h°' Q NOTE: ALL UN-SITE CURB � ------' --�"" `' C=N 06'04'55" E, c, C C SHOTS ARE AT FACE & GUTTER. 1 (503) 558- 109.95' ? 11 j ,� P�� MONITORING 8424 Fax (503) (058-4211,21 WELL U _ � OWNER: h TIME OIL COMP/AN'T' IIatE 11--22 -04 Abb M I I P.O. BOX 24441 r ,h 6' LONG ON/TORING " SEATTLE, JJA e8124-04471GALE AS NOTF� 024" OrA C.f PARKING CURBS a 159.46 * `� BRAWN: DAY I WELL = TOP WALL �. CONTAG . . JOHN : ANDHOF' PLANTER PLANTEF' .� .. —�� ( 206.) d85-2400 X32 : FAX (20/o) 285-063`3 CHECKED: PHK _ of S 8931'.56" W 202.17' FUEL SY STEM DESICxN: 108 No. 1320_ BRICK WALL ENCROACHMENT _) 15789 NORTH 1.33' EXISTING A i `t' `n"" �vILF: 320—05 N.W. CORNER BUILDING © TOP WALL KAPPERTZ DESIGN CORP. `-- 1, BUILDING N.1,I1 y.rh dt '_!NOERGROU pGUY ANCHOR c P ). I P.o. Box X02 ,► . i Fo►onfil't"' ' I GR'ESHAM, OR '37030 SmL CIr:Y p� y C.�V�R CONTACT: PETER KAP, ERTZ ,9,10 NORTH --- / ,., (503) 558-9(02.2 FAY (503) 558-1123 EXISTING., SITE PLAINc S t / SC.ALE: I" = 20'-0" eFrtCE COPY TIME OIL 1 1 1 1 1 1 1 t, 19 20 I:• 2 lits illt IIII IIII I I IIII lII! I IIII IIII III IIII � `�""`` fi� Cm�'I,Iltfil Iilllltll IIIIIIII{ IIIIIIfII IIIIIIlII � � ( ! ( � 11111 III I IIIIIIIII 1111 illlllll! II I�illl IIII IIII ' LEGIBILITY STRIP 10mm.ICm 1 5 6 A 10 11 12 13 14 IB 17 le 19 20 21 22 23 24 25 28 27 2T? 20 O i 01 11 o , �I II I ' 41,14f NI I1 yE oa 1II °I J� u 4' ,, r t e �y 11 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 ; 9 1 20 25% OF FASCIA -15% OF FASCIA �Pi,i P3J I - NEW COLOR CODING BAND PI �P2 P'1 PI AR011 f(7IiRFNORT1114f.S'T PI 11930 SE ZloA'11/11.DR PI}------^�---- i C e• 15/16- (W.S11AM,OR 97080 i Mart - - - --- __ - - - -- ---- -------- ---- ---- ---- ---- -------- --- ------ ----- -- - ... - - -- - ------ lac. (503)55,N-8424 I ---- 4 78 15/16I FAX. ��?.1805 � 4272 y _ —_ -- - I I ---------------- 72 t5/16" Cn81NET 6 I/2 rr T CJ -- EXI5TING- ANODIZED --- _._ _._._ .._._-. -------. _ LJ�1l----_�L--__�L -J — ALUMINUM TO REMAIN A5 15 I I10 W. C ]8.1 SOUARE FEET I I �,x 1 / --- -- —— COPYRIGHT c 2004 _ ---.__.—.__ ____ .-...___------ ------_-- -- ----- 10 1 SQUARE FEET 1 FC U O I `r N 0 x OO d UVII� EXISTING WAINSCOT- TYP. n 10 t SOUE FEET I R 000 ARI N lJ N WEST EXTERIOR ELEVATION— 10.1 SQUARE FEET I Plus 10o(oil I N SCALE: 1/4"-1'-0" — 10 1 SQUARE FEET 1 Diesel =00 10 1 SQUARE FEET N 1 8..x6.. I _ ---------- _ - . ._... .-._--_...-- - ✓ TUBE I � I TOTAL SIGN AREA 88.6 SQUARE FEET0 Z C'4 I a0 I g 00 I I I /" I I F— Z 0 IF I 1 Q I I I ' --�— PI ' -� ; 00 < U N I I O w 1 1 Cf) V V i /P4 P4 i O m f--" P4 e POLE SIGN ELEVATION S 0 MOW Ih-- rr 1 1 5CALE: 1/4' =I'-©' a-. U) ••. L________________________________ ---------------__---J CY -- lb H _ Z cf) C) SOUTH EXTERIOR EI�EV� PION � 2 SCALE: i/4"-I' r� U®J z w x < IL r _j w PI PI P3 Pt PI '�! +! lLl co O m Noo .__I z w O -- -- - - --- -- --- ------------ --- ------------- ----- -, O ------------------------------- ---- ------------------------ ---(� - -_ _- -__ - - - - wo w n- q: 1` I - I U) O l I it Q O cr- w Q I I EXISTING- ANODIZED ) u ALUMINUM TO w j PI REMAIN A5 1$ v I d I I~ I I I ■ , I _ I P4 N P4 �P� REVISIONS' NORTH EXTERIOR ELEVATION SGALc. NOT S: - -_------ I, ALL BUILDING WALL$, FASCIA, EAVES, AND DOORS TO BE PAINTED SHELL WHITE. 2. EXISTING ANODIZED ALUMINUM DOOR, WINDOW, AND GREENHOUSE FRAMES TO REMAIN A9 IS AND ANY WALL IN-BETWEEN TO BE PAINTED SHELL WHITE. 3. EXISTING FASCIA LIGHT WELL WI'.L REMAIN ACTIVE. — ------ -- -•----------- ------------- --- -- ------- - ---------- ---- ---- ---- ----- --------- - - — 4. ALL PAINTING AND RE-IMAGE WORK SHALL CONFORM TO THE CURRENT DATL 12-22-04 SHELL RETAIL VISUAI. IDENTITY DESIGN STANDARDS. N SCALE AS NOTFP ---- DRAWN DAY II � II t - _ \ _- _.------------- - --- - --- - CHECKED: P H K PAINT LEGEND JOB NO. 1 320 U SYM. JONES BLAIR NO. SHELL OIL NO. COLOR DECRIPTION ZOA 1 FILE ACRYLITHANE H52 URETHANE 1 1 I 4 9 *4 opi PI 45051 " 53 WHITE 11 r SATIN GLOSS RVI WHITE ELEVATIONS __._.. ACRYLITHANE HS2 URETHANE 1 t U 45214 • 49 YELLOW SATIN GLOSS vl YELLOW _,_ __ P3 45221 • 52 RED ACRYLITHANE H92 URETHANE SATIN GLOSS RVI RED <P� 45625 • 51 DK. GRAY ACRYLITHANE H:id 4RETHANE P EAST EXTERIOR ELEVATION SATIN GLOSS RvI JK GRAY Al 4 5CALE: 114"-I'-C" ----- -- �x, 11ML 011 ,41 4 101 12 1 13 1 14 1 15 1 16 1 1 LEGIBILITY STRIP _ 2 a 6E3 9 . 0 2 13 14 IQ 1`7 1e 19 20 21 22 23 24 25 26 27 20 29 -10 i - i I I OI M,7N 1 081 OF p � I O Oz �. >r i . �"� �... W�� '.'1i _'th .kTrltM`"►3..wka .a'�,'y'AF#+a6`AN;rhfJ'M S'.t'�MA"�A''cq'4NHM7r �4"?ru`t"<,H _ ,�s'. +r� I +W �M 2 3 4 ; _ 6 1 7 I 8 1 9 I 10 ► 11 ! 1 �' 13 1 14 1 1 `:� 16 � ? 18 I � �) PETROLEUM EOUIPMENT NOTES ' 1 1 L PETROLEUM EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORD A Ic ° MANUFACTURERS' REQUIRED ASSEMBLY PROCEDURES, WHERE NO INSTALLATION A j PRACTICES ARE PRESCRIBED, INSTALLATION SHALL BE CONSISTENT WITH /J O INDUSTRY STANDARD. ?_. EXISTING TANKS ARE DOUBLE WALL, FIBERGLAS WRAPPED STEEL TANKS. 1 PROTECT TANKS DURING ALL OPERATIONS TO ENSURE INTEGRITY OF THE 1 SECONDARY CONTAINMENT SYSTEM. 