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15660 SW PACIFIC HIGHWAY BLDG A i•>+t - ---_--- --- - I REVISIONS —. ULU lk: r T:' yE ISN. }I ,'R I GA :1 ') ,I FlnO '"V IIi -ask A- I � II� I I I, II! a� L j , 46#1aF P r. C= 13 o OREGON I �I �gardreg s• ro J: 0 A COMMERCIAL PROJECT f a � I ■ BY. e �a CL—3 7. (L.:.---may __J 44•. LU LM Li Lj I I' �'� „•I Ip I I '!I N 11 ,I� I .,,�..�.,•� III I I,�I �MI ',i I •�'I ,!II i. I .•�' II I I' II Ili �I 111 ! I I, IIII I'' II' ,�'' � I I;I ' �,. II II III I I II• I I II I I 'I I I II I„I I I' II I II I h f' LII ! � i lil I 111 1 I I I 'III �Y Q O W ,.. I � Wa LA JOLLA CORPORATE CENTER � a ° o 00 3252 HLIDAYCOURTSUITE 225 X C�OF T19ARD r r 0 Q (n - CCAppro%ed.......:�(..T••f*r. j.l.�nlQr•J............... 1 :q O 3 7 Conditionally Approved.........•••••••••• I A scribed in: LIE R N de , . _ JOLLA, A rk LAo ' For only the ,� J _�bo C� (— PERMIT NO.— _ �l-C.9�" See letter to:Follow........... .............................f n 1• �- r , - Attach............... .3 `� �``�'� Job Address ate; By: ISIM FW CONSTRUCTION; �oa �Buidling PermitSubmittalJuly26 03-657-22_22 rse R? .......... PtOT DATE F(Conditionally Approved....................................[ ►. PLOT SCALE - F For only the work described In: y PERMIT NO. _. �. PL►1 i 17 q 02 Od DPAWN BY: - -- See letter to:Follow.._.................... , v Attach.. . . . �,' _ - - Job Address I U ���{ ".U SHEET TITLE By: r 910 i NO. iy 15660 SW PACIFIC' BUILDING "A" PK11194 OOly4 ELC96-00160 loft l mw�wl opal IMAGE IS NOT AS CLEAR AS THIS NOTICE, I I I 14 I I I I s _I I � I_ 1�L_ I "'1" NOTICE IF THE PRINT OR TYPE ON ANY I l fl 1 1 1 VIII I IIIIIII VIII I I I I I I I I I I I I IIIIIII I I.LIIIT" IIIIIII I l l l f I I I I I I I I I I I I I I I I IIIIIII I I I I�yI IIIIIII IIIIIII IIIIIII (IIII I IIIIIII III I I I I I I I'I I I I I I I IIIIIII III I I _1l � IT IS DUE TO THE QUALITY OF THE Nu 7e t: ORIGINAL DOCUMENT 13�L 8 LL 8L >G t►L S G T6 t3 t-8t To T t T 13t LT TT t �8 G 9 9 it S G tol.ue Icl Illllllil lullilll ulllllll IIIIIIiIIIlui�ulllllu ulluu Ill�ll �lhlllllulllll Iullililllluu IIIIIII�I IUIIIIu IIIIII�IIIIIuITill�uuiliiulclllulL uu��I�II« illlu ul�l� I►II► II� J Bob- REVISICINS 08-23-494 C 09-02.94 p 09•-14-414 w.P. IMN %.WTcN60ARD .YSG' T-1!%J U 30 4W MAIN: Pte- MTG rUWAM AIQ �•a . ..... .. _ ._. 1 UMMAYM_ f •A •• 0 a f IAo1n�oN -4 - W _ \ PAIR Of —---1 I ooanucr . . . . . . . . . . PAN& ! ALL RELAYS NO *���� CONNECT06 BY SM ET.ECTOWAL , . . . . . . . . . . . . . . . . . . . . A - I - . . ' - *.PA-box OfSC. , - � �\\ SWCH F01! PYLON SINGLE LINA' DIAGRAM . . . . ° P s1ON v.L P - All -` ' -1•4.,. �e -------- MR EM C � IORAI At�I NM61•AI/6_ Hr - _ - - _.._ �\ y w 1 00 -MUED KA 10 FWE OEM Dor+XW • FEW CONI CVM 4 \ \\`- _ A OOMIIOLIAD K A �qld ::. S 1K CLOML I /-� ? � � �- ��; © %ft AA MOQE1Q NJr 'ANA 3 'OLi FLAY 013MTIIC1M , "Ib�� SINE IIB MORE Q AN WW A 3 POU MX CONIJICM ' W.P. J-90X FOR-—NTNU P u 19 9 1 C 3 1 I 6 0 10 47-_ I 10 13 3 / i • , dop 0. PL-1.3.5.2.4.6 1 6 3 - - ° 8.10 5 / \ _ / _ JD PL-7.9.1,.1 —---- y C -- \ \ wMaAM rvw.s,cn. WALLID AMc v WIM my CONTRACTOR. Por rac N racATea Of I d \ 1 'I O I ' �PMSwAWMAc I 10, 2 i ° I V, 4' rr 6' GASaTED HAND HOLE— It1RMl1 A!O MSTALI N-lA� •MlA1T COTORTD Rl3E ll IQD p( COIKCTORCADWM GROUND i TO - — - y 4-40 x Y" ANCHOR VOLTI L CHAWIER ._ b/ NwltyH GRADE }' t� tu►Ra o�� wwc 't p.� _� R12"Fumve Tres fri ON Co011M BARE aROI.O ■E ---- -- i cncm W" �- ►RO'SLC'110N} SPEGIFljF G NOS: BALL RING THMM CU) �, p ��.,Tac ooNouT. 0 !J 1 1 11f C-4#4 TW cu k--�OAtvAN3�D r ML TO CARlC1t -2 QAuu "V1111,000M a wa a a6 we rea•war u g i-C-T,. + ONp. NW. V! wrs.wwn N rawa _ Leem quO Mover M M norox �3 , 1/�C-3/6 ♦ ,4D. ALL CONa" WORK ALIO— IprOI,CNO•LULL a rr am A 1RRTICAI 4 1 1/,rC-q6 + ow GDOMAL OOMTRACTOR I @A : } _wren"W"nno 001101 unam"w:rwara wnan nrw a""wamm wtoww r -ft swum n.rwCIO ^ PON Quer Bosom0 1 1/rC-6f6 + CND. P► R•. •a-wQ M�•+ 1 ,/rc-�N + o►Io PARKING LOT LTG STANDARD VCONCRETE BASE «v.wnwwu- w Iver u onus 6 1 ,/rC-A" + OW 6.. aaaw w w 10%a O Mr. mown 0" ® 1 1/rc-9/6 + oa rworuuw 2 I/rC-90., 2/8+ CMO. am 10 wars Mrro M � WP. 2011-3P-250V-0I5C-SN H�, CONNECT TO PYLON SIGN Al RE" I o-° r iu i,w oaw,ilr '� ® CONTROLUR AS REWOTVSPE . I "Q1 .nave orm"wwr ww UAIWW ra JUB NO - - ICC PL.UT TED ! sti SITE ELECTRICAL PLAN PLOT-scal_E ALE? EW I TO a - — i 1566C' SW PACIFIC DRAWN BY 111'II DING "A" SHEET TITLE- _ VK`.144-0010-t.F.VC96-00160 'uf! 1 L P A ;HFET No I, ampm ►` s iM►T a M.6 1 trM a�a 1►N-an: � NOTICE: 11 THE PRINT OR TYPE ON ANY III III III III III III III I I III III III I IMAGE IS NOT AS CLEAR AS THIS NOTICE, I I II IIII III 1III I_III I I III IIII IIII I III III IIII IIII�II I lIII IIII_III_I I I I�I I IIII I_II_I II I lI_I_I IIII I_II_I_�_0 III I I .5 zons 4 _'_Ll 1 il�l IT IS DUE TO THE QUALITY OF THEffI{fi _11 IILi _IIII0II��ITIIIIIII9II11Ii_IIIIIIi1IITILII IL£II TIIIIIIILII TIllll�llTT ��ln011TlllllillTu8lllllull 111 L �llll9llll�lll'4lullI llN0.30 a•r�Z•-�� ORIGINAL DOCUMENT u � I1L1 111111111111� LII IIIZ �Ii_ �� I� BLZ .