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13900 SW SCHOLLS FERRY ROAD-2 n,.BULL MOUNTAIN �,1 > / SUN Hqk ti CENTRAL OFFICE Ad a� Zv�xS / Lal i ® I w � � Z c ® 3 ; GTE W.O. NO.: 5490-1301-7BOOlAA W w " CITY OF / BEAVERTON 13900 S.W. SCHOLLS FERRY ROAD / BIOX MAI` TIGARD, OREGON 97223 ti / � RESIDENCE ci 4 PROJECT NO. 3977 ' 0 Q " APRIL, 1992 w W q. S `T C �i w O S*�' / �T O G.IRAGE / 2 CITY q d9 OF O?'/ ��. TIGARD SITE LOCATION N \ 3 + C Vr � , \ �� SHEET Ih1DEX !� I 114ZO � \� B w �(� / / ARGHITtGTURAL v=i Ir I VICINITY MAP �/ / II NG PL 3----- GRAO PES 817E PLAN w 4_____ ROOF PLAN, REFLECTED CEILNGA PLAN u INTERIOR ELEVATIONS 1 DETAILS -- ' �c �� S----- INTERIOR ELEVATIONS WNG/ WALL +l Ir+ 6_____ AIICNITECTUPAL DETAILS SECTIONS N 6A---- 8TVUCTURAL DETAILS CONSULTANTS STRUCTURAL DETAILS / NOTES IIO 9 ____ ROOM/DOOR SCHEDULES NV. CIVIL CITY OF T19AR0 G-1 _____ WATER AND SELLER MANS Aporoved.......................................... ...................f I: ARCHITECT STRUCTURAL TLAND ;' 0-1 ----- DF.TOUR MID TRAFFIC GONTROL6 . / C_3 _____ ROW CRADNG Far on,y iho Approved In: ........... ......... ... BOU9iDAR1'— �� C-4 ----- TYPICAL SECTIONS Far on,y rhD work ea descdbDd M. r HGE, INC. ENGINEERS & PLANNERS BREEDLOVE, MCCONNELL, ORANNIN ® / I SeRUITI.o / ' p ' ABANDONED 'i M1 , / ', � I &eeleRerto:Fol!.s............................................. ..I P 19 NW FIFTH AVE 91'111 909 PEASE ENGINEERS, INC. o WELL ' �. 'I LANCWAPR Attach................................. ... .. .... ..1 I' z PORTLAND, OREGON OM 'p '9 , / 3 IOON ft1B-1SS7 19 MW FIFTH AVE STE 901 T / � ;: /'//�/' '� II L_I _____ LANDSCAPE PLAN Job. a ' / lea, i PORTLAND, ORE(RJN 97909 / s0' C VIEG 16661 21241eee MtGHANIGAL Hy Data: M_I _____ PLOOR PL/W I SECTION § q 1 !' 1 M-] ----- PLUMBOXa FLOOR PLAN 1 DETAILS c : r: 0, / ��\ �� II M_3 _____ SCFIEDULES i DETAILS 1E ry/ . .. V �� NALMi-I MLLE' FIRE NA'31SAL OFFICE MECHANICAL GEOTECHNICAL p APPROVED /� �II CONDII'tONgILYAPPROViO . . . . . . . HSC ENGINEERING, INC. APPLIED GEOTECHNOLOGY �i �(� p o 66APPROVAL Of- PANS I9 NOT AN APPROVAL bP F- Q1 4 OW THIRD AVE SPE WS 9610 RW PIRHT AVE.AVS / v( W E T LAND ,]-/ i, I tL/GTRICAL oea �ONs O OVEASIDars. U PORTLAND, OREGON 67901 PORTLAND, OREGON %601 /.,,. 1 9 :66 I E_I _____ 817E PLAN AC LETTER. . . .., . . . p O E., _____ RL.'�1! PLAN - LIGINTMG � -L- �� aas exam ER E_3 __ __ FLOOR PLAN - P0U1ER DATE fl t AXE y f 1 AREA ) 4S 1O Q O 9 II E-4 ----- ONE LME AN 41 EL'I UUP/'' E-B ----- FLOOR PLAN i ELEVATIONS py ELECTRICAL C�,, O + -�`' ' PUtL TANK J CIVIL Iew ore _ © _ [�j :..:. 1 / o o O , O T-I ----- 817E PLAN • - • _ _ —C3FJ � Z JAMES P,, GRAHAM & ASSOC., INC. � #z _ _ 75890'1 _ — + O T-7 ----- TANK DETAILS Q y� yp. OpgRg7.,1 i7's m HGE, INC. ENGINE 9 k PLANNERS � �u,>:TLAND � — '" — � ` + T-9 ----- PIPING DETAILS �„ T-4 ----- DETAILS, SIGNS PORTLAND, OREGON 67601 U NW PIPTN AVR i7'R BOUNDARY y © T_S _____ TNTC OOUYANCY CALCULATIONS ON w4m PgRTLAND. ;ARGON " 4 41 01 9� p'f SURVEY T_A, _____ ANC 40PIWA DETAILS /gyp / � INITIAL PT. n PLASTIC CAP 6366 GTENW w 0. no.: 5490-B01-115001AA � F J w / ISSUE a oa NORTH CALIFORNIA HAWAII [NORTHWEST 0 SITE MAP �,y,� O66 CTE Plea, ThmmM OW, CA 91062 P.O. sox 2200 � NlentV elPC �� I'.Ir PARTITION PLAT NO.MW-909 , A4 N 96611 P.O. Box 1000, E7x611, WA 99206 O /t i WASHINGTON COUNTY (-v0a^ z LL ® GTE Telephone Operations ® CSP y w o SCROLLS FERRY RD.,/8805 BUR 88-0118 1 Of 80 West Area HGE INC. - :/CVRDw3 MOT 6CALE. I'•20' � �-- WASH. COUNTY FILE NO. 97-904 -TT .....-.�.e.......�._. .. o _ ( IF TNIE DOCUMENT I6 LESS � B llIl1lillEIIIIIIIIIIIIIII-IIIiIIIIIWe� I I� ��I� 1TiTITTf117 1 1 I 'es{ 1• TIfINNI7,1wf1711�TT1T7fI _I1p1l LEGIHTHAN THIS NOTATION1 � 4 T ITIS DUE TO THE QUALITY 1flF AU GUST t THE ORIGINAL DOCUMENT. 11111 I � 1u 24 I II�IIIIIilllllllllllullillul�lllIII111111Illlullllll1111 �ulll 1 ` 1 ` 11 ` ` e ' j 11I)� uu�iuiiul�uu A6P14ALT PATHr - - REBAR 2 � - CONTRACTOR SHALL RETAIN PLS fi0 REI t1 6T0. DE r. C5-3m1 - ---- - _ AND RELOCATE EXISTING SURVEY PIN, WU P / CAP •- - -- TOP RETAINING WALL 194 �D �\ - - - -- PRESSED STEEL SEE SECTION \ -,-- --' - �-' - _ _- x- -_ - - - E SItPPc`,RT _ _ cn TAKEN AT 12460 - --� BURIED VAULT ►, A - ---PR10viDE 5' WIDE --- ARM * � Ul - ,_ BY OT44ERS � - SEED LANDSCAPE BUF1`ER- ----- ____ - • --_� - - -- ---- -- - -- ----- __. � _ _ BARBEu WIRE °� e �1 Z Uta. TECEP► IE _... -- —— _ - - -- — SEE.. — — — -- — w PRE86ED STEEL `� O � Y _ CONDUITS --OVERFLOW - -- -- -� 21'-b' b'-0' /9 -\ i O.D. GALV. I SMG! 7UPPORT o _..- _ ` I, --- - -- -- . -- PIPE END - Q n -- I IDE -OHC. I �`-- _- ''` --— POSTS ARM --J 6 0) -- _. _ -- a —CHAIN LINK GARBED WIRE- I o J I 4n \ - 15 IQ \ �` WIRE Z , m\1 OPS T. ..-._ L / q J �._ Ib 1 y 2 1/810 O.D. ! �n CONT. WI=LD GALv. PIPE g ON BOTH • f?JD P06T6.----- - v ✓ ` O `. o� - - �. . . . ___ SIDES OF ( CC�JCRETE i a y LLJ PIPE - - - - , /�-TT RETAINING WALL CHAIN LINK ��- / \ \ �'.�. WIRE � a , 1 \ 7 z P061TION ANCHOR L,J Sn ''' tiQ 1 9�-(�!_- X a' SCa ' GALV. PLATE TO MAINTAN k R W/ i 4J i. FENCE PROFILE W/ / R8 TOSACK S. GONG. AN:Nt7F2 ADJONING GROUND Q SEED 5PECO )I ` �• BOLTS __. ON THE FA6' END { / \ z TRANSITION TO '• 1 3PEG. lblti'- I .. / 2D) \ --BICYCLE RACK '•� /' k EXIST. GROUND GATE FOOT. -� - ► \ A- '-T.C. EL. 1 31 1 V° `•� BUILDING ✓ ��L k ] PVMT. EL. 89.91 FIN. FLR 8EE 12.E '�- -A � � ------ �� \� EL. 19400 C/3 44 U / \ i �/ • �4INra WALL I/7�.1' � 1. V2. 1 , 1 1 DTH l�F-F� W I \ -- I ce L) � � \ \ SPOT FINISHED PAVEMENT ELEV. z / X EXIST. TREES TO ftMAIN IL CUIRe END - YP. A_ EXIST. TREES TO BE REMOVED ' INSTALL CHAINLINJ p X FENCE w 3' / �' I 1 r,' _ '• ID -� FROM PPTY. LINE ; 3 CLEARANCE�R ' NOT S: / E �( TREE -- / g'-0• / 5- OF ^ -- I. CONSTRUCT POSITIVE DRAINAGE _WALE BOTH DIRECTION AT 5' FROM BLDG. WALL. CORER L. 188.64 UG. STORM \ 2 1,EA E S' RADIUS MINIMUM GRADING AROUND I �k DRA LINE -- , PL 1883 \ • \ / -' � \ \ \ W 87-4 �$,�, a n N `=SIDEWALK �1' - CORNER / TL. l�L..: • ' / W EL. 188. 4 /------END T.C. '�� / T.C. EL. - '� I Q� -- . EL. 188.1 i� -� � �` W AC DRIVEWAY 188 5 \1ID \ D - \ N STD. DTL. OW-205 \ RACE T � Ib Bt.�II. 15 I b' LONG WING WALL19s------� — — - 188.3 -.00 ��'0• 19�1.� --1132 ----- (1 p' ,� ' ND OF SW EL. \ a $ I --, OP LI", _ 4 - ��� . \ .D SLA50 TOP O 0 ,� - EL. 192.1' '� .92b EL. 193.6 r \� \'��\� \ Y. Iffy } / o rHKa _ of \ �/ �` pVMT; EL.189.1 l 8' THIO ---- ( tHK.) \ �-' l�ND OF 1 v T � RETAIN'G WALL- \ /U 1E 18$ 8 UACs. ROOF STOW -0' 6'-0' 1'-t� 8'- \ ( \\ � DRAINAGE LINE ------ -- - - --- =5 1 P �' \ - \ X 6 E�IEIGNT OF RETAINING WALLEXISTIGOF ROUND-7 //--EXIST. GROUNDD, APPROX. 10' � �•?J GROUND- 7 � MI�R1M - \ EL. 190 �-- • ASPHALT SIDEWALK � � � •` ' NATIR GRND. - ►- �i SEED .: .....:..:•; 4:1 ' ELP19P14. ,.OR _ \ � ` :..... ... .... . .••..: .. . . - - \ r-SUMP CATCH BASIN \\--� '.. .. ..':1:1:1.1.'.'.''.... , \ \ WITH SIPHON OUTLET 1\ '1 - • •••.•.•.'...:.�.,.:.'.:......•..._.•••;•.•.•.••• . . \ � �- \ \ - _ \ � IE 1`30.0 (TYP) RIM EL. 193.1 , 4 �- �- -- ---,4DANDONE.D II,IE�_L 11 RCP BARREL 1 i ..:':':'TC3'BE SEALE O \ PRECAST SLAB w/ I- \ ROLND RE PE U ...:...:... . .... .. .:.:. .:•,.....'...'•' . . \ \� cndy 1 \ GRATE 1 FRAME L�, RUT, w 4i.1. emCt 101 1 ...'...;•.•.,,•., •'. ,'. , CL ,• •. •:. :.: •.,•.•• . . . . • �' z �. � - ` "' � �� - 2 ..:':: Y \ \ CURB SECTION �`• CA..'\'Tl PL CE A- \ 1� :.:::':.::..,. • • • ••.'. . \ LOW D TRI T i'�N C�"IPACATED :. . - X - / 3' A.C. PAVEMENT - ----- - - -- -- ----- ------ -------- . ... ,� U .. .. . . ..., • ... "� \ � SEE DET. �' 46' 6' l SHA TO BACK OF CURB) \\ FOR cENCE J b' MIN 11/1-0' MINUS W .. , .. • 01.1.0.0,..0.1. .. .. .. . .. . . . / � \ GETATE ANCkOR- - �t �Gti ,-3 dF _ ..'.'.. .. . . ..... • .:.,.:. Y FIL R STRI \ END - �`� y 11 �p0 w - r.,,�1PACTED GRAVEL ..• ......:. . .. . .... '� \ \ WA RG LIAL Y CURB SECTION k _ SGED '�Da- �� �O a Q • : � FACT ITY ^� \�� mv.7 Z 00000 cx� o ...•.•.•... . ..........:. .. . ::':'.'.'.....'.:':: .. . ..'::.'. '.'.'. ::. ''� ,� '� GTENW w.o. no.: 54�+�-501-7B001AA v �- � Pk . ... ... .. ................ .... _ 1--I II �. .....'.'.'.. .'...:.... . ..... t IAJ [�.. —�—I I I!I I WILL,I I I_ �f ITN"1 =1 I I I=1 I I--I ::':':':':':::::' ' •.. . • :::::.:...::. . .. . . ' '" \ ISSUE_ — . . . ... .. .. k � � q1 II I —I (I Tib---TLI ITET, ......... .'. . .. .. . ..........1.1.1.1 . � 7r TI __T; I I F_LI 1='I T I T�1=-�:�j(==1 I I- :::':.'..'.'.`......:...:.:.:.:.:.:':''': ::.':.............:'::.::'::':'..': \ \ \s�� , CALIFORNIA HA111� _ C] [ ] A I [ RTHWEST _ _ --I -=1 �_ i i=1 I I NO ,1.1.1.1.•. I I .,. . ,.'.................. .. .. ....•.•.,............'..... \ - - - L- ,r�� � FILTER FABRIC —� :• ::•.'.•:'.':•:'. :.:.•:':'.':•:•.•.•..:.'..•..:•:':.:.:.:.:.:.:.:.:::::.:.•\ � \ � ,��, Onm GTE Place, Thousand ONIM.,, CA 91362 P.O. Box 2200, Honoiuiu, M 96841 P.O. Box 1003, EreretL WA 98204 0 3 r � � G-�- � � GTE Telephone O eratlone �-' Z LLI West Area � HGE INC. - -/GRADF_DWG PLOT SCALE: I'm10' ~� WASH C7UN7l' FILE NO. 92-°+04 SCROLLS FERRY RD.,13900 BLIP 92-0113 2 OF 29 1-T�TTt_ .., n. ...._.....T I F THIS DOCUMENT I S LESS 11 11 I I TTT 4 TT1�l�T�TTT jT�TjT(TAT I TT11T�1 1 R I 1111 T l /1111111 TAT I ' ' ' I' 1 9 9 5 2`j I f I I I7L I I ' ` giQ I I 11. 11 i� AUGusT 30 1 LEGIBLE THAN THIS NOTATION, — _�� _� --_ _�._ 1 f IT IS DUE TO THE, QUALITY OF THE ORIGINAL DOCUMENT. �E Z 8Z LZ 9 Z Z £ I Z TZ Z T— 8i LT 9T— 9i ltl�ljjjw, i - Zi'�Illlilulllili� 11T1111u1I11111 6'xb' TI►.E PATTERN CENTER`_L% 9ETWEEN - _ - - CONCRETE PANEL VERTICAL BLDG. LINER JOINTS -- - or, B'x8' � � LOUVER -- 14'x14' >3'-0' 13'-S' W LAG elm LOUVER Z $ o ----- --- - - BATTENT elm - - - l LLI _ � J rYP. -- _ _ �� ' - --- `~ IS'TRUT I I I --- I I I I -- PANEL i T,P 36'x24' LOUVER �I I ,� CEIL. 14 � I I I I i l,l O � � - - - — - -- - - -- - I I ' � \ew 19 . O TMP 251-61 _@A1 TEN _ I I I I i I I I , I w GROUND FLOOR BEYa. OND I I -- —DRY AIR/AIRJ 11 1, I I ' I I I I - - - -- -- - -- - -- - - -- - -- - - -- - - - - T - - -- -- - - - - - -- -- -- - -- - -- -- - - -- - Z 100 II II - - _ - - - I -- - - - -- -- -- - - -- - -- -- -- -- - - - - -- --- - - - - - - -- --- -- --- - -- - - - - - --- -- .s1aLTQ_R q -- - - - - - - - � I RETARDANT ^_-1 I 15 �. :J ® I I I� I I I I I C.I.P. END WALL -- -- I I -----G >: E 1 I i I I I-- -- - - - - - -! I (VAULT) WNST O1.EV AT I ON SEE 2,4 , I FOR V.' 9 COOLER I I I I I I I PLar� ` 1 I I I I I 1 541 I I I I I I I I I I 4'x�, I ' e 14'x 14' \ — I I 13 ���•�' r LOUVER- TA��K$D. - CONCRETE PANEL FUTURE EXPAN I f JOINTS- - 1 13 -- --� }---- I- I - I � � I I 0. BEYOND `:.J tt ,t WALL LINE - I � � b'-4'x7'-8' � I IuvTOt IZ 9'-b, b' I Q LOUVER (2) Wry". I O LOUVER �� - - - 11 --_-- -- -- -- _-- -- _ -- - O INTAKE - _ ® �. I I I - 0 ® LOUVER-- S O 1 GROUND FLOOR I Ul QC FUTURE GROWTH-�i _ TEE I EN I I I 4•x6• .�, BOUT �L ��4T I ON U w 12 CONCRETE PANEL -- - -_ - "� JOINTS - --- - - - - - -_--- __ -�.- - -- �- -- -- --- \ �� tom, 0 D.C. Roma \ \--36'x24' -- � --- - _8 ---_ - _ 9 _- ---- ---- d', X ��� I LOUVER — I I --- O O r r. - —.. -- - ---- - ----- -- - ----- - d Ln o x 1 4'x8'--, — – - I I -- W - - W -I u w rYP 36' WIDE x 30' TALL I� _ I M -j TVP. '� TrP. I 8' TO BOTTOM 6 4_0' I BATTEN I I I joltTL *rP. I IL I I AGM I CABLE BLOT — t- IG FL AND FIN (� ROOF HATCH 1 ( JL_ 4 - - - \ L - - - - - - - - - -_ _ - - _ - - -- - - - - - -- -- -- -- - - -- - - - - - - -- - - - - - - - -- - - -- - - -� r I I --1 I j ACCESS LADDER 1" I T. FOOLING --- STAIRS TO I II I I I I-J BATTERIES I 4x5 CON CABLE VAULT- 1 I i a TACKED. I I I I 1 11•..-, 35OK1,U 3 ELF'ISI�AL 2 ( _ _ -- — O O - BTAG►NG EAST 5LOVAT I ON � � = - _ - J � GENERATOR �3 - 1 I I —C.IP. END WALL H r ANU 1 I - � L--- ) �° •, -o� C VAULT) Q n 3' CLR 0 C.ENERArr�c� �l f —DAY TANKjA"n -----�- _.--- LL co FUEL LINER FUTU7� EXPAdSION --- ^--�\ j,-- JOINTS PANEL -----= INT LOUVER g' 25'-0' b ib ..0' b 32'..x,' I b' 1©'-0' 8' I I 12 13 ----- ------- _ �__ ___..___- LOUVER 14 ELECTRIC I I 114'xi4' -- 25 -0 - - ---_ - ----------- --------- - I }� _---- - -- - ---- - - -- - -------- - 4'#x3'-b' BOLLARLV8-J° ° ° ° I Mt I �-- TYP. OF w �-4' 20'-0' I I I I - I w -_ _.-_ _. - -- ------ ------ - I I 2'-3' 3 ECL SPACES. (TYP. EACH PLAN I �^ -=-- - ----- I I - t�OR�H ll7AL L GAM NORTH I — - - - 4 •, G F R 4 FIN. GRAD$ a CGROUND FLOOR FLAN I . -- -- -- -- -- - -- - -- - - - - - w Cl 5'-0' 13'-4' -L II I I _j fI l- >- - -- - - - - -- - _ - _ -- -_ _ = _ _ _ = _ - _ - = � N - - - - - - - - _ - - - - - -- -- - - - - -- - - - - -- - - - - - - - - - - - - - I - � 0 ,� NOfi�TL � T I C�1�1 '✓AULT 2-PULL TUBER i _ -- _ 3 ve••r-c• `� QP GTENW w.o. no.; 5490-501-1BOm1,4A Ljj = _ O � � (L NX . . . . . . . . . . . fi ISSUE _ _ — -- o a -- GAS MONITOR IN • [�! vALIFORNIA �- - -� HAWAII [__ NORTHWEST WATERTIGHT ENCLOSURE - One GTE Place, Thousand Oaks, CA 91362 _ P.O. Box 2200, Honolulu, HI 96841 P.O. Box 1003, Ererrtt, WA 98206 O i /�/ ILL. r2C'�_5Lrm VAULT PLAN � GTE Telephone O Operations w O SCHOLLS FERRY RD., 13900 � '-0• SUP 92-0113 3 West Area � 3OF29 HGE INC. - :,�LRUWG PLOT SC 4LE: I/B'■1'-rJ' IF THIS DOCUMENT IS LESS I T IT�I TTr I �t77 T �1II �TT�r,'j71111111111 T�t �Tli�tt�>� ^ 2 1995LEGIpLE THAN THIS N�)1'ATION 1 � 4 J 6 � 8 1� 11 AUGUS ^ JO1 ' _I__ No.M IT IS DUE 'I'U THE QUALITY OF THE ORIGINAL DOCUMENT. E - 8Z 8Z LZ 92; 1�11131111111111 [I I �I L IIIIIIIIII ! ! VIII ILII I�I I I I !I II ..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . V) OVERFLOW . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . =77 STORAGE ­K77 SLVES ..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . z HE IJ El Ll P, j-1 Ll E . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . z r . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Cw) . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . 2tV 1z . . . . . . . . . . . . . . . . . . . . . . . 2V2❑ MOP 511"K VENDING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . t03 N �q ODRY 141R/ SUSPENDED CE IL INC ><' I 1-j1 JANITOR . . . . . . .1z tcna . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . V1 ...... . . . . . . . . . . . ------- W 4 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . El U GUTTER . . . . . . F El ............. X . . . . . . . . . . . . . . . . . Z 2V2 CLOSURE . . . . . . . . . . TOILET . . . . . . . 3 Z Z ,r) —----- LLJ GYP SHEATHING--- . . . . . . . 4 WOMEN [:V114 LE ❑ FULLY ADHERE:D SINGLE PLY ROOFING ON TAPERED INSULATION GYP. O ❑ 5REA< ON STEEL DECK-----, SHEATHING ROOM HAT CHANNEL ❑ 24' OZ. =Z,28 SIM ON 6, s%. JOISTS 1 ❑ 2'x2' RULBER OZ. -AM�4SRED UALK PADS 01CJ ROOF HATCH MEN . . . . . . . . ...... DtD ❑ R I C*rm ormarA 1 I= KwAV5 ONTAIL 4 RCOF DRAIN z SILVER Ux4.8 BM T 4- HALER 0 MASONRY --mown DRAINAGE LINES ROOF eTORM WL METAL ROOFING CX4 I VA kNo CHANNEL 0 LNORTH -7 C4MNTER FLASH 4 24' O.C. ON 6' d) T141CIQIE,15 OF INSULATIONJ TO WILDING STL. JOISTS R100P PLAN 16' Oic. 2 I Id LA6*4-41 EQUIPMENT'� / // / O A -1 11/2' DRYVIT MAINTANENCE ON YGYP. SHEATHING wbX6b ---- \ -- — - _ -- -__— V GYP. SHEATHING W6/.Sb Gyp. SHEATHING wbxab SEALANT-- SHEATHING ON GYP 61-E LLJ LLJ SURFACE MOUNTED METAL STUDS DRYVIT ON REGLET GYP. SHEATHING NORTH 2' x 4' FLOURE5CENT LIGJ"T SUPPLY bn L TIAL FLOOR PLAN COUNTER FLASHING ... .... .... .. 2' x 4' SUSPENDED CEILING GRID NORTHEAST CORNER l-r !'-OETUF;N METAL ROOFING V4' STL. IR TYP. CONTINUE ROOFING FELT--j OVER IE GYPSUM BOAF"�) CEILING ON 150 BLDG. v -- —3'0 STD. a I I I I ` -__� NORTH STL. PIPE LOC TED CRILING PLAN IP COLUMN 20 GA I I NORTHEAST CORNER OF BUILDING I I CLIP- \.AJ I I (CONT.) FULLY ADHERED M 1/4' TYP. Ill' ROOFING ON I I -11,2' DRYVIT --v 3/16' WELDS POj-YISC^,YANURATE ON YGYP. IN&!LATION-----\ SHEATHING- • 6' CONIC— SLAB W/ PA 6 %bl GYP. SHEATHING 12' E AC3 4 WAY ON &'-2,14' r MINUS COMPACTED CN MOIeTUW BARRIER GRAVEL. to' STL. JOIST 01.0 16, loc.­-] (V x 6' OVERFLOW A L K�4 2 METAL TRIM MITER DRYVIT TIT 6' -S/4' MINUS CZMPACTEr, AF"':`OX 7 GRAVEL—7 Li 41: 3' STD STL. SEAL.41 PIPE COLUMN 5 ;i BOLTS r 1=� QIP, � - L6)tCgv4(CJNTINUOU5) 21-81 --11/2- DRYVIT ON YGYP. I----J SHEATHING 1111 1 METAL STUDS. 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Box 1001 Everett, WA 98200 0 4 WEST ELEVAT(ON ---- - 7- LL- LIJ n • GTE Telephone Operations w SCHOL.LS FERRY RD., 1390C T- BUP 92-0113 West Area cn 4 OF 29 W-sE INC. - ./RESTDWG PLOT SCALE- IF THIS DOCUMENT IS LESS JT79 Ti7ir �1 T T F 11 IT� TTI 1995 LEGIBLE THAN THIS NOTATION, 711T,T 1 11177 11 AUGUST 30 TWL IT IS DUE TO THE QUALITY OF' Nolf, A.'Abm THE ORIGINAL DOCUMENT. 11 6 L Al Ell 11-1 tli 1 1111111] , ITi111��II►fIII��IIIIlITI1�IiIIIIIII�uIII `1� I 1111�I►�`III►�IIIIl� 1 1-162711111 1111l 17t, \\ .j "irr,:a_.,auL$.±di,kw" If,:;i,:tilrWSN6Ya.1..' — " 8♦LYA�Y ,':il> Af ., .. ' '4AI.WIIIYmalllafPt'.ns'•'R.!"�n. NNW r I I V) 1cy- ELECTRICAL Z � a �/4' WIRE - - - -- - - - -- - - - -. -- - - -- - --- -- - _ _ _ J �- - _ - J SWiTCH GEAR Q GLA85 V - 4'x5' _.. --- J aj 7ACK50. 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I _- - V �L -1/4' TEMPERED t I I` GLASS 1 tD / WOMENO ie' O : : : : ____ O - 0 I \ ? 4' VINYL 1 14 4 VINYL Bl'L,E , 4' VINYL RASE I } o � � Room s) Room 016rol-NNROO 01B Room #9 Room 4*� SOUTH ELEVATION v4''r-°' EAST ELEV.4T!ON v4'"�''m' WEST ELEVATION 14''�'-O' NORTH ELEVATION EAST ELEVATION U W O - --- - 9,148 - -- --4'x8' FIRE C4) __- RETARDANT PLYWOOD O a _7> L.1 0 10 i 0 O C] 1 J r� 1I > IIth \ 4' VINYL BASE I i 1 � _ 0 / - - - - - - - -- '� ----1 - --- ROOM x'11 o ROOM 012 1 WEST ELEVATION v4'•i'-m' SOUTH ELEVATION v4'-I' r_ 31- NW 54150-501-150014A -- w —1 Ld ROO1"t 1010 ISSUE - -- - ._ .._ _�. a_ROOM ROOM 010 SOUTH ELEVATIONr; (_.__-___I `� � 8 L_� CALIFORNIA N NOT�iE$1 -- HAWAII �_ _� EAC,T ELEVATION v4'•r-rIi, ,'' �. _ . _ ___ . ,�Nhf;• ►t I� : One GTF. Place, Th,imand Oaks, CA 91361 N.U. Box 2209, Honolulu, HI 98841 P.O. Box 1003, Everett, WA 961206 O 40 / GTE Telephone Operatione w �- BUP92-S FERRr RD., 13900 West Area _V) U92-0113 .S OF 29 HtsE INC. - :/ELEVI.D11G PLOT aCALE: �/4'■1'-m' f . ' � r , .. .V.• - ..,�": � �� q.raMlNMwwrsnwc9�{s'e ?Pf .. w.. _ y :. : 1s - I* , .:.....•:.1..115.114..':- � ':.: .... .. - ... - — IAUGUST 30I � 1995 � _7 r Ir THIu DOCUMENT IS LESS LEGIBLE THAN THIS NOTATION, 7F7 167FT7Qti G F # � IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT. _tilli-11 -6Z8Z LZ 9Z Z Z E Z IZ Z I 8i. LT 9T 9i 16[ ET ZL TTT 6 Lf I I I I I �fI 1 (III ( IIIII IIIIIIIIIIIIII Illl�ull Illlll1111111i1111� Illdllil IIIIIIII IIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIlul . 11llll�lllllllllll llllJ llll +► 11►+ I+t+ ►►�� ++lllJ+ Flu +lll ►II► IIIIIIIIII IIII lI , V) 7- 0 Z Ci O n N (!1 2 4'►x90 WKIT < LLJ f ---- Z LiLi 40x80 Im C11 � 3 � d O o 9 Z z ,n o O - o i 4' VINYL_ BASE 4' VINYL RASE 1 ROOM 0121 013, 014 WEST ELEVATION 1/4'0'7 — TAPERED INSUL. FROM — -- 21%' FLAT INSUL.- 53/4' TO 21%' 21i?' FLAT INSUL. \ IF V1\7 �v \n1_\ZV �'_ - L ------ _ --- --- — ---- 8 ---- \7\ 22 Kb JOISTS 1'-2' O.G.-- > O GYPSUM PLASTER U I :1r;, K1 JOISTS • 1'-2' O.C. 26 K1 JOISTS • '1'-2' O.C.- - A1 I --REARING of JOIST itt v 2 r-� c , Nlc�� MTOLL -- z 12 =�5 �eM F � 0 13 _ !4 �_e��� �t� 0 0 i w � � J H P F- W - -- NORTH/SOUTH SOCTION - _ - 2 � a \\---26 K.1 JO 5T8 • 1'-2' OZ.— -- —GYI°SUM PLASTER GO 12 *S E55 o d 01JANITOR VEND I NCz Q 4' VINI'L BABE - - — ——--- --- - - --- --- _ C.) C, I II < o w Q it II ► � No z I 3 Q �rc ��48T/UJ�ST SACT ION _ �TE1�l.0 w.o. no.: 549tT-•i�s�''�1-'7B��lAA �ue1tJL --- , L_T__ ._ X Q U CALIFORNIA L HAWAII [-V-- NORTHWEST One GTE Place, Thousand Oaks, CA 91362 P.O. Box 2200, Hovoiulu, K 9680 P.O. Box 1003, Everett, MIA 98206 0 LS SCROLFERRY RD-, 13900 SCH LLS F / GTE Telephone Operettlons BUPLij 6OF29 West Area HGE INC_ - :/5F_CT.DWCs PLOT 6e_-ALE: I/4'■1'-0' 1F THIS DOCUMENT IS LESS 11T TTI 1 )1 1'1 TT i'111T TT TI I� 1 P 1rl1l 1T c-i- 1 n c I,1;GI13LF 7'ffAN THIS NOTA'T'ION, - --- Z -�T 4 1 6 I I7g I I 1 l' IL 1, � � 1G AUGUST 30 1 ` 95 ' 11 IS DUE '1'0 '1111, QUALITY OF 'NIE ORIGINAL D0CUM1,.XI'. I r - -- _- _.-- — -- - - - - - --- �11111 6�Z fZ GZ 9Z I ssZZ £ Z T7Z 6T taT GT 9i 9T 6i Ei 7 [ TT TGIIII In �11 lllllllllJ __T _J6 IIIIIII - --- -- - USG 6008T20 GzYP. BD. '' II � * I te{ STEML STUDS il'61 - -- -- T --- - E QU� 1 IpI} I E I V T feal I • I6' OL. 2-4/4' PLY"WOOD I 2-1/4' i';_YLOOD W �� ADJ. '3NEL VES USG 6D08T20 ��� � �I ADJ. BNFL VE8 � STEEL STUDS ---`�-�_ � ; n N • iG' OL. - j _ \\` - DOUBLE STEEL STUD l I e � + GYP. BD. 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ON I1/2' -- -- --- 51/ ' TILT UP 7 BOTTOM METAL FURRING CHANNELS _ LTORCONT. FLASHING W/ INSULATION. -- - - --- o CONCRETE WAITILE AGOUSTI ATI(• GENE Y) `�---(2) CONT. Lbx4xb W/ ap `1711 %'o THROUGH BOLT r -__- - -- i 1 1EC�. RM •" OUT51DE �- _ -- - 9' 10` WIDE x 6'-3' NIGH �- --------------- 9'-10' WIDE x b'-3' HIGH �""r'�M OT - 2' CHANNELS _ LOUVER W/ BUG SCREEN I LOUVER W/ BUCK SCREEN Z 00OR BO • 36' ON i I j «---- l MOTOR OPER DAMPER _.--- -HAT CHANNEL � • 12' O.C. -- NL MRS W/ FILTER WA" OFTA!Im rill �N I$TROT � CEILING RACK - PRE. FIN. METAL w COVER F •.t'-o' - 3'•t'-m' -- ---- SUPPLY/RF-TURN LINES '1 '1 M�C�. Rl"1 OI�TS I D� SEE MEGI+ANICAL W -- `r W -- -- H.M. DOOR - sr�' CxYP. BD. ON Iii?' - _ cn WE NSULATRRING N. CHANNELS - ----- - _- - l -- _--21.1NE8.2LU: z -AGOU3tIC IN:3ULATION TAL I ------------------ -_ ----- - _--_ACC-- -- (• GENERATOR RM. ONLY) -� ACGU-2 � ---._-------------- - - ------ ° GAa�r- TED SHEET, METAL TRIM, lyi' SCREWS • -AUTO. DOOR BOTTOM _ PAINTED SET IN SEALANT. I'_0'_ 1'-m' 19(x' ° U.C. 0 _ ` POP RIVETED TO DUCT. — i , 1"(�C ANfC,4�. fi�i"i EQUiFMENT Ri„1 " _- '' iAs'xIA's' UNIStRUt FRAME VERT. UN15TRUT SUPPORTS r _ VL. TILE �c " • CORNERS • 8' OL. CONCRETE - _-DUCT 0( DOOR THRE�OLO ?HT1.. - DUCT PENSTRAT I O>`! :ATL. 3 g 13 LOUVER DETAIL 4 MUCH LOUVER/PIPE i OT1.. '1 +� RESTRCX)MS 5'•t'-�' s'•r-m• 1 U n 5/4'•1'-0' 3/4'■I'-0' .a+ I Q FIRE RETARDANT PLYWD.- -- - 1���� 5�/2, 2-LAYERS 4 xl2 WIDE GG+� y - - - 1 -2' CHANNELS • 3h' 0C. � T�! G 1 L 5/7 - E�OLLOW METAL _ SCREW FIRST LAYER TO �METAL HAT CHANNELO W/ DOOR - -- ►� _ _- -- -,- - 10x2' SCREWS • 8' O.C. - �? M14 RfB: -SEALANT �'�' GYP. BD. ON ---- ------ --- -- -- SCREW SECOND LAYER TO FiRST W/ 1t'2' BUGLE HD. 1 r2' METAL FURRING _ I SCREWS • B' OL. NOTT CHANNELS W/ •• •• ` , --------------- -- - _ _ _-� -----� _ �- STAGGER 70P CONTRACTOR t0 PROVIDE INSULATION -- - - - ---- - --_- _ . : b' CERAMIC TILES - __ _ .—_ _ ,� WRITTEN VERIFICATION OF r QUTS iCHANNEL. , FIRE RETARDANT PLYWOOD. � * I k I I V S D E ----- 1D E HAT CHANNEL % • 12 O.C. 22 ki t�00fiR J�4M� 1g 1 HR. CEILING Ig -m AiBCJtiE . r4 FIN. FLR r I fie' GYP. BD. . - > I w 1,1SG 600ST20 �` ar STEEL STUDS DETAIL • Ib' O.G. _ 4' VINYL BASE I - __H m DOOR IN,51FDE r-VL. TILE GUTS I1 D j - % -1 s,4'•t'.o' F- DOOR 50TTOM C�TENUJ LL�.o. no.: S49t'd->�®1-78,DOlAA w NEW THRESHOLD •„ o II'-0' A[SOVE _. ` ^ ..1 ISSUE 0 FIN FLRa n �-- f ✓1 NORTHWEST �• . Rya �. L� CALiFORNtA � HAWAII L_--___.� � 2 1/4'X1/4' ANCHORS • "� �, • t'po N� 2' FROM EN7,3 1 24' O.C. I One GTE Place, Thousand Oak>!, CA 91382 P.O. Box 2200, Honolulu, Ni 96841 P.O. Box 1003, Everett, WA 98206 �.? . MAX. ALL METAL MAY BE SHOT TO CONCRETE. OtOR tg4L0r GTE Telephone Operstlone ;; (� 9 �t►�IL.I. 8 O SIL AL West Ares I� •1 I t�'•r-0• 4 "I'� HGE IN - :,'D7L51DWG PLOT SCALE- i'•i' SCHOLL S FERRY RD.,19000 WA - BUP 92-0113 7 OF 29 t IF THIS DOCUMENT IS LESST�T iT1TT T� I �. I �TjTTT ITT Ili 1 T ^ 1995 ncLEGIBLE '1'IiAN THIS NOTATION, T;; 6 Ig71o7l"T 11 1I AUGUST lI a7 iJ 1 --- - ---- I'I' IS DUE TO THE QUALITY GFN0.36 - THE ORIGINAL DOCUMENT. -- - -`- -- - 11111 - - -J- I - ` E Z 8Z LZ 8 Z Z E� Z T8 �Z I ta�t �Lt 9T tl Et 7.t tT t '6 L Bill IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIilI IIIIIIIII IIIIIIIII IIIIIIIIILIIII�IIIi IIII�IIII IUIIlII111111I1111►iiII�IIIIIIIIIIIIIIIIIIIIIII 1I hill dill 111111111111ll1 �� Ili� 11Jl�llll IIII��►�� 1111 Nil t:, 86'-4' OUT TO OUT BURIED VAULT 25'-8' ------ - 34'-0' BY OTHERS 8° e35'-0' 8' 21'-6' 8' 3' J - - ----*-- --- - ---- � •,q • 12' O.G. x�' �• � - ._-- .__-- -- --- ----- ------.... ----- - - - _ - -- II (ADD 44 • 48' x13• W W/ HORIZ LEG INTO NORTH WALL OF L4J FADJ. B.OG..1 DLDG. 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WAY - (TRAVERSE ——e9 1 1 REBAR TOP) _ -4 • li' EA WAY O I(3) +6 µ • 24' OC. _X-6�-- -- -n --- --- (3' ^-LR DOTJ DRAINAGE A NOTE: SYSTEM PEP. - - -- — - -- --- - — - - �-- — -- --- -- - - - - — - -� PLACE (2)•4 HORIZ • ARCA 4 - -- -- 1 d OF ALL VAULT WALLS. GEOTECN ENGR I PROVIDE 2'x2' CORNERBARD * }. L--d REDAR. ALL HORIZ WALL U1 0-11 f Q CABLrm VAULT SECTION C�4F- �. VALI .T SECTION ' $ 0 � NORTH Tkft EAeT A WE6T WALLe 0.00-0' : �00F NORTH OF va!Lr FRAMING PL4Nr2__`-fOUN0AT ION PLAN CONTROL JT. • MID () vr�'•1'-a' V1�,•.I' PT. OF NORTH / SOUTH WALLS OF VAULT j-5 • 10' O.C. VERT. I~ U * NOTED_ .4 REFERENCE PANEL NUMBERS PANEL NO. INTERIOR FACE -- _ FROM ELEVATIONS ON SHEET 3/9. O O O(CO) •5 • b' O.C. VERT. ,� w I 8 9 0 I1) USE •4 • 12' O.G. EA. WAY �-------- • • •/ J CENTER IN WALL �- © l2) 5 TRIM BARB • TOP, BOTTOM 1 CC;ENtER `�/ERTS. IN WALL) � 6' PANEk---- ----- I • EA- END. TYP. ALL PANEL$. 5 • 12' O.G. v1=Rt � GEN"ER IN WALL p Q 0 lJ USE VERTICAL: •5 • 12 O.C. i x w 2) •5 ✓ _ 5 -� \� •4 • 10' O.C. w C ALL PANELS b' NET. REVEALS HORIZONTAL: 04 • 12' OCG. --- -- ------ --- -- --- - ---_____ --_---_- --- - _-__-- BREAK ALL w TO BE �2' DEEP MAX. �'� 13 (CENTER VERTS. IN WALL) j' ROCS Z _ _� NORIZ REDAR � SEE ARCH FOR LOCATION T---=----_=__ - -- - - -- - - - - - - --- -- -� = - •5 • 12' OZ. VERT - '. .� • DINT V) -(2) •5 CENTER IN WALL -� --(1) 3x3x1/4x0'-3' c0 o�j I -- - - - - - --- -I: TRUSS CLIP W/ (1) I W ,. e ✓ , .. '. . , r P 4b'# THRU DOLT - SEE ROOF LAN ROOF 5 • 12' OCG. VE - -- - - --- - -- ---- -- I � CENTER IN WALL, W24xb8 PAFABOLE. si4'♦ x I'-b' SMOOTH ROD SLOT HOLES IN _N �ZLEGB • 24' OAC. SET LEVEL 1 -'c' NORMAL t0 • • b' OC. YER . ----- - - (2) 5 ST'%. .418C BOLTED (GREASE 11/2 OF ROD) - - - - -- CENTER IN WALL, 'x 6' LOVER J (A325-F) (3i4'o) CONN. -4 TS5x5x5/16 = p OPENING •4 • T (REACTION 33 KIPS -J t COL. FTG. 3/4' CHAMFER JT. W/ JT. - I DL + LL) SEALANT PER ARCH. di' (2) Il ----- O) •5 it 12 OCI --- ° ---CONT. CLOSUR!` LU - --12J HOR17..I - STRIP • SOUTH O PANEL CONN. OTL.. ►- - - 8' x 8' LOUVER uO " - MIN. XC-7 WALL AND OF THE ADBOUTH p LE OPENING --_.•4 • 12' O.G. 4'-ON %� VAULT ' EAST PL,4N VIEW 3' 0' _ (2) 5 HORIZ x �-7 --- ---�- x WEST WALLS i1a � '� cr • /-(2) 5--/ I r • 2� 2. : - -- - --- - - - -- J -- - GROUND FLR eIN C4W—W 6LA6 .er►ea _...._ BABE !e 6x1bxl'-0' ----- -I , -- A� X - _ - l2) 5 - -- ncour+ .. - - - , W/ (2)'i4'hcl'-3' �, --- --- - - ----1�2'o PUDDLE WELD eL- � --5 • 8 BELOW M.B.S. (9 GAJ I OPENING -(2) 5 -5n�C'- D�L�NUT W/ r EA. FLUTE — --.. - - _- BAG. t 3/4 PARABOLTS *24'oz. j 04 • 12' O.G. --5 • i2' O.C. VERT. -- _ { � ' - -- -- - 26 K1 TRULZSES � 1/2'0 PUDDLE WELD VERT. TIES x CENTER VERTS. ------ • 1'-21t OG.-- 3 8 --1.5 HSB 120GAJ -3 ^ ~ IN WALL a•'♦ x 2' ALL-THREAD -.; o U DOWELS • 30' O.C. L6x6x1/2Ems" I -- 3 i�ANEL 1� r4 PANEL EXTEND (3) 05 LONGIT. WALL FTG _' ---- (2) iia' PARAEbOLTB CENTERED �N • NET �n� •I -m' - ON EA. TRUSS (°J GAJ -TRU�s $. --� sn4•.r-m' RECBAR THRU COL --- - FILL • 24' O.C. MAX. L 3x2�2x1�4 cvnt._ 2 WIDE WALL BETWEEN TRUSSES. DTL. FOR WEA INC; -3 --- ------5 • 6' O.C. VERT. 4'-6' Sa W/ (4) % EA. WAY FOOTING BEYOND C` In _ COIVt. L 6x4x3/8' (CONT.) CENTER. IN WALL - ---- .--_---__--- - - �---"5 • 12' O C. VERT. .NOTE: BOTTOM l3' CL.) INT. FAGS OF WALL w --- - ---- - i LF - --12) 5 ALL PANE�B (CENTER: IN WALL) COL. DASE CONDITION APPLIES , ALL COL'S • WALLS EXCEPT • 4 - - -- 4 PANEL L OPENING - ---- -_._. _ -- - - --- -- -- - -- SW COL. WHICH PILASTER DUE RE IRES DEPTH. CL G. VERT. -- ( 'S • 12' O.C. !2) 5 EA. BEE 10/8A. ■} I 11A I RU88 META 11. CENTER J VERT. �EDrtiE (TYPJ ;1 - - - IN WALL --4�' GY10. BD. ON 14e' E,�ST AND WEST WALLS 1 °'1''a' a I W STEEL STUDS. (BcTWEE:N COL'S.) 05 • 12' OG. C2) •5- - - - ?J 5 - -5 • 6' VERT. -- __'_ f 2: i;. ,., 11'2 EPS lNSUL. V) VERT. --- :. Q _- -- - - --- N (SIM. TO OPP, �-5 • 6' VERT. - CENTER IN WALL 'n l'-�+' X 6'-4' - ------- _ _ END OF PANEL) � l W LOUVER OPENING DBL. DOOR I I • LOUVER OPENING '' I I a� " T#�1� DETAIL � tJ OPENING •.q • b' OAC. '� -- (- 9 1�/ALL �CT I ON • _ HORIZ TIES 5 • 12' O.G. 04 • 6' CSC. HORIZ. TO PERIMETFR WALLS X I x -� VERTICAL 1--6 TIES x �3 ` N I eouTH WALLO 1a'•r-a' BETW. TRUSSES .� CENTER IN __--- l2) WALL — --- -- � � 'S-� GTENW w.o. no.: 54SO-821-�80,�?!:.=; t-- J GROUND FLR - -- - - - -- '� - -- - - -- --- -- -GROUND FLR Q� tli r-- - - - -- -- — -- ISSUE o � Ct -•4 • 12' OCG. -- - ' CL f'-) Q HORIZ. �- [� CALIFORNIA L -- HAWAII � NORTHWEST 5 • 12' o�- _ One GTE Place, Thousand GJs, CA 9130 — P.O. Box 2200, Honolulu, HI 96841 P.C. Box 1003, Everett, WA 98206 O i PANEL '1)II �, ANEL '�' GTE Telephone Operations Lw O �'.L3 FERRY RQ., 13ti00 `• NET 9/IL'•I'-a' P I� w BOF 2-01 l3 f' NET 3/If'•I'-m' West ./'f►rea (n e of ss HGE INC. - :/FRAME.DWG PLOT SCALE: 1/Ib'■I'-(�' I F T1i 1 S DOCUMENT IS NESS �I�1T1 i'TTj�I� rflf� T 4 1 T�Tj1�TjTiTiT1'-I(1T1T�TjT�f 7T�T�� i T 111T TT Tl ITT7 1T11I1 TT1�T rl /� �n� ' LEGIBLE THAN THIS NO'T'A'T'ION, --- _ -----�' I_�I I-_I 16� I I I : 8 I . 71O I 11 I 1G AUGUST 30 7 IT IS DUE TO THE QUALITY OF ��------ "L -- --- _� No THE ORIGINAL DOCUMENT. -- - _ -- --- - - - _ _ • E 8�Z 8ZLT 8I QT -`fir-Ei ZT Tt T 8 I L 8 9 £ Z t.36 �:�u■l IIIIIIIIIIIIIIIIIIIIIII�► � 1 I � 1 ~1 111 Il,llllllll►I�lll� �Ill�ll I11�111�111��1�lIII�IIIIII I Il�ll� � IJIIII,�I1111111�11111 � �� �� l III11�1�111111111�111111111 �II lllill�111�111ll1(11 Il�lllillll I..� �I �i1�Illll I II �lil.11llilll Illlllll 1 V) GENERAL STRUCTURAL NOTES Of W le 4x�4x0'-6' ''`:-- � Z g GENERAL: W/ (2) %'# x 4• �" GEOTECHNOLOGY INC . REPORT DATED JULY Z NEI80N BtUDS• 6''-NET(4' IQ DIMEN VERTJ- 1 . SOIL PRESSURE ASSUMED: 2000 P. S. F. D.L. L.L. PERAPPLIED L 3x?x'% .0'-4' - PRECAST PANEL _ N 31 , 1991 . Q 2. ALL FOOTINGS AND SLABS ON GRADE TO REST ON MATERIAL AS APPRnVED BY A GEOTECHNICAL ENGINEER 0- � LICENSED IN OREGON. NOTIFY ARCHITECT IF CONDITIONS OTHER THAN INDICATED ARE FOUND. - }nb- W! 2-�'�x0'-4' � �----NON-SfaRMK GROUT3. VERIFY ALL OPENINGS 1N FLOORS AND WALLS ON ARCHITECTURAL, MECHANICAL AND ELECTRICAL PLANS. � m (!7 CL 'n NELSON STUDS 4. SEE ARCHITECTURAL PLANS FOR GENERAL DETAILS AND DIMENSIONS NOT SHOWN• � CONT. C444MFER C.LP. FLOOR - I FOUNDATION 5. CONTRACTOR TO VERIFY ALL DIMLNSIONS. W Z < SLAB / G P FOUND Y ^` WALL 6. DESIGN LOADS: ROOF SNOW LOAD EQUALS 25 PSF 0ASIC) PLUS SHOO DRIFTING PER 1()90 STATE Oil OREGON < 2' 3' STRUCTURAI SPECIALTY CODE REQUIREMENTS. WIND PER 1969 UNIFORM 7UILDING COPi (U. B.C. ) ► SEISMIC 3Q • FINISH GRADE PER 1988 J . B.C. ZONE 3. CABLE VAULT CEILING : 150 PSF L. L. Li 2! �;"�I - 1- I- 7. NO EXCAVATION SHALL BE MADE BELOW ANY FOOTING CLOSER 'I'IiAN A ONE ':'0 ONE SLOPE TO TH BO'1'TCM (1F 'i11-L_L1='�1= SAME, UNLESS APPROVED BY A GEOTECHNICAL ENGINEER LICENSED IN OkEGON.. ����� -!__�7- �I I � r BOTTOM OF FOOTING OR Y,L ULI I 8 . BACKFILL ALL PIPE TRENCH EXCAVATIONS BELOW FOOTINGS WITH _SEAN CONCRETE TO BO TO r ! rill A/4' 0 HOLE AS DIRECTED BY A LICENSED GEOTECHNICAL ENGINEER. f -- - 9. WHERE REFERENCE 1S MADE TO ASTM, AISC, ACI JR OTHER STANDARDS AND SPECIFICATIONS, THE LATEST SEE NORTH WALL ELEVATION FOR LOCATIONS REVISION OR ADOPTION IS INTENDED UNLESS SPECIF':CALLY DESIGNATED OTHERWISE. A 1� CONN. WELD TOP V? OF ANAL, CONN, ���.,, SHEAR FROM R TOSI PANEL JAG 10. CONTRACTOR '1'0 SUBMIT SIZES, WEIGHTS AND MOUNTING DETAILS FOR ALL ROOF TOP UNITS AND CEILING • C..P. FLOOR SLAB t vz'.r-o' HOLE TO EDGE---- �tI BO DUCTWORK TO ARCHITECT AND ENGINEER FOR REVIEW. ROOF TRUSS SUPPLIER TO SUBMIT COMPETE SHOP AND - PANEL EREC'T'ION LAYOUT PLANS STAMPED BY AN ENGINEER LICENSED IN OREGON TO BUILDING DEPT. , ARCHITECT AND 3/16' IE BEND I STRUCTURAL ENGINEER FOR REVIEW. INCLUDE ALL GRAVITY LOAD BRIDGING AND i3RACING . LEGE TO FILL L"2' I�2_ �* JOINT 11 . SPECIAL INSPECTION REQUIRED: A. GEOTECHNICAL ENGINEER : W a. SUBBASE INSTALLATION AND COMPACTION. b. SITE AND BUILDING GROUNDWATER DRAINAGE SYSTEM. ._ 5UTTEI=L ' E B. STRUCTURAL ENGINEER : a. REINFORCING STEEL PLACEMENT IN ALL FOOTINGS, SLABS AND WALLS. C. CARLSON TESTING INC. : 19 (� a . RANDOM (AS DIRECTED BY STRUCTURAL ENGINEER. ) NON-DESTRUCTIVE TESTING OF ALL SHOP AND 1 - EEE WALL ELEV. FIELD WELDING. THIS WILL INCLUDE STEEL ROOF DECK WELDING AND THE "BUTTERFLY CLIP" � FOR KEBAR WELDING BETWEEN PRECAST PANELS AS WELL AS MISC. IRON SHOP WELDING. _j O 1Q 3x5/lbxl'-0' W// r (2) %go x 0'-4' 3/4� � `// � � TTEWELD L;� A 4 12. GENERAL CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR ALL CONCRETE AND MISC. IRON WORK TO ARCHITECT AND- - NELSON STUDS 314 TO EA.PANEL. 8EE 3'68 ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. ly L2x2x�x1'-0' W/ 13 . GENERAL CONTRACTOR TO VERIFY SPECIAL INTERIOR FLOOR SLAB LEVELNESS REQUIREMENTS WITH ARCHITECT � A' LONG FILLER ROD ! (2) 05X1'-6' REBAR A 3 • • �oINT WIDYW • t1. (8'GAAGROOVE WELD) AND GEOTECHNICAL ENGINEER. (DO NOT U6E MILTIPLE U SMALL RODE TO FILL JTJ Kl=i - - - _ -- -- IlC b CONCRETE: •• b \ 1 . THE ACI STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS ACI-301 SHALL BE FOLLOWED ADDIT. 03 VERT. l ADDIT. 5 VERT. EXCEPT ITEMS SPECIFICALLY STATED OTHERWISE IN THE PROJECT SPECIFICATIONS. CONTRACTOR SHALL -� EXTRA 04 \---SEALANT PER ARCHITECT OBTAIN A COPY OF THE STANDARD FOR READY REFERENCE ON THE JOB. 77BUTT2. ALL CONCRETE DIMENSIONS SHOWN ON THE STRUCTURAL PLANS ARE NET DIMENSIONS. ---SEALANT PER ARCHITECT SEE ABOVE BOVE -- -�-�-----BACKER ROD w I 0.150% OF -j f_--- - --BACKER ROD JOINT WIDTH 3. STONE CONCRETE TO BE fc ' =3000 PSI AT 28 DAYS PER SECTION 2604, 1988 U.B.C. '- ••150% OF F- JOiNT WIDTH 4. CONTRACTOR TO SUBMIT DETAILS FOR PICK-UP SYSTEM TO BE USED FOR TILT-UP WALL. PANELS TO ARCHITECT LJj FOR APPROVAL. Ld /� A I �y � rINPANEL. CONN, OTT., PANNI. CONN OT L, 5. CONTRACTOR TO PRCVIDE ADDITIONAL REINFORCING STEEL AS REQUIRED FOR LIFTING STRESSES IN TILT-UP V.i * CORNER i U7'.t'-o' t tr7'•t'-o' PANELS. REINFORCING : . 1 . ALL REINFORCING STEEL TO BE ASTM A615, 60,000 PSI YIELD POINT. V 2 . SET REINFORCING STEEL AS NOTED ON THE PLANS. CENTER OFTS5x5 4 PILASTER 4 COL. 3 . PROVIDE 2 ' -0" x 2 ' -0" CORNER BARS FOR ALL HORIZONTAL WALL STEEL AT ALL CORNERS AND INTERSECTIONS. ----_- .-. It TSO 4 COL. FTG. COL. AE30VE--� --� 4'-O' CLOSURE STRIP -�' 6' PANEL 4. SPLICES SHALL BE LAPPED THE GREATER OF 36 DIAMETER OR 2 ' -0" MINIMUM UNLESS DETAILED OTHERWISE. 5. UNLESS NOTED OTHERWISE, PLACE: 2-#5 OVER, 2-#5 LNDER, AND 2-#5 EACH SIDE ALL WALL OPENINGS; 4'-�' � , �' HORIZONTAL BARS f�' EOING,, PLUS 3 ' -6" EACH ENI (MINIMUM) . PLACE 2-#5 IN BOTTOM OF ALL WALLS. PLACE �- q • • • �• • CL05URE STRi ;'�. ,. ' __---WEST WALL 2-#5 VERTICAL *,-i` ALL DISCOUTINUOUS WALL ENDS. 6 . ALL REINFORCING STEEL WELDED TO STRUCTURAL STEEL SHALL BE EITHER ASTM A70C , 60, 000 PSI YIELD SLAB ON GRADE --- - 6' PRECAST PANEL - ;� POINT; OR MILL TESTS WILL BE REQUIRED TO DETERMINE CARBON EQUIVALENT. WELDING SHALL BE PER THE CENTERLINE OF JOINT REBAR NOT SHOWN 0 - - "STRUCTURAL WELDING CODE - REINFORCING STEEL" (AWS D1 . 4) . TACK WELDING OF REBAR SHALL NOT BE . . - - (b) 05 FULL Ht VERT. _+ PERMITTED. cqrs FTG. DOWELS x L - REBAR CO+'NT. THRU JOINT is r 1,Y12 7. REINFORCE ALL PRECAST CONCRETE WALLS AS SHOWN OR NOTED. 6' PRECAST PANEL �`::' W/ •4 CLOSED TIES b' C/C (S W/ DBL TILS a TOP 4 BOT.. �- 5/8'♦ X 2'-0' ALL-THREAD FOR REBAR) :► OF PILASTER --------- •' �• • STEEL: Z IN FLUSH SHELLS 30' o,c. I %' 1 . ALL STRUCTURAL STEEL ASTM T+36, (Fy=36000 PSI ) . DETAIL . FABRICATE AND WELD TO AISC AND AWS - I (d) ROWS %'#xl'-0' ALL / SPECIFICATIONS. OF JOINT THREADS IN FLUSH X 1I' •� EXP. J01NT i�1ATERIAL SHELLS • 12' OAC. --------- 2. ALL BOLTS TO BE ASTM A307 UNLESS OTHERWISE NOTED. _•- ' VERTICALLY (6' FROM _ T 4 B OF PILASTER __-____._._.-.___I��6�__-___-_____ 3 . PIPE COLUMNS SHALL CONFORM TO ASTM A-53, TYPES E OR S, GRADE B OR TO ASTM A501 , Fy=36 KSI . TUBE '� � I +, - -____.__- ----i--✓� 1 FILL • 12') -------------- COLUMNS SHALL CONFORM TO ASTM A500, GRADE B, FY-46 KSI . f 4 . ALL LIGHT GAGE STEEL COLUMNS, ETC . , SHALL BE ASTM A-245 OR A-446 CLASS C STEEL. DETAIL AND F- N PLAN-6ECTlON A-A FABRICATE TO AISI STANDARDS. W -, = DETAILS NOT SHOWN lel I I-I I ISI I !