1 I 3, DEAD MAN HOLD-DOWNS ARE EXISTING ON EACH TANK. KAPPERTZ DESIGN h 1�� II 4. ALL TANK RISERS SHALL BE SCHEDULE 40 BLACK PIPE WITH PVC WRAP. CORPORATION - Ta EXTRACTOR HOUSING BALL FLOW VENT VALVE THREADS SHALL BE COATED 11930 SE ZION HILL DR. WITH AN APPROVED ANTI-SIEZE COMPOUND. �. GRESHAM, OR 97080 RE-U-F EXISTING 5. A BLOCKAGE/INTEGRITY TEST SHALL BE PERFORMED ON VENT LINES AND `z VENT RIS°RS STAGE II PIPING PRIOR TO BACKFILL. TEL. (503) 558-9622 NEW 8" THICK REINF. CONCRETE TANK SLAB. 1, 6. EXISTING TURBINE SUMPS SHALL BE RE-USED. IF EXISITNG SUMP .3 FAX. (503) 558-11 CROWN #1' A! MANHOLE COVER TO ASSURE c � PENETRATIONS CAN NOT BE USED, THEY SHALL. BE PATCHED TO ENSURE DRAINAGE AWAY FROM OPENINGS. REINF. WITH 4 O WATER TIGHTNESS OF THE SUMP. ALL. SUMP PENETRATIONS SHALL BE AT 1 STRICT 90' ANGLES TO SUMP WALLS, AND PIPING SHALL BE INSTALLED IN COPYRIGHT2004 REBAR AT 16" O.C. EA. WAY. PROVIDE AIR � _ ENTRAINMENT (5-8%), POLYFIBER (1.5#/YD), 24" 1 THE CENTER OF PENETRATION FITTINGS IN A MANNER THAT AVOIDS PRESSURF © CHAMFER AT CORNERS 1 AGAINST THE FITTING'S `IDES, O G�Ex�S'PKG �� REGo-Ap (- O 7. TURBINES SHALL BE INSTALLED OFF-CENTER IN SUMPS TO ALLOW MAXIMUM i P NEW U.G. FROST FREE WATER HYDRANT ow CLEARANCE OF PIPING INSTALLATION, YET PROVIDE FOR TURBINE REMOVAL FOR ` (NA-FAM JR SMITH #5810-3/4" X 361 _ FUTURE MAINTENANCE. PIPE WRENCH SCARRING ON TURBINE HOUSING y NON-FREEZE HYDRANT) PROVIDE BOLT DOWN �F_ r -' REPRESENTS AN UNACCEPTABLE INSTALLATION. O P P LABELED MANHOLE & COVER - �• REMOVE EXISTING M 8, A 1 1/2" BALL VALVE SHALL BE INSTALLED IN EACH BRANCH OF PRODUCT `0 I p IRP PIPING. O I PIPING, VENT PIPING AND VAPOR RETURN PIPING. 4 NEW 3" FIBERGLAS 9. PIPING SHALL BE DOUBLE WALL FIBERGLASS, 3" OVER 2" FOR PRODUCT ` REC RY (STAGE II) PIPING 1 _ Ex�sT"G ( PIPING, SINGLE WALL FIBERGLASS, 3" AND 2" FOR VAPOR RETURN AND 101t PaEM��'" l� SINGLE WALL 2" FOR VENTS, ALL EXISTING FIBERGLASS PIPING SHALL BE REMOVED. 10. THE FILL AND STAGE I VAPOR RETURN RISERS SHALL BE UPGRADED WITH M ENHANCED VAPOR RECOVERY SWIVEL ADAPTORS, SAPS AND SPILL-FILL P O ' CONTAINMENT MANHOLES. p �stI G z x E C .00 o,ESEt t\J 1 1. ALL DISPENSER SUMPS SHALL BE INSTALLED SUCH THAT THE TOP EDGE \ 0 OF THE SUMPS ARE 1/2" FROM THF. TOP OF THE ISLAND FORM. SUMPS 0 SHALL BE FLAT AND LEVEL, CENTERED AND SQUARED WITH ISLAND FORMS — M — p',i SUMPS SHALL BE CUT AND PLACED TO MINIMIZE OVERALL DEPTH OF SUMP �7 F �� ` / � r� `�- p - 12. ISI-ANDZ FORM "REVEAL" SHALL BE A MINIMUM OF SIX INCHES AND Q MAXIMiUM OF NINE INCHES. O Cn -� N 3. OVER 2" Du. DU WALLED FIRE GLASS2�, 13. CONTRACTOR SHALL_ INSTALL ALL DISPENSERS AND RELATED EQUIPMENT, z ATTACHED �� Eo (may W/ 12TR.+CER WR CO 1 INCLUDING HOSES, NOZZLES, BREAKAWAYS, AND BONNETS, STARTUP OF 4 DISPENSER-RELATED EQUIPMENT WILL BE PERFORMED BY EQUIPMENT U N �J SUPPLIER; CONTRACTOR TO FOLLOW UP WITH "READY TO USE" PREPARATION � J O J 0 TO ENSURE THAT EQUIPMENT IS READY FOR USE, INCLUDING - - BLEEDING/FLUSHING PRODUCT THROUGH DISPENSERS, CALIBRATION, PROPER W m p COMMUNICATION WITH CONSOLE, ETC. W C 14. CONCRETE FLAT WORK: TILTED MAN WAYS AND/OR LIDS WILL BE UNACCEPTABLE. PROPER DRAINAGE OF FINISHED FLAT WORK, PARTICULARL'i � / L W C AWAY FROM MAN WAYS AND/OR LIDS, WILL BE CONFIRMED BY A "HOSE AND � QUARTER" TEST. ALL CONCRETE SPLASH OR RESIDUE MUST BE REMOVED \ o FROM SURFACE FIXTURES. 15. ALL METAL GRADE SURFACE-EXPOSED MAN WAYS AND/OR LIDS SHALL BF COATED WITH THREE COATS OF AN APPROVED SYNTHETIC EQUIPMENT ENAMFI coz16. SOME PORTIONS OF WORK MUST BE INSPECTED BY OWNER OR ITS � PROJECT MANAGER AS FOLLOWS: mor W — UST INSTALLATION, PRIOR TO BACK FILL LL - INTEGRITY/BLOCKAGE TESTS OF PIPING SYSTEMS W a) 0'' S 17. CONTRACTOR TO PROVIDE AS BUILT DRAWINGS OF ALL CONSTRUCTED Z COMPONENTS, DETAILING PRECISE LOCATION OF PRODUCT AND VAPOR LINES, O CONDUIT AND OTHER UNDERGROUND STRUCTURES. O C � m Z 18. CONTRACTOR SHALL BE RESPONSIBLE TO INSPECT, VERIFYAND PROTECT _j � ZW O St, ALL DELIVERIES OF EQUIPMENT TO THE SITE. FREIGHT DAMAG MUST BE ' I ' tea, NOTED TO DELIVERY DRIVER. EQUIPMENT LOST OR DAMAGED AFTER DELIVERY f5 I.i..J O a- W WILL BE REPAIRED OR REPLACED AT CONTRACTORS EXPENSE. Q OL J 0, EDGE OF 42'x58' CANOPY ABOVE _J co Q NEW 8" THICK REINF. CONCRETE DRIVE SLAB. 0 ELECTRICAL NOTES W E < © SLOPE TO DRAINS. REINF. WITH #4 REBAR AT 16" _ O.C. EA. WAY, PROVIDE AIR ENTRAINMENT (5-8%), 1, ALL CONDUITS SHALL HOME RUN TO BUILDING UNLESS CALLED OUT. u (n 1— POLYFIBER (1.5#/YD), 24" CHAMFER AT CORNERS 0 W .e 2. ALL LABOR, MATERIAL, EQUIPMENT AND SERVICES REQUIRED FOR THE 0 COMPLETE INSTALLATION OF THE ELECTRICAL SYSTEMS AS INDICATED ON THE a a 0 DRAWINGS WILL BE FURNISHED BY CONTRACTOR. E' 3. ALL ELECTRICAL SHALL MEET OR EXCEED APPLICABLE LOCAL, STATE AND 1 FEDERAL CODES. REVISIONS' 4. CONTRACTOR SHALL OBTAIN ELECTRICAL PERMITS. 0 5. ELECTRICAL PANELS SHALL DC SQUARE "D" OR EQUAL. ---- - - 6. CONTRACTOR WILL BE RESPONSIBLE FOR COORDINATING WITH ':OUIPMENT r SUPPLIERS TO INSURE THAT ALL SYSTEMS ARE INSTALLED PER MANUFACTURERS L REQUIREMENTS, THAT THEY ARE FULLY OPERA AND THAT ALL WARRANTIES ARE MAiNTAINED. NOR' { 7, ALL CONDUITS IN HAZARDOUS LOCATIONS SHALL BE w/SEAL-OFFS AT BOTH - -- - - - PIPING PLAN ENDS PER NEC. SALE '�C.' _ -� 8. ALL WIRE PULLED THROUGH CONDUIT TO BE STRANDED COPPER, 12 GAUGE MINIMUM. M 9 ALL OUTDOOR ELECTRICAL BOXES, LIGHTS ETC., SHALL hC WEATHERPROOF AND MEET ALL CODES. -- - -- --- CANOPY LIGHTS DATE: 12-20-04 1. ALL CANOPY LIGHTS ARE 320W MLIAL HALIDE SCUTTSDALE SCALE: AS NOTED #SC-S-320-PSMV-PG-MT-WH-NO WITH SOFT LIGHT DIFFUSER #141257 _ DRAWN: P H K CHECKED: P H V ,OLS NO. 32( 320--T LEGEND TANK + PIPING P - POWER M - MONITOR C - COMMUNICATION LIGHTS AND SIGNS INTERCOM - SPARE T1 1' T - TELEPHONE 1 n 5 h 7 9 1 10 1 11 12 1 13 1 14 i � 6 17 1 18 19 20 LEGIBILI"t Y STRIP 8 9 10 I I 12 13 14 16 16 - 28 z 1a 30 �k ZI II QI 4 HOW 91 � 'I �iI�II �I �. �z 1, ti 11,.�. I,I�:�11a.G,l I:,IJ�l.► _ .t,� a�1�.11.1� ►.� . l :I_(L,. ...�.