�;;. llll�ll�IIIIIIINIII III IdsII I .� 47, _.,._ I ' U8-23-94 � ` I09--02-94 I III 01'-14-&A r i I LFGfN P "'- (1;1 C.O. PRIMARY CONCRETE ENCASED 0 PGE PULL BOX SIZE. AS PER. PPE CO. REQUIREMENTS. ® GTE PULL BOX, SIZE AS SHOWN AN0 PER TELE. CO. REQUIREWENTS. ® GTE MANHOLE PER TELE. CO. REQUIREMENTS p IIII TELEPHONE CONDUITS, SIZE Ab SHOWN AND PER, TELE CO. REQUIREMENTS it I Q INDICATES SITE CONDUIT STUB, WITHIN 5'-d' FROM BUM_DING LINE. SITE CONTRACTOR TO CAP & MARK. I t POLI. SOURCE,----------00I 'ht i 4 _ I�I I I � .:� ' • -VERIFY ILC,!TtON PICK-UP At EXTEND SITE STUBS FSR MJPHI 1t I MANHOLE INSIDE WAIX VERIFY LOCATION •1 J ` i 1 1600A 120/208V — I ! I �TUB�OLIT PR PGE PULL 3v-4WJFOR FUTURE ` X (2) 4 C.O. I I I 1 (4)4-C.O. (4)4 J.O. MAW,, I i�.L_ FUTURE ,JB-OUT PU _. O d TRANSFORMER 1 _ I I PBOX WIER � SLAB REROER P OR/ (2)4'C.O. �7 1 1` ck <2)4'C.O. 1 X1n1 I I I 1 \` �J ° 1 ► I G 200r►-,20\2CI o8v '!- / ~ - =_= _ -- _ % ° 1 1 31-4W I _ i t � �'► aj i I Q (3)4'C.o. 1 �. PCE auLL Pox �R y I 1 1 TRANSFORMER PAD DR/SLAB DO / f ,I ♦` j WITH BARRIER POSTS PER. 1 t CO. REOUIREMENT'S. _ ♦ j' V ° 1 W.P. PARKING LOT PNL 'PL' (4�C.O. — 1 I �� R souacESODA c 4 � /' I I I ♦� 277/48OV-30-4W --— — — / Al i , w / 0 z —fir L, r�� w` III V a Co � w I a: l 0 R Y V Q +NI n� � II III I Q IIII T O � II,�II I dll I' r II ELEC. - PORTLAND GENERAL ELECTRIC ISSUED FOR CONBTRUCT"Aii 14855 SW OLD SHORLS -,-RRY RD. u BEOVENRIAR, OR. 87007 (503)590-1241 ATTN: BRAIN MOORE JOB NQ Q3..b5-+-fir I di TELE. GTE. NORTHEAST 10450 SW. NIMBUS (503)W-0123 PI-OT DATE TIQARD, OR. 972111 (5033643--0977 �'u�Y s4 IC195 ATTN: LARRY WHEELER 15660 SW PACIFIC �OT SCALE, BUILDING "A '60 l III 1'KN194-00194,ELC96-00160 il,ll ! OgAWN By .1GM P A SHEET TITLE: t�'q p�pyy NN tt 1vK OW S-ITE ELECTRICAL III 9011THOIAIIYlI A Ot SHEET N0. (Big) �-+ttit •'I► II I SE-2 SITEL UTILITY PLAN - -- ,e SCALE 140' r�rrw rrr.r+r.rrwr�r�.r.�u... _ I •..,....._.. n,.: • rryyrt711'�!.'v' NA!;'%:_q.'r +. ! N ♦ —V - 'i��lP�MRP'M 7 T AM�k�lRIWMY�!}L"4F-'s'q'*AIS'"W - n ... ...... _ :,'4r^�nP•.uM,4�N1,1w,:.,..+�Iwa�MElIaYMMrx'�oieArl�k'_er81p!!tiRPmll >r+iR�+r-+srl v.�>�r .: .. �.:�wel.^51s�s'r'n .;�. •d,m,: .y, �.�t.q.,� .,�-.p.,.... ...... .. _ .•'�..� .. .,.,- � .r NOTICE: IF THE PRINT OR TYPE ON ANY I11! 11lIII1 lIIIIII lllll l 111I1II VIII T lllfll1111T1Tj fIIIIIf111I1 111lI11! IIIIIII lllllll IIII! I III III III I I LIC III III I I (�i III III I I+rII III II111II'r11 III 1111 1 .., =r - r ° II IMAGE IS NOT AS CLEAR AS THIS NOTICE, _- I I1—I I fI 4 _ I I F)�_�—I (� I I L I 1�I I I�J �n - �I IT IS DUE TO THE QUALITY OF THE T _ No A'•! "?•" ORIGINALDOCUMEN1 g f1311 �9 Al, S �6 �ffi 6�B]ffi �6 T�ffi 6Aid� 8tLi�tA,,ml tSt ffit STII �8 L 99 1ti S 8 TSI r.,,�IIIIIIIiIIIIlllllllllllllllll lllll 1111 1111 III I II�IIILIIIII1IIII IIII1IIIIIIIII�IIII IIIIIll�lllllllll�llll IIII1illl IIII�IIII 11111 1,161111 IIII I 11 11 ll�IIII' I dl� lil ii LIQ I'� I,SII cl II I '4 _ - REVISIONS ' F< f• CHTINGFI3:TURE - SCHEDULE��--_ �� HVAC SCHEDULE N 0 T E SPECIFIC NMES SYMBOL SCHEDULE _ MOUNTING LAMPS I �--.� � -----. - _-----� 1. ELECTRICAL CONTkh�TDR SHALL VERIFY T R S W P G N WT-T L I FEEDER 6 COORDINATE WITH HVAC CONTRACTOR RACEWAY CWIAL.ED IN WAIL. OR CEILING. Y E UAE R U A Y 0 I 1 !UNITS ! UNIT AST4IONS OF UNIT ,VOLTAGE, PHASE, 1 W.P J-BOX L DISC. SWITCH FOR SIGN. VERIFY EXACT LOCATION PRIOR TO INSTALLATION. _ A Tw ORD MAKE INSTALLATIONS O — RACEWAY CONCEALED W FLOOR, OR UNDERFLOOR. I P C R L N 0 M T P A MANUFAC- I r - --- -"� ACC INGLY. E E F L 0 U 8 T E D TURER CATALOG NO. REMARKS U FLUSH CEILING MOUNTED RECEPTACLE FOR SHOW WINDOW LIGHTING. — RACEWAY WITH Two (2) NO. 12 TW CONO TORS. S A A N E A 130/2P 23 3 •C-20 N D R G I 3O TW P. ALL DISC. SNITCHES L FUSES SHALL BE O J-BOX L +12'. CONNECT TO ?2S0 V-120V NATER HEATER AS REQUIRED. / � HOMERUN TO