--I I t t�'•t'-o' � f- NON-SPRINK GROUT ---- - SAME AS $/8An. --- ? < 4A I CJ W Li j w 3-'IS CONT. • EAST AND WEST WAILS Q 4-03 • SOUTH WALL ---- d 111 I Q @4 • 48' • EAST AND WEST WALLS 4 04 • 36' • SOUTH WALL- ---� - 2'-E,' (50UTH WALL OF f3UILDING) CxTENW W.o. no.: 5490-801-'1Bmm1AA w 11-1 2'-0' (EAST 4 WEST WALLS) ISSUEL � ' �`-' ` �-- - - 0- o .., .4 TYP, PRN046T PANELPtANEL FOOTING/P1LASTER OTL. [� CALIFORNIA [ j HAWAII (�� NORTHVVEST TO FOOT INC DR1•A 1L t t�'.t'-o' ____. ..,� t Wal'-0, One GTE Piece, Thousand Oaks, CA 91362 P.O. Box 2200, Honolulu, NI 96841 P.O. Boz 103, 6.rerett, WA 98206 O Z WHOLLS FERRY RD., 13900 GTE Telephone Operations w BUP 92-0113 9 OF 29 West Area = HOE INC. - :/StRTlC DWG Fi .OT SCALE: 1 I/2'-I'0' NMI I F THIS DOCUMENT TS DESS �� I 1 I 1 1 � plIF11111111 l 1 7 I � � P1177T � ' fST 10 1995 -r r LEGIBLE THAN THIS w-rATION, 1 _ -__ � � _7�T 8[ � _ 1 11 I AUGUST IT IS DUE TO THE Qt. ALITY OF ' r� __ - - -- _ - No.3e THE ORIGINAL 1`�U�UMIINT. �-. 1. . ` 9� + till LT 8T i bt tGl iT i 6 L 9 9 E T �i����+�l�lllllllll�llll illl�llll Illllllll IIIIlll ` Il]llillllllll Il IIIA Iill�11111111�ll,llllll I�IIIWllluji llllllll 11►��I1► II I�►lu I�l ! �!!!�ll�Illll��u l�►I i111� 1? Room no. WALLS CEILING FLOOR m O ROOM NAME BASE TRIM REMARKS W L MATERIAS) FINISH(S) CLC. HEIGHT MATERIAL FINISH MATERIAL FINISH Z 8 O STAGING GYP. BD. STEEL M.G.E. 14'-0' --- --- V.C. TILE WAX 1 BUFF 4' VINYL - g ' O MECHANICAL GYP. BD. STEEL M.G•.E. 14'-0' --- --- - SEALED 4' VINYL - ad dm O ELECTRICAL GYP. SO. STEEL MGE. 14' -- -- V.G. TILE WAX 4 BUFF 4' VINYL - N O GENERATOR 6YP, BD. STEEL M.G.E. 14'-0' --- --- --- SEALED 4' VINYL -- - Z € — c O D.C. POWER GYP. BD. STEEL M.G.E. 14'-0' -- --- V.G. TILE WAX ! BUFF 4' VINYL --- _ Z Z , EQUIPMENT MAINTENANCE GYP. BD. STEEL M.G.E. 8'-0' AGOUST. TILE V.C. TILE WAX 1 BUFF 4' VINYL O6' COVED i MEN'S RESTROOM GYP. BD. 3TE EL MGE. 9'-0' ACOUST. TILE --- SHEET VINYL --- VINYL BASE --" O WOMEN'S RESTROOM GYP. BD. STEEL M.G.E. ACOUST. TILE --- SHEET VINYL -_ 6' COVED --- VINYL BASE O BREAK ROOM GYP. F3D. STEEL M.G.E. 9'-0' ACOUST. TILE --- V.C. TILE WAX a BUFF 4' VINYL O DRY AIR / JANITOR GYP. BD, STEEL MJ3E. 14'-0' --- --- --- SEALED 4' VINYL --- II VENDING GYP. BD. STEEL M.G.E. 9'-O' ACOUST. TILE -- V.C. TILE WAX 1 BUFF 4' VINYL --- W 1: S ESS GYP. BD. STEEL M.G.E. 14'-0' --- -- V.G. TILE WAX 1 BUFF 4' VINYL - t3 TOLL GYP. BD. STEEL M.G.E. 14'-0' --- -- v.S. TILE WAX 1 BUFF 4' VINYL a GRAME GYP. BD. STEEL M.G.E. 14'-0' --- --- V.C. TILE WAX i BUFF 4' VINYL Ps _- CONCRETE __ _ BROOM FINISH/ - 8 CONCRETE GABLE VAULT Gf�tvGF.ETE 8' 0 SEAL I (y O --- --- - --- --- --- --- --- --- --- Q O --- - -- -- --- --- --- --- --- --- MiGE. (MEDIUM GLOSS ENAMEL, EGG SHELL FINISH). IY ROoM BCHmuLE w J F- F F- w N BOOR DOOR SIZE FRAME DETAILS DOOR HARDWARE TYPES REMARKS DOOR TYPES NO. • TYPE HEAD JAMS THRESH'D. GROUP HINGE STOP CLOSER THRESH'D. KICK MISC. * o - I 2-3'-0' x 8'-0' 4/1 4/1 5/1 D GR-3 H-3 S-2 �%-2 T-1 K-I M-I/M-3 1 0 2-3'-0' x 8'-0' 1/1 I/? 2/1 E GR 4 H-3 5-1 C-2 T-2 K-1 M-2/M-3 9 — 2 � - O 4'-0'x 1'-0' 1/1 I/1 2/7 A GR-2 H-2 5-1 C-I T-2 --- M'2 3 4'-P'x 1'-0' 1/1 1/1 2/-1 A GR-2 H-2 6-1 C-1 T-2 --- M'2 4 r0 3'..0' x 1'-0' 1/-1 I/1 --- A GR-2 H-2 --- C- I --- --- M'2 E � V Y-0' x 1' -0' 1!i In 3/1 A GR-2 H-2 5-1 C-1 T-2 --- M-2 6 I O 3'-0' x 1'-0' 4/1 4/1 5/1 A GR-I H-I -- C- I T-I K-1 h1-1 a d'-0' x 8'-0' I/1 in 1!1 B GR-2 H-3 S-1 G-I --- 1"1'2 8 3E O 4'-0' x 8'-0' In I/1 2 B GR-2 H-3 S-1 C-1 _-_ _-- M-2 :3 9 m 3'-0' x 1'-0' I/1 VI 2/1 A GR-2 H-2 5-1C-I --- - - M-2 0 u o 11 3'-0' x 1'-0' I!'f I/'1 2!1 C GR-2 H-2 61-1 G-I --- K-I M-211 � ELECTRIC STRIKE O s q'_0' x ;'_0' 4/1 4/1 5/1 A GR-I H-1 5-1 C-I T-I K-1 M-1 12 RELEASE W X13 3'-0' x 1'-0' In I!1 3/1 A GR-5 H-2 5-1 C-I T-2 --- M'2 13 la v-0' x 1'-0' 1/ f — 1/1 3/l A GIP H-2 S-I C-I_ 7-2 _- M'2 14 =i ` Q O 3'-0' x 1'-0' 1/1 111 9/l A GR-2 H-2 --- G`I T-2 --- M"2 5 le 3'-0' x 1'-0' 4/1 4/1 5/1 A GF?-I H-I --- C-1 T-I K-I M'I I6 G'iFNW wo. no.: 5490-B01-1BOOIAA w J --- -- -- - --- - --- --- --- ISSUE n ' a 0 CALIFORNIA HAWAII [ NORTHWEST On CTE P**, Thow7 i Oaks, CA 91IN2 P.O. Boy. 2200, H"i% N 99&11 P.O. Box 104 Ew K WA M209 O F— V_ ROFO7-011, OOR BGHptDUL� VTSt TAe'eeplvons Operations U 61 BCHOUS FERRY RD, 1700 100F70 WE INC. - :JS(1HEhDIIYs PLOT SCALE, I'-P �j � J� _ 777 AUGUST 30 n IT IS D E TO THE NOTAOF TION, N, _ VI 1 , ITTA 9 I .9J6 ♦...r.._. I I , LEGIBLE THAN THIS NOTATION, 1 4 I I I ra.w a7/6'� .. THE ORIGINAL DOCUMENT. muiuluu uuluu im!uu uulim iudml uuluu Ildml iuduu uu�m iluluu imam ilulu iu ''�uu!uu` I I I ,7T2uuliul 11116111 dill 124x - f J EXIST. 15' (A EASEME14T - .✓ W Z Z d U d FvIST. 8" SANITARY Ji cr SEWER MANHOLES - Q- o 00 ENTRANCE DRIVE TO z --- PROJECT T.B.M. � � Q REFLECTION APTS. - RR SPIKE IN PP (PANIED.) ELEV. 193.44 ir m a m 1� o N W Q c, EXIST. MANHOLE #3 `r `> \� / ' = o LIGHT POLE--------...� � � ^ W INSTALL 420 L.F.t SPRINKLER EXIST. 18" Rr,P N 12" DIP WATER C� 3 s BEGINNING CONC. a SYSTEM (TYP.) --../ - CURB CULVERT -- p r MAIN. CL-52 Z Z n \\ U N - RIGHT-Of'--WAY INSTr� W Q, - = - �r -= - - a _ _ . - - - - - - - - _ _ _ _ _ - _._ -_ t_ _.__. _ . ! _ 8 DIP SPi'OL ® EXIST TEE EXIST, 6" PLUG, SALVA qE VALVE. TO T.W.D. g14" CONC. CULVERT C_ 8"X12" MJxMJ REDUCER SCHOLLS FERRY ROADo N o 40 L.F. OF 12" CL.52 D IP� O+ � a`A 12x12»x12 MJ TEE INSTALL STEP THIS ! I I f I j - _� 12" DIP SPOOL--24" LONG, PE SIDE OF MANHOLE — - -------S __S S S S 12" BUTTERFLY VALVE MJxMJ ;n ~-� --� —"' SEE NOTE M1n W --•-W » � - f -- - W— W 12 MJ PLUG .dc 3x3 THRUST BLK. - i 3_�I U BEGIN U TO PROP. ` ( U p 2 FINAL 60---- - - I CORNER F7VERLAY o lo' ROW --� H "�-. � r.__.y _ _.;. �� �. ROM MH OR _.. , r� ., RIGTH-OF-WAY - -1- - '�- EXCAVATION LIMIT ►� I � 261.43 r, - r � 13J.75 i � ---�- EXIST. CONC. CURB INSTALL HYDRANT - 6" SERVICE LINE ---` - EXIST. POWER POLE VALVE, 12" TEE, do 5U;AIIJP ( A R L A STOP AT 6' FROM WALL. \ ' f - ►- r+ - EDGE OF PAVEMENT SPOOL, SEE DETAIL. WETLAND INV. EL. ® 187.20. SEE �__ MJ x MJ x 6 FLG. BRN. BOUNDARY - F-AN SHEET M2, PLAN 1 �' DECORATIVE N \ FOR PLBG. TO BUILDING. / STREET LAMP Z PAVEMENT THICKNESS SMALL TREES - 12" MJ PLUG do 3'x;�' �� SEE NOTE 4. � /� � � � � ,,,� CORING THRUST BLK. 7 , TRAFFIC SIGNS -- \ APT. HOUSE W DENSE GRADED ASPHALT (TOP): 3" - FIRE LANE (PAVED) SURVEY PINS J MACADAM B/kSE: 16" REMOVE do REPLACE (L_ SUBGRADE MATERIAL: BROWN GRANULAR SANDY SILT \ - PRIVATE DRIVE (PAVED) PARKING BOLLARDS (� NOTES0 � \ PROPOSED BUILDING \ -- WATER . EXIST. 8" DIP, 1. MH 3-1 - CUT AWAY EXISTING STEEL CASING AT SUFFICIENT WIDTH TO ALLOW MAIN TAP, & METER TO BE . . VALVES' dr HYDRANT W INSTALLING NEW 48" MANHOLE AND BASE. GROUT ANNULAR SPACES OF CUT CASING. 2. MH 3-2 - PUT STEPS ON NORTH SIDE OF MANHOLE. SERVICE LEAD SHALL ENTER 0.2 ft. INSTALLED BY T W.D. m a;d ABOVE INVERT WITH A BENCH AND CURVED FLOWUNE. AT COMPLETION OF i PLAN— WATER Sc SEWER MAINS 3• SET FINAL MANHOLE RIM ELEVATIONS TO MATCH 2" FINAL OVERLAY PRESSURE TESTING. AS MANHOLE COVERS SHALL BE STANDARD. STEPS SHALL BE PLASTIC, ASTM-478. DISINFECTION & Z 4. MH 3-2 - SERVICE LEAD TF:EIvCH BACKFILL (ENTIRE LENGTH) SHALL_ BE USA STANDARD DWG. 240, SL. D. SCALE: 1"-30' o.4. SEE PLAN 1, SHEET M2 J FOR M/.KING CONNECTION TO BUILDING. MANHOLE 3-1 STA. 7+70 I BEV. = 1 W$mow w J F— F- r— W W 196 \ WATER MAIN SHOWN OUT OF PROJECTION U \ 0 5TEE. SEE \ r w 7 MAINTAIN 36" COVER IN TALL NOTE L►J + rn ON 12" DIP WATER MAIN F ON PLAN U 193 - \ \ CLASS III BACKFILL 0 _ — - 193 �- � LI` \ TRENCH BACKFILL SHALL BE 00 � - 0 00 \ �i 3/4"-0" CRUSHED ROCK N �- MII � 190 --- \ J < o 0Jz0 190 = w - / } \ Q w � LrZZ Li LLJ WN TEE. SEE U In rn 187 INSTALL NOTE _j z ON PLAN - 187 z o c0a w 0 3r Np C '1. 184 184 m 0 1 —+ 181 - INSTAL 400 L F• 8-=C ANITARY SEWER 181 f- m i r w 0 178 -- EXIST. 78 - EXIST. DIP INSIDE: cv A BoR!%D CASING 0i U _j � w 175 00 > - 175 Q � to � z � ~ � � � wlw 172 -- -- -- --- __ �.. -- - - _.--_ - --- -- -- -- -. . _ 172 � 8+00 9+00 10+00 11 +00 12.+00 13+00 14tOO cv 0 CD to .�a) GTENW w.o. rlo.: 5490-501-7BO0IAA tr W ,,, 0 w 0) j to ISSUE 0 M � a In j c � < z ® L � -r _ — --- _ - - oQ L� CALIFORNIA �-- _-] HAWAII [�N0RTHW`E8T i3 z `� 2 P R OFI LE-- WATER c SE�IVER MAINS �� �� PR°F r Onr GTE Plxe, Thouaend OI�N CA a,�s L--Y �- P.O. ®o>< 7�0o t�o�a�l �I 4, m n \, �r.l r, ,`^ - e, w 968 '.0. ®o� 1003, Everett, WA �8Z�18 C�) on CJ SCALE: HORIZ. 1'-39' VERT, I"-3 � �^ F- NW Q :D ' SCHOLLS FERRY RD., 13e00 _V) Z F w /z V) �' CTE Tsie hone O �lration8 SUP 92-0113 X ^11 OF 29 Uj 0 V) (AW jj w Q LLJ ?C / West Area PLOT S�:ALF: "=30' Q� I~_I HGE. INC. - : \CI-DWG ~r q AMS U) IF THIS DOCUMENT IS LESS �� TIT ��I 1, T T1 P 111 Tri P ' T11 It � .� .... ,. n � ' LEGIBLE THAN THIS NOTATION, -1 1 I �l�- �` 4 � 6 71 1 I � AUGUST 3l.' 1 �95 - __ -_ ___ ____ � 8� 0� 11 � AUG i I`1 IS DUE TO THE QUALITY OF t �'0.38 THE ORIGINAL DOCUMENT. � ZII-11IIIIII�IIB IIt �II9II T1111�I�9TI lllI�ll16llt,���11I 11 E�,T1�,l�ll�lZT 11ui1t - L F1111111111 IIIIG9ll �1 II� NLIIIILE-II1111811Z111111! IIIIIII IIIIIIIIIII ZIlllill�I IlllI � llilel^ll , I t V) DETOUR a IY 0 ROAD 'DETOUR CONSTRUCTION –� 7- 1530 $ 18 UO 1 S00 FT Z "'40 210 N .� CA - < W20-4 (l.. o �� ONE LANE d y M4-8 ROAD STATE ROUTE MARKER `"' t000 FT � I � n� CD DETOUR M6-3 M4-8 �� STATE ROUTE MARKER W20-4 W < FOV MF-3 � � � Q .b --- Y a i M4-8i Z In m STATER UTE MARKER DETOUR - W 1500 FT -- CONSTRUCTION -N -- — ��/ 50 ' r EEI ZONE w 0 a ROAD i W?.0-2 W20-7o i CLOSED w bU�, ^ z , 2p0 N RII-1 BLACK ON WHITE) / y 2 EA.-TYPE III BARRICADE ---- -__ -- _ _-_ ----,__-- 500 M FEET - ---�� ROAD CLOSED ROAD CLOSED W?0-7a 3 1500 FT AHCAC 3/XX/92 .- 3/XX/G2 V) LUCAL TRAFFIC ONLY REFLECTION ROAD ONELAN\ CLOSED °I^� / 1 APMT, ACCESS 1000 FT \000 FT �J OPO DRIVE -- � CRLOSED , RII-3 (BLACK ON WHITE) RII-3 (BLACK. ON WHITE)OA D �r ROAD \ � 4e ROAD W�0-3 TYPE III BARRICADE TYPE III BARRICADE / coNSTRucTION ? W20-4 Q Z BEAVERTON CLOSED 150 '� •�Q` �` - 500 FT NOTE:• / THESE TYPE III SIGNS SHALL BE W20-4 a' POSITIONED ON THE ROADWAY SO RII-2 (BLACK ON WHITE) W20-3 AS TO ALLOW ONE LANE OF TRAFFIC _J 0�5 2 EA.-TYPE III BARRICADE � Z I 10 PASS THRU A NARROW LANE. 0 SIGNING DURING FINAL OVERLAY PR � PROJECT ?-�---- - Z .,_ I SCALE: NTS Zo CON.r, I RUCT10N 'S►/ G ROAD ZONE 0 / CLOSED II­_ v 500 FT TI GARD o W20-3 N ROAD / CLOSED 1000 FT DETOUR1 �p NOTES. Lki W20-3 210 --- I. THE SUNFLOWER APARTMENTS FIRE DRIVE AND THE ADJACENT PRIVATE w / DRIVES ON THE WEST AND EAST SIDES SHALL NOT BE BLOCKED WITH LLJ M4-8 EQUIPMENT, MATERIALS, OR TRAFFIC DEVICES DURING ANY OF THE TO STATE ROUTE MARKER / CONSTRUCTION. 2. THE REFLECTION APARTMENTS ACCESS DRIVE SHALL HAVE 2 TYPE III It, o *� BARRICADES PUT ACRCSS 'I HE DRIVE AT THE R-O-W LINE. U a 3. SIGNS SHALL CONFORM TO M.U.T.C.D.; THEY SHALL BE REFECTORIZED SW SCHOLLS L•L_ _ CONSTRUCTION GRADE QUALITY. 210 TYPE III BARRICADES SHALL BE PORTABLE MOUNTED ON SKIDS. LL_0 500 500' - — SINGLE SIGIJS SHALL BE MOUNTED ON POSTS ON THE SIDE OF THE ROAD J AT THE M.U.T.C.O. SPECIFIED OFFSET AND HEIGHT. Q a ROAD CLOSED ROAD CLOSEDHAVE FLASHER [Y- X I MILE AHEAD 3/XX/92 - 3/XX/92 4. EACh BARRICADE AND SIGN SHALL A . /DETOUR LOCAL TRAFFIC ONLY X1500 FT DETOUR �� 5. THE TWO ROAD CLOSED (GATE - DATE_) SIGNS SHALL BE INSTALLED z UjN ON PO'; I -'S AT THE ROAD SIDE 7 DAYS BEFORE CONSTRUCTION IS W � / U JCA SCHEDULE=D TO BEGIN. THEY ARE TO BE LOCATED IN THE SAME W20-2 / 210 rZ, VICINITY AS THEIR CONSTRUCTION-PERIOD LOCATION WHEN MOUNTED0o R11-3 BLACK ON WHITE} R{I-3 (BLACK ON WHITE) I -- <n TYPE III BARRICADE TYPE III BARRICADE 01� THE TYPE III BARRICADES. Q � o 6. AT THE COMPLETION OF THE TRENCHING AND TRENCH CUT PATCHING E-- Ul DETOLR ��` THE CONTRACTOR SHALL PLACE THE FCLLOWING AS CENTERLINE Z oa " THESE TYPE III SIGNS SHALL BE TEMPORARY STRIPING FOR -THE FJLL LENGTH OF THE CONSTRUCTION (D0 M4-8 POSITIONED ON THE ROADWAY SOAREA; FLEX-U- LINE TEMPORARY REFLECTIVE 1 PAVEMENT MARKING TAPE 0 n F STATE ROUTE MARKER AS TO ALLOW ONE LANE OF TRAFFIC � ?10 M5-2 TO PASS THRU A. NARROW LANE. WITH SPECIAI HIGH INDEX GLASS BEADS. THE PRODUCT SHALL BE � PRESSURE SENSITIVE BACKING. I 7. REFER TO DIV. 2L SPECIAL. CONDITIONS FOR ADDITIONAL PAVEMENT •--I RESTORATION WORK. M4-8 :)IGNING DURING THE FINAL 2" OVERLAY SHALL BE CONDUCTED WHEN THE: � STATE ROUTE MARKER SIGNING AS INDICATED ABOVE IS INPLACE. LM M5-2 TEMPORARY REFLECTIVE PAVEMENT MARKING SHALL BE PLACED AT CENTERLINE 0 FOLLOWING THE OVERLAY. THIS TEMPORARY MARKING SHALL BE MAINTAINED �3 DETOUR AND TRAFFIC CONTROL PLAN FOR A MINIMUM OF THREE WEEKS UNTIL IT IS PERMITTED TO APPLY THE o FINAL PAINT STRIPING. PAINT APPLICATION RATE AND PROCEDURES SHALL BE CONEISTANT WITH ODOT STANDARD SPECIFICATIONS FOR HIGHWAY DURING TRENCHING AND PAVEMENT PATCHING CONSTRUCTION. THE PAINTING SHALL INCLUDE GLASS BEADS IN ACCORDACE SCALE: I-e50o' WITH ODOT SPECIFICATIONS. DOUBLE YELLOW CENTERLINE STRIPING -THROUGHOUT PROJECT. � o 8. THE CONTRACTOR SHALL STREET SWEEP THE EFFECTED PORTIONS OF SCHOLLS FEF,RY ROAD OUTSIDE THL CONSTRUCTION LIMITS BEFORE REMOVAI_ OF "ROAD CLOSED" SIGNING. i (N GTEi,."A w.o. no.: 5490-5C1-7R00IAA h- T--- � rn Ji UEwFr_�� � M IN � Qa PRp� — a n CALIFORNIA HAWAII ; NORTHWEST nnOTE Place, Thousand Oaks, CA 91362 P.O. Box 2200, Honoiulu, HI 9684' P.O. Box 1003, Everett, WA 98206 O \fjriihcG'C4ti1 J LL Ok 1 GTE Tele hone O eratlans LiJ w c� SCHOI.LS FERRY RD., 13900 A West Area (n BUP 92-0113 mv a_ 12 OF'2A HGE IN - : \c2.DwG PLOT SCALE: I = I WASH. COUNTY FILE NO.: 92-9 )4 r ;^*4".a7 .'..,�..,.. ,;.,.,. srk+.x-"'-1s►w. r+':. , �,,,,,_,,.,..,,.u, 'IWlsnl[elO NA in . ,� �-r-�-r1 1T�T1--j��r1-r T � ���Pl' TTrT ��T- I �T�r�r T1-mTT r TP I 1 r��r1� T� l ISI f i 11-� t��-r�I . c �a�II� �'1 1 41_ ' ' .; I ' �6l I ' 7 I I �g I �� 1p I 11, �Z AUGUST 3c� .�g 6 I� THIS DOCUMENT IS LESS � LEGIBLE THAN THIS NOTATION, �_`_���_�, i � w ' 17 IT' IS DUE TO THE UALITY OF •.'•• 'I'IIE ORIGINAL DOCUMENT, �1_1111111:111_llj R%11711111illL9Z � Z1E 8t GT 99T hTTTII �lll II ! I III I II I I!�IIII IIIIIIIII11111W1111 Illll l 11111/11III I ,I�il�iJlll111Illl�lll) i 11111�1111111�111 1111111II1ll1�11 1 1� llI I 111111 1111 I!1 llllllllll �►Lll►_i�111 I Iu�ll u1►1111111 III 111111 ull�uu Iul� .x NOTES: 1. ALL C EAR!NG & GRUBBING OF BRUSH AND 1'-3" TREES SKALL BE ACCOMPLISHED DURING 3. GENERAL AREA OF EXCAVATION, GRADING & LEVELING 4. ALL EXCZVATION, GRADING AREAS, CLEARING & GRUBBING AREAS 0 1, .E TIME OF ROAD CLOSURE IN ORDER 10 (SHADED AREA). SEE X-SECTION ON THIS SHEET. THIS BETWEEN THE R-O-W AND PAVEMENT ALONG THE GTE FRONTAGE 2f PROVIDE: SIGHT DISTANCE OF 400 FT, IN EACH WORK SHALL BE DONE DURING THE FIRST WEEK OF AND THE PRIVATE PROPERTY TOWARDS THE NORTH ARF TO HAVE VJ Z DIRECTION. CONSTRUCTIC; WHEN THIS SECTION OF SCROLLS FERRY A SURFACE PRErPRATIQN AND PLACEMENT OF 4 INCHES OF . N ROAD IS CLOSED. - -- TOPSOIL AND SOD. __ 2. CLEARING & BROSHING IS REQUIRED TO THE _ \ d- " N d SOUTHWEST AND ALL ALOMG THE R-O-W IN _J ORDER T01 ACCOMPLISH A 400 FT. SIGHT I \ CL DISTANCE. THIS SHALL BE ACCOMPLISHED DURING \ THE FIRST WEEK OF ROAD CLOSURE. Ci 6 z Q Q `- I.Ndr drddrdrrdd- dd Td� rr.- .d \ ddir r. r- rdor rNddr .d 4"der"NNirr .NrrNdrl � rdr_ dd� dr� ddd- m r. ddrd r dpi d �8 U 5+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 18+00 — 17+00 18+00 19+00 --- —20+00LAJ � V > SCHOLLS FERRY ROAD Z 4 s _.._.... Ln L0 rwr r rrr� rr rd r rr O V f.H r rri . rrr .r ru �rrrr� rrrrr .rr rrr. sr orr� . r rr�. PROPOCED GTE BUILDING Z O P I I STREET PLAN r t SCALE: 1.-40, 9 J F— l._ In 0w 400' VC 4N 01b to G ad PVI STA -- 14+60 CD II II PVI ELEV = 196.33 Z Z Q A.D. = 7.65 0 < E \ � W K = 52.29 to N Q CL DESIGN PAVEMENT PROFILE-- 192 q II W EXIST PAVEMENT PRr: /HIGH =ILE � P01 T ELEVATION = ' 192 i0 NOTE: /7/921Lq 4iHIGH POINT STATIO'l 1 +20.52 � 0 (� T, THIS STREET CENTERLINE DESIGN IS INCLUDED ONLY �- 0 owl I Q In R W � FOR PURPOSES OF FUTURE STREET IMPROVEMENTS cLf)88 1 \ O9�' I �� Z �4. IN COMPLIANCE WITH WASHINGTON COUNTY COMMUNITY �- \ ,>r3 N I a I S8y ^/ > V) la I DEVELOPMENT CODE STANDARDS. Q - w I w Li I THERE IS NO STREET REGRADING WORK INCLUDED INW Z v THIS GTE SITE DEVELOPMENT PROJECT. _ o I rF- (A 184 I a I ( Q w I THE OTHER TWO PARTS OF THIS SHEET ARE APPLICABLE ►- 00 Q \ \ 0 THIS PROJECT. L� I V) V) _j » x Z) w w � W U W W 130 I LLl w w 00 O < 1, v' 176 -- - -- - ---�-- - ---- --- --- -—`X`' - - - --- -- - N r7 O d T M rn M cD ►� c0 N p 0 N Q L: N Qi ►� I t0 tri c0 t` r3i fJ1 r7 N c0 c0 `t '— Ln .— rn c0 r (0 rn rn p C) m 00 00 00 00 00 00 00 00 N Cj M N N N (V .— I� ,n 1» DO ao 00 00 �� o� �, rn rn °' v1 rn rn rn rn oo coo op °o ro °�° °o 8+0 — —_—� -- " -- _ ---r_\ — _ ----- - - -- ----- ---- — — --- ----__ _ _ _ _ __ _ _ I �Lf U_ cc, —_J v' r- 0 +00 10� 00 ,1+00 12+00 13+00 14+00 15+00 16+00 - --17+00 - 18+00 19+00 20+00 U J = o V) w STREET PROFILE Q NO SCALE: HHORI . II-4Q' z OVER (OY D p0 0 -- F Q 3 __.1 �I - -- EXCAVATE & SHAPE U_ J o BETWEEN PVMT. EDGE THE LENGTH o � _ & R--O-W LINE. ALL � o ° i PARKING LOT F m o d w LINE 01 SIGHT -, FINISH GRADE Li I Q ,� EXCAVATED SURFACES = 0 � 0 + WITH NON-WOVEN FILTER 195 N 0 ` Uj a FABRIC. SEE DETAIL D-105 FINISH GRADE �_ T— -� d Q WASHINGTON CO. STD. vii im N Q �' /� 2'i �``--- THE LENGTH (APPROX. 100') AND �' � w DEPTH OF THIS CUT WIL L BE FIELD - PVMT. EDGE OVER -7 190__ EXIST. 18" CULVERT 3' 16' 16' _ 3' 7 -I _ PAVED Q _ - _ _� / DETERMINED TO ACCOMPLISH THE InI a 3 190 / INDICATED CLEARANCE FOR ! ELEV. 188.5 1 t- PARKING LOT GENERAL EXCAVATION ACHIEVING THE REQUIRED SIGHT = 0 0 o FINISH GRADE AND GRADING TO DISTANCE. INV. EL. 179.6 - o ¢ w U. - f EXIST. GROUND 0 W 0 15' � ACCOMPLISH SIGHT DISTANCE. - DITCH BO1'1,.)M 190- 3 a � PAVED ACCESS DRIVE �I � N 160- INV• EL. 1 Edi.6 / ELEV. AFTER cn Q- j __ 185 - I INS i ALL 56 L.F PLACEMENT OF w w I I I I I I I tR �� 4" LAYER OF \, 12 COINC. PIPE 0 10 20 30 40 Q -EXIST. INV. EL. 179.0) 79 .RT RI�TERCK OFA13RIC � � HIGHOERTTHAN �'��'� 12+50 N FVMT. EDGE 185-- I I GTENW w.0. no.: 5490-801-78001AA 10 20 3�' 40 50 ' 0 10 2U 30 40 ''�`�-' h J 60 70 80 t ' , LINE ALL EXCAVATED `�'------._- CONTRACTOR SHALL ANTICIPATE ./ ISSUE M a SURFACES IN CANNEL EXCAVATING TO A 5 Ft. DEPTH _ & ON SLOPES WITH TO STABLIZE SUBGRADE. ',r a- n Q NON- WO,/EN FILTER CALIFORNIA [ HAWAII NlO�tTHVNEST 4" ROCK. IkPPI_IED TO FABRIC & COVER WITH 11 +50 SITE ACCESS DRIVE ® OF ACCESS ROAD TO SITE One GTE Place, Thoulanr�l Oaks, CA 91382 P.O. Box 2200, Honolulu, HI 96841 P.O. Box 1003, Everett, WA 98304 � AREA BETWEEN NEW 0 CEN TERLINF_ OF PROPOSED DITCH ------ -- Z �—� : CULVERT & EXIST. 18" SCALE: HORIZ. 1"-10' 4 CROSS-- SEC.TI ON S �-� � CULVERT, vERT. 1'�10' CTE Tele hone O er�l �o�� Lj•I O SCROLLS FERRY RD., 13900 SCALE: HORIZ. 