�L �, LI �. I� L I,t• LI LI I LI,1.1..i l i �;I . L I i 1 It , It' u Y VENT/VAPOR RECOVERY & SUBMERSIBLE PUMP PIPING Ir� 2" NIPPLE. (TVP.) 2" DIA. (300#) BALL VALVE SEE DETAIL I_`_�'J (TYP. 3 PLCS.) 2" NIPPLE (TYP.) TYP UNION---- --- ---- ------------------------------------------------------------------------- - - - -----------------------� ( ) -HOSEF_ r- I � A. FLEX I - -------------------------------------- ------•-----------•------------------ -- ---------------- ------ - - 36" DIA i i - 2" NIPPLE 2" DIA. FIBERGLASS ' MANHOLE 1 ' 2" NIPPLE {TVP.) -� - --- �� (TVP.} VENT PIPE NOTE VENT RISER 10 BE I � 12" MIN HT. ABOVE BULKHEAD COMPRESSION ROOrUNEANO OR 12'-0" ' I 1 FITTING (TYP.) / PRES. VENT CAP i I 1 I 90' ELBOW (TYP.) MIN. HT ABO'.F GRADE I 14" DIA. SPILL- 1 CONTAINMENT 1 MANHOLE & COVER 1 1 I •,._- 2" DIA. VENT PIPE I 18" MANHO E & , 7-18" MANHOLE & •, , 2" DIA. FIBERGLASS/ (TYP.) STEEL ADAPTER(TYP.) • COVER , � COVER 2" NIPPLE TVP. 1 yti. 45' ELBOW (TYP.) ' SUBMERSIBLE ROOFLINE o (^ TURBINE PUMP - TURBINE PUMP 1 I MOTOR 14" DIA. SPILL- J I 1 LEAK DETECTOR -_ CONTAINMENT i 1 i MANHOLE dt COVER i 2" DIA. BALL VALVE 3" DIA. VAPOR RECOVERY PIPE I _ -?-" NIPPLE 2" DIA. FIBERGLASS »f- 3" OVER 2" DI.1 PRODUCT PIPE i VAPOR RECOVERY PIPE I 2" DIA X 12" FLEX HOSE INNER TANK I � CONCRETE SLAB (OVER TANK) CONN,(150#) W/SECONDARY SHELL I I SEE SHEET T1 FOR SIZE AND CONTAINMENT SLEEVE I , REINFORCING i 1 i 24' MIN. (TYP. 3 PLCS.) 2" NIPPLE -- PROVIDE BRACE (AS , L---- �_ -------, NEEDED) , -------•------------------------------------------------ --------- -- ------- -- -� (VERIFY) 3" OVER 2" DIA. DOUBLE L PRODUCT PIPE (TYP) STEEL ADAPTCR(TYP.) ----- --------------- -------- ---------------------------------------- ------------ --------------- - WALLED FIBERGLASS 2" DIA. FIBERGLASS/ OUTER TANK z INTERSTISTIAL --- SHELL 5 U L APPRO D Sr'ACE v w N � DISPENSER VENT/VAPOR RECOVERY (STAGE Ii) RISER ASSEMBLY ' BLDG AND/OR OTHER of O IMPACT VALVE (PROD. PIPE) - 36" DIA, MANHOLE 2" DIA. SCH. 40 GALV. a. Q 0O VAPOR RETURN PIPE, (STAGE II) SECURE TO SECURE TO CONT. PAN CONCRETE SLAB (OVER TANK) - d > CONT. PAN STABILIZER BAR STABILIZER BAR SEE T1 FOR SIZE, DEPTH & PIPE COUPLING AT 42" Z / ABOVE GRADE >_ w M RTE VARIES. VERIFY ON W w SITE PLAN, TANK INSTALL. DWG., > Z ( g m w AND W/ T.O.C. AGENT. ell a] q U i<NOCXOUT THROUGH PUMP ISLAND 0 D w , - W c~ii a 0- WITH DISPENSER CONTAINMENT SUMP, I 1 EXISTING � ~ 01 w w OI N CONT"!NMENT SUMP STABILIZER `STABILIZER BAR & IMPACT VALVE. q CRUSHED ROCK BACKFILL Q > �� BAR, SECURE TO SUMP AS SPEC. 2" DIA. SCH. 40 GALV. _ CONCRETE SLAB (OVER TANK) q p 3 p 1 USE APPROPIATE BRAND & MODEL ce w (FROM TOP OF PEA GRAVEL ►- v q BY MFR. FOR INDIVIUL'AL PUMP/DISPENSER) PIPE VENT RISER SEE T1 FOR SIZE, DEPTH AND cn a N REINFORCING.- TO SUBGRADE) w � I ° > of SET TOPS OF MANHOLE COVERS G n, > ° a _ I `\ w BACKFILL E TOP OF O I ® 1' ABOVE SURROUNDING ELEV. - Z m Or 12" MIN. PEA GRAVEL a U w 12" THICK CONCRETE c\I > ? PUMP ISLAND 4" DIA. THREADED 1 CRUSHED PUCK w > > I q N q TANK) STEEL PUMP �' W i 1" CONDUIT (FUTURE) 0 V 1 m Q I ISLAND FORM \ PIPE CAP GRADE ASPHALT PAVEMENT - -• 1 -I -� �--' TT COMPRESSION FITTING E1.ISTING _ a e ---- o d e e - - - - - TYP. AT ALL PENETRATIONS 42" FIBERGLASS d o ( CONTA'NMENT j\.�\/ a _ d v e e e a v \ / v d e d o Ia a a d -- — d ' -` THROUGH SUMP) `� SUMP 18" MIN. ` - BURY ON //\ i ALL PIPE \\ ,PUMP MOTOR & PIPING > - -- - SHOWN HIGH FOR CLARITY -. f"" I II O I I y\\ 2" dio. Vent J � piping !\ NIPPLE --� 9 I I 4"x4% 2"x 2" \ I I 3/4" DIA. COND., / 1" DIA. STEEL FLEX HOSE \.�/ CROSS J-BOX & SEAL-OFF /\\ CONNECTOR WITH SECONDARY } » \\ \ �` �- - - - - -� 9 I I CONTAIN kIENT. SLEEVE 1+0 EIACONNECTOR FLEX- - i, //. //✓/ ;/\\�//\\// \/ \ -_ _ - \ \ \ \ \i / .\/ r, ADAPTOR \/ \/ \� / %%/j j/\/�\/\\/\/\//j /\\ 2" DIA.XIP LG. FIBERGLASS SUBMERSIBLE TURBINE PUMP \ \ \ \ 1 \\ \\ \\ \\ \\ \\/�\// \\ \ ADAPTOR W) CONTAINMENT /\ 3 4" DIA, GOND. �l FLEXIBL ENTRY/CONTAINMENT BOOT (TYP.) (REMOTE PUMPING SYSTEM) / N J/BOX & SEAL-OFF SUMP SENSOR 2" DIA, VENT PIPE -- � � � /// LOCATE PER (SLOPE TO TANK) \/\\ 36" DIA, MANHOLE T.O.C. AGENT N/ 8" 8" 24 /X>/,/X>/,' \\\ 3" DIA. OVER 2" DOUBLE WALLED 2" 90' ELBOW 6" MIN. SEA GRAVEL - \ \% OVERSPILL PREVENTION / / / FIBERGLASS PRODUCT PIPE (TVP.) COMPRESSION FITTING BEDDING (TYP,) EXISTING UNDERGROUND ACTUATING FLAPPER \\//\\ (TYP. AT ALL PENETRATIONS 2" UNION STORAGE TANK �\/j\/� " AND 3" DIA. FIBERGLASS VAPOR RECOVERY i THROUGH SUMP) - 2" UMP) - 2" DIA. FIBERGLASS \\\\\' j\\/\\/\ PIPE STAGE II RUN TO TANK RIE-R \ VENT PIPE ASSEMBLY. SHOWN ABOVE PROD. PIPE FOR .:r LEAK DETECTOR 4" DIA. ALUM. CLARITY. ,� . 12" MIN. PEA GRAVEL 12 DROP TUBE w/ 12' \/\� ExISTING PEA GRAVEL - SUBMERSIBLE BACKFILL AT ALL SIDES - �\ MIN INNER TANK SHELL FLAP(ANGPERCUT 45' MIN. \ BACKFILL AT ALL SIDES SEAL-OFFDI . COND. W/ TURGiNIE PUKIP xl��\ L111 4" MIN. CL R INTERSTITIAL :PACE AT BOTTOM) 6" MI's. PEA GRAVEL BACKFILL - EXISTING O��/ _ PIPE TRENCHES) LL SIDES OF - 42" DIA, F IBERGALSS SUMP UNDISTURBED - -i 'JNDISTURBEO 1" DIA, GOND -/ I I I SOIL (TYPICAL}_._. SOIL (TYPICAL) W/ SEAL-OFF 1 I 1" DIF.. COND. OUTER TANK SHELL / / _ W/ SEAL-OFF /\\/\\ \\/\\/\ / \ \ \ /\ \ \\///\\/\\///\ \ \ \\.\\. OFOTDAN K HOEXISTING ABO T OM L LE PIP DI W/S PIPE 40 RAP DI-ELECTRIC � BUSHING INTER STISTIAL SPACE MONITOR RISER FILL RISER ASSEMBLY W/ STAGE I VAPOR 2-POINT STAGE I VAPOR RECOVERY RISER AUTOMATIC GAGE RISER - 2" 90• ELBOW 2" NIPPLE RECOVERY COAXIAL. DROP TUBE 18" dio. water tight --- 4" dio* std. pipe - bolt down Manhole _ _ V EVR Spill Weather-proof J-box cop (modified) Concrete slob p EVR Grill Concrete slob (over tank) (min. 16 cu in. w/ / contr:nment manhole Concrete slab over tank) Size, depth & reinf. may 1 (Over tank) \—, ( coc;ainment manhole /2" dia. N.P.T. --- 18" water tight - Size, depth & reinf, may vary, verity on conk install. openings) bolt down manhcle ES: Y• vary, verify on tank install• dwg„site pion and with NUTe,. e. ' dwg.,site plan and with T.O.C. agent. _ • ,� T.O.C. agent. e A. Refer to "Time Oil Standard Specifications for Installation of 3/4” dia. Band. .