PANEL 'AC CIRCUITS t ANO S No. OF t ED gyRCS INDICATES NO. OF /12 TW COPPER. S C _ s I E E T E -AC Xo � SIDED TO MATCH MANUFACTURERS. CIADUCTORS w RACEWAY. SIZE OF CONDUIT AS REWIRED BY CODE. 0 V.A. _ _ _- _ ( _ 30/3PS/•C- NAMEPLATE DATA, 4 1/4'C.O. INTO ACCs SSIBLE CEILING SFACE. ,I��- GRouND - �1 O 4 35 RS 160 METALUX 20C-440A-12O LF3-WWF -_ 1'C,D. TO MAIN TELEPHONE TERMINAL 'MT T'. —�— CUIDW SEAL INSTALL ON ALL CONDUITS ENTER94G OR LEAVING REFR1G AREAS. - I 3. ALL CONTROL WIRING L DEVICES SHALL 2_ _ O'– 1 60 IF 60 MARCO_ 9N-6 _ �T-6•__ i 25 3/• BE INSTALLED PER HVAC REQUIREMENTS X42' WITH GROUND FAULT INTERRUPTER. �/ C- I FOR A COMPLETE AND OPERABLE 31;1 THREE LIGHTING FIXTURES r'rPE 'l1 - SEE FIXTUIRE SCHEDULE. ' 3 O � 1 150_R40 150 HALO H7740T-4650BA �-OUTDOOR � �� TW CU � SYSTEM. O7 A/C UNIT ON ROOF. V.L. SEE HVAC SCHEDULE FOR SIZE OF DISC. SNITCHES, FUSES AND FEEDERS. 0 � �,µp�E� OR yERCUFrr r►yrn'RE AND OUTLET. r4 O- - ,- . 1 100 MH 120 HALO _ M_76_OOT-'14C-446__&'XI_C/0/bA OUTDOOR �/ 3j4 C_, 4. ALL DISC. SNITCHES Oy ROOF SHALL 4 -+---�.��- - -- -._r _ ----_--- ---- /30 • 8 T-STAT, V.L.6Q 260 SL 160 METALUX SS266-120 LE3 1�f2 BE W.P, WITH BUSS FRN-R FUSES. o FLUORESCENT FIXTURE AND OUTLET. 5 0' 2 35 SL 60 METALUX �SS240-120 LE3 - -� 9O A/C TIMER CLOCK . LOCATE SURFACE MOUNTED ABOVE PANEL. ® Ip EXIT LIGHT FIXTURE AND OUTLET. PROVIDE ARROWS AS REWIRED. - -' -5 80_'M METALUX 5. ALL FEEDERS TO BE COPPER. 7 O 1 60 SL BO METALUX SS106-120 LE3--- -- - 4 60/3P!3 � 1/2'C.-2N14 FROM T-STAT TO TIME CLOCK. 0 LIGHT FIXTURE CONNECTED TO THE EMERGENCY SYSTEM AND/OR NICh{T LK IT. ---,- - -- 6 '0 11 35~RS�40 METALUX SS140-120 LE3 _ V_ s SPST TOGGLE SWITCH AT +4C UNLESS NOTED. _ � lO 3/4'C.-7N14 FROM T•-STAT TO A/C UNIT, 6 0 1 60 IF d0 LEVITON 9d74__ — --v. AC y60/3P 40 1"C-3/6 5= 3-WAY TOGGLETOGGLE SWAT AT +4 UNLESS UNLESS NOTED. "� INDICATES "PILOT WITCI }---Y� -.-, - ---r_--.--- - O2 V.P. QECEPTACLE ON ROOF NEXT TO A/C UNIT. g� 3-WAY ROADIE S7MITCH AT +4� UNLESS NOTED. "I� INDICATES 'KEY SWITCIf Y. 10. O' 1 100 HM 130.BIEBER A'tM�1.0 100-1ZOV 00 X12'-0' TMI-CU.-- s• 4-WAY TOGGLE SWITCH AT +4�' UiYIF.SS NOTED. 'Cr wo1CJ�TEs '1NA111EA' O VERIFY EXACT LOCATION. NUMBER AND SIZE- OF SITE POWER STUBS AND EXTEND TO BLDG, SWITCBRD. 110 � 2 76 Sl 200 METALUX SS296-120 OL --- r AC . -- 60 I f" TGGGIE SWITCH MOTOR I�FITROILER WITH o.L PROTECTION. ._..-. -*----_---- _------_-__--- - _ I 100/3P 1- /4 "C-3#4 I -t t-�-~--~- '- i - 70' 4 VERIFY EXACT LOCATION, NUMBER AND SIZE OF SITE TEL, STUBS AND EXTEND TO BLDG. TEL TERMINAL. : SueSCR's�T LETTERS nrOK;ATE COhlTliollED CrtCurT'S. 12 '0 I 1 2 45 RS 10_0 METALUX SS240-120 DL __ _ r _ TW CU - -T-- - 13 0 4 35 RS 160 METALUX 20C44OA-120 LE3 EL4-IGF W. BATTERY 1 AC 70 !1- 1/4 'C-3/ OS 48'VX72'HXl2'D V.P. TEL TERN. WITH 3/4' PLYWOOD BKBD• ("1 CIRCUT SWITCH Am FUSES IN SN�TCH8c1ARO' _ _� _ ____ _�__ __ ___ -.- t -- i (00/3P ABBREVIATIONS DUPLEX RECEPTACLE L 3/4'C.- 1N6 CU TO GROUND, 14 !0 ~2 20 TGk4 SURE-UTES CAX31000-120 --- - W. BATTERY 10 p 2THWCU METER s(,cKET As PER POWER CO REWUIREAItNTS. +-- -- - _ - __, i 15 10'0 PERMEX P-1600 SELF POWERED EXIT r -� I " © 3/4' PLYWOOD BACKBOARD X4'X8' WITH DUPLEX RECEPTACLE AND 3/4'C-1N6 CU TO GROUND. 1- C-3 W.P. WEATHERPROOF METER SOCKET AND CURRENT TRANSFORMER PER POWER CO. REOUIREYENTS. 12/3P v.L VERIFY LOCATION IN THE FIELD. 07 ELECTRICAL CONTRACTOR TO INSTALL L WIRE DUCT SMOKE DETECTOR AS DIRECTED BY MECHANICAL $ WALL Nip s:NGLE RECEPTACLE +17 UNLESS NOTED. Op 1/0 WCU N.L. NIGHT LIGHT. - C.O. CONDUIT ONLY WITH PULL ROPE CONTRACTOR. �7 Z*C-3# F.B.O. FURNISHED aY OTHERS. INSTALLED AND WALL MOUNTED ouP1Ex CONVENIFIJCE OUTLET AT +12' UNLESS NOTED. /3P C= BY ELECTRICAL CONTRACTORS. 8 REFER TO HVAC SCHEDULE FOR FEEDER L DISCONNECT SIZE. ! — -- - O Q FLUSH MOUNTED FLOOR RECEPTACLE. _ —_-_�------r--s--- 20 f s' 3/p THWCU OONNE N.I.T.S. NOT IN THIS Sr SON. 15 SPECIAL OUTLET AS GALLED ON PL/WS. OOPPp N.T.S. NOTE SCALE. CU ER r.ONDUCTOR. AL ALUMINUM CONDUCTOR. FLUSH MOUNTED CEILING OUTLET. j O.F.L GROUND FAULT wTERRUPTER. I NOTE: U.C. UNDERGROUND. pD ® JUNCTION eox SIZED AccoRDNiG TO cooE. --- GROUND CONDUCTOR O.H. OVERHEAD. SHAM COMPLY W +46' INDICATES MOUNTING HEIGHT FROM FLOOR � DUPLEX RECEPTACLE WITH ISOLATED GROUND HU89E11 K:S262 AT t12' UNLESS NOTED. I --T------ - r T.C. OUTLET TIM CLOP( CON LTO CENTLR LINE a' in. H N.E.C.N.E.c. 230 k Lt)Cl1l cooEs. WALL TELEPHONE ounEr +,r uNE�s NOTED. WALL MOUNTED IWERCOM OUTLET +1Y UNLESS NOTED. -- - - — It FLUSH MOUNTED FLOOR TELEPHONE OUTLET- FLUSH MOUNTED FLOOR INTERCOM OUTLET. © CLOCK OUTLET AND CLOCK. O THERMOSTAT OUTLET +4'-O' UNLESS NOTED. rot STAPGARD RX4 DRQ FIXT W S 110 AVG VML —GROUND CO'4DUCTOR (S) TO - WATER PIPES. 