1"-5' Ld SUP 97-0113 13 OF 29 VERT ,"-,' We$t Area s t� HGE INC. - :/C3.UWG PLOT SCALE: 1"=40' fT� UTT ��!IO�; EII-IIII-IIsII�ZZIII —IIIIBI-I�IZIiIIIIIGII Z I IF THIS DOCUMENT IS LESS 9 — IZTill 1111111 fi IjlIIj';I Ittll Jill 111 11 111 1 1111111 1111111 11111 T71 T IIt 9�TI ���T _ t ,lLEGIALE THAN THIS NOrAIION, �� � S ' JZIII I I I z; _ 995 IT IS DUE TO TH. QUALITY OF F � v1 30 N0.3ETHE ORIGINAL DOCUMENT. L 9 QIIIZIIIIIIIIIIII1,�III�TIIIIIIL111111WU1ZTllltI „I T Cr FIN. GRADE W 188.39 - ------ ----1 4' SIDEWALK i -"IN. Z g vy N c� FUTURE O FIN. EL. 193.40 � FLR. 194.00 - -FIN. Z ,� N 1 31 FLR. 194.00 Q t T.C. EL. T 188.39 - ---- OI FENCE O 0.5' / FROM ROW E N . Io PVMTCL CONC. EL. I • o� FINAL PROJECT 188.72 --- 188.82 -- /, --- 8' HIGH CHAIN I GRADING---- / -----.-- TOP CURB EL. 190.00 °�\ LINK FENCE W/ 195.00_-i I BARBED WIRE m i z PROJECT ;� 4' SIDEWALK Ff FIN. GR JEI / -- -- - - - FIN. EL. 190.00 - c� cn 188.72 - - - - - -- - - - -- - _ - - - -- - - EL. 189.10 W a w wa J RETAINING WALL Lij / -- -- a 190.00--1 - J J I - -- FIN. PVMT. Z E 190.00 - - ! /r -FIN. PVMT. EL. 189.60- U ; a EL. 188.70 Z z -FIN. PVMT. - LLJ 2? - U EL. 189.50 - 185.00 5' 12' NOTES: - - -- - - - - - I. CONSTRUCT FLAT BOTTOMED 2 ft. WIDE DITCH Id5.00 -- -- NATURAL SEE NOTE I. AT AN ELEV. 0.2 ft. (FINISHED SOD ELEV. GROUND LOWER THAN THE ADJOINING PAVEMENT EDGE. 21 _ 8 5' 2' PLACE A 3 ft. WIPE x 2 IN. THICK ROLLED (0-3/4") - -- ^----- --- ---- GRAVEL LAYER Al PAVEMENT EDd. O 6.1 " ! 1 " SIDEWALK I C] N M d Ln a0 VzJ A- r1--,NX SECTION 0 I ST A. 12+00 � 0 2 X-SECTION C- C ® 0+90 ALONG PVMT. EDGE/RET G WALL � SCALL_ 1"-5'-0' SCALE: I -S-0 ~ U 0 _J (W 0 Z C;d Y (n W TOP RETAINING CONC. ENTR. 3 Q I WALL EL. 192.00 - SLAB EL. 193.90--- Ao SIDEWALK CONC. X --FIN. EL. 193.80 - - EL. 191.26 -- FLR. 194.00 0 1 1 21Of _ 1.5 PROJ. FIN. EL. 191.36 TOP RETAINING \ F-- EL. 191.26-- Q. ALL EL. 193.50 -FIN. i 2' FLR. 194.00 1 FUTURE EL. 193.50 a ; GALVANIZED 195.00T.C. EL. PROJ. FIN. RETAINING WALL O -- CL 189.93 - - - - - ' I EL. 190.0 h�ON EL.189.93 _ - - - - - ._ - - - - - - - - - - - GRATING- 28'-Om / --T.C. I 7 28 -0 i w F - , _ . ---FL. 188.2 EL 90.3 \ �. - EL 186.9 195.00 I I /--FIN. PVMT. 189.87 I w w EL. 186.6 \ - 190.00- - - - -- - = w 0.75'--•-+ - � --FIN. " 30 1.t. I VEGETATED ERAi--� _ 0.50' -i-1 I - -_- - - - - f -- I IN X SEC. STA. 12+00 " FLR. 185.12 8 FVC STORM DRAIN STRIP cn s 190.00 __-_ o --- -8/ --- 1 51 --- -6 8 - --22't --------- - __ - I \. IE 185.0 IE 183.6 L_1 O 6:1 SIDEWALK EL. 183.0 LIJ EXISTING/RESTORED - PRECAST CONC. U ?. GROUND ---FIN. PVMT. V) 3-SIDED BOX EL. 193.30 �, W/ (3) FLOOR LL_ DRAINS---- -J I 0 0 C4 0 0 0 0 d 0 SOD D rY� PROFILE At_ONG N. EDGE OF PARKING LOT 4 ;C- SECTION 0 STA. 12+ 0 2r4 FLOW DISTRIBU?' ON BOX z SCALE: 1"-5'-0• \C 4SCALE: 1'-S'-0• T �- '--_ I/4 1'-0" ED ` ♦-- N Jn NOTES: I Z o °i z - vy K Z a I. CONCRETE MINIMUM 3000 P.S.I. AFTER 28 DAYS. Q 3: 0 i/2" RF.D. { 611 EXPANSION JOINTS z 0 Q A. TO BE PROVIDED: N o I AT EACH POINT OF TANGENCY OF THE CURB. o - ---- - - 2 AT EACH COLD JOINT, 3 AT EACH SIDE OF !NLET STRUCTURES. O - 4 AT EACH END OF DRIVEWAYS. 0� --- - TOP STD. io - 5 AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. -j o CURB _ FINISH _j Uj GRADE B. MATERIAL TO BE PRE-MOLDED ASPHALT IMPREGNATED, :Dc 0 0 TOP OF • NON-EXTRUDIN:, WITH A THICkNESS OF I/2 INCH. Q RETAINING WALL - --- --- FINISHED AC PAVING --- - ---' x F m �~ Uj (SAME 6 HGHT.) PARKING _�I 2. CONTRACTION JOINTS. o Ljj DRAINAGE BLOCKOUT A. SPACING TO BE NOT MORE THAN 15 FEET. O START WINGWALL _ _--___ 3" I.D. PLASTIC PIPE B. THE DEPTH OF THE JOINT SHALL 9E AT LEAST 1-1/2" !NCHES. � I FOR .APPR. SLOPE - _ --- .- -_- -. - `�----- _ I r _ -- -- - - WITH COUPLING ---- - a- - 90 00 BASE COURSE - 3 TO SUBCR DE 0` STREET STRUCTURE C 90.00 -- _ A E UL R 4 IN DEPTH, WHICHEVER IS GREATER 1 _ _ _ _ _ _ _ ------- __ -- _ BASE ROCK 2"-0 OR 3/4---0, 959: CCIMP.�CTION. BASE ROCK SHALL BE r y _- ---_ �l ��`_ -- _ -------- -- -- 4. DRAINAGE BLOCKOUT - 3" DIA. ('LACTIC PIPE. A. I.D. PLASTIC PIPE 'WITH COUPLING. J ---- NATURAL GROUND B. DRAINAGE ACCESS THROUGH EXIS.�NG CURB SHALL BE CORE DRILLED > OR CURB SAW CUT VERTICALLY 18 EACH SIDE OF DRAIN AND REPOURED I O 85.00 --I _ - f - 85.00 TO FULL DEPTH OF CURB. 1 - � z 6 CURB DETAIL 0 r _ 1 1/2.771 j Bo.00 3TENW w,o. no.: 5490-801- 78001AA CA + 0 0ISSUE o re) + U+ o+ _ CK d Q CALIFORNIA [__] HAWAII �'NORTHWEST One GTE Place, Thousand Oaks, CA 91362 P.O. Boz 2200, Honolulu, HI 96841 P.O. Box 104 Everett, INA 98208 C� �4` 15,301 �' SCHOLLS FERRY RO., 13900 r5__--� PROFILE SOUTH SIDE PRKG. LOT EDGE CURB & RETAINING WALL LINE �,�;� w � BUP 92.0113 �U4SOLE: V7. I•� �'�'- � , ,,. , ATE Telephone Operations W 14 OF HZ. I'�0' \ ,1rOF�i_aU i ';t Vilest Area v A, AN HGE INC. - : /C4.DWG PLOT SCALE: I"=5' 0 �� S 1 ,T11r� � r fi , T 4 IT T � 11T61 H �11-1111 TT 11ir1fiI f il- JTZ 11TR 1995IF' CHIS DO��UMENT IS LESS ]'7Trji7 � I � I . �LEGIEiLE 'I'H11N '.CHIS N07'ATION, - _ - --- __�L- _61 8 10 I 111 AUGUST 30 _ __�_ - Iii '_ ! r � IT IS DUE 'I'O THE QUALITY O}? -- -- ----- J No.99 res 'I'}IE ORIGINAL DOCUMENT. Z 8Z LZ 9Z Z Z-_--£�-z�Z TZ---�-Z - 6�I�- flI --YL�T 9T 4T 6I £T --Z�T TT T 6 L �jul ���► ����I� � liI l IIIIIIIIIIIIIIIIII I �lll►� Illy �,►IIIIIIIIIIIIIIIIIIIiII lli�l�llll III IIIIIIII►II 1 (lli..IIllill.W11W II�III II Ull11J1111�,� 1I I I I I I II I Ill _ ____- RE34R - - --------, `--- ------- - --� - --` TY�P�OF 4 ------- - -� __ --�\ W/ GAP _ A6PHALT PATH ` C, rP.) -- - ---- ------- --------- SEE SECTION - _ - - _ _ - - -- -T--- _ - \ — �. i ( '�� _. )l � ,_-_.__ .� �.. '_ _"" , '_' Jl ♦. -T-__._.-,,.1- ._.t__ � r-__-"�r.._.--_, Jl --T-_'_'1_-. I - --f --_-T__-"' xJ TAKEN AT 12.90 _ —�� ` • + + + + + + + + + + + + + + + + } SPOT FINISHED PAVEMENT ELEV. + + + + + + . y -- -- _, .�� M - I°1'-I' ♦ 0 �- EXIST. TREES TO REMAIN Q 0 IN6TAL L �, r GONG. D ---�— i^ANr6CAPE BUFFER- 1 _j I _IDE �i � 9- � . � _ -- -- ---1. .--r-T---,---.-- - Z r IN EL. 19 1 — I I z I + OP RET. W L V) 0_ V) L 1935 —.._ l�a� — / _ \ \ �— --- — ___ --_ __ - ---- (Y I Q – f LJ II \} LAJ + +\ l_7 3 a 7SEED \, ` l W 2 n _cu \ BACK + - OF CURB/ +\, 5 ED '� ,c.. \ + k —,0 + \ + k\ T.G. EL. I 31 4 b BUILDING EL. ✓5991 FIN FLR \� \ �OIQ6ek 8NT 124ft _ \ EL. 194.D0 . . . . + t. C13 fq / A X-g�CB If) + \ 4 WIDTH (F-F) + TYP OF 22 . . . . . . . . + -� !22'-S' J l — - +\ IDEWALK CGI;NER \ CATCH 3ASIN 1 L. I \ / CULVERT - .+. 'A W �0 EWALK T.C. EL. \ ~ R Lad 1913 t p,5 w �F -� + w 18454 END TrC. � -+- Z 186.1 --Y t'tP OF b . _ L. IBS .�.. ,K.� '� M 885 Q \ AC DRIVEWAY / \ \ T.G. EL. + + + — — 1883 1 k191.1 k1915 192 9 ,� 1935 \ gyp• + may 0 I92B . . . . . . . �'`�► . . ®� . -- 6' LONG �1�" 8 8r -- . . . . . . . . . . . . . . + A WIW2 WALL_ \� �'S FILER �,. 1'-0' b'-0' 1'-0' S' rp - _ \ z r EL. IwJD . . . . . . . . . . . . . . . . . . . . . . . -NATR GRND. x • PROP. coRNER 43 EL. 197x4 • `\ \ It \ �- ABANDONED TO BE SEALED r x h ?� . . . �'� w �\ \ -77 O 1 i \ IY CURB SECTION _ CAST ! PL E ---- +� \ LOW D TRI�UTION / �-(• LJ \ \, X \ SEE4A/G4 �- 4&'-b' \ k ./ •t GETATE FOR FENCE ��. . . . . . . �Gg / ,�1,.3 .�yL W R 3TRI O AEND SEED . 0NCHOR--- � w � FIL .\NSA vim'1- s;: 0 Z \ �\ WA R QUAL Y k CURB "I-ECTIad . . 1>� FACI ITYt�LANT LIST c • m__ / SYMBOL COMMON MAME BOTANICAL NAME QTY. SIZE CONDITI!44 REMARKS k d \ l O -- DO_UCsLAS FIR _ PSEUDOTSUGA MENZIESII X 3-4' 15415/CONT. MAY BE k \ / OREGON ASH - FRAXINUO OREGANA X 3-4' BARE RO.OT F � — — _ _ _—. — / C�TENW w.o. no.: 54'50-501-150014,4 U T_ J rtd 1�p TWIG DOCsWOaD CORNUS RUBRA --- X 12-I®' - WHIP6 �✓ \ / V VINCA VINCA MINOR BOWLES X 2Vz' POTS _ -- - - - -- - — - _ - __.—----- __ w r •-- LJ sl ENGLISH IVY _ HEDERA HELIX —_ X -2��' POTS jr ISSUE '^ u- __ CALIFORNIA [ —] HAWAII C_ NORTHVVE*9T --- -- — — -- - --- --- -- -- -- One GTE Place, Thousand Oaks, CA 91382 P.O. Boa 2200, Honolulu, HIP.O. Box 1003, '_rerett, WA 98206 O •'•'•' • BARK MULCH \ / ase•r. 98 _ Ebr LAWN - - I�_ - GTS Telephone Operations w I - ---- - -- _LL. � West Area � J SCHOLLS FERRY RD., 13900 — �— SUP 92-0113 C 15 OF 29 -- — -- - -- - Y Hm W_ - KiTEA&LLALA''CW_V d PLOT OC.&A-E, I'.10 WASEI COUNTY FILE NO. `32-9D4 TjT IF THIS DOCUMENT IS Lr, S q� I 71117 ' � � P rTT �T 11 ^ 2 1995 LEGIBLE THAN THIS NOTATION, 1� - ,. 4� 6 -_ � ��^ ' 1� 11 QUVUST vo 1 IS DUE TO 'IHEn�1IALII'X OF .. No.3e ®'��--• THE ORIGINAL DOCUMENT. — � � ti, 6� 8Z LZ 3 �Z Z S Z iZ Z 6 [ 8T Lt9T t'T ST ZT i T 6 9 IZ[iiII1IIIIIIIII1I!II1111111I IIiI;IIIIIII IIII�II IIIIIIlII IIIIIIIII IIIIIIiII I II 'TH111111 ►,1111►110���� 1111►u�►1 IILIIIII IIIIII�I1�1IIIIIIII LII1IIllllll , UdIU1 I lull W111111ll111111� 3 50x30 �I n; w, M-I -- Hl1MIpIFIER OPPOSED BLADE , 60X46 :;.A. M 60X40 B.A..A � �� MANUAL PAMPER PLENUMOPPOSED BLADE 3 g I PLENUM0S. N31 FP�iSARTER 30X50- ! MANUAL DAMPER I L - - -- - - - -- - -__ __. _ 60X40 S.A. DN - - _ _ _ ' - --- -- ---- -- - --T-,- 60X36 a EF-3 TIME CLOCK IND III Ic\ /� F�- - - x� -1 \ Q 12X10 SUPPLY DN B MOUNT 5'-b' I \ I II I \ I 'Y I; r `�� A \. OPPOSED BLADE Ja U r �-� MANUAL DAMPER N LOUVER I x \ I II X 42'(MIN) OPPOSED BLADE'- _ ,; , Ce TO VAULT CLC. M-3 .-96X56 LOUVER ABOVE FINISHED �- - I , \ II I \ \ I MANUAL DAMPER - 38x82 k ITXIO '� _ - -_ -- -- - TIMECLOGK. - I LOCATE F AS HIGH AS POSSIBLE. - --- - - - - - - LJ r J -B�2 W a -- -- NIM.) FLOOR-. _. .. FLOOR TC C OF 74 PROVIDE AT - -- _---- - --- --- - -- - j -- - j -� � T� T I r` �'-1 60X31 G.A. J ' 1 TEMPECONTRRATURE PANEL 40X60 Z VAULT CLC. Lw ��° _-18X10 fl8kl0� - IBXIO EF-3 14XI2� �R4-II r�, i�l -I 42 FtD G1BCONNECI 17 / kj ��I'8 I Z 1k : : , - r-�. �.� 1.1 'i MIN ' _ - AHU.I -.9zP AHu-2 r 11 . ., ._ .._.- _ - I STARTER- ,• -AD-5 �6 36 C) ANU-I I F-52X16 O.A. W F F _ p - - - — �_ n�. - - - - - - - - 3�4 ' AP JI / I LOUVER 24,000 �YAULT GAS MONITOR DISCONNECT—/ ! �I FAN I I j CFM EA (TYP. 2) T - t 8.<'.0 I8XI0 I��I �_ IS'iCIO_-1 J I F PANEL. I _- — — — — I I — — ..- . - , , , I SECTION �TYP5 _ , XI® T I . I - ..�.e— / — I — —8DN. . / I 82 �52X8J . �I I \ 14X12-., - � Q P -'.0 1 1ex0 1 #� TY , 1 ITHANGBNE FROM 3/8'RS, I AD- Bl9Tk8) A r 81Y.38 / II R.A..,, DN. - I-[T -p-31+(92X681 _ ., �� P.g LQQ-1pC5T Xb8J /�Q_1 2J -- ISOLATORS (1' DEFLECTION), ��- -'-- -- --.- R.A. DN. _- 52X8 � �" 3Ci�. � � -, � \ /------ — I: � : .�' , . .W. : .. coo COIL ZINC COIL - - �_ RODS WITH SPRING � I TRAM -GRACE 14O - I v TOW. 1' -- -- - FILTER �9NLT4B7 8 i8 � II - ---- -- [_ � , PRE-FILTER � 38X14 4800 GFM(YINJ 4800 CFM(MIIJ 3� F��I - - - - 'TOILET AX8 k-AX8 14:18 p4 ! I 3 92X16 O.A. FAN SECTION --J CYCLE ECONOMIZER l L14m dl 4X8 24x0 I LOUVER }, D 11 { M-1 24,000 GFT1 (EA) O Ll6J 1 '� 8X 1 -4x8 1 X8- 11EA1C I0X6TYP. 10 2 j 1-P , Lu I SX6 �qft W=h--$ !6x1 42X30 .ITX � � l8xl� 3 { + .. _ HH�UI"IIDIFIER I 2 MECHANICAL IAM PLAN 3 MEQ4ANICSL S SEC_ TION_ - !2X 2� 38X i 140-R t , ' oor� b A1T I M- � SCALE:O'• 12x I2X IT I I M- SCALE: I/4'•1'-0' U LOUVER 1 14X8 TVP. 0 / 12X1 14X14 KIM. _._-- re 1 TEMP. 1 (_ 1 i 1 H � 38X24 I Z Q T EDH-e GONTR i llu�� Q s-• \ PANEL M-1 40X2P+ i 1 ' 1 - ----- -- - -- -- -- --- -------------- C-� l 7 8 - IdXB 14X8 - SXb EDH-1 T _ _ XM --42X30 II 28X12 V XIT 2 XIT 8 lDN 8X14 SXI47 24XIO •-24X12 O _ I 6X5 p 11 b �--- 11 4X _ - ��-E�S I� MD 8k12- T X I I D 8X14 •-8kt2 _ 8X14 -Nj MD EQUIP, AD-8 I 12 8 - FUTURE GROWTH I ML� IL IMP I '1 X! x12 _ -1 '- TYP. 2 I - 8XI2� H T T 77 �[{ - ff-'i T;ME CLOCKI -I _ . . .. 40X22 I I ----- ----- - 36X14 -- -- - ----- - --- LJ2251T_� ._ 8X 36X14 � T .1i@r�I1 14 40 MOUNT 5'-6' OFF 12XS i I I N 0X22 -- I I STATIC PRESSURE, HUMIDITY, TEMPERATURE SENSOR i TEMPERATURE Ce'NTROL PANEL, '(NOTE: MAINTAIN I I AND TEMPERATURE SENSORS HUNG FROM CONDUIT. MOUNTING HEIGHT: 5'-0' FROM 111 TO 4 OF I ' 1 T j Ij, I �-40X22 10'-0' OVERHEAD ' HUNG FROM CONDUITS. FINISHED FLOOR TO CENTER OF 1 tIMECLOGK ` EpH-4 T. -I IXS -yl - CLEARANCE). l l I CONTROL PANEL. ' _ I I X8 i4 { > i 1 �-- _X /J� H .24 101 316X1{ DN M ' 24X10 5OX32 ' YP. _ I I 1 , Ill 1 I ,6X30 ` - I 4X _ I x 1 1 ELECTRICAL EQUIPMENT 5 0 ILI J1 I 1. 7 I I j I t j �4- ! �F_2 MD _5 12X - ZX _ i 1 X I I FLOOR MD LOUVER J 30X14 ,X14 T 36X24 N.1J91f DL. POWER 2j j t L-i ' j I u. EF-2 TIME CLOC4 24X10 M TTP. 1 X i �X8 b4k Ij SECTION LOOKING EAST o MOUNT 5'-6' , p I 4X --� --, - - - - - DROP UNDER DUCT. - ABOVE FINISHEDI I M- � SCALE: 1/4'•1'-0 FLOOR TO 6 OF ' XI2 ! 4X DN X 14 MGi� { I �--TEE CONNECTION - n, TIMECLOGK Ji I 1 4X r - ( —` CUT AT 45. POINT NORTH-SOUTH (NOTE: MAINTAIN 1;'-0. � �g16�X� Ir , 14 8 1 -� I I `- 6Ui'36 \ '-0' Z �y OVERHEAD CLEARANCE [ ]] M-� 5OX3 M�¢HA I gLX6-\ MD - I / SHT. MTL. 6.4. SPRING ISOLATORS ul In H DISCHARGE T TYP. b L�@@_7 \ �,r"<.✓ ! I FLASHING 3� ? 9T �, ,� -� _— EG I AD 1 r ----- -- — -- ,• _ I I %/ 9' MIN. CLEAR- -. --- = ENGINE -- -- -- ---- a I SEE ENLARGED- __ . - / • , XHAUBT '. � FROM BLDG. I LIN -' \ — - - - -- d LOUVER N.IM. �D MECHANICAL ' i '-- SEE ARCHITECT k. 60X32 S.A. YY" - FOR LOUVER. )ZIGENERATOR . ' PLAN _ SEE EXHAUST` �T BJH-2 SMG '' ' 1- I •' CONNECTION Z r � 1AD-6 H. 444 M-I '� HUMIDIFIER - DETAIL 10x8 10X10- -� �' _. C I THIMBLE -� ,�^-:_, 3 6 0 GENERATO _&7 18X8 . .- T Fs , 2' FIBER GLA88�-+�-J M-3 5 _ j �_ j 1NSULATI� 1 — SILENCER c1 M-1 I _ $j,E :TR.CAL . . L I �� S ._. _ - - II mo. / LOPE -A . .. _-r-_- _`.- _—_-- _ - - - _ 1 ' .\\` GATE VALVE— CONNECTION- 6'0 -3 MIN. L - _.._ _. - /- --- V 11J MAKE P A AR. _ S L S - -- S".CIFICATION FEFERENCE ---THIMBLE THRU WALL - -� W / (CA, CB, CC, CD) ,4� ENGINE GENERATOR p0[ I.OUVER N.I.M..--- M-$ , 7 I, i -EG-1 � ACCU-1 ��� CEILINy �;_ - - NECK SIZE (SUPPLY AND RETURN SQUARE) DAYtANK, EXTEND .:CCU-1 �--• pIFFUR�1@0 — THROW (1, 2, 2C, 3, 4, R) ALL FUEL OIL LINES I ALONG WALL. bM'-N0. I -J � � /-SPRING ISOLATION j SEE FUEL OIL - - SF.. ARCHITECTURAL.J �- - -- - A- - - iL 1 PIPINGDIAGRAM aPIPING DIAGRAM. (•'[.• \ - SPECIFICATION REFERENCE (GA, GB)E 1-DUVER N.I.M. a - -- -- - — - - --- - -- _ QI IU CLEA / '�ISCHARG- - '� 0 l-SEE REFRIGERANT MOUNTING ELEV.(H•HIGH, L•LOW, C•C [LING) a M-3 •+ GRILLES - FACE. SIZEf_ .,.4 OUANtITY 1-3/4' FUEL OIL, SUPPLY a RETURN. �I SECTION OU i LEECxENC% SCALE, 1/4' --- -- GA • RETURN,'kxHAUST GRILLE 4 E"OIf; U'::- - -- r C1 F. f Ut GB • LOUVER FACE SUPPLY DIFFUSER / CsTENW w.o. no.: 5490-B01-1B©fdIAA W M T CLOG r I I \ , / NORTH CC • HARC, GLG EXHAUST Tr - - —______-__-_ - 1 RPL 4N Y'1 Y /�C CA HARC GLG SUPPLY DIFFUSER oni1o. 156112 -�� I 0 W d CD • TBAR CLG RETURN .p M- � SCALE: 1/8'•1'-0' CB • T-BAR CLO SUPPLY DIFFUSER oeFRT 3 0.Oa0� CALIFORNIA I-I,QI,UQI I �, a i GC • SUPPLY GRILLE M. C� [ NORTHWEST J NOTE: DUCT MAINS (SUPF'_Y a RETURN) One GTE Place, itmeand Dake,CA 313M P0.Box 2200,HonckliI, HI 96841 P.O. Box 1003, Everett,WA 98206 HAVE BEEN OVERSIZED FOR t.zc� SID. stH AaF.NUE -- -----_---- --- ----- -- _ - I �� II FUTURE EXPANSION. BSC' Inc sa,re 1004 PORTLAND, OREGOPJ 5'x:0-. II Mbheerg - CxT Telephone Operations �I �> eCHOU. 1t3 RD., 139M E "Ie West Hrea x . 5UP%-0113 PIg1A,(MfAf►-33•• _ -- 1�bFA t�k, lM3AM•OeTO � �-_. �LI� I T II IF THIS DOCUMENT I8 LESS I I I I yl ' I �r I : I yT11 111 I '4I ' III ' 6 I 11, AUGUST 30 1996_ LEGIBLE THAN THIS NOTATION, I I � 1l � I _8 ' IT IS DUE TO THE QUALITY OF - -- na•e tr7a6r THE ORIGINAL DOCUMENT. — -�M uu iml� m�u iluu liuluu mdiiu uuluu uuluu uduu iudl;`uuluu uuluu iul�m imllli i �iuJ i I1 I �!I D 9 Juu 111111111 ililull uk Lt- 1� CONTROL 1. X F.Af r- 'T 36 t- - UJAStE - - - -_ ____-_ - - 3'WA5T�# - -- - - ;_=��;_ - - -- i. - -- - - HOT COLO WATER--- - q VENT PIPE SIZE DE51G FIXTURE VAULT 2' V'TR -VAULT GAS 1RAF1wA5TE! ,/EN7Ir_.W. H.W. REMARKS Ln "P DISCWAN" MONITOR PANEL I WASTE Ce 0 -VAULT SUMP Fump____� 3 WC-1 WATER CLOSET INT 41 24 0 WALL HUWs HANDICAPPED Lu 4 OF z �`- E Ci E N,[D-- LAVATORY 1'/2' 0/2' 112 '/2' '/2' COUNTER - wANoicApprm 31 WA57E Z HOSE 131515 3/4 70 FIRST F,00 R NON-FREEZE TYPE - SEE 3 H�1 WATER HEATER 3-4 3/4, 2 KW 4 SCALE: 1/8' - 1--o' 21 28 3/SERVICE SINK 20 40 3i4' ffl-1 SINK 11/2, 11/2, 11/2, 1/2 1 ii=i 3* 7�EE 4 FOR CONT. ELECTRIC 11/2, 11/2, 11/2, `/2 0 WALL MOUNTED - HANDIr-APPED 3' C.1. C.1. 2� WTR. COOLER 3' A 21 AREA DRAIN 2 PRIME TRAP r r�T V f, .3' WASTE DN /e4 - ! Rp.j 31 FLOOR DRAIN 21 2' - M 2 PRIME TNAP TO 5SMT. SEE 2'VTR Fu_:d _ URINAL 21 21 11121 3446 HW-1 2 4 VTR VAULT GAS HW MONITOR PANEL 1 1141 DOMESTIC ` `M-? COLD ;_%TER 3/4' C-Li L�,NIDER _r-L.A5 — — — — — —t.k o .3 ;5-1 PIPE TO PAN. '3'W,4 5 T E PRV 3 VFD( � I© Rl I F.NP it�[ U HW-I 20 Gal, 2000 W, 3' WASTE DN 1;5 WATER �4E"'ATER ON TO 5ASEI"l1ENT 1 3/4'-->I GATE VALVE IN 5�4ELF SEE RISER TO T' --- 0 !— . ® I � t--4, 1. ,SAN *OR 3/4' CLU 6' SANITARY UO SEE PARTIAL 3 �To -1 WASTE FD-I F E R 03 LJMF-3!NG PLAN M_2 FCO .4-�r k 7 H CO 31 Lu FCO "- GATE VALVE UNION 1 1/4' CLU UNDER v'I VAN C SLI415 YENP NC 45 DOWN 70 ELEVATION' OCW U -3 OF LINE FROM STREET 39 F-0-1 3/4' �4J5-1 HOSE 5155 i I � _._ _ �._ �� RY � , � oe ROOM3, -4' GATE VALVE TOLE 16 GA. DRAIN PAN 2"v 3/4'�,IW 111 111 WITH HEMMED w 3/4'CW -4 : 1" DRAIN, PIPE TO EIDGE, SOLDER ALL _r I UNDER SERVICE SINK 95-1 SLAB ( 2° �- I"Cw y 3 4 Cw ZJ 11,244W L _7i ___ , 2 LU TE f R �EATE � DETAIL we-1 �. rr 1 m _ I1CW M- 2 NO SCALE -4' UJ"STE 3 r- %-%lu FCO 36 yQC _f 4'VTR no ID HWATER11 F_ k Iu HO W, COLD 4 Lu We- I "VENT PIPING AL30VE I I/2'V LH CEILING e F:D Ij 3' LUASTF 21 VTR3,'4'CLj , 3'FD 0 FLOOR 3,'4' T 0-ILr--T ORQ2►`1 _ GATE VALVE'-__ FLOW SWITCH 0, GTE VALVE -} 3- WASTE 3,"4'CLU CHECK VALVE - DROP IN WALL UNION SUi IP PUMP i t -._- - - _. - - 1 r 1 112' VTR H-1 3 HUMIDIFIER---,y lu --,&. 7 1 (01L -FCO HALIST SEEIfL -3- Fp-1. I f=L� kD E * "/4 1 1.... F'A FA�\ T 1 ,�4 L FL Lf',*-I B N Ci F7D Lo4 N M r:_c_H A N-1_P 1-41. I O O < NO SC,,ALE ( E I Tc� 3 €�Ecrlel� l- O 3/4' 1 \t-j 2 -E SCALE1/4' • 1'-0' 0 2- -3' R1 3- NP- r:)4YT,4NK 2' '/7R 5EE 41 G.I. Ll- 4' C. 4* C.I.- 3!4' .H5-I\-`b %P% 3/4' 7834 Lu 0 � GTENLU w.o. Lill jmkcw� OREGON r. 13 1p (I M. 7-- T-T (-- c. L I�or�N (�� [�-] 1 4 UJ P4 ! I N 0 R T H L u r=5T 'NOIRTH 6,20 51u. 5TP AVENUE 00, 140molulu, HI %841 PD.Box 1003, EYffett,WA 98206 One GTE Place, Thcoard Oaks, CAL 51362 1"0. BOX 22 ^C, Inc. SUITE 1004 FLOOfR FLAN 60 9j;04LqM Mechanics.1 I"ORTLAND, OREGON el,204 u_ , 17 .0113 SCALE: I/V C-:;TE Telepiiore CperaticrI5 W2�19 139W Engheers NOTE: D] BEE ARC_L4!7EC_TURAL SITE PLAN FOR CONTINUATION. tee,(601)226.33" Lu FAX e"31926-mic West 4r ea IF THIS DOCUMENT IS LESS TTTT1711_1 I I I Ig I 111 111111111 111 111 T71TIT T I . 