-- e w/ J -box 8c seal-off~� d < Underground Tanks, Accessories and Piping for additional informotlnn EVR Fill Cop I I 4" dia. — IVR Fill Cap Interstitic & Adaptor i i 4" dio. pipe riser /� B If rind when discrepancies occur betwaeln drawings and & Adaptor Seal-off- space 12" dia. pipe pipe riser Standard Specifications, Standard Specifications shall riser w/ pipe wrap Di-electric - I I bushingI I Interstitial Di-electric -- govern. Interstitial 1 I space bushing spcce C. All Stage 1 fittings shall be certified for Phcso. I Enhanced Vapor Recovery Provide Steel Threaded -- 1 I C. dio. sch. 40 (EVR) per California Fxecutivs- Order VIRI02 I I .S/4" Bio. conduit - tank plug (At all unused I I pipe */pipe wrap7a I fi tank openings) _ I :A 1pn��]J117 RCV151ON UPDATED TO AUTO(AO 2000 � -- Coaxial drop tube - Outer tank shell z 2737 WEST COMMODORE WAY SEATTLE,WA. 96199 Outer conk shell ( - Outer tank shen Inner tank MALI (w/ actuating float) Di-electric bushing - IRCALE: TRLE' (Typ. ea, tank openil q in use) 112"- 1 U,G, SI-O RAGE TANK or Inner Conk shell [-.-_ Inner conk shall _______ DATE,. 10/12/00 & PIPING INSTALLATION Overspill Prevention owo No. -- Actuating Flapper Valve nwN. LOCATION: SUBMERSIBLE TURBINE Z 32�- T2 PUMP SYCTFM w "''I' III(IIIIII! I II1� f II I';II iilllnll II11�1111 ililluu�loylu�lllllllll�lll) SI I))lill�nitlnlllllflllin�llu�llli�nulnil�I;ll�un�Ililllll��lui(IIIIII!IiIIIII�IiII�IIII� ��u111Iu�IUIIniI�ilil LEGIBILITY STRIP ��o I 2 3 4 5 r Ito 111 12 11 14 le I I� 19 20 21 22 23 24 25 2A 27 28 �.9 ?O IOmm.ICM I EII I I I'll W0NI C 108 s f I�l, t�o� I i i. - „ .. . . ...., .1w :. ;,•+.- k:hkr"a.4l;. Aer. a�wn6iMf+.YpIN: ,�.,'Sbr!gpny�alfYyiry'i�y„1Atu..�1»a. �,ee+l+d'a'sFaErrwl�;.. F . 'It4�`s - :rr (�..ay1fA+'t�rre:hw'wn�k" ,� ,,�aiYM�n'M!bt�m !U�'M'f!4�tdvbt�N` 4W'.gltw •.At !p.,'�r .�m�tc... ...,a �FM. ..+tom.,., .i .r°t.. _. Pw�"n.NeRM,"'�p'&. :,- 3,.. '7F'": 4 �4 1i ,I rlt^r q , 6 I 7 8 I 9 10 11 12 13 I 14 15 16 17 doom18 19 /_01�� ,y Shel IShel h r 4f � �?� P► P2 ? :2\1-\ KAPPERTZ DESIGN n CORPORATION 11930 SE ZION HILL DR. GRESHAM, OR 97080 I ' TEL. (503) 558--9622 FAX. (503) .558-1123 N COPYRIGHT c 2004 i r VIN 3 3 3 �n I �k�l 4 > of-4 PO4 f i I �P4} P4 P4 ' -(P4� CAN )PY ELEVATION 4 ISLAND ELEVATION -,�<:�E I/4" . -- - - — ---- PAINT LEGEND SCALE: I/4" . I'-0" S". JONES BLAIR NO. SHELL OIL NO, COLOR DECRIPTION ' ~ CANOPY '�P)i 45051 " 53 WHITE ACRYLITHANE H62 URETHANE SATIN GLO55 RVI WHITE 1 ., :�E: 1/�" _ �P2 45214 " 49 YELLOW ACRYLITHANE H52 URETHANE SATIN GLOSS Rvl YELLOW z ----- --- ----- �PP: 45221 M 52 RED ACRYLITHANE W52 URETHANE0 J SATIN GLOSS RVI RED ` /P4 45625 " 51 DK. GRAY AGRYLITHANE N52 URETHANATIN GL055 Rvl DK GRAY E �'"_ [T 10" x 10" T5 COLUMN TO BE PAINTED SHELL z N T.S. 6" x 6" x I/4" WHITE W/ 12" WIDE BAND PAINTED SHELL Q Q �p O FILLED W/ GONG.- DK, GRAY AT BOTTOM- TYP. LL I� C7i F-- Q TYP, Z SEAL-OFF AND ONE HAND HOLE co O 3 w/ REMOVABLE COVER PER COLUMN j U N JXW , i .—TWO 3/4" RIGID CONDUITS IN EACH OF TWO cf) _ 12" WIDE BAN?-- � COLUMNS BY J CANOPY FABRICATOR. � O/ m OF SHELL DK. ELECTRICIAN TO PROvIDE CONNECTION TO h-' GRAY PAINT O THESE FABRICATOR- PROVIDED CONDUITS. W Q BOTT. OF COL.- I /�[ U W TYP. i V � F— a: cn PUMP BLOCK GONG. SLAB- TYP. CANOPY DC-)WNSPOUT 4" ROOF LEADER I cop I 9 6" CONC. DRIVE DRAINTO ED BY R NDRAI - TOTRACTOR I I METAL PUMP BLOCK FORM 9: HIGy TO cV SLAB- TYP. BE PAINTED SHELL DK. GRAY- TYP, I TOP OF ISLAND Ali—j 4 Ir ° EXPAN51ON JOINT -\\ R"� �r Q ., Q a: 4 I �1. � tL O _ ' (L CANOPY DISPENSER BOLLARD ' I (n ILI Q Q COLUMN W _j W % z I M \//\\// J C /\\/�? • " DIA. x 2'-6" 2" DRY PACK GROJT _l- - - BOLLARD � O \\/\\ / DE CONIC. I n 0 0 - - PER 2/T3- C e m F TYP. r r ) � � z CONC. COLUMN FT'G. - — ,� -0�— -�-- 03 - PUMP BLOCK "■� z W O \/ 4 /\ PER 5TR'UCT. DWG's. 0- I CONIC. SLAB w O a_ 0 I ul I PER 3/T3- a. W LCOL�MPY N -FUEL DISPENSER TYP M :D 0 - - J CD 0 (n a a k BCDLLARD DETAIL ISLAND S C�TIC1N � ISLAND PLAN 2 I' © SCALE: I/4"= I -m" ALE REVISIONS: How t A � MILI - I Q 400 W METAL HALICE FLUSH W GATE: 12-22-04 MOUNTED CANOPY LIGHT N FIXTURE (TOTAL 12) 9 SCALE: AS NOTED KEY NOTES ;w►v�N: DAY 58' x 40' METAL CANOPY TO BE PRE-FINISHED ACM PER ELEVS.- TYP. CHECKED, PHK �_2 I0" x 10" TUBE STEEL COLLUMN PAINTED SHELL WHITE W/ 12" WIDE BAND Joe NO, 320 l�J W LTJ PAINTED SHELL DK. GRAY o BOTTOM- TYP. fill 320—T3 C) j w.v .'-P)" 8'-0" 18'-0" 8'-m" 8'-Q9" 4'-Vl" 3 BOLLARD PER DETAIL 2/T3- TYP. O4 SMOOTH ISLAND FORMS WITH BULLNOSE EDGE PER DETAIL 3 4 4/TCANOPY DETAIL *hell I AND PAINTED SHELL DK. GRAY- TYP. i O INSTALL SAFETY WARNING STANDARDS.- SUPPf-IED BY OWNER- TYF p C• ANUI 1 LIGHTING PLAN `6 MULTI-PRODUCT BLENDING DISPENSER W/ DIESEL- TYP, T3 � 5 SCALE: I/8"s -r1�" RAISED ILLUMINATED RED LIGHT BAR- TYP. 2 3 4 1 5 6 1 7 1 8 1 9 1 10 I 1 1 12 1 13 1 14 1 5 16 17 1 18 1 19 1 20 C� (III!!111 illlI'{111 11.1.1✓y! Ml ? - _.ra,i O/1M!1W1r!s i: r.. -!1MNMVEm+AaXwS.t�M1�:Wa11( l N iLEGIBILITY STRIP IXIY1' iIII ,11111IIII 4 5 6 g 10 1 1 12 13 14ii Illb"'_�,+'I{}:nl:l.LlYiilYIilll'1l4lMll11�11'�1111111 IIIsdIAII'tIIwIIIiIcF1'1u1i.:'sIiII Irlrl�l4ll4l'alwi-wIelllt l.li,..11+�:il.l.lrlllll IIIllillyl !1,i1.1,IIr I,I,.IiIr.{IIaI.�Iro11111.1:r!11-1;1,,1. 11111i1�1111�1131: 111111 I!llll!11 II® !17 IJA 1'9 20 2�1 22 2J3 2I4 2'F, 2", 2; 28 2�9 3I0 1 LP I 1 1 C I � � H(1 N I 41� 10 ��1,�,��,��.1 �� 1 SLI .