0015 PIPES k E) MOTOR OUTLET AND MOTOR CONNECT". !2 TD '(3106NtM STURCTURE TO PERMAWM STRUCTUIM METAL STRUCTURE. a FAN OUTLET AND FAN - TRADEWIND /1560 UNLESS NOTED. GROUND CONDUCTOR TO FLY FAN PATTON /VAC-14 WYTH FLANGE KR AT 1? ABOVE DOOR. ' SERMCE EQUIPMENT.- 12 QUIPMENT.12 Np NR CURTAIN - CURTAIN AIR /F2A. �Fi1. WRNS D CONDUCTOR TO 'S CLEAN POWER PANEL. m CONTROL TRMtSFOP.MLR -- SIZE AS NOTED. GROUND CLAMPS ID -� FLOOR UNE — — — — m BELL EDWARDSEDWAR 3440 DCS 24V BUZZER EDWARDS 340-A CS 24V AT +8'-Ir UNLESS NOTED. 4 (2) 05 REBAR- '« * --E CH -.0'-0' LONG-- 4 ONG- 0 ® FLOW SWITCH CONNECTION. ;C 1 0 C7�NON FUSED DISCONNECT SWITM - SIZ': A5 NOTED. a -W----FOUNDATION lamp5 NOTES: pFOOTIEG _ • �7 SWITCHBOARD. 'W PANELBOAR�J. Cgm TELEPHONE TERMINAL. CABINET OR BACKBOARO - SIZE AS NOTED. r ;i y 1. ALL INDe000000OOR FLUORESCENT FIXTURES SHALL HAVE ENERGY SAVING BALLASTS AND LAMPS, * LIMIT SWITCH: SQUARE D WITHADJUSTABLE ARM is AMP - 125 VOLT. UNLESS OTHERWISE NOTED. MAX 4• ! we A' . 0 A A A o DISCNECT 2. ALL OUTDOOR FLUORESCENT FIXTURES OR INDOOR FIXTURES LOCATED IN REFRIGERATED - A. A. 2'Mw 2�rIN '�' �COM . START� WITH SWITCH AREAS SHALL HAVE OF BALLAS'i S. DAMP LABEL AND STANDARD LAMPS, BALLASTS, AND STARTER. SIZE AS NOTED APPROVED FOR VET LOCATION. 3. ALL CIRCUIT BREAKERS USED AS SWITCHING DEVICES SHALL BE LABELES 'SWD' TYPE PER NEC FIXTURE SUPPORT DETAIL SUSPENDED CEILING N 240-83(D). 4. COORDINATE LOCATION OF ALL LIGHTING FIXTURES WITH ARCHTECTURAL REFLECTED CEILING SECURE EACH LIGHT FIXTURE INDEPENDENTLY PLANS. 'F CEILING GRID WITH 1610 AVG STEEL VIRE AT TVo CORNIVaS DIAGONALLY UFER GROUND 5. CONTRACTORS SHALL BE RESPONSIBLE FOR ORDERING PROPER TYPE OF TRIM OF RECESSED ACROSS FROM ONE ANOTHETt. FIXTURE SUPPORT DETAIL FIXTURES TO FIT TYPE OF CEILING BEING INSI ALLED. * FAtRWERS NIE-MG 0 12 WIML Wwtta (LIFER DWG. 6. NOT ALL OF THE FIXTURES INDICATED IN THE SCHEDULE MAY BE USED REFER TO PLANS FOR FIXTURE TYPES AND LOCATIONS. `^�♦ W STATEMENT OF DESIGN COMPLIANCE m THE CALIFORNIA ENERGY CONSERVATION STANDARDS FOR NOW V RESIDENTIAL BUILDINGS HAS BEEN REVIEWED AND THE BUILDINGS DESCRIBED ON THIS DRAWING IS IN SUBSTANTIAL CONFORMANCE. G 6 V ` i ENGINEER ENGR. REG. NO. DATE W.P. U.G. PULL W.P. U.C. PULL SECTION SECTION - SING-LE LINE DIAGRAM NOTES W.P. MAIN SWITCHBCARD "MSA"_--,- -_-_ --- ---- _---- -- _------- WP_ MAIN SWITCHBOARD "MSC'----------___._-___-__- - r ---T---------- --, --� �– --T— `- 1600A-120 208V-3e-4W I I 1200A-12U/208V-311-4w V I I �a CONDUITS TO POWER CO. TRANSFORMER-VERIFY SIZE AND I I I I ( LL) NUMBER WITH SITE CONTRACTOR, 1'C-1113/0 TO 'UFER' GROUND AND COLD WATER 1600AS I I 1200AF ( <GROUND P_R N. E.C. i i CSS •L• i I I CLASS "L• I Z b /. SWITCHBOARDSHALLBE BRACED TO I I �1 I I I S3 S2 S2 S2 O S2 S2 I WITHSTAND 73,000A OF A.I.C, ---- ---- - 4p ALL SWITCHES SHALL BE 3 POLES- 250V FUSIBLE PULL OUT WITH L__ _1 _� PROVISIONS OF CLASS 'T' FUSES UNLESS TO POWER CO. NOTED. TO POWER CO. TRANSFORMER TRANSFORMER SEE SITE PLAN 04 17 t �o n SEE SITE PLAN i N � M �n co i r i () �a ALL PULLOUT BASES AND METER SOCKETS I I I I I I I _ n V SHALL BE CAPABLE OF HANDLING 200A (n (Aa a vV) V)) A` N a N D N N In a SWITCHES AND 200A FUSES, 2 2 -• L V I c ?_ �W► ALL FUSES SHALL BE BUSS 'JJN', s = - = I T TYPE UNLESS NOTED, O W Ld r - — ------------- - -- I I O SWITCH SCHEDULE FEEDER SCHEDULE A31 A_52 A4 A5 P C1 C2 C3 C4 C5 HP( I PL I O .. 0 NAME SWITCH FUSES NAME SIM I I O w - --- --- MAIN jISTH. BORAD "DSAI" US1 lOOA 100A FI 2- 1/2 'C-4#1 TWCU I------------- -- _ _ -_ -__� _ Q - --- 600A-120/208V--3P11-- 4W _ I L _ S2 20OA LOOA _ 2- 1/2 'C-4#3/0 THWCU I I S3 400A 400A F3 (2)2-1/8 C-4#3/0' THWCU I 200AS 200AS 1UCAS 100AS bOAS 60AS PART OF SITE 200AF 200AF iC+l. 70AF 0AF 50AF ELECT. CONTRACTOR. DATE - -- - -- ------ ( 3P 3P 3P 3P 3P 3P i ro �� S4 200A 200A F4 2-1/2 'Cn- ---- - - BLDG. C SINGLE LINE DIAGRAM JOB NUi+PERI SS 400A 400A FS 4'C.O. �-. ._. - - •----- - -- -- - -_ _. ,I aBLDG. "A" SINGLE LINE DIAGRAM N.T.S. PLOT DATE, S6 600A 600A F6 THWCU/2'C-4#350 MCM 3: U N.T.S. PLOT SCALE, S7 800A SWA F7 (2) 4'C-4#600 MCM z 3 wD THWCU O Q 1- U Z3 DRAWN BYI CA S8 600A 600A F8 (2)4'C.O. I ' ' 411 M cA 15660 SW