791 1� 1995 LEGIBLE THAN THIS NOTATION, ----A 10 ' AUGUST 301 11' IS DUE TO THE QUALITY OF 61t 117 No.36 TL'E ORIGINAL DOCUMENT. IIII IIIIIIIiI IIIIIIIII IIIIIIIII IIIIIIIII IIII�II IiilllllII llllilllllll�ll I III IIjI IhlIl l�lilll T 1 91 g�1 4 T1 T I Jill ALIIL all, 11 Now �•'�f I ( * I I I , 2' S'c F L PLATE t!) BOLTS 6 a ENG/GEN E iH ,JST t', - _ ES G. DEBC�'IPTION i ELET►27 : 1GAL � - -- I ; j SUPPLY A11Q ELBOW TURNED L;P i" ! z WITH ✓OLLIME DAMPERS -" - OFFSET I --- W_I AIRHANDLING gNIT I 48©'✓, 3PH, �` � _ rr ' 'I;BUL-.R STEEL -► `' FAN: 24,000 CFM, 3' SP, 1NTERALLI' SPRING 25Ni' FAf`I i5' AX. �, r !=R.�ME a 150:-OA GD. (SIZE A-30, DWD!, FC.). MOTOF - �--- - X UIBLIL"'R i ,,.1,4L COOLING CO L: DIRECT EXPANSION, R-22 I T r STEEL FR,,1tME I - I/2' PLATE �S I -- RE 1 -1RN A,R Ei_.BOw TURNE✓ UP REFRTGER"NT, 42'F SATURATED ��UCTION I'LL WELDED TEMP, 24,000 DFM, 1.3.4' EDB. 5° 8'F EWB, F' * J F - T s, R,r,r� ;50-.;,ov?5 . _ _ 3m MH•°'• • RADIUS OFFSE f 5©'F LDB, 413 F LWB, '100,ODD BTU OT"L 6'� ENG,'GEN -_--- CY J ) �._ --r- J � Ei�+ ',UST CAPACITY, 0.75 Ir 5P, 500 FF-1. F'v' t. I X SUPPLI ,4!R ELBOW TURNED DOWN RISER :3L F 'OR' W FILTERS i PREFILTERS: 12-24'x'.24' (48 :Q Ft) c, F :� Q _ -, KINETIC SRN SPR���G • - UNI9TRUT , •-991 � �-V? BOLtS � � C)IMENS!ONS: 81'•?'HiGHX114'WIDE (OVERALL)x I ISOLATORS, ALL ISOL�.TORS U F-7 . SQUARE E�BO�.;� 168'LONG. _ ._. ____ ExPOSED TO WEA T HER CO"'' C� a -_ !-- --"-- _ M.,NUr ACTURE: P�,GE . I iC WITIi "1GISTUF?E 1r''PER'ti'IOUS Z ,n TURNING ✓ ON NE ,1 EL„S, OMERIC _ ---- tRETURN A'h� ELBOLll TURNED DO'L;JN v, . .___._ -r DESIGN Fc�R DEFLECT !' , . w ~ AHU_-2 AIR HAND-LNG �,Ni ,- I 480 ✓, 3PH, � � J. ✓�YIE�J FAN: 24,000 CFM, 3' SP. INTERALLI SPRING 25HP FAN - D 30 DEGREES MAX �O, >lI�W ISOLOATED. (SIZE 4-30, DWD', FC. I MOTOR -_ - ---� R-p - - RADIUS ELBOW - COOLING CO,L: D!RECT EXPANSION, R-:.'2 _ r< cFRIGERANT, 42'F SATURATED SUCTION - .-- - CONCENTRIC TRANSITION R' - T.Er1P, 24,000 CFM, 13.41=, EDB, 5 9.8 'F EWB, � 4- :50'F LDB, 49'F LWB, DBTU Yo - C.T I OND E 7AL T r` IL ES r' xt" O � �30 AKE OrFc:�aPACITY, 0.15 In 500 F' F, FILERS PREFILTFRS &''-24 x2• /48 SC. Pt) -� - - - _ .-- _ _- - 3� SCALE: NC"JE DIMENSIONS: 81'1-*2141GHX114'WIVE c ,7vER�,:.L% ECCENTRIC TRANSI*ION I _ T12' OR !�?D X168'LONG ' 45 DEGREES --�p4q__ -VENT CAP MANUFACTURE: PACE . � CEG -I 4,R OOLD ONp€NQ- {_UNIT ^o PREVENT UR �) 4D'F SATUR4TI-D SUCTION TEMPERATURE, 123 MIN. TO .SBO rE ROOF7�1 - ----- -- -~ - -- --- �, °'5'� a1R F ' CONDENSER, - � � clRculT �r,PS � .. , � SOLENOID T �uE 100,000 f=TU CAPACIT`r', , � ��7 1� � � �- � VALVE ! _ -� LER ,SSEMB�?' }_ R-22 REFRIGERANT �.I "" - PUMP , - ----- P"ANUFAGTUR-_-TRANE RAUG-C60-- - - - --_ - J " " SCALE: NONE t . ,o .✓Eti' I p �1 AIP COOL.EF� DONDE"iS!"�Cx UNIT 48©V, 3f--,4 _ -_ 1 105E 40'F SATURATED 5UCTiON 'E1MFE,'ATURE, 123 'MIN. iE -=-' � _ MANU.^-,- o ! N ER, -- 'VA REAL P �5'F �� R EI�T CONDE �S_R, CIRCUIT -:'MSS I UMP (1� ,D©,DDO BTU CAPACITY. _- U J REFRIGERANT - - ---------- -- ---.._ T- -- - --- - - - !� _ M�,NUFACTURc_.__TQ_^NF R,=►UG_G60 CHECK i VALvE [� EDH-I ELECTRIC_pU�HEA-ER 480\', 3PH, I ail 9 ::roDf� DFM, lm STEPS, 52 KW a 1 , _._-__ I BALL 30 in LY 22 in DUG f SI�c �"�-�'�_ --_-_- --------- --- � - � MANUFACTURE. MARKEL NF _� I I VALVE 3 3%YMBOL DESCRIPTION dA HEATS 46OV, 3P:4, ✓AL E r ;/2' COLD WATER, 100 CFM, 2 STEPS, 3 KW REFRIGER�+N"i SHUT-OFF VALVE �F- � S-�'--� EiITFND AND CONNECT I 10 in Bi" 1^ 'n DUCT 5IZE I - - - - O E;,15TING DO IE57;C MANUFACTU?�: MARKEL HF W,4TER. - F' EXPANSION 1/AL'YE FUNNEL DR.�IN +-TOSS I I i �H-•3 ��ECTRIC +-4EE EB 480 3PH, - F F 6000 CP,1, 10 STEPS, 5., r<W T 30 In E3Y" 20 in DUCT SI'E - �P � .- I r MOISTURE INDICATING SIG4 , GLASS -- -- --- ---- - F-G-I ENGINE HERr'1.;L ✓.,L MANJF,4CT6RE: MARKEL HF REDur.ED PRESSURE C=ENER.=,'OR " lU SOLENOID VALVE ;t IT 5 'CKFLOUJ PRE,,ENTER ' - _ - ��1 4 ,E�CtRIp-.pucT H�At.,- I 480V, 3P;-J, - -- - - - - - - - -- --- I' GR•;CJ TO 3[000 CFM, 6 STEPS, I 24 KW ( FLOOR DRAIN. FILTER/DRIER I 30 In B'I' 14 In DLICT SIZE I DAYTANK ASSEMBLY gUAr ; • �l J t MANUFACTURE: MARKEL l iF INSIDE BROKEN L!NE. C--------_�_______------------ -- ----- ---- --_.___._ ___ ---, ---------- --S--i SUCTION LINE L IpN-5 ( ECtTIC_[>UG__.i._N _AT€R 4g0`✓, 3PH, - RETURN 3060 GEM, 4 STF"'S, '0 KW 36 In BY" 14 In [VJGT SIZE �- L-'� LIQUID LINE �' -1r,4 FL�' F- L OIL DIt4G',RAr**1 �- -- -- MANUFACTURE: MARKEL NF ----+------- ------ -- ----- - -- -- ---- -- ---- - - -- -- - - - --- -- -- M _ 3�- - SCALE: NONE �LH�6_ ICTj�IC pIJCT HEAtEg 480V, 3PH, -- �--fIf y I 3360 CFI"!, 4 STEPS, 10 KW }-- 36 In BY !4 in DUCT S'ZE ExTER!OR -.--� '- _..,ti_--- � EXTERIOR .� ___LMANUFACTURE: MARKEL NF WALL -__ =moi MOTU�R OPER 7F1:, WALL { n i DA R I PIPE ACLU-2 / AHU--2 SAME �- - €�EGTRI UCT H AT€R 2'1�V, IPH, AS 4Gr'U-1 200 CFM, 2 STEPS, I KW 6 In BY 5 in DUCT SIZE -- , 1, I ' V AIR 4 _ •^ j VI MANUFACTURE: MARKEL HF aH� ?� C." 'rri ` - - - -- UN I t l 1 � rJ� i }-- ----- - - - --- - -` - HANDLING llk E_D_H-8 EL GTT�IC W-T I-IEATER 48©v, 3PH, I .3 ►= ?405 CFM, 4 STEPS, 12 KW -- THERM05T4'71 !G E.'.PANSION O I6 in BY 16 In DUCT SIZEI !MANUFACTURE: I'1ARKEL HF SOLENOID '✓ALVE - - - - - - -� -- Lt�U SER WITH BIRD 1r -- �.'8' LIQUID LINE�� � • � r ' � LOT:', ER WITH BIRD � FILTERSc"°'-, '. � �' � --� �F_l ExHAUST FAN�TOIL�T_ '15� 12Dv, 1 PH, / _ FILTERS(16-24 x24 X2 ) rr --� x,4 X. . �, 1 5 REEN. N.I.M. T I r FILTER/JR�'cR . CREEN. N.,.1' r G WITH FILTER RACK. -� 620 CFM, 0.25 In SP. M T FAN ::FFROX. 120'/96'. �, ,f1 WITH FILTER RACK. c 4PPROX. '12'X12' ) _ FILTERS REMOVABLE MANUFACTURE: PAGE SCF 85A MOTOR oR (� , FILTERS REMOVABLE 51" I I=RON rFRONT. V -- -- - _ -- --- - -- _-- - COOL ING $ 5 f1_ FROM FRONT. rr1 COIL L I L L EF-2 €XHAU$tFAN (POWER Rl"i'3) 208'✓, �,1 0 3,000 GcM, 0.315 In SP. 1/2HP FAN AIR fn} j^ 1 I MANUFACTURE PACE SCF 165A MOTOR {-I 1-1�. - I �'� � SHUT OFF '`" Q - - - - -- UN11 �►W_--_._ 1 L ! HANDLING / /,41-/E I I W L____ -1 I- EF-3 EN�+US.T_ FAN_(VAULT; i20v', I PIN, 1/8 LIQUID LINES 500 CFM, 0.315 in SP. V�ob-1P FAN DRAIN PAN- AGCL!-1 _-� L4C -2 6' MAS:. �+ z MANUFACTURE: PAGE SCF 19�, MOTOR +_____`_��\S _S __ --- n � �� Q w RAP. `J HW-) WATER HEATER 208V, 1 PH, ----`� __ DRAIN LINE. AIR COOLED ' I L CAPACITY: 20 GALLON 2000 WATTS DA`r'LiG�-IT, 3' 8' 5UC1'ON LINES CONDENS!NG r_- ` ' /� - �r'� ,� j�� Ti I 41IR MANUFACTURE: STATE ABO'✓E GRADE. UNITS ISOLATION , L I ,E LIEF D E I A � �. / J�` II ,�tl\� •" W� LCUVEF � E �. !MODEL: Pv-20-(MSI-K VALVE __ _________--- .___.- _ _ _ I 2 1,'8' SUCTION L!NE5 --' SCALE: NONE " 3 SCALE: NONE -- - �F- 120V, I PH, , ,% �� ., 20 FPM, 23 FT HEAD. 1/3 HP. • r m d MANUFACTURE: WEIL \ _. :� �c � "783�f� - _- _ -- _-__ _- GTENW w.o. no.: E,490-1501-75001AA MODEL: 400 1 I/4 2 E F I` I �E `r� 7 F---' l ( I N Ci � ��� l r C ( -Y- r- _ _ _..- ui - - oo 0- II 1 1 r ly SCALE: NONE G QREGON ti -L-- I I CI N-( � 1:-Ii�MIDIFIE�' 480`✓, 3PH, -L-_ _ - -__-- -- - --- ._ -L_____ _._l.____.__..1 i _�_ ------------ �r -� 1 Y p�9 � :s �9 �a� I G L !1=0'�NI1 j �4ALLI II [ NOF�'NUJ St 50 POUNDS STEAM PER HOUR. 6.1 KW Fj�T "a f MANUFACTURE: HERRMIDIFIER ADS One G'E Place, Thousand Oaks, CA 91361 P.O, Box 7200, Honolulu, 1419684 P.O. Box 1003, Everett,WA 99206 62o 5,U. 51H; A✓ENUE H-2 4LAV l'oIFIER 48©V, 3 PH, SUIrE 1004 50 POUNDS STEAM PER HOUR. 16.1 KW BSC, Inc' PORTLAND, CRFaON ?72©4 MANUFACTURE: HERr�MIDI�!ER ADS Mechanical Engineers 1 I rte''a (� PAYJ i�31J76-d+hl0 SCHOLLS Fk-RV RD.,13900 ...■ BUP 92-0113 18 OF 29 Now, �� ,1�'�'�T �1�' '�T�T�T ,,Y �. t+ - LF THIS BLE THAN TffISINOTATION,�ESS 1 ' ! ITV 1 I � IlT1 iT TT 1 -pTT rf� 11T1 3 1995 ---- �� '1L I ' 7 __ _ lU I 1 l - 1__� AUGUST' 0 - " IT IS DUE TO THE QUAD TTY nF No.se ®'•r�" THE ORIGINAL DOCUMEN', . - --- - -- j1 -­----f- V __-. - - _ _ --llZ 9 I Z Z £ ZZ I 8T GI 9t 9t ibt Ei Zt TT[ T 8 T�---�9 Q�Illlllllll 1111 ,11hIT11,111111111 �l: IIII�IIII IIIIIIIIIIII�III ll I � I �,l�lll�llll llll�lllllllll�ll�I(lll�l�lll�11►1 l lll 1 llllll u�,1�►111111111111111111111►(► 111111► 111►IIIIUIIII►IIII11111u 11111�1III � 11 LOAD SUMMARY cn Cy I 9 �1 I i NEW LOAD, KVA O1 U { Q Lighting 7. 0 II Receptacles 12. 0 Z 0 o f Heating 162.0 { Cooling 96. 0 ■ i 1 Fans 30, 0 ■ L7 \ LC �-' I / I LJ a (I Battery Chargers i3� 69.0 I BEAVERTON 1 t Humidifiers 33. 0 ❑tY.9r 16. 0 -s 1 Invertors 8. 0 / / LJ Subtotal 433. 0 I El NOTES 1 \\ OI PROVIDE A rl MARE SOLID TINNED COt'PER GO►NDtJGTOR 3rb' BELOW K FUTURE LCIAD I� GRADE. 15AGKFILL SHALL BE NA IVE SOIL. MINIMIZE BENDS AND KINKS AS MUCH AS P08815L�'. GROU NDRING SHALL BE ONE I'l t;A;t 1? I � � CONT NUOU8 C.ONDUGTOKi. 8E E MOTE 13. I Battery Charger, C4) 92, 0 I 1 I : 4tn I Lights 33. 0 ' ' ^ `i PROVIDE A �_rRfJIJND ROD, 5/f5' DIAMETER X 8' LC7NG GALvANiZED 1 / STEEL, TYPICAL. CADl1�LD GOI PNECT TO liROUND RING • \ SYMBOL SCHEDULE y RQce tacles 2. 0 --- - p �•. O PROVIDE_ GTENW LEAD 5, ? r1 F3ARE SOLID TINNED COPPER V' I Other 7, 0 ; `\ SCH,CONr.LA0 C0,0UORb JIT FTHE FROM TTHEMC7A5 TO THE POINT V' OUTSIDE THE PLACE iN I- � EXIT LIGHT v � - .A.TLQ- / � BUILDING. CADWELD COPALEGT C.CiNDUGTORS TO THE C:ROISt`L� RING. IOTAL 567. 0 % j 1 / �i Q T TMETALLIC F'I _) T �—� WALL MOUNTED LUORESCEN7 LIGHT FIXTURE I r ♦ I �� 4 'PROVIDE GTENW LEAD 010, A '2°✓m MGT1 Gl: N3U1-ATPD CONI_�UGTOR, r Only one A,r Handling Unit and Air Cooled Condensing Unit can T ENTERS FROM HE MGB O HE CO'C:O'D U) TER ME ALL G PE WHERE EN ---- - � I THE E3UILDING. U$E A G-'fiTF'REBSION LUG AT T14E WAT1=R PIPE. >=I-UORESCENT STRIP LIGHT FIXTURE operate s i rlu(taneous l y, and therefor only one of each is included/ ��, � �----� PLACE Ltd I fJv"G 3G:H. 40. 1. in this summary. /• I 1 f/ ` `5 PROVIDE 6M. NW LEAD "3, A •x�D MC-1 CU INSULATED CONDUCTOR, � WALL MOUNTEO FLUORESCENT LIGHT FIXTURE Z / FROM THE rlGe TO THE MAIN Alt-UTRAL BUB. PLACE IN I' PVC BCH. _ Total new and future connected load is 567KVA, 682 Asps, EMERGENCY BATTERY LIGHT FIXTURE n \ /I {�) (�Y M�� 277/4BOV, 3 Phase, 4W• I i t ` Y 1 I ` -'r1v-1 ' i THE "'G5 TO THE' GROUI�iNG BUS OF THE BATTERY CPARGER PANEL, L-� RECESSED FLUORESCENT LIGHT FIXTURE U PROVIDE GTENW L.EA) -20, A '2 CU INSULATED CONDUCTOR, FROM PLACE IN 3/4 PVC &_-H. 40. (}� POLE LIGHT PROVIDE GTENW LEAD 020, A 01 CU INSULATED CONDUCTOR, FROM $ SINGLE POI SWITCH ' i THE M;s3 TO THE GENERATOR CHA8816. PLACE IN 3/4' PVG SC:H. $3 3 - WAY SWITCH f1 I PROVIDE GTENW L� -8, A -5/0 CJJ iNSUj.ATEO CONDUCTOR, -ACI 1 $4 4 - WAY SWITCH THE MAIN NEUTRAL BUG TO THE GOLD WATER METALLIC PIPE W-IERE / \ IT ENTERS THE BUILDING USE A COMPRFSP;ION LUG AT THE WATER DUPLEX RECEPTACLE .1 PIPE. PLACE IN 3/4' PVC 5CP. 40. LABEL EACH END SIMILAR TO MGB C:G)NDUGTOR LABELING. DUPLEX RECEPTACLE ABOVE COUNTER ;ABLE VAULT GF''cOIJND BAR �7 BASEMENT. SEE 4/E5 PFZC7VIDE G?•ENW "EAD 04, A 03/0 CU CONDUCTOR FR )M THE MAN FOUR PIFX RECEPTACLE �( / NEUTRAL Eki9 TO THE SERVICE GROUND ROD8. SEE DETAIL 5/ES. U J PLACE CCNDUCTCR IN 3/4' PVC 5CH, 4^C FROM THE MAN `OUR PLD( RECEPTACLE_ ABOVE COUNTER, D!8TR13U7ION BOARD TO THE POINT I'-0' OUTSIDE THE BUILDING, DOOR NATE LOCATION Cc- GF 0UNG RODS UYTH rIECH. UNITS. SPECIAL OUTLET TC MATCH EQUIPMENT PLUG l0 PROVIDE GTENW LEAD 7b, A !/0 CU INSULATED CONDUCTOK FRfJI'1 �' EQUIPMENT CONNECTION THE MGB TO THE GVCsB IN THE GABLE VAULT, PLACE IN 3/4' PVC L1 50-J. 4m. O JUNCTION BOX WITH COVER PLATE --� f, ' PVG'BC:H, Ofd i `\ 11 COL:: ;UATER SERVICE INTO BUILDING. MAKE GR.OUNC)ING MULTI OUTLET ASSEMBLY 111 / IO GONNEC:•TIONS WHERE PIPE ENTERS BUILDING AND 13 ACCESSIBLE. : _ SURFACE ELECTR•CAL PANELBOARD k i f -ULL' STRING 7 I? PROVIDE MCS TO 8LEAD !TIGIJCTURAL STEEL !N BTHE COLUMN BHOtit�L �r RECESSED e , FROM _CESSED ELECTRICAL PANEL.BOARD (J TELEPHONE / /' T `•- ' ��-�` MAIC): THE CONNECTION TO THE BTFdiGTU;4AL 8TE1=1. ACCESSIBLE FOR Lt.! FUTURE iN3YEGTION USE A CC`'tPF2ES41GIN LUG. PLACE CONDUCTOR ❑" NON-FUSED DISCONNECT SWITCH J IN I-I/?' PVC 3C1�. 40. 1=- / 2 L, FUSED DISCONNECT SWITCH F- '' 19 CONTACT GTE Ci1�UNDING REPRESENTATIVE BRYAN GREEN, (503) 642-41i2, FOR ACCEPTANCE AND TEi�TING CF GROUNDING SYSTEM 1- CABLES INSTALLED BELOW GRADE, INCLUDING THE GRAD RNG, 5 MAGNETIC STARTER w DAYS PRIOR TO 5ACKFILLING, AND AGAIN IMMEDIATELY AFTEIR '� MOT0,2 CONNECTIONCn W TELEPHONE OUTLET ' ' (�►' \ i '� 14 GROlRNO!N it CONDUITS AND CONDUCTOR$ SHOWN CAN THE ELECTRICAL - - ( i SITE PLAN 3{-;ALL BE ROUTED 5Ei_OUi GRADE EXCEPT' 11HESE OTHERIVIBE �= �' NOTED. O DRAWING NCTE DESIGNATION Cs lu 5 TO EXTERIOR LIGHT ABOVE REAR ENTRANCE DOOR FLEXIBLE CONDUIT 3 P, / -- _ �hCJ / M�,�R_ j/ � `.:� /� � � CONDUIT CONCEALED IN WALLS OR CEILING CY / I B � 3 /�3/� Cf — CONDUIT CONCEALED IN 31A9, UNDERGROUND OR UNDERFLOOR � E 1 �-{3�� � y 6-{- J ; ?1E5 r� / / , I GENERAL NOTES, \ �---' El CONDUCTORS « / — -BOO, 27Z/4i30V, 9fd 1 ALL CONDUITS SHALL BE CONCEALED EXCEPT AS FOLLai0i — GROUND _A PULL 5ECTIC�N, / — NEUTRAL C. CAaINET AND MA.. A. CONDUITS TES 1l"TING !N 3URFAGg= FANELBOAR08 OR •I DISTRIMTION /� SWITCHBOARDA SHALL BE ROUTED OURS ACE MOUN i tD VERTICALL" — HOT r SOAK_ TO BELOW SLAB OR ABOVE CEI;_NG, AND SHALL 3E ROUTED (Y CONCEALED FROM THAT POINT. AFF ABOVE FINISHED FLOOR p� y 1 AIC AMP INTERRUPTING CAPACITY (S)'MME?RICAL.) It. 5. CONDUITS FEEDING `;URFACE MOUNTED DISCONNECT SWITCHES GnR W n 4'F'VC 3-4' PVC, OTHER SUr�AGE MOUNTED EQUIPMENT SHALL ONLY BE _aURFAGE BG BELOW GRADE (� l 36B>:s. PRIMAR`' i \;� ` 2 `�� `' Imo. a�H ,�Cf j MOUNTED VE�TICA�L`� ALONG LUALL, DIRECTLY ABOVE OR BELOW gE�yD�;,�Y / SURFACE MOUNTED ECJU P^1ENT TO CEILING OR FLOOR, AND C CONDUIT K ��y� SHALL BE CONCEALED FROM THAT POINT. / \ / \� ` �� /• / CO CONDUIT ONLY — V \yr � � .` ``•'\� `� / ��., l j � � G. CsROl1NDIAKs r�ONDU!T8, � cq ' CU COPPER, CONTRACTOR SHALL LABEL THE ENTRE ELECTRICAL SYSTEM TO , CLARIFY FUNCTiOti OF EQUIP'1ENT AND IDENTIFY LOAD BEING FED lD) DEMOLISH/DELETE Q .). \ j ,l' E EMERGENCY A. PROVIDE LAMIC-01D LABEL FOR EACH LOAD BEING BERVED AT EACH D18TRIBUTION BCARD. (E) MSTING o B. PROV1f)E LAMIGOiD IDENTIFICATION LABELS ON EAG:-1 GF' GROUND FAULT INTERRUPTER l DfBTRIE3IJTION BOARD, P.•JNELBOARD, DISCONNEGTTBWITC.H, CONTROL PANEL, TR4NBFER °,WITCH, BUDGE ARRESTOR, OR GN[I GROUND .I OTHER 1"LECTFZICAL EMil"WIENT. /� \� � �-__ tRL�NSF01�"1ER 0• IC ISOLATED GROUND G. PROVIDE PANEL A"1i CIRCUIT NL 'IBER IDENTIFICATION FOR Pi,,`7 • i_ LIGHTING ('� \ % EACH RICE P•ACLE, JUNCTION BOX, D13G�1.CCT SWITCH, 1-- LU CONTROL PANEL OR OTHER LOAD BEING SERVED BY THE (N1 NEIN ' LiJ ELECTRICAL 3Y©TEM. !.ABELS FOR INTERIOR RECEPTACLE0 C 15 \ I SHALL BE ENGRAVED IN GOVE!�PI_ATES WITH SLAC-K 3116' HIGH NIC NOT IN CONTRACT LETTERS. EXTERIOR RECEP'T'ACLE LABELS SHALL BE LAMICOID. NL NIGHT LIGHT DI5(-0 NECT &WTCH AMJ CCNTROL PANEL LABELS 0144ALL 5E �/ J �. � PNL PANEL. R E " ` `� CLEAR ADHFSIVE BACKED TYPE WITH 3/16' NIGH BLACK LETTERS, KROY OR EQUAL, APPLIED D RECTL�' TO EQUIPMENT R RECEPTACLE (REMOVE WHITE FSACKIWS). (R) RELOCATE LAMICOID LABELS SHALL BE DOLOR (-,ODED AS OLLOWS: BLACK TYI� TYPICAL J (NO!R!"AL), RED (EMERCsENGY), PURPLE (UPS), 4ND ORANGE W -- -_ � _� �\••; �.,,•,, WP WEATHER PROOF 3 ALL GROUNDING CONDUITS TO BE "VC SC-P. 40 UNLESS 0THEf�U1SE Z NOTED. PROVIDE A GROUNC1ING CONDUCTOR FOR EACH LIGHT F(>C1URlr 48 SI-101L�N ON G)RAWINGS. 50NO TO EACH FIXTURE. y ISSUE rL ( ( I I R rL ch (L ` >� C1.3�C� CALIFORNIA `�' HAWAII ��%'i NORTHWEST ��- ELEECTRICAL 5iTE FLAN I �R �Ro�F\ One GTE Place, Thousaid Nes. CA X31362 P.O Box 2200, Honoiulu. H! 96841 P.O. Boz 1003, Everett, WA 98206 If\ f/ 14 ��G It NCC JAMES 0 GRAHAM 8 ASSOC., iT:C. CONSULTING ENpNEFR.3 . �.?, �- _,2, ONWWAY3t0 GTE Telephone operations r FAX (5 3) cut 9»0, SCHOI.IS FERRY RD., 13900 D V�'r rcoN 9C �-� FN�o 24Li993 i West Area BLIP 92-01 rt `-•�--'� 7_ 19 OF 29 f� 3 0 �� ��: OP� AUE y=,E !NCC. %1`fRi�uX3 F G'` g' A E �2G' �S D. GAP ' PROJEcr ►,o: 91069 _ 1� 1 IF THIS DOCUMENT IS DESS Tm I I T �iIITI TI P111i T T�I�' I' I TTI 1 1^' 1Sr 30 1995 r LEGIBLE THAN THIS NOTATION, 1 I 3 I a 6 � I g I) I 10 - I 11 1G� QVVV _ � - __�_ IT IS DUE TO THE QUALITY OF NO-36 THE ORIGINAL DOCUMENT. Z �t8 o�Z T 8I GT 9T 9T t�T SI�ZT TT T 6 G t1111111TIIN:1111, £ I Zl IIIIIII I III IIIIIIII lll1�llll Illlllllllllllllllllll �lI 111111 llllWlllllll1111111111 111 �11U 111 �iil ILl IIIlllf II II III II I Il LVII (f1 vl ' w Z9 'q rRMAT(C W.4121 —_!J_ '. ? ON ROOF FACRIG NORTH L 0 I SLVANIA MODULAR FRAME I SLVANIA MODULAR FRAM i N N S R C I ! 204, 2P ELECTRICALLY W a _ I GOV NELD L404TR 5, GCNTACTOR WITH W t DRY AIR/ . --- I W E PC DOV COIL. MOUNT IN A C < Zc NEMA IENCL' NJRE ABOVE PANEL. G AN�Ij.QRI�EI 'A' j I N c-ROME Is 3 z 'A' N N ' a, II E 'Al• I I N I! TO LKGHTB DARE J f All. A• I j RJ - 1 —� TDLL •C• 2 POLE PILOT LIGHT OWITCH.— / 1 LABEL 'EXTERIOR LIGHTING-BYPASS SWITCH'. LOCATE ADJACENT TO PALL. V SIC, 115. 2A-111 EXTERIOR :. !' Nt(NG CONTROLS NO SCALE ❑ 'E At. E , I MA-INT, z l_ALJ FUTURE GROWTH I O — E E , C -! I ,C, I U. R45 ESES I J' I T ,A, I I I :. ._'OwR E I I E 'A' I } L!GNTWI FIXTURE SCHEDULE I � i 'A' 4' CEILING MOUNTED WRAPAROUND FLUCRE8CENT WITH 2-F40 LAMPS, E E E I I —I '"II' I "FACT RESISTANT LENS, AND 120v MALLA87. PROVIDE 0 OEGKE BALLAST WHERE NOTED. 2EA-'J I I KEMVALL •1235 L 'AI' 4' WALL MOUNTED WRAPAROUND I'L'JO ESCENT WTH 2-F40 LA11%, W j "PACT RESISTANT LENS, AND U97V BALLAB', �1 1' ANCHOR BOLTS' GROUT CH �° ' "' IGEM:ALL •I295 (4-REG-D.)- CHAMFER 2 I • I E -Al- ®roe ! C 'B' WALL MOUNTED FLJORSeC_FNT WITH IMPACT RESISTANT LENS, 20111 ON ALL EDGES _ LAMP, -20 DEGREE F BALLAST, AND LUST LABEL. MOUNT ABOVE POOR T� , IEA E - - A �I Al ` I HUB 'N BELLR13 300-4W --FI J� �' ,I moiNISH GRADE fjr 'C' WALL MOUNTED EMERGENCY BATTERY FIXTURE WITH 12V LEAD CALCIUM BATTERY. 80LID STATE CHARGER 2-9W HIT LAMPS, AND 3 YEAR IGJL UTARRANTY. MOUNT • n'-S' EXCEPT WHERE OTHERWISE NOTED. �8) i4 RE-BMS 350KW I F2 UA.. MF ANICA 24' MIN. ' f GENERATOR I C �, ,A E E'A' _MERGILITE '12LW36-21E \� i. I 4STR'cNGTH CONCRETE Z I i, \� 3,000 PSI 28 DAY C. ,A. .q' .C. .C. A' � :l A l A-�S'_2 LETTERE, rd1B.JED ..LIP7INU1 FACE MID EI'@FY-&NCY BATTERY PACK CONDUR D' eINGLE 6 E EXIT 91GN WM1MIVEF204L MONTR- BRACKET GREEN - '\�R .., GID � P, _77U I B� DEPTH IN .L... ,D -. 