� �., 11,1�l.1,r,�► �1.a.1.►,.��.rl�,�.l��..h�� :�h�' i>.L�i a Uwi->�1�1,1�i.''�-I��a.l.1�- '' ��� � _la.l�!��.�{,,�: t, .,�.1►�!� !a a!I „ 4� � . ',wl.ave ..r.n•ws+. .n•e N.a. +a>u», i.,., r .r r4 MRS', �.?'Erwr+YY.-r Yf r.',eA� fa.y, r11k, ! �. . . ..,: .. ,-,, . ,:,r.r'xJ. .r a 'n wf: +,a .wuwta?«e .” _ ryx+�YRw ...yr+m :ck.v^rte. gtµn ,'Y 4 x'4MM'«+pt+'�!K+'"1'M'�!YA�:". t "' '. . �.:, •. al 1�MMY'. . . �', M'WIPp!r!'!d�9�h'd?I?��' 1�1., MI�'*1�'Q..�4M��,.r'�h � *'rwyw+ .dx.,+M•,t. N, r ,m�Y�"�W>�+k "'�+� 0.�' ��.. C. titer 1 j4 + l I 1 1 T02004- 1 _ 22 GA, MIN. FLASHING o NEW ACM PNL. -�. - �- Z 2 x 1 x 18 GA I { o ( I cvn a 4'-0 0/C - _ NI 1 x26 I I L2x2x18GA � II ' STRAP FLG STAY Q � - SPLIT WELD PURLIN — --- I SP 3 3# 14 TOP SEAL 1 ( { I ! I I ( ) FASTEIJERS #10 SMS PER FRAME - (2)#14 SMS i © DECK RIBS i I I NEW RAISED i DECK & PURLIN ! ' I I I S1jOx101 4' ! ILLUMINATED I -- — -- — — ( a }--- I _ -- ! TS 10r.10x 1 f 4 I ► I I � RED BAR. I I - - _ - MOUNTING BRACKET @ y{I14x26 30" O.C. - YELLOW TO \ZL2 1 2x2x3 /16 L V _ -- MINIMUM OF TWO / � L i > MATCH ACM. W 14's 48"o r.' TO RIB -� FASTENERS PER /# / MOUNTING BRACKET. GLUE ATTACH A STRIP SECTION e DETAIL 1 OF 1 2 GA. SHEET I ( a x x�f METAL BEHIND AREA SCALE: 1 " = 1 '-0" - SCALE: NTS �- x' N + � I 1 I � I i x !NII WHERE BRACKETS WILL. i cvl BE FAZTENED. THIS IS Z '- TO �'RE`'ENT THE i IN cJ! W14x26 II I FASTENERS FROM � -' -- -- O I I ! I PULLING OUT. ' I { v> 2" 2" 5" 5" 2" 2" 1 /4" STIFFENERS i - 22 GA. MIN. FLASHING 7NS & FS TYP 0 ! I I l T 1 x1�Ox�f 4 1 { 1 ! ! Q; of + S10x10 1 4 I CARRY BEAM _ I � ! i rL + I L I � i I I ! ` Z�x 1 x 18GA ' cniv ! ( I a ® 4'-0" O/C 16 TYP ,. d• I ! Itn: d —r ! d- I I S L1 /2x10 1 /2 x1 6 x f X , 108� �. o - l Q ��i •- I I SPOT WELD - I ! + I 1 \, Nc��' 3 ® I i o r- I � N/1 x26 3 I � � ` I I 1 � ( I I � ( U OR (3) ---- I d #10 SMS i ��� � � cv I II I I I PURLIN 3 16 6 _, I (4) �/8 DIA A307 s -(4) 5/8"DIA A307'S E � o I � , ; � it � 1jII � lll ! I Lill I ( I 316 6 Li 1I `� ' L2, 1 2x2x3/1 6 Q W co - .. .._. �x4 - LLH �3L 16 2-6�- Ty P �� adr3 16 2- m3 ow j FLG. STAY 8'-0"O.C. — 0�04 Q I TYP. EA. PURLIN0 ' _ �— ----- _ DECK CLIP 3 o v �20GA COLLAR _ - HEAVY MASTIC 500# MIN. CAPACITY W nj ALTERNATE SIDES OF N 12 -0 _ 34 -0 IN 12l 0 S BEAM AT EA. DECK 20GA GUTTER 2UGA ASTM A653 SQ GR � I I 58p-011 3#14 TOP SEAL 50DECK. W/3" RIBS @ 16" 0/C � { � RIB, BOTH SIDES, OF FASTENERS FASTEN RIBS W/#14 SMS © o _ RES EA l BEAM AT T OF rO PER FRAME ENDS, PURLINS & MIDSPANS x I �� CAN_0_PY FRAMING P L 4N 0 CANOPY SCALE: 3/16" = l '--O" I II 1 4 1 2 PEITOPJ - TUMfTA — AND A,cOOCIATES r— STRUCTURAL. NOTES Z —� —� 954 Town & Country Rd 1r//Q�r - I 1 CODE O.S.S.C. --9c3 L / - Orc:nge, CA 92668 \ J \\��// L J L 2. ROOF- LIVE LOAD --25 P.S.F. 0 2" �2' - Ph:(714) 245--49,50 3. WIND --80 M.P.H., EXPOSURE C I � /�— Fax:(714) 245-4933 4. SEISMIC--3 CN 5. SOIL CAPACITY 1000 PSF ASSUMED. - 1 . 1 /4" x 18" SQ. BASE PL. � o I i 6. CONCRETE FOOTING--f c=2500 PSI = 0 2 GROUT BY G.C. I 1j I (MIN. 5 SACKS CEMENT PER CUBIC YARD) ��'_ W W I N � 7. REINFORCING STEEL--ASTM A615, GRADE 60, FY=60KSI ••'fF •' _ t o o Q 8. HOT ROLLED STEEL SHAPES & PLATE---ASTM A36, FY=36KS1 _ _ NAT. GRADE � 6 9. STRUCTURAL TUBING--ASTM A500 GRADE B, Fy=46KS1 _ _"" a I 10. ALL STRUCTURAL STEEL TO BE RED PRIME PANTED �� I 4 - 1 . 1 /4"0 A36 A.B.'s �" , N I 11 . COLD ROLLED STEEL SHEET, GALVANIZED--ASTM A653 SQ, o N '� ,��1� `� 1 GRADE 40, Fy=40 KSI. w � �,�• �, / 12. ANCHOR BOLTS--ASTM 1.36, Fy = 36 ksi O — - 13. WELDS--E70 ELECTRODES-ALL WELDS BY CERTIFIED WELDERS < 1 14. BOLTS---ASTM A307 UNLESS NOTED. a. 15. GROUT= 2000 PSI 11-1iLJ `\_ ` � K1 6. CONv Is TRACTOR TO VERIFY AND CONFIRM ALL DIMENSIONS ANDILL HEAVY HEX 11 plNc' [)� CONDITIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES L o - AND PL1 /2x4x4 PRIOR TO START OF WORK. ALL WORK TO BE IN ACCORD- o - �'-- — -- --` — ANCE WITHALLAPPLICABLE CODES AND STANDARDS. (0 3 4's VERT. EACH FACE OR 7" 7" o 17. ALL SCREWS AND BOLT_, THRU DECK SHALL HAVE TOP SEALS. � OPTIONAL (8) h14's VERT. 18. ALL FLASHING, GUTTERS, ETC. SHALL BE CONSTRUCTED TO BE _I Q #3 TIES 12" O.C. LEAK TIGHT AT THEIR (JOINTS OR SEAMS BY USE OF MASTIC. `n z0 >- j r= U r� CL C 0 w 34'_0" c� ` POUR ALL FOOTINGS w '- - U AGAINST UNDISTURBED SOIL V) CANOPY FOUNDATION PLAN -- ----- - --- � �- SCALE: 3/16" = 1 -0 z 0 0 YELLOW 3' CLEAR TYP Q Z m i _ — - SECTION -- — a cr x , , . „ „ 41 SQUAT TWO TONE ACM FASCIA SALE: 1 - 1 -0 - - --- - C1_ I -- - - - OPTIONAL 4'-0 DIAMETER _ � 1 00 w i � � r, J � 1 \ \_ f XP ,� S1((��-, l-►J O � cv x x 4 co (S) #4's VERT,N �' I CD Ln x X . • • 0 O in 1 - N L(8) #4's VERT. 08 N•1 q„ I „ 14 2 T02004-- 1 , „ L#3's 0 2" .C.DRIVE SLAB 18 # 3 s ® 12 O.C. WMING NO. CANOPY ELEVATION BASE PLATE L�' 0 UT OPTIONAL REINFORCING DETAIL @ ROUND FTG. REINFORCING DETAIL © SQUARE F J. W►4WING REV151ON NO SCALE: 3/16„ = 1 '-0" _ ' ; f j rl L \ .::,. 'b•-___ I le i.t i -.�. .`s,r:1Yk�YIM S&`^tY^:1 3,. I 4p1N f4i,• ,k s: "M1Y.?^ N ei•"i^r%; '"�rd:'r�.:-.: aw��i hx.. —.__\...__ :.irAIP}�' -. LEOIBILfTY8TRIP � �m0ma, m 2 3 3 6 7 9 10 I 1 12 13 14 is 17 16 19 20 21 22 213 24 25 26 27 29 29 30 -- 1 i sl II 01 NON1 90410C !,I.L.I,1h1 , o� I t n•+tA.� r � 1 a 1 4 7 $ 1 9 1 10 1 11 1 12 1 13 1 14 1 15 i 16 1 17 1 18 1 19 1 20 ■ ��� ■ �\ i l� - -'' „r pe AR('HfTECTURENORTHWESII C I I _ L -J sy rd I Fri1!930 SF.'LION HILL DR R sti.t,td (,RF.SHAMr OR 97080 I ILII I 1��' • Nrt1 ` TEL. (503)558-842'f FA�)(�(O!b%42 72 IV L / r NJ c='J 4�,..][^1 F .' � 2 . . ' :,_ • . .! ' c.,Rt_SI{If Aht,lc)I. .- {�'1` ! 