PACIFIC _ 131JI1.DING "A" SHEET TITLE, (� N U r� U ¢ U In Nj' w � 1'Khl1l4-0019.I•E1,C96-11111611 S9 800A SODA F9 (2)41CA ■ I N, I .6 I 1 I I M " L P A . SHEET N0. O N O N V) V) O V) �MS~MI~�� CAIJ•AMA M/1RATION /Q MM 111 OAKS90M PAIA000, ItYD91 i:A (816) 7M-Ni�11��► E 1 AIL - '«,.' - 1 I 111 NOTICE IF THE PFZINTORTYPE ONANY rII III III III III III I I III III III 1�1111 I]IITIT-T I�f I�I III I I Ail 111 I�I 111 Ill III III I I III III I�f I1 flfTlf I�I I f CII IIl Ijl ► I I�I III IIIIIII III I�I III I I 1 IMAGE IS NOT AS CLEAR AS THIS NOTICE, I 11 I I I �� I _ I I I I I W 1 1 I�1 I I Sl__I�� _I I I� I I IT IS DUE TO THE QUALITY OF THE �Il Sa 6 -I' I _ �ltii_u_lu_u Lu��Illd�tl_ulllTu9t luTLZ �h�I�tuutll�4ltu�l�u►illtl!II_II�fItI tIIIIIIILII LIUlluuTi��t�uu tIIIdu�� 8I �e IL 9 11 I No 36 o" ORIGINAL DOCUMENT 111,"11,1!111911111111111 Lw�1bLu �S I L1 TIe�IR1 it iiiiiiiii �IIIIIIilllilllllll cul iuilu 1 �;1u�1�1�u�Iulll�ll�lll 2 s i t REVISIONS I i C I i I i W.P. J-13OX & DISC. SNITCH FOR SIGN TYP. PA-13,17,1 B ---HPA -8,11 13 PA-14,10 3/4'C-4#10 #10 3/4'C-410 f4'C-4/10 17 � 15 I 14 TYP I ' I I1 3 oI i 10 1' SHOP—A1 2 SHOP—A3 SHOP—A4 SHOP--A5 _ PA--10,12 - - - TYP 171 I � I 31 DEMISIN& YtA" TYP. i I ❑ 1 -- A2-5 C3 sl am m :3—�I N � C 4 fi r' 2 4 ( -- 2 - 4 Lj 2 4 3H/PA-2.4 10 - 1 - - - D CJ - - - U,I Z I ' U u- U Q Z a O W W Z � O O U Q 3 Q BUILDING "A" LIGHTING I 'ITE, JOB NLIHOERi PLOT DATE, -- PLOT SCALE, DRAWN BY, 150011 SW PACIFIC Tit 11 IANC9 "A., SHEET TITLE Phi'lJ-1111;9d,Fa.(•'►(�-Illll(rll dill l -- �� '. �•^� W. SHEET NO. L P � t�s a► .... •-a,:M . sM E 2 Colo Tho i t III m. - m NOTICE IF THE PRINT OR TYPE ON ANY I!I I!I lil !II I!I Ili (IIII IMAGE IS NOT A CLEAR AS THIS NO�10E PIE I�lil lil I I�I III I I!I I Ilf 1I4I1 Ilf III fll I�I 1 IIiI III I III I_wII I � t II I III I III I I�II I III I III I III II�'�II'I I III I III�I`1I I—II I III IIli�I1II III I III IIII�I I �--:�- mow- IT IS DUE TO THE QUALITY OF THE N..36 ORIGINAL DOCUMENT ��I "I" Z i 8Z LL 9 Z 67 E Z IZ L �8T 8t Lt 9t 4t tT St Z1 �tt i A L 9 4 f t; Z trui��ZZ r��r IIIL'lill! IIII IIIIIIII! IIII�IIII IIII Illilllil�lll�llll Illllilll Illlllllllllll�lll 11111 III�II�IIIIIIIII�III��II�III IIII IIII�IIII IIII !!!! !!!! IIII !!!! !!!! II!II11!Illllllllllllllllllll UIl�illl Illlilill 'llll!llll�lll�.Wllll llllll ll ll!lllu IIIIiN11� REVISIONS S .01 P 1 'i J. I 1� jr r p° --- i i / ,- __� -- ---- � - - - - - - - - - - - - - - - - - - - - -- - - - -- — - - - - - - - ' - - - - - - -- - - -- - - I- -- - -- - - - - - - - - — ! -- - - -- -- - - - - - - � �� / ; ------------ A2-10,12 A3,1-101214 L M-10,1214 A5-10, El i El/ I TMp 0--- TYP I TYp TYP j \ , 10 12 10 12 14 I 10 12 10 12 / 4 4 4 6 TYP 4 17 N 15 I / I 6 6 / 6 TYP TYP I AIP-1 6 I 6 O / I 1/2-C-2#10 a) a � 4 8 13 m A5-13,13.17 • ���r / 4 4 11 C DSA-3 DSA-4 DSA-5--kDSA-6 A2-7,9,11 A3.1-7,9,11 A3.1-13,15,17 4 A4--1,9,11 4 A5-7,9.11 4 O 1802 "Af U3.1-4,6— A4-416 AS-4,6 / STUB-UP INTO ACCESS. 4 a SHOP -Al- CEILING SPACE. 2"C.O. �p '�� �� A3.r SHQp "Al! 6 4 SHOP "As" / FOR TELEPHONE. 6 6 6 A5-8 , . 6 6 M-8 4 4 6 `, ,` PN 8 r, 3 PNC "A2" PNL 'A3.I' PNL "A3.2%—� PNL A4 W.P. MAIN TELE. "IrITTC" DISTR. BORAO "DSA1" A2-14 �-e A3.1-•8 PNL "AIL", "AIP" 3/4"C-2/6 A2-4,6 I31-16 W.P. MAJN SWeD. "Swed' 3/4.0-2/8 ki . HOUSE PNL "HPA" HPA-6 dr L 0 Z o 8d .nf I!A, PQWER PLANU,F DATE, It JOB NUMBER, PLOT DATE, s� PLOT SCALE, }, 114IF 15660 SAY PACIFIC FOR SPECIFIC NOTES, l,/C SCHEDULE, FEEDER SCHEDULE, A/C QUSE, & DISC. SWITCH REFER TO SHEET E-1. AVN Y' �x Ilk NIIv.1�001Ud,N:LC96.00160 041111 SHEET TITLE, .:i L P A k 'm.'IemN� lu SHEET N0, — I, >IOIIIM aMLI� X19` 7M-911! E .3 NOTICE. IF THE PRINT OR TYPE ON ANY �I III III lit III I�IIIII I If III III III 111(1 f�1 ( III I�fl�l 1 1IlII) III III III I(I III III I�jI�III III Iii I IIII! 111 III I I III !I1 III III III III IIIIIIIIIII III !IIII I __ _. IMAGE IS NUT AS CLEAR AS THIS NOTICE, IT IS DUE TO THE QUALITY OF 1 HE No 36 �x- ORIGINAL DOCUMENT `v �Il��lllllll�ii(II(Ili(((dll(f�(((I((((„(i►((�;�►►I►II�SII, ►,�►��►II���►IIIII�fiC►►►►►IIS,►IlIII��Il�ll„I��I�III►�►�►��;�,►►►;,III►I►��►�,h;III �II�SII►►►II.�I►.i.►���,►�III�►IIS I►��(►��►1►�►�►��►��i����I�►��►��►►�,���l�l � 1�►>���►�T��;��►1 psi •.Rr. `rs 's REVISIONS }' PANEL "AS•1" 0 rOM TO `ALL -. tzo/zoe 3♦ 4w------- -- ----�- -- _y `-2► MAIN: PANEL ^ VOLT: 120/208 30 4W BUS. 225A _ MAIN: PA14EL VOLT: 3a 4W BUS: 400A MAIN: PANEL _VOLT: - ---4W BUS: im � MAIN: � (PANEL V0LT: 1zo/zoe � 4w BUS: M � - - - — - ------- HPA M TG:SURFACE AIG: 1o,000A �.a. Mme' �MTG:SURFACE AIC: 1 o.000A Lo. - M TG: _- ,--- AI : 1 o, r._ — --- ---- M TG -- --. AIC; 1� '- — --7--T -, -- - -T------- - -r -- - -- ----1 ---- - r -T- — -T --.