1 �• --- - J 'E' 2' X 4-PARA50L C IA ETROFFER WITH 2-H40 LAMPS, SEMI-SPECULAR 12 EARTHUNDEURGED }'� ` LJ it ��'•/ z II CELL LOUVER HPF BALLAST. IL _ 2EA-rel 5b,0 -- LITNONIA RFM4-C,e-240-I2-120 \ II Y p LOCATE BETWEEN MECHANICAL WITS. i ,I L °aJ1 �-� ❑ _ J \ F• W FLUORESCENT WALL. BRACKET WITH 2-F30 LAf1P0, U:RAPAROUdJ , U 1J ✓/� =3r- 1 `RWTf TI;AOUG.H EXTERIOR ACRYLIC LEW,NPF BALLAST. g' LI 40NIA C-130 � 1 1 t LIGHTING =NTS OLS. SEE PE2. I \ T x' 'G' 4' FLUO14SECENT WZAPAROUVD WITH (2)PAC LAMM, HFF BALLAST, CHAIN 4 TO POLE 1_194IT. SUSPENDED PROM CEILW. AT .I0'-0'. GOOF rNATE WITH 00FR as LEL PROVIDED CABLE RACKS. SENTINEL 'AT2S24DG-D4 1 NUTES I. 'H' METAL HALIDE POLE LIGHT WITH 2SM LAMP, 486YMETRIC DISTRIBUT(ON, 1.) BOND GROUND CONDUCTOR TO POLE ,LF NORTH 120V BALLAST,NATURAL ALU INUI.1 FMISN, ALUMINUM HOWING, HOL4W61DE ( GROUND FLOOR PLAN `}/\�{I'pl�q�lR►I' 8HEIL0 AND 20' HIGH ROUND ALUMINIUM TAPERED POLE. 2.) PLUG CONDUITS TO PREVENT WATER COLLECTING. KIM ''wA-CCL325-25OMHR0-NA-E-H8-PTRA20-6188. 11' NOT USED. 'J' METAL HALIDE WALL PACK WITH A I180) LAMP, -20 DEGREE F HPF BALLAST, / POLE BASE DETAIL DIE CABs ALUMRa!'I HJIUSIWi, POLYCARBONATE DOORA.ENS ASSEMBLY, AND U L. WET LABLGL. f ---'NO SCALE v W x1Bd_'LL OF-A.-011514-118 'I~O Z � I 'A' r.Ay, �._ yAULII '••' _L I i i GTENV, w.o. no.: 5490 •801 - 78001 AA r _ —._ . .__ - 2EA-13 ,C, _ - CALIFORNIA L __1 HAWAII V"NORTHWEST �D PRO, One GTE Place, Thousand Oaks. CA 91362 P.O. Box 2200, Honolulu, HI 96841 P.O Box 1003, Everett, WA 98206 O . (� \5 'eG I Nff O rat w naw.lq urs no �— -------.-_ -- z /2\ BASEMENT FLOOR PLAN JAMES .lm � INS, —l. `� 695E T 4 A � OMI I GTS elephone Operations N SCN0118 FERRY FID,, 12D00 1/a'•I' :^ West Area 2SUP 0 OF a611J (((J������...�vVwyyy"""G ^ -�' 'AA (aNl 1-1m SO NX ooFvcn talar uR /FI_R.DWG PLOT SCALE: 1/8"=1'-C" S D. nan,T m 0 w .. _ jI I��?T1T'71'{1T7T�ITTT1I�l7 ... . ,. 1 !l C ` i IF THIS DOCUMENT IS LESS y, 'I FR77RT 7 "' UST 30 61 A&-.-. 19DU�� � LEGIBLE THAN THIS NOTATION, 1 4 B / I 1j�JI /RVVUS I'T IS DUE TO THE QIMLITY OF n'.0 O-fdw- _ Tt1E ORIGINAL DOCUMENT. � � II�I uu illlm mduu uullm iuduu uuliiu iulluu iudmi uuIIIII uu6ui mduu uuluu iuduu iuduu iudu«I I1lWIIl iIWWI iuduH IIII IIII iHIIHu IIII II!IC! L 9 9 IWMI BIJIIB III�I, , I J M.o CONDUCTORS BY (n STUB DOWN TO +8' I ELECTRICAL CONTRACTOR, CONDUCTORS FROM FLOOR SIZE AS REQUIRED, BY OWNER LdLd _ TYP. - z o iC E E It 12 12 E TC , 7 EF-3 —_� ... l_ I — — — °— N K) �r L,1 (n r co rn . .— .— r N PROVIDE 20AMP, DRY c� — -- -- ---- I —�\ I o cv r7 d 4�w r a0 a)v J Y rn -_� ` 1 I I ( I I ! I E3 1 TYPE TERMINAL BLOCK 2 i UI_ RATED FOR #22- ___L o 14 I I _._- _ _l_- • l NOTES. 0 COMMERCIAL URE POWER UL AWG. CONUCTORS, S ALARM TERMINAL VENDING 2EA-16 I O PROVIDE A FLUSH MAGN''TIC DOOIR CONTACT, SENTROL *H` SERIES. WITH 20 TERMINALS � < CABINET. SEE 3/E3. MACHINES / ( ' MOUNT OPPOSITE HINGE SIDE OF DOOR. CIRCUIT 'TO ALARM O SURGE ARRESTOR I PER SIDE. C r-AIR DRYER 7� 17 ! TERMINAL. CABINET. SEE 3/E3. � FAILURE _J (TYP. OF TWO) (/) \o 02 HIGH TEMPERATURE { ( CL' _. o - __ U NEW PRE-ORDERED 5 GALLON LAY TANK. CONTRACTOR SHALL Li a \ 1 PURCHASE DAY TANK FROM CUMMINS NW CONTACT DAN PEDERSON 2 2 I T _ ( LOW TEMPERATURE { j W T 2 E I (7.06) 235•-340^) AND SHALL LOCATE WHERE SHAWN. COORDINATE _ i� a 6 8 10 FRAME E i INSTALLATION WITH DIVISION 15. CONNECT 1/3 HP 120V PUMP O x 1 10 ^ ACCU-1 FAILURE - Cr 0rtY A' I - I i Hi�u CONTROLS. -- ____f C� 3 a I z -'N![ `3 NEW 350KW, 437.5KVA, 277/48OV, 3 PHASE, 4W PRE-ORDERED O ACCU•-2 FAILURE { z rn � ,, 2.A-36 38 I - Ln — 4 1 10 I ENGINE GENERATOR. CONTRACTOR SHALL PURCHASE GENERATOR FROM 02 r --- L.Li In _ - E 15 �48' 1 : ! CUMMINS NY; (CONTACT DAN PEDERSON (206) 235-3400) AND SHALL AHU-1 FAILURE `-- �- 8 I�•- 12 I INSTALL AT LOCATION SHOWN. '-- 2 2A-6, i I �4 CONNECT 25OOW, 480V, 1 PHASE COOLANT HEATER. O HIGH HUMIDITY -- ------ - I :rQI,,�T - 14 8,10 ! 2 Low HUMIDITY - - - - - H-2 1 5 PROVIDE "TE.MPG,lARY GENERATOR/LOAD BANK D+'SCONNECT" PHENOLIC O - I IDENTIFICATION WITH - - 2A 12,14 � LABEL W RED OUTER PLY/WHITE INNER PLY. INTRUSION T ---� 12 ALSO PROVIDE A RED OUTER PLY WHITE INNER PHENOLJC WARNING (� �� �-- PROVIDE HOFFMAN _ rFIRE ALARM PANELS LABEL TO READ AS FOLLOWS: "OPERATE ONLY WHILE GENERATOR PROVIDE LAMICOID LABEL IA12N125, 12"x12"x8" 2 T N 11 LJRRAK PI _ . I '1 �- DISCONNECT IS IN 'OFF' POSITION.' WITH IDENTIFICATION OF L 1 LJ ENCLOSURE, NEMA 1 EACH ALARM POINT. WITH FLUSH LATCH AND - I ROS -{-CO ERU9 4A 0 PROVIDE 2 -- 4 RIGID STEEL CONDUIT THREADED SLEEVES THROUGH HOFrMAN #Al2N12P 4 I I I 40,42 WALL- WITH CAPS ON BOTH ENDS, +18" BELOW TEMPORARY I ILI IBACK PANEL rDH-8 N10 I � GENERATOR/1_OAD BANK DISCONNECT SWITCH.17 _) .ET _ E �J L LJ PROVIDE TWIST LOCK RECEPTACLE: AND CORD CAP FOR AIR DRYER, 13 2 -25 _ __-. I AN,P, 220V. 3 PHASE, 60HZ. /0 (GENERATOR) -- - PROVIDE "BUILDING 1 T F 1 13 l+ 2A-40,42 I 8 PROVIDE TW ST-LOCK RECEPTACLE AND CORD CAP FOR COPIER, 30A �r� 0 FUEL ALARM TERMINAL 2 �4A-31,33,35 I Lf)H-3 GEN. FAILURE CABINET" PHENOLIC I I 7.08V, PHASE. ! NAMEPLATE. r C� 2EA-32 E \ I PROVIDE 36" OF CLEAR WALL SPACE FOR FUTURE SwITCHBOARD GEN. TRANSFER F------ -- 1 F � 4 2EA-14� r a e 10 L 12 ,•C. E i 1 0 DISTRIBUTION SECTION. I — -_---_- FUEL LEAK O TYPICAL REMOTE 6 E 3 4 1 � �I-------- CABLE VAULT 5� E ','r 2EA-�26 1�8 GND 12 I 10 MOUNT TRANSFORMER ON WALL ABOVE PANELBOARD. MOUNT ON A DEVICE - I ---� - � GAS TEMPERATU E 21-2,4 UNISTRUT FRAMED PLATFORM WITH FOUR SUPPORTS SECURED TO , --- - CABLE VAULT CONTROL NEL [��Fn;1_7 CEILING STRUCTURE AND PROVIDE TWO ALL MOUNTING BRACKETS. FIRE S ESM ------I --� FLOOD O 4A-25,27,29 (�-�� 11 PnOVIDE 1"C W/25 PAIR TELEPHONE CABLE CONCEALED IN CEILING. I I I I ( AHU-2 FAILURE v J �►4A-2 I ` 0 . VIDE 10'-O" PIGTAIL ON EACH END. STUB CONDUIT DOWN FROM FIRE SYSTEM �- SPARE 02 '27 29 27 29 IG IG I I 29 271 E e I \ 4 I CEILING 0 +8'-0". I " >7 0 0 0 ® DH-6 Ji, ! 0 PROVIDE 1"C WITH 6 PAIR TELEPHONE CABLE TO EACH TELEPHONE .- N rn -t Ln (nlr- 00 rn o N M d ul (o +� a, rn 8 - \ I 1 OUTLET. PROVIDE 10'-0" PIGTAIL AT TELEPHONE BOARD. N N ('J Nlcv Nlh cv cv rn M M M Nt rn r) to rn E 4A-19,21,2;: ; EDH-1 I FUTiRE GROWTH �qi�_* r 13 'TELEPHONE OUTLET FOR TEMPERATURE CONTROL PANEL COORDINATE _ -- --- O 2EA-27'29 I f F I EXACT LOCATION WITH MECHANICAL CONTROLS CONTRACTOR. (\ PANEL "118"--1 II \ I I 14 2'C CONCEALED IN CEILING SPA-F. PANEL "11A"- I 4A-4,6,8 1•C I 4� CONDUCTORS U_ I I 3 4 15 STUB CONDUITS DOWN TO 8'-O" ABOVE .VOR. NO'L�: 9Y OWNER 6 6 i 1B GND ! 1 POLE �1 CONTRACTOR SHALL PROVIDE A TIME MARK T E �5__' 2 PVC SVH 40 TO UTILITY PO�t (SEE E1�. TRANSITION ,0 �A158B PHASE FAILURE, UNDER VOLTAGE, PHASE REVERSAL 2 E I I METALLIC CONDUIT INSIDE ELECTRICAL ROOM. AND PHASE iMBALANCE RELAY AT MAIN SERVICE AND TIE INTO TERMINALS 1-2 AS SHOWN. UNDER VOLTAGE i 1 I SET POINT SHALL. BE 85% OF NORMAL VOLTAGE. 17 CONNECT COMPLETE TRANSFORMER AND DOOR STRIKE ASSEMBLY `n� EF-2 a _-..-.___. __ [ ! 1 FURNISHED BY DOOR SUPPLIER. V CONDUCTORS TO BE PROVIDED BY HVAC CONTROL CONTRACTOR. ALARM TO BE ACTIVATED BY 20% FUEL REMAINING IN GENERATOR DAY TANK OR 100 GALLONS. _ I 1 REMAINING IN MAIN STORAGE TANK.. EDH-5 4 ALARM TO BE ACTIVATED -,Y FUEL LEAK IN GENERATOR UNDERGROUND TANK.. Ir EDH-4 I 0 2EA-38,40,42 0 I 10 E I L' ALARM TO BE ACTIVATED BY A CABLE VAULT GAS DETECTION DEVICE OR SYSTEM TROUBLE. F. 8 3/4-C. I �J E 3/8 r \ — , i ��� I ! O ALARM TO BE ACTIVATED BY SUMP PUMP F!OW SW'—OH OLVICE OR HIGH WATER CONNECTION I` ' \ 11110 GND /J8 4A 13,15,17 I DEVICE. CONNECT TO HIGH WATER DEVICE THR;)UGH CONTACTS IN SUMP PUMP CONTROL ; i i. 2Ep.-6,8 PANEL I N) PANEL . ` - -7,9,11 - 600- IN �-(2 SECTION) CONTRACTOR SHALL PROVIDE ALL DETECTION DEVICES AND COVTACT ORS REQUi?cD FOR A CONTINUED ON E1 �EMEKEKY --PANEL "4EA" 4A--32, COMPLETE AND OPERATIONAL SYSTEM. PANEL "4EEr 11��.j� 34,36 t0 1 iTc 116 ` MED GENERATOR 6 2rA-2,4 2 I H- % 3 �,�L,4r�i"� tiZ�'f f I�I,�4�. GA�i1�IT DISCONNECT - SWITCH 4 E G'N �I i E 10 1 NO LAc[ 3 2EA-10,12 4 - ROOF- 2EA-31 44A-- ,3,5 4EA-1,3,5 ,LP I ti, :yA q CAL. _ HATCH _ �� _�- 9 r 1 350Kw f 1 2 ® DH-2 2 3 6 C- 12 13 2 I --BOND TO ENCLOSURE-7 GENERATOR E r` E 1 10 GND I E I / }-- VEEDEROOT �_ � ,���,�AL , -� _ 2EA-30 CONTROL PANEL MAIN I BRANCH - a9 TEMP. GEN./--,,� AT$A I 1 ABU 2 \ I / NON ISOLATED O5 � n I � � 1 --�-'0 0 LOAD BANK 10 V MEDS i SERVICE PANEL - RECEPTACLE �`'�"� I BOARD U 5 ( 2 E 600A MECHANICAL EQUIPMENT LIST L. DISCONNECT 4- -- I - -__�.__ __-- p D N WHITE r- I ROUrJO!NG TERMINAL BONDS TO 2 I I MEDS F 4 F - - __-- - __ P❑VER -Lry G _ --•-- ----- - - 0 � I RECEPTACLE YOKE AND COVER WP I G , \ _ GREEN _r T THREADED INSERT WP WP SEE ONE-LINE I NO• DESCRIPTION REQUIREMENTS NOTES - !- -• \\\ 1 GFI �.� ----- --------------- ------- ------- --- I� CZ11 -- I IG -. - g PANEL ' 2A" UTACRAM --- - -- ----------- -- YELLO1h STRIPES ISOLATED 1 EXHAUST FAN EF--1 1/6 HP, 12OV, 1 PHASE 1 METER P EL "4A" ' 4 �- 2 EXHAUST FAN EF-2 1/2 HP 208V,3 PHASE I RECEPI"A�;LE EA-7,9,1 1 z 1 1200A 3/4'C. 3 EXHAUST FAN EF-3 1/6 HP, 120V, 1 PHASE 1 I ^ SEE ONE-LINE NL 3$6 AROUND RODS O ' MAIN DIST. I 4 ELECTRIC DUCT HEATER EDH-1 52KW, 48OV, 3 PHASE 2 WATER ENTRANCE GROUND DIAGRAM ACCU-1 ACCU-2 SWITCHBOARD (MDS) 1 10 GND 5 ELECTRIC DUCT HEATER EDH-2 3KW,480V, 3 PHASE 2 - MASTER GROUND BAR --GROUNDING TERMINAL INSULATED 6 ELECTRIC DUCT HEATER EDH-3 56KW, 48OV,3 PHASE 2 FROM RECEPTACLE YOKE AND COVER 7 ELECTRIC DUCT HEATED EDH-4 24Kw,480V, 3 PHASE 2 THREADED INSERT. (GROUND YOKE AND ;OVER 8 ELECTRIC DUCT HEATER EDH-5 I0KW,480V, 3 PHASE 2 1 ----ROUTED IN PVC SCH. 40 THREADED INSERT PER NEC) 9 ELECTRIC DUCT HEATER EDH--6 i OKW,480V, 3 PHASE 2 CONDUIT 10 ELECTRIC DUCT HEATER EDH-7 1KW, 277V, 1 PHASE 2 11 ELECTRIC DUCT HEATER EDH-B 12KW, 48OV, 3 PHASE 2 12 AIR HANDLING UNIT AHU-1 25 HP,48OV, 3 PHASE NOTES; LU 13 AIR HANDLING UNIT AHU-2 25 HP,48OV, 3 PHASE 14 AiR COOLED COED. UNIT ACCU-1 1^c3MCA, 480V,3 PHASE 1. GROUND WIRES FOR ISOLATED RECEPTACLES SHALL BONE? TO THE SPECIAL ! 15 AIR COOLED COND. UNIT ACCU-2 123MCA,48OV,3 PHASE I ISOLATED GROUND BUS. ` 1 .1 GROUND ��aO>p �I /��I f, In � SUMP PUMP SP-1 � 1:3IiP, 120V, 1 PHASE: c �+ 1 � {�`• , 4-A �l 17 1 WATER HEATER HW-i 2000W, 2COV, 1 PHASE 2. DO NC: BOND THE GROUND CONDUCTORS DIRECTLY TO CONDUITS OR BOXES, 18 ELECTRIC WATER CI;OLE_K 5A, 12OV, 1 PHASE EXCEPT AS REQU,RED BY THE NEC. r ' 19 HUMIDIFIER H1 16,7KW,480V,3 PHASE J/ 20 HUMIDIFIER H2 16.7KW, 48OV,3 PHASE 3. BRANCH PANEL ISOLATED GROUND HUS FEEDER CONDUCTORS SHALL BE ROUTED .AND CONNECTED TO MAIN DISTRIBUTION BOARD NEUTRAL BUS, UNSPLICED IN INTERMEDIATE PANELS. —SUMP PUMP CONTROL. PANEL, 120V. e r---\"(tJLT GAS MONITORING NOTES, ---CABLE VAULT GROUND HAR. SEE 4/E5. PANEL, 120V ----' 4. PROVIDE A DEDICATED GROUNDING CONDUCTOR FOR EAf H CIRCUIT. C� 1 PROVIDE BYPASS !:WITCH r❑R EXHAUS' FAN 'TIME CLOCK. � Lit 1 I- --T---.--•---- 2. FUSED PISCONNECT SWITCH SUPPLIED BY DIVISION 15, CONNECTED BY 0 •------ ►-'` �r... �... I �_:T :.._ ELECTRICAL CONTRACTOR, Z X24 WP �_\� wP - ,1 1 ! �' .4 t*fig I CAL GROUNDING D� I A I L, � - - ��(� ( AKF__.V6VLT 20 i ! i ;—� i ; ' i , • ,` v0 SCALE _ �_� 1. l_.. _l1_i . 22 � I I 2EA-22,24 ; r. c -�, - \ I _ '1 yyF I � � .�. � X90 E�0 , r AGI? ' � - h _ ._... SSUE CAL11 ORINIA HAWAII �/' !NORTHWEST 2EA-18,20 P i Ore GTE Place, fhousind Oaks. CA 91362 a � R�FEf P.O. Box 2200, Honolulu. N! 91;..41 P.O. BOX iUO3, Everett, WA 98208 h }�,.� � I 7' � ,�G I NSF (f/� ..�.—r _. _--•-- .�. _.._._ ..r._ _.__.,._ ` � I { i HT1...DQ� FLAN V �' 3939 1 — _� ! r JAMi �. GRAHAM Z ASSOC,, INC. ___ ` corrsuONO MPNU_'" Lj - Q1 2121 sw BFtytf)WAY, sum „o I GTE Telephone Operations SCHOLLS FERRY RD., 13900 r, �► OREGON~ PoatMW A a UfT LJ BLIP 92-0113 21 OF 29 I `�Cr Grp .F C—``' �AxS03� 2T7-00.18 T+ � 30 West Area HGF INC. - :/FI_R.DWG PLOT SCALE: 1/B" �1' -u" 9�FSr ��rP CWACT: BMW AUE n D. G PR(MMT NO: 91089 IF THIS DOCIIMVNT IS LESS T TIT �T I ' ' 1�� - i�7�TTT , II Tll T T�1 T1 3 4 7 i ' T�j�I I I I '� T 1,177 T 30 1. 5 LEGIBLE THA.`1 THIS NOTATION, - — ,--,1 8 . lU il, 1 AUGUST ' r i S C .. ,( ,HE. QUALITY ' 4 O F N0.36 THE nRIGTNAI, bOCUMF'�1'.C. ( £ 6Z 8v LZ 9 Z Z £ Z IZ`Z I �9jI LT 9T �T 6T £T - ZT TT T 6 L 9 9 - ZiI I I� I111111111) VIII IIIIIIII IIII�i)Il Lill IIIIiI I111lllllllll �IIIIII111111111111Illlll 1111111ll1 11 IcAl I�I I I I 11 ���ly�llll 1111J111111 111 �1u1 I� -:.. .... .,,. .,., . .. :u,�,, ,,.i.. ,x „s�e� .,:u.,.a:r�. ,,,,,....o.au:,:,a,_w�,i�,.�s ,,,�,w •,o,wa�s-•:.._<<,,, N., .,. o- :,tJ:...ti�.aua F IPA - ,4 �'.;a+u���`�l+f�+6�sa.,.•.sc�ztsra ;5.tnrsl,eX�i:ri.i -::4aa�r#'nom' vu�:;�1�r11�.�kU��na�rt�'P. ------------------------------------------------------------------------------------ t t Yui + I PANED IIA 120 1 PH 2 W 60 A BUS ISOLATED GROUND BUS PANF_Li 2A 120 208 3 PH 4 W 225 A BUS PANED 4A 277 480 3 PH 4 W 400 A BUS t + t DESCRIPTION LOAD BKR P CKT # BKR P LOAD DESCRIPTION I ❑ II DESCRIPTION LOAD BKR P CKT # BKR P I_f]AD DE,CRIPTIDN DESCRIPTION LOAD B,.._. P CKT # BKR P LOAD DESCRIPTION z �i SPARE 20 1 1 B 2 20 1 SPARE L-BREAK,TOILETS,DRY AIR 1000 20 1 1 A 2 20 1 720 R-BREAK,TOILETS,DRY AIR EDH-2 3000 20 3 1 A 2 20 1 1000 FDH - 7 Z a SPARE 20 1 3 B 4 20 1 SPARE SPARE 20 1 3 B 4 20 1 540 R-BREAK,TOILETS,DRY AIR ------------------------ 5 C 46 8G 3 52000 EDH-1 a h ^ARE 20 1 5 B 6 20 1 SPARE SPARE 24 1 5 C 6 20 1 1000 R-BREAK RM, VENDING ---- ------------ ---- ------------------------- z EDH - 4 24000 40 3 7 A 8 -------------------------- SPARE EEL U SPARE 20 1 7 B 8 20 1 SPAR': SPARE 20 1 7 A 8 20 1 1000 R-BREAK RM, VENDING -------------------------�- SPARE 20 1 9 B 10 20 1 SPARE SPARE 20 1 9 B 10 20 1 1000 R-BREAK RM, VENDING ________________________ 9 B 10 SPACE a� 11 SPARE 20 1 11 B 12 20 1 SPARE SPACE 11 C 12 20 1 1000 R-BREAK RM, COFFEE 11 C 12 SPACE z a __-_ ___ SPARF: 20 1 13 B 14 20 1 SPARE SPACE 13 A 14 20 1 620 R-BREAk RM, WATER COOLER EDN - 5 10000 20 3 13 A 14 SPACE o`� ' I I SPARE 20 1 15 B 16 20 1 SPARE SPACE 15 B 16 20 1 SPARE 15 B 16 SPACE ;:PARE 20 1 17 B 18 20 1 SPARE SPACE 17 C 18 20 1 SP.A;" __ ------------ 17 C 18 SPACE \N __ SPARE 20 1 19 B 20 20 1 SPARE SPACE 19 A 20 20 1 SPARE EDH - 6 10000 20 3 19 A 20 SPACE SPARE 20 1 21 B 22 20 1 SPARE SPACE 31 B 22 20 1 SPARE ------------------------ 21 B 22 SPACE > U SPARE 20 1 23 B 24 20 1 SPARE SPACE 23 C 24 SPACE 23 C 24 SPACE W - EDH - 56000 90 3 25 A 26 SPACE W a ---------- ----- ------------------__ --- ------------- ------------------------ SPACE 25 A 26 SPACE ! I II 0 WATTS SPACE 27 B 28 SPACE 27 B 28 SPACE z --------- - -------------------------------------------------------------------- -- SPACE 29 C 30 SPACE ------------------------- 29 C 30 SPACE - I I ISPACE 31 A 32 SPACE EDH - 8 1200C 203 31 ✓1 32 30 3 16700 HUMIDIFIER H1 0 3 a - - - - I 33 B 34 SPACE ------------------------- SPACE -------- - --- ------ 33 B 34 - - -------------------- SPACEZ Z ---- __ _ I SPACE 35 C 36 20 2 2000 WATER HEATER _--_ , SPACE 37 A 38 SPACE------------------- 37 A 38 ------------------------- 'v �' W. 30 3 16700 HUMIDIFIER HC __ SPACE 39 B 40 30 2 3000 COPIER iPACE 39 B 40 _____ PANEL `118' -------- ------- ------------ - ---___-------- ----- ----------- ------- - --------- ---------------- PANED lIB 1c0 1 PH 2 W 60 A BUS ISOLATED GROUND BUS SPACE 41 C 42 w,_____ SPACE 41 C 42 PANEL 11A DESCRIPTION LOAD BKR P CKT k BK„ P LOAD DESCRIPTION "--- -"----- --"`--"- `----`--`------ -------------------------------•• ---------------- -- ------------- -- - ----- ---- _ _------------------------ I - 201400 WATTS 242 AMPS -.--------------_--_------____ __------_.----_--- -_-_---__________-_ 11880 WATTS 32 AMPS 1 I SPARE 20 1 1 B 2 20 1 SPARE ------------ - -----______-----.._�..-.._-«.._----- --------------------------------- -------------------------------------------------------- L 4_ + --- OQ A MA11j SPARE 20 1 3 R 4 20 1 SPARE SPARE 20 1 5 B 6 20 1 SPARE - - ---_ ----- ------ --- - --- --- --------------------------- - ---------------------- DISTRIBUTION -------------------------- - ---------------------- WI� SPARE 20 1 9 B 10 20 1 SPARE - -- _ -`-- _- _`- - __- _- _-- -__------ --- _ --_-- - -_----�_----- PANEL, DESCRI,PTI❑N LOAD 480 3 PH 4 W 225 A BUS 'I - - - - D BKR P CKT # BKR P LOAD DESCRIPTION 1) SPARE 20 1 11 B .2 20 1 SPARE --- ---- - -- --------- ___ ___ --------------------------------- !I I� (MEGs) I - PANED 2EA 1?0 ?08 3PH 4 W �'?5 A FEED THRU LUGS ISOL GND BUS AHU-1 28254 70 3 1 A 2 20 1 � PANEL "2EA" I `'PARE 20 1 13 B 14 20 1 SPARE I J DESCRIPTION LOAD BKR P CKT # 1tKR P LOAD DESCRIPTION ------------------------ • �(2 SECTION) SPARE 20 1 15 B 16 20 1 SPARE 3 B 4 20 1 ! PANEL 4E8` �t .. I SPARE 20 1 17 B 18 20 1 SPARE ------------- -----•---- ---------------------------------------------------------_--------- -------------------------- ----------- ------ ---------- i-PANEL 4EA" ., - I_-ELECTRICAL MFCH RMS 1032 20 1 A 2 20 1 720 R-GEN,ELEC,MECH RMS ------------------------- 5 C 6 20 1 __ __________-_--__-_-___ SPARE 20 1 19 B 20 20 1 SPARE '� 7 A 9 20 1 GENERATOR ' I L-GENERATOR 860 20 1 3 B 4 20 1 720 R-GEN ELEC MECH RMS AtiU-2 28254 7, 3 ________________________ DOOR/3P I - - SPARE 20 1 21 B 22 20 1 SPARE _ ____________________ - _ -�-= -- -- L-D.C, POWER 1548 20 1 5 C 6 20 1 900 R-PWR EQUIP MAINT DRYAIR l G SPARE ---_-20 1 2. B 24 20 1 SPARE --^- ----------+-------- UISCONNECrI VAI I, l-=-_ , it B 12 20 1 ------------- ---------- L-EQUIP,MAINT BREAK RM 774 20 7 A 8 20 1 900 R-PWR,EOJIP MAI NT, DRYAIR ________________________ ------------------•-------------------------------- 20 1 IC A 14 20 1 Ii I -- -- '---------`- - ----- L-EQUIPMENT RM WALL 946 20 1 9 B 10 20 1. 900 R-EQUIPMENT ROOM ------------------------ ---- -------------------- '�"` I� -PANEL "2A" I 0 WATTS EQUIPMENT RM CEILING 516 20 1 11 C 12 r_O 1 900 R- __?UIPMENT ROOM 20 1 15 B 16 20 1 ___---_-_-__.._-__-______--_ SWITCH ! �r NERATOR t „ „ --- --- ---------'---�--- --- ---- ----------------� L-CABLE VAULT 602 20 1 13 A 14 20 1 528 EF-1 ----------- --------•------- ------------------------ 20 1 17 C 18 20 1 ��pp�� PANEL 4A ------------------------ 20 1 19 A ?0 20 1 ------- ----------------- E1� - L-EXTERIOR 670 20 1 15 B 16 20 1 528 EF-3 ---_-------------------- -----_-----------_-----_ ,iPARE 20 1 17 C 18 20 1 540 R-CABLE VAULT c�.0 1 21 B ?