1 I �(' - -i i• Gl �MVJII _,utMFlWa' t .1 oxis b O D 0 i-j M COPYRIGHT WE 200 A u, nRaulLcl,-iRC raoRtHwEST P ALL RIGHTS RESER\,ED, NO PAP' 4 THIS WORK MAY BE RCPRODUCf TRANSMITTED IN ANY FORM OR I ANY MEANS. ELECTRONIC. OR MECHANICAL. INCLUDING PHOTOCOPYING, COMPUTER DnlA ` ,;'j ( _ J a ,`,,; OR BY ANY IN[ORMATION OR --- ----- -- - --- -- - r, i -- --- STORAGE RETRIEVAL SYSTEM, E%CEPI ..� a5 MAY UE EXPRESSLY PERMITTTF' WRITING BY ARCHITECTURE a� IrI y 1111 NORTHWEST P.0 THIS WORK IS � SUBJECT TO PROTECTION AS AI • COO ARCHITECTURAL WORK" UNDER ❑ \ wIry / nSECTION 102 OF THE COPYRIGI' _ a - 1, "- __ __ ACT, 17 U S.0. AS AMLNDED DECEMBER 1, 1990 AND KNOWN NORTH PROTECT ARCHITECTURAL WOR 9BQ COPYRIGHT VICINI-TY MAID " ■ ■ E P� 0 _ R ,fib- DRA�IVING INDE�C SCOPE Off- WORK R� F CS COVER SHEET REPLACE EXISTING FUEL i5LAND5 AND CANOPY RE-USE EXISTING z ES U) UNDERGROUND FUEL TANKS. RE-IMAGE EX15TiNG CONVENIENCE ,� V' OFFSIT SPIRAL 32' LT CI SITE PLAN STORE TO SHELL STANDARDS. PROVIDE NEW LANDSCAPING AND O R BOON rya (SOUTH OF CENTERLINE PPE Cn C=N 6 '46'03" _, C2 GRADING PLAN TO ',' l/AINTAIN EXISTING LANDSCAPE AREA. • WU -z_ N • p 4.11 G3 UTILITY PLAN �< O a 0 S VV F LEGAL DESCRIPTION CL '` 1 LI LANDSCAPE PLAN i < R=35 .3l' ---\ UTILITY STANDARD ^ O N LLl y D=17' 4'13" 0 N H2O METER Al BUILDING ELEVATIONn PROPERTY ID W250095 L=106 41' / TI TANK AND PIPING PLAN r� — 0 J C=N 9 48 20 E, P LIGHT STANDARD c l O 10 .00' ��' ` ' T2 TANK DETAILS LOT 1800 SE 1/4 OF THE SE I/4 ui m Q LLJx,106' \ TRANSFORMER SECTION 12 TOWNSHIP 2 SOUTH, 0 W T3 CANOPY ELEL ATIONS RANGE I WEST, WILAMETTE MERIDIAN, 0 (L R=40.00' TRAFFIC SIGNAL POLE AND DETAILS WASHINGTON COUNTY, OREGON IY Q D=7852'02" p C i5•!T6' 2'X3' C.l. Q MONITORING �p PROJECT DATA =N 39 0425 ' E, � � 50.82' WELL I' Z C n I1 CROSSWALK SIGNAL POLE_ ��� I1 I �� I ZONING GC GENERAL COMMERCIAL �.d METRO REQ C NG (] O fr � 2.5'X2.5 0a P zs ^� EXISTING SITE f:REA 34,3�A SF � � � C.r. VENTRISERS INFORMATION -- W h P� x 1 ®C (503) 234-3000 EXISTING LANCS.rAPE AREA '1,062 SF W \ VAULTS \� ©E T E PROPOSED LANDSCAPE AREA 1,063 SF w Z I ti ti�P �0 G O T LIGHT STANDARD EXISTING CANOPY AREA 1,291 SF +.l' 0 ' ® O PROPOSED CANOPY AREA 2,436 SF m A 0 CALL BEFORE YOU DIG ---.� �l z I: o ®("l EXISTING BUILDING AREA 3,153 SF IjJ p Op�syaF O f5.... EXISTING PAVED .AREA 20$24 SF �I O C W ( � UTILITIES ILITIES NOTIFICATION o u ) q' 0 MONITORING v J In WELL �F. // w CENTER PROPOSED PAVED AREA X0,613 SF W p , J � Q z f1j �� ' rW PARKING SPACES 16 4 1 ADA (� �GQA (503) 246-(x(099 a1 Q _ OCCUPANCY - NEW CANOPY M _ o CCS PGE - F+1 OCCUPANCY - EXIST'G. C-STORE M o O 0 METERS ' C.0. ILLo� G CONSTRUCTION TYPE - CANOPY II-A K H2O VALVE�z 9 `�y CONSTRUI:TION TYPE BU!L^ING V-B L MP POST 80 LARDS hQ�P� 2 0 EXISTING REVISIONS: _ (r [CAL) ay lr m 1 --STC/ Y gDILDING PROJECT CONTACTS -_ MAILS X y D m L l z ha�ti C.I. of ARCHITECT O� 1 ARCHITECTURE NORTHWEST P.G. \��' p 11930 SE ZION HILL DRIVE R=490.00' GRESHAM, OR 9-1080 -- D=12'53'03 oNC M L=110.19' = o ,ha�� q P NOTE; ALL N-SITE CURB � PAD CONTACT: PETER KAPPERT'Z C=N 06 0455" E, SHOTS ARE AT FACE do GUTTER. I 109.95' II � �� MONITORING (503) 556-6424 Fax (503) 658-42-12 _ -o P 0 Q J ^ P � WELL i i C) ya 16Z2OWNER. 6 M P �h z I 0 J COIL COMPANY DATE: 12-22-04 TIME N l\ha6 6' LONG N RING u P.A BOX WA 98124-044 - -' 4•' IA r. o ►ro � SEATTLE, 24441 scaEE AS NOTE[) 2 D C PARKING CURBS 1.59.46 Z — -- Lop WAL L � DRAWN: DA'(= CONTACT: JOHN SANDHOP P Nirl: PLANTER (206) 285-2400 x326 FAX (20(o) 285-0639 CHECKED: PHK .IIII. .III�. .r „•,- S 5931'56" 'W 202.17' FUEL SYSTEM DE51(z'N: JOB No. 1320 BRICK WALL ENCROACHMEN r: 157,85 NORTH 1.33' EXISTING a rte,, TOIQ WALL N.W. CORNER BUILDING FILE- 320—CS 0 N.1,11' BUILDING KAPPERTZ DE51GN CCRP PGE PP 1591 W GUY ANCHOR P.O. BOX '102 : �� dr UNDERGROUND ;on�hlanalVy A.{±}fF'• COVER eak 1 GRESHAM, OR 9'1030` or only thA"�' "�°``` 0v �c2uo6 d. y�EgMtT NC1 .�i.rv20 � CONTACT: PETER KAF'PERTZ gs«l.Mtbrto:r-o1c'" NORTI-i A achU s-�v nt (503) 558-9622 FAX (503) 558-1123 A � le'nc( r i 4S EXOTING SITE _PLAN Ya- p1tJ03 3,3I9,40 jl"AF (Ill ■ • ■ 4 I 9 10 11 1 ? 14 15 / 1 9 . -.. :.... ,-uLY4r,wwYi011\-A..4',..wi... .. .. .. - -... ............ --... ..-.. .._...........a..-. ....»..._,,.... .. ....... .. ............ ............. .. ..........r.n.r, w++.-w,... ....... .- I ^m 1 1:111111 ul: _ 141 LEGIBIEITYSTRIP 7 g lo: .: ca I I 2 13 I'4 16 17 Ig 20 21 22 23 24 25 26 27 28 Y9 30 r s O.Icm 2 3 4 g Iom e t►1 I I of ` 2 ti HO o ,I•'',I rl ryiz :aa,�d.��'�""s""'���I+4a�+l�II!� 1�� 11� ��,4�1,1� i����11�1i�+T•��rW�l�i� I T I 1 IO AZ .v Y,. ",t w0...:. .. .. ..., ::- r .♦.».., -iti.:krl »,.h.+ . ._ .. t ��l� •�PM111 .. �!+W, ,. .. W1^,F'+'",:'HFi'�" ,.... I .. ,. ... 'T/F�1 ,.l 1 23 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1.8 1 19 20 . A n KEY NOTES: 2.0 SITE_WORK IRCIME.CII R1 .VoRTNKfvf Ni I I v3o SE Th M'IIILL pR 2.01 REMOVE EXISTING CONCRETE CURB (;R/­V1%if 1)k 1)"(18o CURB JOINT - 5' MIN. SEE NOTE 5 RUIN REMOVE EXISTING PAVEMENT Ft%lygj� B 2% • �• _ C2.03 SAWCUT AND REMOVE EX15T'G CONCRETE 5LAF - Peter I1. ROAD - 1 1 S Gr., f REMOVE EXISTING CANOPY, ISLANDS AND �+�I gtrtr I cF --T-- - -•, - � I_I_ • . . _- -III=gym -1IIi,=�L�I=�" DRI VESL AB 2.05 REMOVE EXISTING CATCH BA51N J, GRISI k1 t)It 2" OF 3/4"-0" BASERUCK / ���`� .•.>, , f', �� .; `:J• COMPACTED SUBGRADE Q . 2.06 REMOVE EXISTING CURB t DRIVEWAY CONCRETE ��/ 1 2.01 C , 2.0� SAWCUT AND REMOVE ASPHALTIC CONCRETE SIDEWALK ADJACENT TO CURB _� PAVEMENT COPYRIGHT 2004 �r 392 • - Im.m5 2.08 REMOVE EXISTING POLE SIGN AND FOOTINGS 5' MIN. ROW ul 2.09 REMOVE 10" CEDAR TREE 6" D REMOVE EXISTING TANK A ROAD . - ;'�'r"c�-"`�`+�''� _ _III-' � BLAB 77 -M77 7 =�- c 3.04 - - �/ 2" OF 3/4"-0" BASEROCK ,� 1 ' S 13'05 3.0 CONCRETE AND PAVING __/ " 1 - - COMPACTED SUBGRADE � 2'-m MAX. AVE .08Il.ml OVERHANGlTYP. •-- I 3.01 EXISTING CONCRETE CURB TO REMAIN SIDEWALK AWAY FROM CURB � '9: �� .