- - - - ---- --- _ -- A3 1 OOQA L.O.L 0 ;SURFACE _ ,DODO LO LOCATION NM MIS REC LTG LOCATION LOCATION 10N�piiil�0t, ♦A ! ♦ 8 ♦ C - LOCATION - _M W(R MIS NEC LTG LOCATION! I _._♦4 8 ♦ C �J - T­ LOCATION �.1� ICts1K N01't ♦ A ♦ 8 ♦ C 1 1L ii' 11KR MS REC LTD LOCATI014 ♦ A ♦ • C --- {, LTGt�t:Mra eKn 8 � LocATx>N � as ra wrlwa�ra LOC/IT10N aaopr us —T-T- — - t r -- m -7 cwt M�'�.u•. T -?�'n taFr us L?s x -' lax, , tai;p Lt s F�w� ,_ - 1 — -� 1 1 . P 4�• 4 � i 1 ;1 1000 2 • x f _ 1 / x _ 2 1 1 f x I x 2W -- --_ - . x i t .4 ° 1 to a� x X - - --~ y 4 I ° X ----' x- - 1 r tODO - 4 x ----- , / x __ _ 4 X - - --_- --- .. - - - *3 1000 x-- --� x ° +-�--" ,>fa1�, - • x ate+x ' X • �_ x % I ` i x- ; x `, - • ° t _—. . 7 _ _ _ _ — --- N�. 1 1 ttis 7 x _ x • X _ xoo • X X _ _ 1000 __ _ X _ � s W. � x xoo x +-- / x IoOo - x �' X • T +sem! x 1 11= 10' I ,X x • Iloo 10 ! 1 � f x ----- I • 'x -i x -- . 1 . x x t 1= I x x 1 1 12 ! x �X -- -- ! a 11 ~tom 1! - ' X . ------ I f _ _ a X11 _+ X . . . all - i x x i ;Ia x- -- ,0 M�. Q• t!�► M Ia t-'� .�' 1a .T. + 1_4 x - I�x14 1 ' 1 _ ��14 I 14 1 X ------ X 1• 1 -t x x 1• X x x 1• ✓� t. x . F----� �x x '- i 1• 1 •X- 40 x ---- �-- -_- 1• I x-. _ t X - 17 -+ ..- __- :- • X 17 X x 17x ,-, - 17 I • a --T- - X X �u 'X x 100 1• 'x x I x x x i --1-x-+-1° X - - , x I - x- I , X------- x -- 1100 - x -- --x-- x-T-' x -— �.- --. x x �. . 40 X „ x x � X X I ,x . x ,x x x 1x ,x _ I x .x_ x - -: t ,!a' L-� -;%- -- x , x as x x � x •!a �x �x 1 x I x _ X X x u_ I x l-x- x x - '- -- -. x �' x- - - --_-- !, x X -� I �— 'x � X . . . ;� �X � x . i� �,' 1 }� _ I x •� - ,X •_ -- - / 11 x i !71 �_ x ,X x .- . !7 x x X�._ v ,x --� X » —Ix� -,- -- -;x i 11 x >� x✓ i X x �x_ ' X 1 X » x a01 ,X . ' X X - t x x r X 1 x- ---- - X _x- ----- X X al x A X X . .-. at x ! x _;-_- i X al X ✓ I ,X , X x _ X X X _ J2 ' x X x i X-- �X X �' - --- x-- —-- X taa x j x X A - x j x ! jai _ ,x . —1 x . . . Lai a4 j z x x a4, I x X X _ X _ _ _ ` . -Y --------i x it---fir- X x x .x . . . . x.. I x i - - - x ►x .- . x . . . =X--t'� .X _Y ' x _ x u x ---- _ r x . . . I i X I I x I X 138 .x . . . x X as i ' X __ X '- X - u I X a ' I s % �, ,X_._ !: x . as i---x �• x • ` • f-x-= ,� x .----- x . x �o 'x x —.. x x x - . 41 X X -.- 41 ----- , , x 41 r4 x I , x x . x • x ___ �. r x X ' X x-- ---_ _ ^ x_ �' I X - ' CONNECTED VA: k 7Zoo 8: 700 TOTAL• - ZtAoo VA CONNECTED VA: A: x 8: x�-x TOTAL• x _ - CONNECTED V,*: A: x L. x C: x TOL: - -_x�vM �__ CONNECTED VA.A x �8s xC: x _ TOTAL: _ - x w► -CONNECTED VA W - A: •000 �8: F Q °000 TOTAL_w .- Z•,Z00 SAA (-CONNECTED VA W • ,A: X 0: X +c: x TOTAL,� X vl_; !CONNECTED VA WWw�CL• A; X - B: x C: x TIOTAL w Lww��• x VA CONNECTED VA W �M�X 8: x C: x _ �TI1L X w1 _— Iel� x a TOTAL AMPS: HIGH♦AMPS WAM 73 ! M TOTAL AMPS:x HIGH ♦AMPS W/LCL: x Lem M /LCL: , x M;TnTAL AMPS.x TNIGII!AMPS W/LCL x - - _ _�. TOTAL AMPS:x , HIGH♦AMPS w x O MM L1,EDLt,ED fff A d BOLE MAY =11TACTOR ! RELAY OONTACMR CWTROL 0 BY NOMCE11 ! 7W CLOOL Q SAME AS AOM BUT OWTIKILLED elf A 10 POLE RELAY OONTACt�01t I � j: tV � CD sie­ 1►.__ CD a Ia W IF ---1 -- _ PANEL VOLT: 3♦ 4W _— - ---- - , rp A�1 EL VOLT: 20/toe 3♦ — -- PANEL ! VOLT: 120/20e 34 4W BU S: 400A M A I N: - - -�------- • -- BUS: 225A MAIN. �31.1S. 225A MAIN: n, "W SOA - - »-- » — -T— "AIL! - ' - - - --"— - - •SURF _ AI C: 1^." I �o. Al M TG�suRFACE AIC: 1 o•0o0a - �- �o. AIL M TG:s l �o. M TG. SURFACE AIC 10 OooA I LOCATION LTG REC MM6 WM -� - dc�c M13 LTD LOCATION LOCATION TO MILS BKR _ eKlt.1118 L1M1 LOCATiON� LOCATION tT0 C Mle I OIQ i A I ♦ 8 4 C BKR MIS REC LTri LOCATION 1 ' x � _- t 1 + LT. t71w a�rlct 1 X ! 4 1 , x 1 ' z� j X x x s x �x t x : X- -�' _l°°° �° x x ' x x _ — x _ x — ' X ' w x • x ° X . . �. ° X X ° X i X > ' x 1000 d x X • x x x • X Q z . _ °40► 70 1 Ieoo e_ .TMS X 7 x - - • x - . -_ 7 x • z -- - ' = 0 _ aoo x �x _ X x _---- x - x — X _ 100 10 j x x _ _ x 10 x X x t0 ' X X a 11 12 '_ . • . �X t1 - x 1! X .T.- 11 ' t8 -t x . . . - � U) x--• -- ___ �_1�00 �i X - X _ x X _ X -- - ttMI01I1 fo Tat 100 _ 1 X la x X _ t14 t _ x x, 14 x y x x 14 x J 1•i t x . X '1• X 1• _x ._ x _ 1° 1• X . X 17 x 1•� I �X x 17 x _ 1• �x X 17 ^ - •� .X 1 (0 X I/• ✓ I- X X 19 x 'x :.