_2 20 1 SPARE 20 1 19 A 20 20 1 300 VAULT GAS MONITORING PNL -------------------------- 20 1 23 C 24 20 1 �, SPARF_ 20 1 21 B 22 20 1 870 SUMP PUMP _ 20 1 25 A 26 20 1 TEMP. GEN./ v I i 120 I I SPARE 20 1 23 C 24 20 1 300 SUMP PUMP C'ON?ROL PNL ------------------------ 20 i 27 B 28 20 1 -_-_-_-_______________-_ f LOAD BANK 'l. cT 13 FIRE ALARM PANEL 300 20 1 25 A 26 20 1 300 TEMPERATURE CON,ROL PNL ________________.._..___ 20 1 29 C 30 20 1 _-__---_--___ _----_--_-- DISC b�Sit1I�►1E3Q R-EQUIP MAINTENANCE 720 20 1 27 B 28 20 1 200 EXT LIGHTING CONTROLS ------------------------- 20 1 3i a 32 20 1 DISCONNECT ----------- ------------ K-EQUIP MAINTENANCE 540 20 1 29 C 30 20 1 1070 DAY TANK PUMP 6 CONTROLS ________________________ 20 1 33 B 34 20 1 ------------------------ � Q Q VEEDEROG' 300 20 1 31 P. 32 20 1 300 DOOR STRIKE -------------------------- 20 1 35 C 36 20 1 ------------------------ LECTRICAL EQUIPMENT FLOOD. LAN 6ENEPATOR WATER JKC HTR 2500 20 2 33 B '4 50 1 5000 INVERTOR - PANE.L ---IIA _-___________________ 20 1 37 A 38 20 1 ------------------------ 35 C 36 50 1 5000 INVERTOR - PANEL lIB _-_----_-----__----___--- 20 1 39 B 40 20 1 AIR DRYER 5393 20 3 37 A 38 20 3 792 EF-2 - - - - - ------------------.____-- 20 1 41 C 42 20 1 _._---------------------- 39 B 40 - -- --- __----------------- 56508 WATTS 67 AMPS ---------- -------------- - ---------------------------------------- ---------- ---- ---- --- ---- ------ 41 C 42 SPACE 20 1 43 A 44 20 1 SPARE ---- -__... - - --------------- - ------ _ - - ----- ------_- ------------ SPARE 20 1 45 B 46 PO 1 SPARE METER BASE PER UTILITY SPARE 20 1 47 C a8 20 1 SPARE REQUIREMENTS SPARE: 20 1 49 A 5 20 1 SPARE --- - ---------- ---- ------------------------------------------------------------ - .._ SPARE 20 1 51 B 52 20 1 SPARE PAAEL, 4EB 277 480 3 PH 4 W 400 A BUS _1 SPARE 20 1 53 C 54 20 1 SCARE DESCRIPTION LOAD BKR P CKT # BKR P LOAD DESCRIPTION SPARE 20 1 55 A 56 20 1 SFARE --------------------------------------------------------------------------------- '',, ,, -- MAIN DISTRIBUTION SWITCHDOARLI SPARE 20 1 57 3 50 20 1 :PARE BATTERY CHARGER 23102 50 „ 1 A 2 50 3 BATTERY CHARGE ' (FUTURE) SPARE 20 I 59 C 60 20 1 SPARE _ 3 B 4 _________________-_-__-_ --------------------------- SPARE 20 1 61 A 62 20 1 SPARE ____ -_____ _________ 5 C 6 ________________________ O SPARE 20 1 63 B 64 20 1 SPARE BATTERY CHARGER 23102 50 7 7 A 8 50 3 BATTERY CHARGER (FUTURE) SPA6,E 20 1 65 C 66 20 1 SPARE -------------------------- 9 B 10 -------------.______------ SPARE 20 1 67 A 68 20 1 SPARE _ 11 C 12 -------------------------- 50 -. ___ -_ --_ _ _ 1-1 4"C SPARE 20 1 69 B 70 20 1 SPARE BATTErRY CHARGER c31U2 5C 3 13 A 14 50 3 BATTERY CHARGER (FUTURE) / 1200 AMP, 277/48OV, 3PH, 4W SPARE 20 1 71 C 72 20 1 SPARE --- -_ _________________ 15 B 16 � T CC SPARE 20 1 73 A 74 20 1 SPARE ____.________________ 17 C lfl -_----_--_--_---__---_-_---1200A - - SPARE 20 1 75 B 76 20 1 SPARE SPA19 A 2C 50 3 BATTERY CHARGER (FUTURE) I 3P SPARE 20 1 77 C 78 20 1 SPARE SPACE 21 B 22 ^ SPARE 20 1 79 A 80 20 1 SPARE SPACE 2.3 C ?4 j UAL ICTI SPARE 20 1 81 B 82 20 1 SPARE SPACE 25 A 26 SPACE 1 SECTION COMP RTMENT ( 6000A / SPDC ( SpA ''`OA p SrACE I SPARE 20-1--83-C-84--20-1-------SPARE -------------' --- SPACE 27 B 28 SPACE --------------------------------- SPACE 29 C 30 SPACE n (NP 37465 WATTS 104 AMPS SPACE 31 A 32 SPACE -- -------- -----------------------------------•------------------------------------------ SPACE 33 B 34 SPACE F + OF 2} - SPACE 35 C 36 SPACE 5 0 K r,'C SPACE 37 A 38 SPACE ^` 39 B 40 SPACE • SPACE 7 E4 _PACE---------- -- ----- ----41 C-42----_---- --SPACE - - --- 70D 1-1/4" F JC -'CH• 40, 4#4 & 1#10 GND NOTES: 69306 WATTS 83 AMPS PAD TRANSFORMER 1600E 400D 45KVA XFMP. PROVIDE jOSLYN #1456-85 OR LPC EQUAL 277/48OV, 3 PHASE, 4W _--.-- ---.-- -------------------------- - -------------------------------- ----- --- -- c - SURGE ARRESTOR WITH INTERNALFU5E PROTECTION. CGNTAC' HAMS PER UTILITY 480-120/208V, 3PH, 4W J. STEINHOFF, P05) -- O968-3551, P.O. BOX 817, GOLETA, REQUIREMENTS 150D I CALIFORNIA 931 1 -1 n r, SURGE ARRESTOR ---1--I ( �2 CONDUCTOR LENGTH SHALL NOT EXCEED 4'-0" AND SHALL BE AS ` PANEL f PANFI I STRAIGHT AS POSSIBLE. 4A7 P. I + I O PROVIDE "INVERTOR POWER ONLY" PHENOLIC LA5EL ON PANEL. z TO UTILITY s --{ - J I I MOUNT PANEL TO WALL WITH FOUR INSULATED (NON-METALLIC) W POWER POLE -__-I l-__ STAND-OFFS, MINIMUM 1/2" DEEP. STANC-OFFS TO BE SIMILAR TO 1- (�} 4" PVC SCH. 40 600A,43 P 6 600A, 277/480V, 3PH, 4W THOSE USED ON MASTER GROUND BAR, - OOD -AUTOMAIIC TRANSFER SWITCH. SEE 2./E4. ,. Q DISCONNECT SWITCH TO BE LG KABLE W TH TWO SETS OF 4 #350M�M 1-1/4- PVC SCH. 40, 4#4 do 1#10 GND EMERGENCY DISTRIk 2 .'I ITION SWITCHBOARD AND 1 #1 LUGS. PROVIDE 2 - "C THREADED NIPPLES WITH CAPS NORMAL POWER -" 600D /-! OUTBOTTOM OF ENCLOSURE FOR ROUTING OF TEMPORARY CONDUCTORS. SOURCE { � DO NOT CONNECT NEUTRAL CONDUCTOR � 3 ` TO GENERATOR CHASSIS FRAME. 50KW, 437.5KVA,- 600Ar / 277/480V, 3PH, 4W - ---SURGE ARRESTOR C� PROVIDE A BLACKLINE UPDATED COPY OF THIS ONE-LINE DIAGRAM Z ANr, ELECTRICAL EQUIPMENT FLOOR PLAN UNDER PLEXIGLASS WITH A o 00 ENGINE GENERATOR 600A/3P 0 600E I ` CHROME FRAME. REMOVE IRRELEVANT INFORMATION FROM SHEET 600AMP,277/4.80V,3P,4W (PANEL SCHEDULES, INSTRUCTIVE NOTES, ETC.). MOUNT IN AUTOMATIC 0 V 0 L3 ENGINE O r - - - - --- ----- --� -- -- - - U_ECTRICAI_ ROOM NEAR MAIN DISTRIBUTION BOARD. TRANSFER i L2 GENERATOR Q TEMPORARY - I ( SWITCH Ll N TEMPCENERATOR/LOAD 6 PROVIDE THREE #6 CL' ISOLATED GROUND CONDUCTORS LINSPLICEO a � BANK DISCONNECT ! + FROM MAIN DISTRId�'T10N yOARD TO PANEL 2E.A SECTION 1, ONE 0 �„ 4 EACH FOR PANELS 2k,' 117 , AND 118". PROVIDE PIGTAILS " GROUNDING BUS SWITCH. 1?.5A 125A ( 4', ,,� 200A OOA / AT PANEL "2EA" FOR !SOLATED GROUND CONDUCTORS F`=E71NC' 11A CONDUCTORS TO BE INSTALLED - --�-�� � FEEDER SCHEDULE 3P 3P \ 3P 3P 3P �O CO ", �. F NEUTRAL BUS Q 2O 100A AND t IF, OF SUFFICIENT LENGTH TO CONNED TO PANELS IN CONTINUOUS METAL. CONDUIT. TO EMERGENCY !- SPADE SPACE UNSPUCED WITH AN ADDITIONAL 10'-O". TERMINATING AT THE DISTRIBUTION PNL. w FDR CONDUIT S. WIRE SIZE I TYP OF 6 I �1� ENCLOSURES, TYP, , I ( ) �'J DOND PRIMARY AND SECONDARY NEUTRALS PER GTE REQUIREMENTS. � 59C 1-1/4' 3#6, 1#10 GRD �- - - - -- - - - - ---- - - -- ----� NOTE: SEE ONE-LINE DIAGRAM r 55D 1-1/4' 4#6, 1#10 GRD 50K AIC FOR CONDUCTOR SIZING. 70A 1. 3#4 70D 1-1/4' 4#4, 1#8 GRIL 125C 1125C 40'JD 200D 1100E 1' OA 1-1/2' 3#2 100D 2' 4#2, 149 GRD j I 75KVA XFMR i - .� GENERAL NOTES: � D 100E 2-./2 402, : #8 GND, 3#6 IG I 480-120/208V,:5�A,4W r FINER JATOR GROUNDING IIID Ifs G LDET J� I I ' � 125C 1-1/2' 3#1 , 180 GND 6 + �1 �-t {� I�lf�.il `� I�1`-+ f-ti l.. A 15UD 2• a#1/C, 1#6 GRD ACCO-1 ACLU-2 � 2?SE 1 PROVIDE MIMIC BUS FOR DISTRIBUTION BOARDS. USE 3 t3 PHASE --_ -_.--_--- ',� _h -I_ �- TAPE, SLACK (NORMAL), RED (EMERGENCY), PUF<1'LC PS), AND s Z 200D 2' 4#3/0, 1#4 Gkr� • 225D 2-1/2• 4#4/0, 1#4 GRD ATTER l_IC,HT1 EPANEL ORANGE (ISOLATED GROUND). 2 5A I E25E 3', 4#4/0, 1(!4 GRD, 3#6 IG ( 400D 3-1/2' 4#500MCM, 1#3 GRT, NOTE PANEL PANEL \p 3F 2Fs1 1 2 EACH DISTRIBUTION BOARD, PANELBOARL' TRANSFER SNITCH, AND i GCaD (2) 3-1/2' 4#350MCM, 1#1 GRD "4EY' "4EA" PANEL ISEC. 21 TEMPORARY GENERATOR DISCONNECT SWITCH SHALL. HAVE a GROUND 600E (2) 3-1/2' 4#350MCM, 1#1 GRD, (3#6 I .G. TOTAL) CIRCUIT BREAKERS SHALL BE RATED -� - " ` I BUS WITH SUFFICIENT SPACE FOR CONNECTION OF EACH NEW AND 30K AIC MINIMUM. -- 2EA L J FUT'JRL POFENTIAL CIRCUIT'S. T SEC_ 1 �?--225D FEEDERS -- -- --�:---.I 3 ALL DISTRIBUTION BOARD CIRCUIT BREAKERS TO BE 18,000 AIC 071 01 C❑NDUCT❑R COLOR CODINGBY OWNER __ _- LMINIMJM. PANEL ► _ �ENLu w.V. r,U. ��ap�1-��!-�cq'd�'"Ji (_, O 1 - --- - - - - .� 120/?OBV 5KVA, 120V- INVERTOR 20V PHASE A BLACK 1~ 1 - 5 BY OWNER \ L -i ilSSl� n- Q PHASE P RED ONS _ I �� PHASE C BLUE NEU rRAL. WHITE L2.©i` _✓ 3�y, dy _� - _ ! I C&FORNIA HAWAII NORTHWEST 277/480V rPANEI_ iQ� R�fF� j One GTE Place fiousard O;iks, CA 9W? PO CoA 22UG, Hmolu!u, R xA41 - ��-PO Boz I003, Everett, WA 982206 PHASE A 9ROWN `` II +I© / ANG ► NEF� PHASE B ORANGIF I- -1 �� 8 JAMES D. GRAHAM a ASSOC., NIC. PHASE C YELLOW _J LL1 NEUTRAL GREY � � ccx+st�nwci er�w� � - x,�,FAX 4� „� I GTE Telephone Op+�ra�ions � ( OkF 10N Area 227 cm SCH A OLLS FERRY RD.,13900 4 vG/r 30 � �� '1T11 ( �41'r I West e8 BLIP n-ott3 22 OF 29 SFS D GRpI ccxtucr: arsExr AIR r PRO= NO: glow T"I ill �I '1 �� {_1 1 TI �1t' Ti' IF TISDJCUMENT IS LESS - I S®•�I-'l I�Il-l��lllIiII�IIa�Iu�IeII I �+ ...,- :a.•-..te n z_ ys' MT 1', 1 61AUGUS30 9. 9...,..,5 I S �LEGIBLFTHAN THIS NOTATION, 1 4 1 I II I - T � 1 •F IIIS DUE TO THE QUALITY OF No 3e 9T 9 T.URIGINAIDOCUMENT. I1411111�118II�IlLlI�itl l ll`-�-Fume WI,IW1liZI ►8�111 � IIIIII ...,. ., ~'+ . I t w 0 l\ �� z N \ U MASTER GROUND BAR- Q o, N - - - ------- ----- -- ------- - T N❑ EXPOSED CONDUCTOR I I I _J CL 0 01 � _ L-- 4"--- 1� DRILL 3/16' 4 HOLE MASTER GROUND BAR CONDUCTOR BENDS TO BE----_ a p Ll/2 / REQUIRED) ITEM C) 16• A C 4 LUG SCHEDULE AS GRADUAL AS POSSIBLE �-- PVC SCHEDULE 40—-- o l O ° \ 2 ATTR _ I PART NUMBER - --- -_ SIZE- CONDUIT AND FITTINGS {' (/) . a 071 0 #54282 #350MCM O '" \ T- I � u / U O � -------- --------- - I . #54868 BE _ 0250MCu I `0 W 0 ~#54270 #4/0 1 1/2'x1 1/2' UNISTRUT WITH- ? Y G - --- - ---- --- - NON METALIC CONDUI CLAMPS, ° / I 0 #54211 z z d- `o CONSTRUCT FROM 3/16' x 1 ' 'TRAP ---� #542 ^#2/0 N 0 _ ,10 - FINISHED FLOOR I W h O IRON. FINISH AND REMOVE ANY ROUGH i `ri�r BE I #54860 EDGES BEFORE ZINC APPLICA?,ON /� ---_�^-,- #1/0- O 0 #54858 BE __-----. .-_- _�1 59 #54856 BE - ------ #2 O �� 0 #54854 BE #4 1- '� IO 0 #54852 BE #6 -- ---- --_�___--12'- / - - - r / ---- ASSEMBLED GROUND BARS SHALL. BE FABRICATED FROM STOCKLIST AND DETAIL DRAWINGS NOTE, GROUND BARS ARE AVAILABLE FROM. CONTAINED WITHIN THIS EXHIBIT . SIDE VIEV FROINI VIrW EVERETT SOUND MACHINE WORKS, (E.S.M. W. ) C3MASTER GROUND BAR INSTALLATION 2802 WEST MARINE VIEW DRIVE C NO SCALE ISOMETRIC VIEW BRACKET DETAIL EVERETT, WA, 98201 E5 r3NO SCALE 4 i,.❑ SCALE (206) 259-2216 MG3 3-2' _ SEE 2/E5 Z 2' 18 MTG POSITIONS Q 2' D.C. W/1/2'0 HOLES &- 3/8' 0 SLOTS _ 5/16'r-7/16• - 7/8' I _ ___-_----- .-_ _- ---- -- -- i " 16 1/4' -5/16'0 HOLE MASTER �_�_— ----�__! (4 REQUIRED) MASTER GROUND BAR PARTS SCHEDULE -� ---- - -- - - - - - ---. - -� z 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 T --- ---BA _ _ E .�`- 1 1/E• � � �- U ASSEMBLY 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C - - -------_______._ _____� — - 0 O 0 0 0 0 0 0 0 0 c; 0 o c 0 0 0 3/4• 0 o- G 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 PART 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 • 0 0 0 0 o c 0 0 0 0 0 0 0 0 0 � AMT ANIT NO. SUFFIX DESCRIPTION ITEM — 5/8' ` H-886910 3 BUS BAR {.�. H-886916 6 SUS BAR 2' L 2 1/4' x 4' COPPER BUS BAR112' O 0 7J 2 H-887619 i BRACKET -- - 2 TYP. It TYP, —12 8 D-'.7089 E WASHER 5/16 3 LL Ul NOTE 1 2 #__ 8 F —D-17250 — j l_OCKWASHER 5/16---� -- 4 X 1 . SURr ACE OF GROUND BARS SHALL BE FREE OF BURRS, ECT, 6 4 D-761018 E 5/16-18 x 1 HEX BOLT 5 NOIE GROUND BAR .S AVAILABLE FROM EVERETT SOUND MACHINE WORKS (ESMW): t', � �---- -- ----- - 2802 WEST MARINE VIEW DRIVE lu 2, ALL LUGS ARE TO BE PROVIDED WITH APPROPRIATE MOUNTING 6 4 D-77 033 A �_5/16-18 HEX NUT 6 EVERETT", WA 98201 HARDWARE (BOLT,NUT ,LOCKWASHER, ECT . ) , - 206) 7-59--2216 6 4 D-56058 ---� A 5/16-18 SCREW AND ANCHOR 7 4 L`4 - HMW-140502 I - ISOLATI❑N STANDOFF8 w -- - CABLE_VAULT GROUND BAR ASTER GROUND BAR DETAIL �E:5 NO SCALE -- - NO SCALE W 2 (n S'RQ.ENDING GE_NEI3 L NOTES G 1 PROVIDE F, COMPLETE GROUNDING SYSTEM AS DESCRIBED HEREIN AND AS SHOWN ON f- �- THE 'DRAWINGS. GROUNL'NG CONDUCTORS TO BE INSULATED, STRANDED, COPPER U v u TYPE THW OR THWN, EXCEPT WHERE OTHERWISE NOTED. a w w � 2 SECURE ALL GROUNDING 0.'9LE CONDUITS TO WALLS AND CEILiNGS WITH NON-CONDUCTING �z z z z z CABLE CLAMPS ON APPROXIMATELY 9" CENTERS GROUNDING CABLES TO BE RUN OU 0 U 0 0 AT CEILING LINE. MAINTAIN 1Y S�HARATION FROW COMMUNICATION CABLES. TO AC MAIN 3 IDENTIFY ALL GROUNDING CONCUCTORS AT PO-H ENDS OF CONDUCTOR WITH PHENOLIC LABELS, DISCONNECT NEUTRAL BUS I,E. "13/0, MAIN DISTRIBUTION PANEL, LF',D 13". SHOW CONDUCTOR SIZE, LEAD NUMBERS, r- -- ----1 AND (5E5TINA-PON ON ALL TAGS. ATTACm TO CONDUCTOR WITH A PLASTIC T;E WRAP. 4 PROVIDE ENGRAVED LABEL IDENTIFYING THE "MASTER GROUND BAR" (MGB). ONLY IN NONME.�ALLIC CONDUIT u .a_ 5 DISSIMILAR METALS BUS JOINTS: o. CLEAN WITH TEFLON PAD OR SIMILAR MATERIAL. U EF m �— �� v r; 3 �L V) b. COAT W!TH ALCOA #2 FLECTRICAL JOINT CCMPOUND. 4BRADE THE'. SURFACES EXOTHERMIC (CADWELD}--_- Z z u)g r � N 0 a �`' THROLI„H THE COMPOUND WITH A FINE WIRE BRUSH. "�- WELDED CONNECTION m a w w w z wLJ ; N - Z > w�_ vi 1111 v� o -' i- a G-z n z c�`� 0 m a 0 LL �N � c. USE A PAPER 'OWEL OR CLOTH TO SMOOTH OUT THE GREASE � � A r 0 a_ a a w s , rr,w Q a z a 00 vO of a I— TO ENSURE COMPLETE COVERAGE. Y " I d. USE APPROVED CONNECTORS. Z I 6 WHEN SPLICING CONDUCTORS USE CAD WELD MCr� ET IOG OR COMPRESSION METHOD. I <)' GTENW (CONDUCTORS SHALL NOT BE SPLICED EXCEPT AS NOTED.) I LEAD Q 7 PROVIDE TWO HOLE COMPRESSION LUGS AT ALL TERMINATIONS. � � 6i 23 TNYUPMBFR, - c T $I � �__-__w____ AT LEAST 6FT APAR�� --. ----- I � 8 EXPOSED COPPER CONDUCTOR. A+ TERM NATION WILL NOT BE ACCEPTABLE. 16 23 23A 14 10 13 ) « / 20 2.0 31 54 r 57 37A 37A 41A iJ o C,� 0 o 0 i 0 i 9 CONTAC` GTE NW REPRESENTATIVE FOR ACCEPTANCE- AND TESTING OF GROUNDING z 1 N N N' N N N I SYSTEM GAEjLc� 1NSTAL.LEU FROM 'THE MASTER GROUND BAR TO THE COLD WATER SERVICE AND GROUND RING CONDUCTORS. 10 CONDUCTORS SHALL HE INSTALLED !N AC CORDANCE WITH THE FOLLOWING WIRE BENDING RULES U O ) � b U UP TO #6 6" 'AINIMLIM,�1 0 0 0 0 0 0 0 0 0 Un 0 0 00 P/0 TO N4 0 12" MINIMUM I I ,II ; ( CO O O O O O O O O J O 0 0 G O O O ADABOVE 24" MINIMUM v w 11 COPPER TO COPPER BUS JOINTS: ® �7 RODS REQUIRED INSTALLED o PER '4FLC ARTICLc_ 2.50-83 (C) rr CLEAN F.N1-IRC GROUND EAR WITH A 7F .ON PAD OR SIMILAR MATERIAL. (2) & (3) TO MEET REQUIREMENT a_ (I II I I I I (DO NOT USE A METAL PAD, WIRE BRUSH OR ROTARY TOOL_) OF NEC ARTICLE 250-84. II I --------P---- " - IIA-_ ----+�* - ---N- a►F - I -----w.1 b. COAT WITH NO--(;X-IG TYPE `t.' GREASE OR KOPR-ShI_LD. c. USE APAPER -iGWcL JR CLOTH To ;MOOTH Ol'T THE GREASE GROUNDING DETAIL PVC TO ENSURE COMPLETE COVERAGE. CONDUI T -- _ -_ - ---- d. USE. APPROVED CONNECTORS. ESC �!0 SCALELLI f- 5 5 - MASTER GROUND -GTENW 12 GROUNDING CONDUITS TO LINE UF' WITH TERMINATION POSITIONS ON GROI)ND BAR. s I 0 BAR BY COiJTRACTOR ZONE Z 5 / 5 Jl SEE 1 / E5 DESIGNATION 13 ALL GROUNDING CONDUITS S'AAt.!- BE FVC, SCH. 40. � #2 TYPICAL (7 BARE TINNED COPPER 2 GROUND 1 `I RINE' Ilp 1 (,ALVANILEJ -�� '►'� 1 !W W.C. r1c,,.; :i��C'— ?�1 - ?B001AA �` n 0 FT, RODS J C c I I Cu (SEE 2/El FOR ISSUE r---�-- - - om, K)EXACT NUMBER) CC NTRACTOP. I Q. CALrFORNIA L�_� 'AWAN A1C R I'"HWOLEST 2 NEASTE GROUND BAR ZONING DETAIL PR�FEff� One GTE Place, Thousand Oaks, OA 91362 0.0 Box 2200, Honolulu, 41 913841 PC. Box 1003, Eve,ett WA 98206 E5 NE NO SCAM -- ,/\� S3yO� JAMES D. (;iAIiAM b hSSOC., INC. - r--.J CONSULTING ["GIN.IMI - SCHOLL.S FERRY RD., 13900 2,!, sw Bacanru+r, 9uTrE 310 �`' �- � W SUP 92-0113 �"' +Na. CR o�ta1 �aTL: 1 P9et)rlOile i�peC'a ►lOi1S `� o�ooN r"� r' ( FAX (ao3) �7-4oJe 23 of zs 9 �G�r ,���/P�/ (5o�) 241-1"3 v S ��t'a c'� r 3Q_/ OONTACT% BRENT AUE 07,F.. INC. - :,/FI R.DWG PLOT SCALE: 1/8"=1•_Q" c��D�G, PRmXCT NO: 91 a" .._ �V _ r _ ,-- —�--- ----- -- . V114 IF THIS DOCUMENT IS LESS JTTJTliT I4 ! fi � rI JO 995 LEGIBLE THAN THIS NOTATION, �TPII1 1U 717 AUGUST IT IS DUE TO THE QUALITY OF --`— --Y—No36 Vj ..= THE ORIGINAL DOCUMENT. f7ii, Z £ Z IZZi iL 9 ii IIIIII ,II!11111111111111 111 I III I I ili�u���It IIII�IuI IIIII�II IIIIIIII I I I III► Illll I Illlli►II ,II I11 III 111111 �j I� I I I III1111111.. II�JII llllllllilllllll III111�111.1U1�1ll111J1 1JU�lIlllllW�lllilli1111111111 �'Illllllllllll' N ° 2 '0 1 3 O cc BULL NOMN7MH MTE PLAN Li 0 U < Scale: I inch = 40 feet w � or J Q N w N ` N G w N /r OU U J w U z 0 U N _j ¢ U U' Z1nmw °P n N wmi o30 ? - z no 0Na w - a = v PARKING CENTRAL EL v Fa- o 3m v — °s° 1 / Z CO / o L_ _ J 1 0 < / GENERATOR m / QjENERAT(Di 3 �TANK S7ALLAT OM BI / TANK AREA PARKING I ¢ mr Scale: 1/4 inch = I foot ,DOTE: z WORK PERFORMED FOR THIS PROJECT WILL OCCUR NEAR Q THE SOUTHWEST CORNER OF THE BUILDING. z z / STATE TANK J MANUFACTURER'S SERIAL �¢ CL Q W J / -- PROPERTY LINE �— INSTALL CONCRETE COVER SLAB — Q O \` U / CONDUIT FOR HYDROSTATIC CENTRAL MONITOR CONTINUES TO TMU OFFICE INSTALL 2,500 GALLON UST 1 \ INSTALL OVERFILL \ \ ALARM BELL AND SIGN —'I GENERATOR ROOM {� m M CONDUITS FOR LEVEL PROBE O INSTALL TANK�� SUPPLY/RETURN MONITOR UNIT e AND SUMP SENSOR CONTIr;UE - � FLOOR PENETRATIONS O � TO "MU \ r � I OBSERVATION WELL (TYP.) - / p f �0 C:LLj � a INSTALL VENT PIPING m INSTALL FUEL SUPPLY AND RETURN PIPING I C 06 10.5 � rn m ° FENCE D 0 ,,nn 6 V L 2 L \ O N \ O O I O O J O A � O ISSUE I °e CALIFORNIA HAWAII NORTHWEST f ZY o Z One GTE Place,Thousand Oaks,CA 81362 P.O.Box 4100,Honolulu,HI 98811 P.O. Dox 900.9,EverMt,v'A 96406 i c = m --- -- - -- -- o o ° 0 GTE Telephone Operations SHEET e(:HOLL9 FERAv RU, fepe ONAI F.