- Q, 2.I0 r ,- rJ l EX15T'�. E NOTES: C�1 c� e° 'eNEW 6" CAST-IN-PLACE CONCRETE CURB PER / 13.01 3e 2.02 - 80 DETAIL 1/CI 'e, 13.03 f T j `X •� 5.03 1. CONCRETE SHALL. BE 3000 P.S.I. AFTER 28 DAYS, 6 SACK MIX, SLUMP RANGE Im.m3� h // �' ~' 6 � 01 / � J •� 3.©3 NEW CONCRETE DRIVE SLAB PER SHT. TI OF 1-1/2" TO 3". 23D8 �` c ma �e --�� �� ;L, , �1 � 3.0>4 NEW CONCRETE TANK SLAB PER SHT. TI 2 PANELS TO BE 5 FEET LONG. 209 /ti0 \ 101, 1 3.05 / �' \� -- �� '� o5 NEW CONCRETE CURc AND SIDEWALK PER CITY 0 F 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, (� ;� , A " 3•m 2'04 %s -" �" I DING'S. 0120 AND "125 THIS SHEET UTILITY VAULTS, WHEELCHAIR RAMPS, & AT SPACING NOT TO EXCEED 45 FEET. Ile NEW 4'x4' 4" THK. CONCRETE LANDING , Z N �. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE �`� %°, 10.02 3.01 � a co CURB, THC JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2" RADIUS. = % %° - j'-g' _�"Jf 3.0� NEW ASPHALTIC CONCRETE PAVEr�(ENT, TWO LIFTG � ccc�ttt Q \ �N- // CL E t1G I _ _ _ Im.m4 1 1/2" OVER 2 1/2" COMPACTED THICKNE55 5. SIDEWALK SHALL NAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE 2 O cuRe IS USED OR IF 2.01 / y r 3.08 NEW ASPHALTIC CONCRETE OVERLAY, N 1/2 '�✓.� '� U CV SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. 206 t c►I I r LU OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES. .. . 1 O 3� �� , I / I 502 3.mb OVER EXISTING PAVING) /� O O J G 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3 DIAMETER Bey // ail ` W �] PLASTIC PIPE AT 2% SLOPE CONTRACTION JOINT TO BE PLACED V-R PIPE. / 2.03 y E E 3.02 Y r „ 2 16.02 4.0 -- MASONRY �' h o w Q 2.02 IL fA L�NIl �� 14 -9„ I 5.03 4,01 EXISTING BRIGK RETAINING- WALL TO REMAIN as+ o .ow+ovco BY NO SCALE 2.01 uf:I N 3 08 5.02 3 I AGUSiIN P. DUENAS Im.mi ENGINEERING DEPARTMENT -- CONCRETE I� 5.0 METAL 13125 Sw NAIL BLVD dh fNONEER DWG. N0. �_•- H nwEo,dKOtlR 97427 16.01 ;1:•' r" / •�'!� ®� VOICE (503>639-Hn FAX; 503)$64-7217 MARCH 1998 SIDEWALK 1 20 �•• I 1 _ ,,' .t u CITY ��GA�tO �a>aovw o.r[ �, : -�-• n (� 5.01 6" T.S. BOLLARD TYP. OF 8 PER 2/T3 �-.- L.,� }. cr ` 280518'- " 3.08 5.02 6"¢ BOLLARD PER 2/T3 SIM. W - 3.02 � 5.03 EXISTING BOLLARDS TO REMAIN, PAINT PER LL DETAIL 2/T3 � co • , , s Z k;a o 3/4" R 6 EDGE w Z 1m SPACES � 9'-m" EA. 9m'-m" 3.02 L, - -- _ 44'-.0., 1(x.0 - SPECIALITIES '- j:D Wo m o • lm.ml 13.04 R.= 3'-m' - • �. 3.02 I--- a. W 6•• 5 _ - -_s-' DRAINAGE BLOCKOUT 010.01 PAINT 4 WIDE SOLID STRIPE WHITE AT ALL Q O -r- I1 6 15 14 13 12 II 10 9 8 3" I.D. PLASTIC 0 - _._-_ STALLS O --,_ PIPE W/COUPLING B j I Q W 2.01 .::.. .. .... :.... 1©.c:�2 PAINT HANDICAP SYMBOL AND OFFLOADING 3 - - - - - ''' `' '.'.'.'.'..'.' WHITE UN A,C. PAVING PER 1/5P2 J O Q ° 0 0 G ° 16" L-_. __ -_l]�I Wit . •2.4'1 t.4Yt.4Y�:y..J -_.-- -._-- •,.,..... . ... ° ° o o ° ° 0 % 2.m `'''''' ° ° ° .. 10.03 NEW POLE SIGN PER DETAIL W T ~ . a ) 40 Q 0 ° . 2.01 AT N a K D O 0 10.04> RELOCATED ADA C PARKING SIGN WALL O MOUNTED 6 36" ABOVE CONC. WALK qO o O � 4.01 4 10.05 EXISTING PHONE 500TH5 TO REMAIN REVISIONS: y" NORTH n�T GENERAL NOTES C.pl , E PLAN 11.0 - EQUIPMENT SCALE: 1" 20'-m" I. "LL WORK SHALL CONFORM T7 LOCAL AND STATE CODE 1L01 EXISTING AIR/WATER UNIT TO REMIAN REQUIREMENTS, INCLUDING BUT NOT LIMITED TO THE I' NOTES. CURRENT EDITIONS OF THE UBC, UFC, UPC, NEC, and UMC. 2. NO WORK Is AT START UNTIL THE REQUIRED PERM1-s ARE OBTAINED. THE 13.0 - SPECIAL CONSTRUCTION 6 OWNER WILL PROVIDE A BUILDING PERMIT, TANK PEr�11T AND DOE T4NK j 1 TRAVERSE EXPANSION JOINTS TO BE PROVIDED AT EACH POINT OF TANGENCY ` 04 REBAR REGISTRATION. ALL OTHER PERMITS SHALL BE OBTAINED AND PAID FOR BY OF THE CURB & AT OTHER LOCATION'S AS REQUIRED TO LIMIT THE SPACING CONC. CONT, 's TOP THE GENERAL CONTRACTOR OR THE RESPECTIVE TRADE SUB-CONTRACTOR. �;• aI NEW 42'x58' FUEL ISLAND CANOPY PER "T3 TO A MAXIMUM OF 20 FT CURB AND BOTTOM C' ' 1� 3. ALL LABOR, MAT;=FiIAL, EQUIPMENT AND SUPERVISION NECESSARY TO PROVIDE 2. TRAVERSE EXPANSION MATERIAL TO BE PRE-MOLDED NON-EXTRUDED MATERIAL A COMPLETE PROJECT, SHALL BE PROVIDED BY THE GENERAL CONTRACTOR 13.02 NEW MULTI-PRODUCT GASOLINE D15PENSEF: WITH A MINUMUM THICKNESS OF 1/2". GRADE _ WORK OR EQUIPMENT WHICH 15 NOT SPECIFICALLY IDENTIFIED OR SPECIFIED, PER SHEET "T1 co � PAVEMENT BUT WHICH IS NECESSARY FOR THE COMPLETE AND PROPER EXECUTION OF ` II THE WORK CALLED FOR IN THE DRAWINGS SHALL BE PROVIDED BY T-IE 13.03 EXISTING UNDERGROUND FUEL TANKS PER "TI 3. TRAVERSE CONTRACTION JOINTS TO BE SPACED NOT MORE THAN 10 FEET APART WITH A DEF'• H OF AT LEAST ONE FOURTH OF THE CROSS SECTIONAL AREA. �, �, a•II. .----- -__ ____ GENERAL CONTRACTOR. � /� 13.04 SAVE AND PROTECT EXISTING MONITORING WELL- 4. CONCRETE BREAKING STRENGTH TO BE 3000 PSI AFTER 28 DAYS. /\/�� \/� 4. CONTRACTOR SHALL VERIFY AND CONFIRM ALL FIELD CONDITIONS, GRADES AND DATE: 12-22-( i\\j/\ \\j/� �I DIMENSIONS. THE CONTRACTOR SHALL NOTIFY THE OWNER OF ANY COORDINATED WITH OWNER'S ENVIROMENTAL N . . DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK IN QUESTION. NO CONSULTANT. SCALE: AS NOT[ 5. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MIN. OF 2 FEET j\%\ %\ �41� j //�//\�%//� EXTRA COMPENSATION SHALL BE PAID THE CONTRACTOR FOR WORK WHICH AND MAX. OF 3 FEET FROM PROPERTY LINES, /\\/�\. /\\/\\/�\ , MAY HAVE TO BE REDONE, IF SUCH NOTIFICAT,ON HAS NOT BEEN GIVEN. 