-.__ x i• x — '0 -'X • •� _ W x— x x _X x X X - --_ N In ltd o x-. 1N %. x x , xx s• __x ; x U > x _� +>r x __ x _ x x _ _ x x�. - ' -- y-� ' x x !• AV a0 ;x . -.- x 30, -- + f x I al I x X at at r X f x ---- -- x -- a! - x -- - x xAl x X az 1 I X �� iia -1 a4I ( . Z x as I j x^. DATEo _ ' -_� L 34 x . . , X . . . . . • . .-- - a♦ +x . .-_.._ -. ,_. ._ , , t JOB NUMBER. X x X XX X X --._.._.._ —_T-- x _ + x x _ 138 x 1 f x .X PLOT DATEo X 40 X X x ,• x i x - 40 f x PLI]T SCALE- 'AA - --- -- �_ _-- - N- . I X44 �=--CONNECTED x42x X 1I � LamX X x 42 1 ' XDRA4N BY$ VA. A. X 8: X C: X TOTAL• X VA CONNE -, ----' —_ - . , -- --- - --- .- __-CONNECTED VA.-,As to,000 8; l0000 Q10400 TOTAL- ��-_ 0000 w► a _ CONNECTED Vk �A,• 0, Bs ++�. C: 10.000 TOTAL: _____ , 15660 SW P��ctFtc sHEf TIti.E� i. X . . x . , RI'II.I)ING A CONNECTED VA W CL X B. C. X TOTA�W]�p. x vI► CONNECTED VA wa. w. e. x C: x TOTAL www .Ca. a7,°oo vA CONNECTED VA x x c. x TOTAL.www .cx. _�►eoo vi► , _. _., - -- �- - - 1----- -.- - _ -- _-. -_ . - -? __ . _ I r�I ,t-oot �a.1 t.cn�-oolhu �<�rlt 1°" x M TOTAL AMPS: x NIGH ♦AMPS W CL x ; TOTAL AMPS:x HIGH♦AMPS WAW too TOTAL AMPS x HIGH ♦AMPS WACL- 104 SHEET NO. c°�oa I�' `i �OtN -.._.__ 1._ _-_ --1-- ---- - --- —_ I i e�Nli --�_GH --_-C ---- -- -I L P A • Is IOIMs x v► ccjr �ATmk a MM `� stow i F�ai�i�*� E - 6 . urw++rw.rr•.. Y•.ruaVu......aMb.Mv """' "•M.iyMRM... '1'15....R".1MMa1YMM..t.10L+1L� �.JYY Y.LW �`M.N/WNAYC'.wr•nI. 4..+MMq..naM1Y0.^►.M..+.•+•Mw...0 .. .+w4..1u. r' x w6•......,.. y nw.+..n...x•.nrww..-'ila . w*wM'..•ww.• aMnaaba.. r+1.rwMer.rYAwYMIMM•miMil.ww'twwwM••..•....-...... _..... ., ..... . '. NOTICE' IF THE PRINT OR TYPE ON ANY Tlr Ilt IIII111 i1i i!I III Ill Ill 171TI t t11'T tit111 111I III II► III Ilt III 111 ��� �!� IIMAGE IS NOT AS CLEAR AS THIS NOTICE, it l i I I I— �� I I6 IT IS DUE TO THE QUALITY OF THE _ _ _ No X 01-Aw. �•. y;d• ORIGINAL DOCUMENT $ I L 11111111911 8V,111�1111 t S IIIII111111I1111 ilIlllll IlllL11111111I11111111I1111 IIIlI111lI11!!(llll11111111 1lI1I11111111ll►►1 , 111111 Iuilt tllll� llillllll J11 1111 I 1 N r • / r -� z • EXISTING SANITARY SEWER ti MANHOLE IE = 205.80 0 / (CONTRACTOR VERIFY) - -•-----� - - -- - I 42.09LF 6*SAN - / OS-0.0050 3 if 205.48 Q" 19 379 L F. $", 1 15 Y;[AA`r St L k EMLN r M _ ` 4ol a ` _ _ oI _ 2 IE. 203.9 I 265 L.F. 2-1/2" q?9ci t �o , ' F 12"DI ^r 19 Alp 5•I✓�.> 5� 24 16 3 a S-000 LF.1: D¢ O 2 S19 2 100 L.F.F12"DI O S-0.0050 '" 0.0050 ' \ \ 2 2 ,E ,I G IE 204.98 2 JE 204.48IE ( I \\ 06.25 90?BEND 14 r 43LF 12"DI 27.80LF 8"DI \ � \ 1 1 24.80LF 8"DI •_. I \ / GOLF 6"SAN OS=0050 ,\ \ OS-0.0100 + 5ULF 12"DI 2 O 1 NOTES \ 05-0050 IE 205.83 90' BEND \ \\ Es I ' S - �J $ 1. STUB PIPE SEE i 2 � F _ r v' 2 O \ \ io N a. ¢ 38 L.F. 15 DID S=0.0511, 0 IE 205.55 `J \ � IE 203.59 J " IE 206.70 65.69Lf 6 SAN O2 CLEANOUT SEE 05-0.0050 C-6 \ I 19 5LF 2-1/2" --' I F.F. ELEV.=210.60 4 1n6 ( Cz C \ IE 20,14 0 0/ CATCH BASIN (LYNCH TYPE) SEE � 1� i IE 206.88 1 % C-7 I Z 19 B ! i \ �� 18/ 4 , G OUTFALL 3'x6'x18"DEEP CL 50 RIP RAP f a BLF 8" DI F.F. ELEV.=212.60 c` �� \ ` -- � - -_ `� TEE I v _ _ --------__._'"- ��' �9 C ► _o WYE y / \ -___ - _.r ____ ` •'� 2" DOMESTIC 6' FIRE 2 O7 W. AND DETENTION OUTLET STRUCTURE 65 LF 2"PVC 53 LF 6" DI IF 199.56 ` i C-7 IE 20311$0 08 CONSTRUCT FLATTOP M.H. OVER EXIST. STCRM LINE --� \ ~ \ •� - 20 LF 12'DI O9 FIRE HYDRANT ASSEMBLY SEEe�) - - ----_ '' ,.��d '� �� � ____11��_ -0.0050Z _� \ I W W > U �. \� 17 2-112E " 10 NOT USED 4 c 341 L.F. 6 DI g 3 IE. 04.93 1 g ' a Q 26 'F 8"D►---� ?!0 6• DI M -M----�--M M IM M 2 17 IE 204.40 11 WATEp METER BY CONTRACTOR LF 12" 4 41 �. i t2 DOUBLE DETECTOR CHECK VALVE , 0 Ir I I I I I 12 1 6 o in la.l � ` 1 199 5 0 _'Z Q , ' 13 CONNECT 70 STUB (D SANITARY SEWER [� C 9 / 20Lr t2"D! 2 �o -� MANHOLE 1E = 195.24(�IERIF`f) + i �1011!�� moi/ OS=0.0050 3 `� o 14 STORM DRAIN CLEANOUT & 90• BEND IE - 206.05 I 4 3 L IE 204.33 2�IE 2042. N i� ,1 6 , 15 STORM DRAIN CLEANOUT & 90' BEND IE = 206.30 ! .J Q Q p I I + t SEE WATER 100LF 12"DI� 5 90L 12"D; cc v ) 2 O VAULT DETAIL 2 OSao.0050 OS .0050 IE 203 fi80 THIS SHEET IE 204.33 1 F 2 t 6 12"x4'" TEE IE = 205.75 �' w O I I I v n s 2 3 OS 0.0050 3 4 17 22-114- BEND O I I I I I I ( IE 204.33 L I I I I I I I IE 205.0.7 IE 205.25 2 20445 IE d 204.4tZ5 I 1$ 45• BENZ) rO`` 1 198.5 E 204.40 19 90' BEND V t II G I _ G ' I i 2 4 i �•. I I I I - - i I 20 CONNECT TO ROOF DRAIN, SEE ARCHITECTURAL PLANS D all-F I I I -4 y 3 OS= 005 7 21 AREA DR4IN I } C - ` IF 204.4 I I I 1 1 F O 9 C.F. 4" D.I. O S=0.0050 4 ----- ~ � � 2 37LF 15-Di � �.J 47.35 L.F. 12" D.I. O S=0.0050 � O 0p IE 204.91 OS=0.0050 IE ELEV.