� BUPe2-0„� 24(w 2, West Area efo.fe 5251�t IF THIS'DOCUMENT IS LESS ( LEGIBLE Th AN THIS NOTATION �Il, r L�� 8 8 11 I OI I bl L l AUGUST 30 1995 IT IS DUE TO THE QUALITY OF —� THE ORIGINAL DOCUMENT. IIIIIIII(III IIIIIIhglllllll (IIIIIIII IIIIIIIII IIIIIII�IIIIIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIII IW l 19lll I I I ° 9[LIIm124x , I cllllUl IIII�II11 Il cul! r 149/19 0 z (9 z Q PLAH YEW Not to Scale U a Lo L.L � o � J VONT PIPE LOCATION i C w _ Q Z cn v� W _j U .J TANK -- �- _—� (j) o z o z F_ to aU (7 Ln il.l m 030 HYDROSTATIC - �- - -\ �� ' O RESERVOIR J '1 1 LOCATIONIPE < - Q AND RISER 1 -� CD 4k- JOQ D I -- -1 1 — �- r �-� — I — - _-D3 m LO _71 �- Iz \ 0 t -- --f-- LEVEL PROBE RISER LOCATION LL q: w FILL PIPE LOCATION — — - N w IU 0 OBSERVATION WELL (TYP) I I-- - SECONDARY CONTAINMENT PIPES (3) SLOPE MINIMUM w } SEE DETAIL 1/8 PER FOOT TOWARD TANK. TERMINATE VENT PIPE cc CO J I I RISER AT 12' HIGH OR 2' ABOVE BUILDING EVE, WHICH- 2 4 EVER IS GREATER SUPPLY PIPE LOCATION H 23 LOD H Q ff U DDHAL 3FCTP0H Not to Scale Q W EMCO WHEATON Ai003 CONTAINMENT MANHOLE 3' x 3' H-20 TRAFFIC RATED SPRING ASSIST ACCESS DOOR C� POMECO 210-12 HYDROSTATIC MONITORING MANHOLE \ VENT VALVE EXTRACTOR ASSEMPLY LEVEL PROBE RISER, 4 SCHEDULE 40 SCOTCH COATED BLACK IRON PIPE, 20" MINIMUM HEIGHT WITH LOCKING CAP Q 6" CONCRETE: COVER SLAB — �1 a ° '�' : ° � Q. � � p e a ►° , a ► . w Q �__ \ I ° 1 WEATHERPROOF j'JNCTION BOXES WITH — �/ — — SEE DETAIL 2 3 NEPA SEALS ---•�� � _ �---- 2" VENT PIPE WITH 3" Q4)PVC COATED GALVANIZED STEEL --- ~ rONTAINMENT PIPE. SEE DETAIL OR PVC CONDUIT. SEE NOTE © -�---- I" R-TURN PIPE WITH f HYDROSTATIC MONITOR, TANK LEVEL - ----i SEE DETAIL NCONTINUES G AND SUMP SENSOR WIRING 3 LONTAINMENT PAPE I �- 1N CONDUIT TO TANK MONITORING I/2" SUPPLY PIPE WITH 2 3 UNIT INSIDE BUILDING. SEE NOTE (3 _ 3" CONTAINMENT PIPE CONDUIT BULKHEAD FITTING- BY ITTING-BY TOTAL CONTAINME=NT — SEE DETAIL 2 3� �fi i I 4" PVC RESERVOIR SENSOR RISER WITH -- 42" DIAMETER SUMP WITH 28" co LOCKING PROBE CAP AND RESERVOIR SENSOR I I I I I DI aMETER LID BY TANK Ml'••NUFACTURER. SEAL I I ! I I 1-0 INSIDEALL A DJOU SSIDEAS'UMP IGHT o CD > N HYDROSTATIC RE.;ERVOIR, TANK INTERSTICE I I I _-Q - MANUFACTURER SUPPLIED HOLD- i 9) 0. ` I (v I SHALL BE FACTORY FILLED WITH CALCIUM DOWN STRAP (2)� 3 (U 78 3 CHLORIDE BRINE I -+- NOMINAL 2.500-GAL.',-.ON DOUBLE C SU!'AP :SENSOR — I ' I I WALL FIBERGLASS TANK C v b I I Lu II WIRE ROPE WITH THREE CLAMPS COATED WITH ASPHALTIC COATING co OR HAMMERITE PAINT I I ` I TURNBUCKLE_ COATED WITH ASPHALTIC � 06 COATING OR HAMMERITE PAINT > e u o G'�•°� was 0 0 z �----- — — -- — 15" SELECT FILL TANK EEDDING MATERIAL y 18' x 10' x 9" ANCHOR SLAB WITH #4 -----� -a c� RF_BAR AT 12" O.C. EACH 'NAY AT MID-DEr TH srEVt- ►b. ,�. e .► e D • • D • a . ' : D a . a► ° a !' : •' D EXMES 5/25/.11, W0#5110-1301-3C001AA N J o O NOTES: I ��` Ln ID LEVEL PROBE, INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUC TIONS 15S�E II I I I a I >~ SUPPLY LINE, SET PICK-UP 4 ABOVE TANK BOTTOM (3 FUEL DROP TUBE, SET OUTLET 6" ABOVE TANK BOT'rom � CALIFORNIA HAWAII ® NORTHWEST ,� z c O Z ® CONTRACTOR WILL USE SCOTCH COATED SCHEDULE 40 BLACK IRON WITHIN FIBERGLASS PIPE FOR UNDERGROUND VENT, RETURN AND SUPPLY LINES OUTSIDE OF CONTAINMENT MANHOLE. Ons GTE Place,Thousand Oaks,CA 91362 P.O.Box 2200,Honolulu, HI 96841 P.O.Box 1003,Everett,WA 9M < w w O CONTRACTOR SHALL INSTALL ALL WIRING, CONDUITS, JUNCTION BOXES, AND SEAL_-OFFS 1N ACCORDANCE WITH SPECIFICATIONS, NEC AND LOCAL CODES (WHICHEVER IS MOST STRINGENT). ----- --- — --- U ALL FLOOR AND WALL PENETRATIONS SHALL BE. REPAIRED AND SEALED IN ACCORDANCE WITH SAME CODES. CONTRACTOR SHALL INSTALL ALL CONDUIT AND WIRING FROM BUILDING POWER SUPPL'r TO TAM•( MONITOR UNIT. SCHOUS FERRY RD.,139M © PVC PIPING CANNOT BE USED WITHIN 2' OF THE CONTAINMENT SUMP AS SPECIFIED IN THE NEC CODE GTE Telephone Operations SHEET BUR 92.011a 25 OF 29 West Area v ._�.....wwAral/a'f�i1M1MIMldNow'.�-' .''Rffi"':8 " 'A"�''.` 'r' '"'•'�w1':.ci.::k,;w V _ _ T� v IF THIS DOCUMENT IS LESS 1' ��fi ��Il IT SLIT 11 1 (/�] 1995 ' LEG:BLE THAN THIS NOTATION 1 4 J 7 � I ]-0 11. 1G 1 AUGUST ,.V IT IS DUE TO THE QUALITY OF No.96 i THE ORIGINAL D':)CUMEN,r. �_ — - — - -- - — £ 81Z 8Z LZ 8 •' Z Z £ Z IZ � Z I ` BI Gi 4i�T 4ji .` ib[t� £i ` Zi it i 8 L 9 � �-�£ i �ZZ iu, •' 11 � I I I '"� IIIIIIIIIIIII IIIII�II '� III�III►�ll., IIIIIIIII IIII�illl IIIIIIIII lullllll IIIIIIIIIIIIIIIIIII Ililll�lll�llll Illllllll IIIIII II III II ` I Il Illll►.�llil I II 111 Illl�lll��llll ill 11 11 IWll1111111111��1 1 1+0146 a Z LF Z t Q D W 0 U Q E. O LL_ X O � _ � Q � 2 3 FUEL MME MSER IPEHETRATWH D{-j� � {�(� F ( Q L N L��- t! �lll� 2 3 � __ Not to Scale � � � o z Scale: 1/ Inch = I inch O a = o � Q ~ cnW TOTAL CONTAINMENT BULKHEAD INS-RT - - CONTAINMENT RISER WALL (CURVED) -�— CONTAINMENT RISER WALL (CURVED) W m 3 O TOTAL CONTAINMENT CURVED TOTAL CONTAINMENT BULKHEAD INSERT BULKHEAD FITTING TOTAL CONTAINMENT CURVED a � � � � BULKHEAD FITTING (D O Q TOTAL CONTAINMENT TEST REDUCER _ � � 3" FIBERGLASS SECONDARY 3" FIBERGLASS SECONDARY : 3 m M HOSE CLAMP (TYP.) - CONTAINMENT PIPE TOTAL CONTAINMENT' TEST REDUCER - CONTAINMENT PIPE SEE NOTE u2 HOSE: CLAMP (TYP.) - /--SEE NOTE � o SEE NOTE Qi --� / ���/ SEE I,'OTF ~ / -- ¢ \ --TOTAL CONTAINMENT INSERT w W > _ z d w r _ Cr m ` SCHEDULE 40 SCOTCH COATED BLACK IRUIN PIPE �- - - 2" SCHEDULE 40 3 FLEXIBLE SECONDARY 3" FLEXIBLE SECONDARY SCOTCH COATED CONTAINMENT PIPE CONTAINMENT PIPE BLACK IRON PIPE FLEX-CONNECTOR (TITE-FLEX OR TELE-FLEX) 2" FLEX-CONNECTOR INSIDE OUTSIDE INSIDE OUTSIDE (TITE-FLEX OR TELE-FLEX) NOTES: 0SLIDE TEST REDUCER AWAY FROM SECONDARY CONTAINMENT PIPE AFTER NOTES: TEST TO PERMIT DRAINAGE. (D SLIDE TEST REDUCER AWAY FROM SECONDARY CONTAINMENT PIPE AFTER 2) SEAL SECONDARY CONTAINMENT PIPE HOSE CLAMP'S OUTSIDE RISER WITH —j TEST TO PERMIT DRAINAGE. FIBERGLASS RESIN OR ASPHALTIC SEALER. © SEAL SECONDARY CONTAINMENT PIPE HOSE CLAMPS OUTSIDE; RISER WITH Q FOR FUEL. SUPPLY USE 1/2" PIPING AND FLEX-CONNEC TORS. INSTALL FIBERGLASS RESIN OR ASPHALTIC SEALER. TOTAL CONTAINMENT INSERT AT TEST REDUCER. ® FOR FUEL RETURN USE I" PIPING AND FLEX-CONNECTORS. INSTALL TOTAL T— y CONTAINMENT INSERT AT TES,r REDUCER. W 0 z Ar CL n 9 rP-'3L0CPR pENl 1"E 'G Q�'�0�] �[ C�` �O�l 2 V_ SLIM � Scale: I inch = I foot Scale: I inch = 1 foot r' THERMAL VALVE T� • TOTAL CONTAINMENT - -- 1/2" SCHEDULE 40 BLACK TEST REDUCER WITH IRON FUEL SUPPLY PIPE INSERT ----- I S..HEDULE 40 BLACK 18" MIN. SELECT FILL co 0 113%! FUEL RETURN PIPE C' N F � _ TOTAL CONTAINMEN".' 2" MAX. � TEST REDUCER WITH INSERT - _ D . ��-- 3" FRP SECONDARY 2�� MAX CONTAINMENT PIPE C �7 FOR 0RETURN cjPPLY AND W >` m EPDXY GROUT /\ 3" SMITH FIBERGLASS _ PENETRATION THROUGH RED THREAD I1 -- C 0 INTERIOR FLOOR SLAB ° CONTAINMENT PIPE 4"� \��\���� c 0 0 12m 900 SMITH FIBERGLASS � Jo ,� SECONDARY CONTAINMENT 0: _o T o �� FITTING: BOND IN , _ ACCORDANCE WITH (D 0 ui MANUFACTURERS z RECOMMENDATIONS NOTE: r PAINT FLOOR SURFACE AROUND PENETRATION TO MATCH EXISTING SURFACE. a a 0 C+ W0#5110-B01-3C001AA m cV J S ISSUE � < m w� CALIFORNIA � HAWAII NORTHWEST z —�—` W ��of CALIFORNIA Z !mc 1 y One GTE Plate,Thojsand Oaks,CA 91362 I ^`—P.O.Box 2200,Honolulu,HI 9041 - P.O.Box 1003,EvM t,WA 94206 � < w o SCHOLLS FERRY RD., 13800 read°G�'�4' GTS Telephone SHEET OHA�EN ® phone Operations 26 West Area 82-0113 26 OF 28 ea Iexwaes 5/25/--,, L- - � L I T 3 T�-� ..., .. .... .... • IF THIS DOCUMENT IS LESS 1 TT 'T T(TjFTi1 {SIT � 'I ' TITMI r1_1P 1995 r I fp { 1 AUGUST 3� i LEGIBLE THAN THIS NOTATION, 1 4 G 8 l U I1 1` k IT IS DUFF TO THE (,DUALITY OF N0.36 1! THE ORIGINAL DOCUMENT. -� �-T�' �E 6Z 9Z G�Z Z Z 81 �Z I i8 Z I t >BI LS�I 9jt� 9i Ii't�.i. SIi I ZI[ it I � 6 L 9 9 Jill 111111119111118 11I�I1IIII 11111111 ff fiillil if�llll flll��il Ilfi�l ililllillll1111111 Iillhlli 111111111 lillllill lIII�IIIIlilll�111111111) llllllll 1�J1�11111111i�i111i�lilllilllhJli' + u�ll�) 111 11 II!,�!►I► !I!►IN!! �; III I 'i 1491 N ♦ar a� 1 t Z 0 Z 3 a a: 0 wo U Q � 0 c�L����oc�aL �o ��c� c�aLoro�� DOQc� 0 >_ J Q: No Scale w 1-i- 1- d Z U)-- - -- N - wJ >- � UJ U Z O Z U - 20 a U 0 VEEDER ROOT OVERFILL VEEDER ROOT - -� U) w ALARM BELL WITH STROBE — TLS 2501 - MONITOR �� D 3 0 m 2 � i 1 w I O 2,4 � � � 001- 2z0 .� - a � rn - 0 0 :D � m� `? I-- PANEL E2A ie B BREAKER 29 — Z NEUTRAL 17 „ II 16 3/4 RIGID CONDUIT 1 . 3 SOUNDS 0D ' O D-0 1 0 2140 JUNCTION BOXALARN ` / ac w 1 2 0 3 13 0 G 3 0 5 SENSOR 2 + 12 BLUE 11 E) PURPLE INTERSTITIAL SPACE NK (� PEHbENT � w 0 6 -� 10 WHF�N I0 O u+ ` �y NOT SENSOR I '::'->-- CONTAINMENT RISER Il" v� NO T USED 0 7 90 z AL RELAY 0 8 2A — ~ o a 1 � e0 ACCO[IUANCE > o 1/2" RIGID CONDUIT 2 7 0 DD w 1 m 6 0 I 1/2 RIGID CONDUITS F LE 0 50 TO CONTAINMENT RISER 09 o c� 6 30 JUNCTION BOXES _ g 2 PROBEI 0 o FEDERAL G DNS UJ wix QTL_ 1zwU) z J �z J U a m U a c 20" x 14" OUTDOOR SIGN MATERIALS: * 0.040 ALUMINUM SHEET I/2" RIGID CONDUIT —C SCOTCHLITE SCREENED, OR TO OVERFILL ALARM EQUIVALENT REFLECTIVE MATERIAL Z 3/4„ RIGID CONDUIT TO AC POWER SUPPLY (120 V AC) * RED LETTERS ON WHITE BACKGROUND PANEL E2A w w * LETTERS CENTERED ww �' a fn Cr (D 3 m � J BREAKER 29 BREAKER 27 \ LINE Q W n TANK VERT a SER DETQLL (j14 OBSERVATMH WELL DLA MIL ACCESS LQ o ELMS Scale: I inch = I foot Scale. 1/2 in -.h = I foot No Scala TERMINATE VENT RISER WITH EBW#800 _ TANK VENT (OR EQUAL) - c� 2" SCOTCH COAT SCHEDULE 40 BLACK - -+ IRON VENT PIPE RISER. SECURE PIPE TO BUILDING USING UNISTRUT WITH PIPE CON- POMECO 0 NIT O MONITORING WELL 210-12 x cn NECTORS. TERMINATE RISER AT 12' HIGH 2' RISER SPRING ASSIoT AUTHORIZED 9>• of OR 2' ABOVE EVE, WHICHEVER IS GREATERHOSE MANHOLE DOOR ACCESS ONLY It CLAMP N TOTAL CONTAINMENT -- " (TYP•) LOCKING CAP TR 4200 TEST REDUCER "J ��-? CIS 7P 3: C m U m FILL. ACCESS AND M 00 FRP RISER o i 06 2" x 24" FLEXIBLE CONNECTOR - LIQ MONITORING -C �' m° EQUIPMENT x O 3" FIBERGLASS CONTAINMENT PIPE ] �j a 4" PVC SLOTTED 0 0 U; 2" FIBERGLASS VENT PIPE (0.020") PIPE, 2' z -_� BELOW BOTTOM �-- FILL LINE AND MONITORING RISER OF TANK (MIN.), a __— 10' LENGTH (MIN.) t 0 N r NOTES: o 0 PAINT VENT RISER AND TANK VENT WITH HAMMERITE. MATCH COLOR OF BUILDING. ALL HOSE CLAMPS ON SECONDARY CONTAINMENT BOOTS TO W0#5110-B01-30001AA BE WRAPPED WITH FIBERGLASS CLOTH AND RESIN SEALED. M N _ O � � O 17-1-411 PVC PLUG ISSUE a v co NBOeti,� CALIFORNIA �) HAWAII ( NORTHWEST w z z o o y res One GTE Place,Thousand Oaks,CA 91362 P.O. Box 2200,Honolulu,HI 96841 P.O.Box 1003,Everett,WA 98206 Q w o Eftt '��� OTE Telephone Operations SHEET SCHOLLS FERRY RD., 13900 `rIONAL Er ' BUP 92-0113 West Area 27 OF 29 F "PIREs 5/2.5/ r + I F THIS DOCUMENT I S LESS I I T I TTT TR�Tr ' ITT I Ilii 1-11TI111 11 111 1�rlI T T I AUGUST �0 1995 II LLGIBLE THAN THIS NOTA`IION, _ -��-- --� 6 �� R - � • lU, 11, 1� . I'1 IS DUE TO THE QUALITI OF No.36 �j "" °"' THE ORIGINAL DOCUME"T. E Z B7, ___- -T-- — -�- -- hill ~�9I Ifi�T ST Zi Ti �i 8 L8 >G lllll11111111111�111 II�IIII�llllllll IIIIIIIII IIIIlIIII IIIIIIlII IL„Illlllll Illlllll illl�lll�ll�llll�illi�l.11illll� IIIWllllilJl�l�llll�ll I uu�ol► u►I�►1►Illlll�l 111�I�W lut�lulli►o�tlll tl►I�uu I�u m • 1N1N O Z Q Ld L3 U_ Q Li LL Oy J O✓ wQ � LL Z cn 0 .� J U Z O Z F-- m QUO �-' un LLJ 0 Z w LAJ i -•gym X30 4 LJU CUA TAHwm UV ll 11 1J Atl�JCH- �`F-0 LAL� 5 5 S0- J m <� � _ T 0- 0 :) - RADIUS Rr - R2r/2 F 3.5/2 = 1.75 :D 3 I m E-- VOLUME Rv = TT x Rr x Rr x Rh FT' = 3.14 x 1.75 x 1.75 x 3 = 28.8 z 0 DOWN Rd - Rn x Rw LBS. a = Ix20 = 20 cr Cw Ct UP Ru - Rn x Rv x Ww LBS. v w � J Ix28.8x62.4 = 1,800 w o � r- R2r Tt --- 1ANK Ct �- RADIUS Tr - T2r/2 FT. = 6.29/3 3.15 C Rh - 0 � � VOLUME Tv - n x Tr x Tr x Tt F*T' - = 3.14 x 3.15 x 3.15 x 13.4 8 420 W m Gh DOWN Td - Tw LES. (COMPLETELY = 1,800 LT BURIED) UP Tu = Tv x Ww LBS. ' Gh (2/3 = 420 x 62.4 = 26,200 C0VER''D GRAVEL TANK) - �-- 8 REBAR HEIGHT Gh = ((2_/3) x T2r) * Gut FT. - �� ANCHOR = ((2/3) x 6.29) + 1.25 = 5.44 - - ' I �} "' "r ��''•' HOOK GRAVEL ABOVE ANCHOR SLAB AND UNDER TF1:: TANK Gut 1' �At -� r--Hw Gv2 = (Tt x T2r x (Tr + Gut)) -• (Tl x 0.5 x rr x Tr x Tr) FT' Aw - At = (13.48 x 629 x (3.15 125) - (13.48 x 0.5 x 3.14 x 3 x 3.15) = 163 GRAVEL ABOVE ANCHOR SLAB AND NOT UNDER sur- i .,NK r Gv3 = (At x Aw x Gh) - Crt x T2r x GO FT' U GRAVEL ABOVE TANK V (18xI0x5.4-0 - (:3.48x6.20x5.44) = 518 - � Gv5 = Tt x T2r x (Tr + Rh - Ct) - (0.5 x Yr x Tr x Tr x TO (Rn x TT x Rr x Rr x (Rh - 0 Ct)) FT' Q NOTES: = (13.48x6.29x (3.15 + 3.0 - 0.5)) - (0.5x3.14x3.15x3.15x13.48)) - (Ix 3.14x1.75x1.75 (3.0 - 0.5)) 245 SUM VOLUMES G = Gv2 + Gv3 + Gv5 FT' r TANK HAS 2 OR MORE ANCHC^ STRAPS. = 163 + 518 + 245 = 926 (2) CEMENT ANCHOR SLAB IS USED. DOWN Gd - Gv x Gw LBS. (� TANK IS COMPLETELY BURIED WITH CEMENT COVER SLAB. = 926 x 122.4 = 113.000 0 UP Gu = Gy x Ww LBS. CQD DESIGN ASSUMPTIONS: a 926 x 62.4 = 57.800 m TANK CAN BE CONSERVATIVELY MODELED AS A CYLINDER OF LENGTH Tt AND DIAMETER T2r. ANCHOR SLAB U VOLUME Av = At x Aw x At FT' �.. (Z) RISERS CAN BE MODELED AS CYLINDER(S) OF LENGTH Rh AND DIAMETER R2r. - 18 x 10 x 0.75 - 135 ® --, MATERIAL WEIGHTS ARE AS PROVIDED. DOWN Ad _- :.v x Mw LBS. Q ® TANK ANCHORAGE IS TO BE DESIGNED FOR A SAFETY FACTOR OF 1.2 WHEN THE TANK IS ANCHORED AND = 135 x 150 = 20,300 BURIED IN GRAVEL TO 2/3 THE TANK DIAMETER. PROJECT DRAWINGS WILL PROVIDE THE EQUATIONS OF UP Au - Av x Ww LBS. C) A TANK BURIED TO A 3' DEPTH WITH A CONCRETE COVER SLAB. THE FACTOR OF SAFETY FOR THE = 135 x 62.4 = 8,420 �- TANK BURIED AT 2/3 DIAMETER IN GRAVEL WILL ALSO BE LISTED. ® FOR CONSERVATIVE DESIGN PURPOSES, ONLY THE WEIGHT OF GRAVE1- VERTICALLY ABOVE ANCHOR SLAB COVER SLAB VOLUME Cv = (Ct x Cw x Ct) - (Rn x Tr x Rr x Rr x Ct) FT' (OR DEADMAN) IS COUNTED. ® =SINCE TANKS ARE MANUFACTURED BY MULTIPLE VENDORS, THE TANK ANCHORAGE SYSTEM SHOULD BE = Cv x Mw LBS. x 10 x 0.5) - (1 x 3.14 x 1.75 x 1.75 x 0.5) 14,300 CHECKED FOR EACH SPECIFIED TANK. DOWN Cd = Cv = 95.2 x 150 = 14,300 UP Cu - Cv x Ww LBS. = 95.2 x 62.4 - 5,940 FACTOR OF SAFETY 2,500-GALLON XERXES DWT-II FORCES DOWN Fd - Rd + Td + G(J + Ad + Cd LBS. = 20 + 1,800 + 113,000 + 20,300 + 14,300 - 149.000 FORCES UP Fu = Ru + Tu + Gu + Au + Cu LBS. RISER GRAVEL UNDER TANK Gut = 1.25' = 1,800 + 26,200 + 57,800 + 8,420 + 5,940 - 100,000 � c1 l)Rn = I ANCHOR SLABLn WEIGHT Rw 20 LBS. FS = Fd / Fu � _ LENGTH At = 18' = 149,000 / 100,000 - 1.49 aa' co DIAML TER R2r 3.5 WIDTH Aw = 10 ( HEIGHT Rh = 3.0' THICKNESS At = 0.75' N TANK WEIGHT Tw 1,800 LBS COVER SLAB APPLIED GEOTECHNOLOGY INC. TANK ANCHORAGE COMPUTER PROGRAM _0 LENGTH Ct = 20 DIAMETER T2r = 6.29' WIDTH Cw 10' GENERATED THE BELOW VALUES: LENGTH Tt = 13.48' THICKNESS Ct = 0.5' C ANCHOR STRAPS MATERIAL WEIGHTS OWENS CORNING c: m NUMBER Sn - 2 WATER - Ww = 62.4 LBS./FT' COMPLETELY BURIED FS = 1.49 STANCE BETWEEN STRAPS S2 = 5.75' a LJ m 01, GRAVEL GLv = I'L2.4 LBS./FT 2/3 BURIED Fa = L33 ANCHOR HOOKS CONCRETE Mw = 150 LBS./FT' = WIDTH (#8 REBAR) Nw 0.667' XERXES co °D n n = 3.1416 06 COMPLETELY BURIED FS 1.49 2/3 BURIED FS - 1.34 ° m O �} ui Z 0 r 0 N r O O co WO#5110-801-3CO01AA 0 N J 9 Ln ISSUE �. wshc �] CALIFORNIA HAWAII HAWAII � NORTHWEST �I CO Y o o �� z One GTE Place,Thousanu Oaks,CA 91362 ^.0. sox 22)0,Honolulu,HI 96841 P.O.Box 1003,Everett,WA 98206 a w J SHEET -STE"`' �� GTE Telephone Operatiom SCHOLLS FERRY RD.,i"M OIVAL SUP 92-0113 West Area 28 OF 24 EXPIRES 5/25/fl- 'A881M�1�II � ,' u1p t,�,,,_ + I F THIS DOCUMENT IS LESS II 8Il Zllllll LZ lI Z �£�111III I ZIIII I I�I ITlIZllIII-till� �ll�lIlllllllBll tIII91t � 6_ .�S��I Tulllu�Tiill�I ll.Qu.ul�I L 9 1 _ 9X1_11I(1_ lllll1lllS1lIlDllI'l'."ll.'•_l�ll>=lCll'l"ll tI_�IIrIuN�eII I 1 995IEGIBLE THAN THIS NOTATION T71T T 1 lG AUGUST 304 I [ IS DUE TO THE QUALITY OF No 36 0THE OFIGINAL DOCUMENT. J Illll�llfllZ11111111'111II�IIIIIILIIt II�II8llII►llllll � III I�IIIII�III 1 1 O W ua.4 r, o L' W o } J � ANCHOR G3 HOOK DC 4AL ® ANCHOR STRAP DETAL ® 2ENERAL NOTES ES W a PLL � a zy Scale: 1- 1/2 inches = I foot Not to Scale yo U _j REBAR, GRADE 60. N v w ANCHOR STRAP ? O 2 X 3 -- �— SUPPLIED BY TANK ® CONCRETE. CLASS A (3,600 PSI COMPRESSION STRENGTH). W m O 3 O MANUFACTURER ® O 3/4" JAW TYPE TURNBUCKLE, DROP-FORGED, GALVANIZED FINISH, McMASTER-CARR }300iT61 O O f rn o �\ (OR EQUIVALENT) ONE SICE ONLY. O Q I/8 REBAR ` SEE NOTE Q3 ® TYPICAL ASSEMBLY TO CONSIST PF 1/2" HEAVY DUTY GALVA',iLED CAF 7N STEEL WIRE ROPE j 3 a) M (I" NOMINAL THIMBLE AND THREE 1/2" WIRE `.OPE CLAMPS WITH DROP DIAMETER) STEL- SADDLES, McMASTER- DIAMETER) 3" RADIUS CARR #3495TI8 AND #3465717 (OR EQUIVALENT). (CLAMP'S MUST BE INS ;ALLED WITH U-BOLTS (TYP.) SEE NOTE ® SECTION ON ALTERNATING SIDES OF WIRE ROPE AS SHOWN) z0 ANCHOR HOOK. ¢ W SEE DFTAIL 15" y W 2 w O II11 ¢ CO �`------ 22" —I v J Not to Scale Q W 201— it 10' MATERIAL SPECIF CATIONS Q ANCHOR rRi PAD DDE A0l>� N MIM. 0 Not to Scale Ti ---{ z i I TANK ANCHOR STRAP". Q� Td I SEE OETt,ILrm"� ' Q SPACING.D, 9 ° ° /14 REBAR AT 12" I 15 -24" TANPL.US 2ETER — LENGTH ANCHOR PAD. J SEE DETAIL p JUNCTIONS ALL 66 Ic ° .D INSTALLATION NOTES: z w ® TANK TO BE PURCHASED WITH FACTORY INSTALLED 42" CONTAINMNET COLLAR(S). SHIP TO SITE WITH FACTORY INSTALLED ° HYDROSTATIC FLUID (BRINE SOLUTION) IN TANK ANNULUS. ° CONTRACTOR MUST FOLLOW TANK MANUFACTURER'S RECOMMENDED TEST PROCEDURES. TANKS UNDER PRESSURE SHOULD NOT m g ° .. BE LEFT UNATTENDED. IF TANK(S) WILL NOT HOLD PRESSURE, TANK MANUFACTURER MUST BE NOTIFIED TO PROVIDE REPLACEMENT ^ TANK. TESTING PROCEDURE MAY VARY WITH LOCAL ORDINANCES. TEST MUST BE WITNESSED BY A GTE ENGINEER OR HIS REPRE- o SENTATIVE. UNLESS OTHERWISE SPECIFIED, TANKS SHALL BE INSTALLED 3' MINIMUM BELOW FINISHED YARD GRADE. AFTER vi SUCCESSFUL TESTING, TANKS SHALL BE SET ON A 15" MINIMUM BED OF PEA GRAVEL (CLEAN, WELL GRADED, ROUNDED SAND AND GRAVEL CONTAINING NO PARTICLES SMALLER THAN 1/8" NOR LARGER THAN 3/4") SMOOTHED IN A HORIZONTAL PLANE. SET A 6" 10 A �_� A' BACKFILL LIFT, PUSHING BACKFILL COMPLETELY UNDER TANK. CONTINUE IN 6" LIFTS, PUSHING BACKFILL COMPLETELY UNDER TANK, UNTIL TANK IS BURIED TO 50% OF TANK DIAMETER. BACKFILL TO GRADE PER TANK MANUFACTURER'S INSTRUCTIONS. T ANCHOR HOOK, © PRIME AND PAINT METAL FITTINGS WITH CORROSION RESISTAN-' PAINT (HAMMERITE) OR COAT WITH ASPHALTIC CCATING (ROYSTON SEE DETAILq A-51 OR EQUIVALENT). N i 11 . ALL UNUSED TANK OPENINGS SHALL BE TIGHTLY SECURED WITH PIPE PLUGS AND SHALL BE COVERED WITH A FIBERGLASS CAP i TO MATCH STRAP (HAT) INSTALL IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS UTILIZING WET RESIN. W m LOCATIONS : I". 6 > > = o A N —_� BRAND Td T1 EMPTY TANK WEIGHT SHIPPING WEIGHT NOMINAL GALLONS 9" 3 VIEW A - A' OWENS CORNING 0 0 DWT-II (6)-2500 6'-3.5" I3'-9" 1,800 2,500 ] $j O: NOTES: (7 (} ui OI TANK IS CENTERED OVER ANCHOR PAD. XERXES = I DWT-11-2500 W-3.5" 13'-5.75" 1,100 2,500 s 0 N O O O W0#5110-801-3000IAA n J � a � N f ISSUE ` �NMwBOgNi, CALIFORNIA HAWAII ® NORTHWEST '2 m Y Z 01»OTE P4Pa,Thouwod Ddu,CA A1362 P.O.Box 2200,HoncWlu,HI 00&11 P.O.Box 1003,E"m",WA 11200 i = o GTE Telephone Operstlons ® $MEET Mumao„oLLBFERRY RD.,,"3O NAL EN West Area T 6 sup"4113 so OF" _ T I ' 21 I ' 31 41FF751 I ' el � �� . I 111 AUGUST 30 r - �- IF THiS DOCUMENT I5 LESS ' 'I I 1 "7,76 • ' LEGIBLE THAN THIS NOTATION, 1 — �,",,,,.,,__. +'.+,43:_ IT IS DUE TO THE QUALITY OF e".w O'7l9R.' THE ORIGINAL DOC!!NENT, II + 24X I��T�� I IIII IIIIIIIII �IIIIW �Illlllll IIIlliildl„Illll IIII SII IIIIIIIII IIIIIIII IIIIIIIII I�IIIIII IIIIIIIII IIII�III Iillllll 1llllll I WIuulWn�l a IulllBl iul�uu iullnu iul�uu uuluu u R nlluuuullu IWWI mlllm iliuil