13.05 EXISTING VENT RISERS TO REMAIN DRAWN: DAY 5. THE CONTRACTOR SHALL PROVIDE ADEQUATE SAFEGUARDS, SAFETY DEVICES, LLIROTECTIVE IFF-E, HEALTH AND SAFETY OF WORKERS, SUBCONTRACTORS, SUPPLIERENT, SAFETY PROCEDURES AND METHODS TO S AND ECT THE CHECKED: PHK THE PUBLIC ON ALL WORK RELATED TO THIS PROJECT, IN FULL CON!-ORMANCE 16.0 - ELECTRICAL M4f3AR WITH OSHA REQUIREMENTS. _. JOB N0. 32O � � 2dI1 OC. _ 6. THE LOCATION OF UNDERGROUND UTILITIEg SHOWN ON THE DRAWINGS IS ONLY (0,01 EXISTING POLE LIGHT TO REMAIN, PROVIDE NEW FILE: 320-_C, 1 APPROXIMATE. THE CONTRACTOR SHALL COORDINATE WITH THE LOCAL UTILITY CONDUIT TO BUILDING f _ _ COMPANIES FOR THE LOCATION OF UNDERGROUND UT'LITY LATERALS TO THE SITE PLAN A""O"ED" G-�• SITE.- CALL (503) 246-6699 FOR LOCATES NO SCALE II ��J I f* I r ©I � 10.02 EXISTING EMERGENCY STOP SWITCH AGUSTIN P. DUENAS _ J ` I I V I L. t tN131"-1a DEPARTMENT -_ Corrc�o�ror STANDARD PWO Nn 1. CONTRACTOR SHALL ARRANGE FOR ALL TEMPORARY SERVICES SUCH AS POWER, 131��w HALL OIL* nouD oa00%97223 �I I I R �` ,/� WATER, REFUSE AND SANITATION AND SHALL PAY ALL RELATED COST AND .,,.. „.... wa (jos a3� .,n MARCH 199✓s C O N C. C LI R[j 125 � J � �O I V�. �1✓1�✓ �� I All f L 1 CIN or TIGARD rsr. 503 6M-rt9r CHARGES. CONTRACTOR SHALL ALSO ENSURE THAT THE ADJOINING COUNTY P a .w*aM►ora - ROAD IS KEPT CLEAR AND CLEAN FOR DIRT AND DEBRIS WHICH MAY RF5ULT - -. - --- -- SCALE: 3/4"■I'-O' FROM THIS PROJECT. ci TIME oil � 20 r� ■ LEGIBILITY STRIP cm ,mC_ (3 9 in 20 21 2 23 272 5 25 27 ?S 2�? 3C` ZI 11 of 4 0 N I 0810 B � � V r . �I !111I� ltl�.�1 �1.t1. ul,iil. �liII.Ii.1�, 1�� ��IL�,I�.�.c , l..Jia,ll.Il�. � uI.I.>11�I.I1►w.!II! !ai> o • - P^�A. :il%y,yy� 1. .. ' 1<. k: r i. w.. .... .•I., .r.. ..::�. .,_- oY a.y'�. .1.'. .I��. l ... i. �� .. ., .. ,�# .. 5 1ntl,vW ,. -.. �Ilf H KV �M 'Y. .• w.,r .., .. .. , 1 '� „ r n I 4 t n L �I i k , y 7 71 i 4 1 5 1 6 1 7 1 8 1 1 10 1 3 1 14 15 1 1 A tl' UTILITY N01-ES 1XC'N//kC'(l H/ I+hllll ( l !1930 SE LION II/ll.UX GR SHAM,OR 97080 i 55N-N424 WORT: AND MATERIALS $HALL CONFORM TO ALL LOCAL AND STATE CODE !>�L' (5 03) REQUIREMENTS, INCLUDING BUT NOT LIMITED TO THE CURRENT EDITIONS OF THE U.B.0 FAX.1�tkj rljj 1'71 AND U.P.C. AS WELL AS THE REQUIREMENTS OF THE SERVING UTILITIES. R 2 CONTRACTOR SHALL FIELD VERIFY ALL HORIZONTAL AND VERTICAL LOCATIONS OF V`- 1'e[er II �'•r' EXISTING U7ILITIE5. CONTRACTOR SHALL AL50 COORDINATE WITH THE SERVING UTILITY 1,� '�;t�' •ry COMPANIES FOR ALL CONNECTIONS AND SERVICE REQUIRMENT5 f �/ G� • �"LI' 1 `Vl 'LL 3, ALL WATER SERVICE WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LOCAL GRES14OR , S p WATER DISTRICT. WATER LINES SHALL BE TYPE K SOFT COPPER WITH COPPER OR � "- �" 1 S CAST BRONZE FITTINGS, FURNISH AND INSTALL BACKFLOW DEVICE5 AND VAULTS AS ,W• REQUIRED BY WATER DISTRICT. �'� ()( Q�►�' 4. ALL SANITARY SEWER WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LOCAL COPYRIGHT c 2001 SEWER AGENCY. SEWER PIPE SHALL BE PVC A5TM D 3034, INSTALLED WITH AN 18 GAGE GREEN INSULATED TRACER WIRE. OIL WATER SEPARATOR SHALL BE BY UTILITY VAULT I' `,^ 660 CPS RETRO. FLO-5TOP VLAVE 15 AVAILABLE FROM ENQUIP (918) 599-8111 Lu 5. ALL STORM DRAIN WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LOCAL DRAINAGE DISTRICT. 5TORM PIPE SHALL BE PVC ASTM D 3034 CATCH BASINS SHALL DBE 10 GAGE ASPHALT COATED STEEL WITH CAST IRON GRATE CONFORMING TO H-10 z � LOAD STANDARDS. PROVIDE BOLT-DOWN LIDS AT TRAFFIC BEARING MANHOLES OVER U-1 % ' ALL CLEANOUT5 IN DRIVE AREAS. 6, EX15TING ENVIRONMENTAL REMEDIATION VAULT5 5HALL BE RESET TO NEW GRADE OR HA'/_ EXTENSION R15ERS ADDED TO SET LIDS TO NEW GRADES. COORDINATE �N1% II WORK WITH OU,NER'S ENVIRONMENTAL CONSULTANT. � �/ J N1%N, 1. EXISTING MONITORING WELLS SHALL REMAIN AND SHALL BE PROTECTED FROM E �. /� � � ;♦ \% M `Il DAMAGE. COORDINATE WITH OWNER'S ENVIRONMENTAL CONSULTANT, 1V r. g` /, �� 1 • Q 00 � •��'♦ 6; \ 0. N4. /J \. c_; r_-- CV `,.y� n aox F. 1 _1 X W EL U) o4 I it r \ / 1 ! _ I cr- rf l `'� • 1 v ui O ;I ° �! 1 I i ' `� �'• ' F120 LOAD Z •� ', BEARING ADA j Z W O ` • , t ( GRATE uj O Cb ''"'' I i I F IL //—CLEAN—OUT BAFFLE ,J I Fi w/ 4" BRASS PLUG (n Of of _RIM ELEV. W LL J co [j I �f p 4" C.1. OR D.1. -1d Q W o TO 12' BELOW `� Z GRADE ago �_�'-'— •..� � INVERT ELEV. I _ — K L----------------------------------- - ---- ----� I 24" ROUND -ti cr ASPHALT10 N of STEEL COATED BASINo PVC NO HUB COUPLING REVISIONS: - - UNDERGROUND ELECTRIC CATCH BASIN °-•-•--- UN-KNOUJI UNDERGROLIND LINE --- STORI`i SEWER LINE 352P GALV. DIAMOND PLATE DOOR -- SANITARY SEWER LINE FUTURE COALESCING MEDIA - TV/TELEPHONE/ELECTRICe G ` _ N � I N t --- SITE LIGHTING \ \ Lr) INLE C T ls.._..- SHUT-OFF CIRCUIT a+ N � ------_ _ .--^-- rn UTLITY PLAN - GAS OUT SCALE I"=20'-O" �C 4" SCH 40 PVC PIPE .•••..•••... TRAFFIC SIGNAL II q6'1 I DATE 12-22-04 0 e I to c N (O I N p I � \ ;r, I I SCALE AS NOTED -4- 142" co I ! I I � � DRAWN: DAY CHECKED: P H K 12'� JOB No 320 I FILE: 320-C 4" FLO —/ 25 1/4" 1_21 1/2+' 25 1/4 - STOP VALVE OIL WATLI SEPARATOR UTILITY VAULT MODEL 660—CPS— RETRO C3 1 2 1 3 I A 5 I 6 1 7 1 8 1 10 1 11 1 13 1 14 1 15 1 16 - I Crpo iiill2l!ti�i 3Ii11 liil llltl� li!I li jillll III H IIII IIII 4 111 IIS Illllllltll I III II IIII I1�1 II Illlfl 191'11!II1111111 I illl IIII I Ilif) It!I I!I Utl I I Itl VIII IINIIIII Illi) �!II IIS!!!! III�II I III��111 II;IIIIII LEGIBILITY STRIP m I I I I IO I I 12 13 14 18 f7 I® li) 20 21 22 23 24 25 218 217 2I8 29 310 811 I'I bt L 4 HOW 111410L, 1,, ' i���a. '�L�.i�,�.a.I��a��.l�.�.1.�J,�l►a!�,1�1.�lll�Ir.l�.I�1�,�ltt�,��,�I,�ttJ�II�I�Ju�l�ta,111 I�l��• ' ' '►a�,i►�I'•�.�J �..°z - ,,'N- aIMW'¢N;ro...' 1!!a!,W,. nw..a, ?•' `+ I' �allNe 5p .Ma k r«»w.meq 70M �: • i