---fir- o s � i J�Cf ?. 50 2 O / -212.10 1 CL / / 1 ' r--' 40'F 12" DI IE 205.53 -� pl 24 15.30 L.F. 6" D.1. O S-0.0050 LEGEND •..b�w L '..� as o.00so 3 > I Ca' / S -���� lE 204.81 46LF 21"CS � Imp LF Co" ^�•� / / ' 56LF 2" TEMPORARY �' 1� OS=0.0050 I ¢ PROPOSED' EXISTING ---- `�� `� / l l 7 7 AREA DRAIN ��rE X05.41 i ` {} E / I� ZU5(oi 44LF 12"DI ! FIRE HYDRANT `J leu e'a►c l - OS=0.0050 I u 2 f I r T// 0 J 31LF 2"W 2 U w METER BOX W" IE 197.56 J IE 2.05.61 25 LF 10" DI _ ® MANHOLE ft.., O ! a II t 0S=0.0050 2 v N h � :- 4 • CLEANOUT . ` '� !I;/ s1tF a pN g / �� �• 'xE' \\ _ 4 e -� A �c-o.0 IE 196.56 0 / ' ' REDUCER �� PRS O CATCH BASIN I / r�R \ �-��Np I N�f rf/ � � � 2 -w- WATER LINE --- ---- ________ ` ... I -ExISTrNc 8' TEE 2 N 1 1 x.457 12' WATER SD--- STORM SEWER LINE -$5 SANITARY SF_WER LINE - --- -- -• ` f ' I E v D C I ( � OREGON F.F. ELF•V.= + I BY UTILITY POWER _ _._.�. I: ._ 207.90 I � 2" METER i1 a^�o (I I� TEE 8 2-1/2' - Z.�ItER �- 7_1/2' METER fl /C�C BY UTILITY GAS G c j ! T " 9'x2'� -.20 LF s' WATER /l t x PiRES: 12/31/94 BY UTILITY DITCH i \ IEE _ 10OLF 6"SAN �/� FIRE / ¢ BY UTILITY TELEPHONE -- , - -� 1 ` -¢�!` OS=0.0100 �\ A c,j. T •� �`� IE 195.56 Exrs I1nrG ro WATER VAL VE N 12 WATER E BY UTILITY GAS VALVE k BY UTILITY 'TELEPHONE MANHOLE WATER VAULT DETAIL C� 2 - ---- - ----- ------- - --- - _--- I , BY UTIL11 Y POWER POLE -CI ',� �,�� IF 195 12 t NOT TO SCALE I I 1 BY UTILITY GUY ANCHOR /� 32.4OLF 6"SAN_l ^ t3 0`so I 1 TELEPHONE RISER O / ., _`. / / 0S=0.0100 `�- �- � 17!F 6" SAN o I l / /l /l •�- t 05=0.0200 ' EVERGREEN TREE / / // DECIDUOUS TREE / / 19 a I � I RU------ R OOF DRAIN 1 - � DS e UOW7�1 SPOUT 1' 1 t y TRASH ENCLOSURE + O) n- T. w q ,:.J SEE ARCHITECTURAL SITE PLAN - CD a LIGHT POLE �I � SEE ARCHITECTURAL SITE PLAN { d' ' r "' L a" S A L_F z Z4.. 40 0 20 40 80 160 " w 3 O 3 -- c� f0 -- -- -_ ( FEET ) T 217 r i SHE E t 15660 SN' P.\('IFI(' e v 0 1 Inch 4 ft. BU1111,I)ING "A" C, 2 1 2 ..:......._�...,._...3...........�.r,...... I - 4 t 5 t ..._�_. ..=.," 7 g NI:n1414-uulI►•t.N:t.('�)6-outbu H��rl l � I. l , ' yrrrrw-Tn...r •+.+•►:1r..on '.:.u.."n.. n. w + r w r w.., .. ...c"�••fR:"rrea'IM ur--.+,n ,,...w:a:trK,•wh..eaw•:..w.•+•w. w.. • .r!!1 ,•>• .t. w t y,Rd - r4u.A.•:a►r...ra•.r+r1111c. ` •wy .. � fir'A�/!'lINg1��Mil?+�17ArA '. 'xb� 't.7rxsww• r•,+ ,aw.,•.ar, �..r,_;.., _ NOTICE IF THE PRINT OR TYPE `�NANY I�� III ilI III II �i'I�I I VIII 111 111 I f III I�ill�l III 111 III SII I,I.I III IIIIIII III III III III ILI III III III I I I�I III III I 1111 III 111io II IIIiIII II'I I i I I I I I I IMAGE IS NOT AS CLEAR AS THIS NOTICE, I I 11 III I I�) T�m �C)US IT IS DUE TO THE QUALITY OF THE ` : ft ORIGINAL DOCUMENT � � � e�z�� � ( � I r III 1111111 III)II II IIIIIIII IIII�IIIIIIIU�IIII Il lllllllllllll�llll /III I!Illllll��lll III�IIU IIII�III III!I�IIII�I111 IIIIIIIII�IIII II11�!111.1111�1111 IIll�llll IIII�III' II11�111111!Il�llll 11111111111�11l11111�1111 llil�illl�llllu 11111111 Q I � ll a u�llllll�ll� `. 23'--6' MAXIMUM SPAN 112" MASTIC (TYP.,) - CONCRETE: fc= 3000 psi REINF 13ARE:ASTkof A615, GRADE 60 Az -d G *R 6- SIDEWALK I NO. 4 IN EACH TREAD •S=29 NOS/NL-. 2" CLR. a EXPANSION JOINT NO. 5 AT 12" CTRS 4` -^-DNCRETE 2 NO. 7 IN CURB 0 EACH Ln 'n \-2" OF 3/4"-0" COUP. ROC< 6 NO. 7 SIDE OF RAIL POST)FA •I A 3' 5' 3' COMPACTED SUBGRADE CON TR '77ON JOINT (�n- /C 2" CLEAR NOTES: 1. VAXIMUM SPACINGPEPEEN )PA IS FOR TOP OF EXTRUDED CURBS A*, �N T 112- R CURB ON -P-LAw N A SIDEWALK WHERE SHOWN EXTRUDED AND WALK,--­,, WA CONCRETE t 5' 5' MIN, CURB SEE SEE PRECAST AB URB. CURB NOTE: 5* MIN • I-EXPAN90N JOINT CONCRE TE 2. EXIS XPr OC771�1 W WOM JOINT ___j 0 �1 1�62 R-I' 6' EXIJ�% 1� N PFp%rDf g�PANSI T CONSTRUCT RAMP AF R PLANTER AREA WHEEL STOP '1��r,jU LOCATION SHOWN 112 Hc_1 5 AROUND 104EEL CHAIR RAMP. ON PLAN 3 CLEAR 1.5X 3. PR JOINT IN �YR PLAN I &a FXPANSIJ CA yx vu 4LJGN t4j. AT EACH POINT OF 4' 1/6- 1 6. FOUND ON UNDISTURBED (5 4. LOC�A7E �ONAK•+CIILYVJOJNNIMIXDEWGP015TOT 0" LIP 12:1 MAXS=2X0" L'P— OGRANULAR MATERIAL COMPACTEDLIFTS A.C. PA VEMEN F THE CONTRACVON JOINT INT 77-,F ABUTTING CURB. TO 95X OF RELATIVE BASEROCK 5. SIDEWALKS SHALL BE t�GH MAX. DEN St FY CIRECTION OF BROOMI C P -Irl DIRECTION EXPANSION MAX.MNOORMCA OHED WTH -- SUBGRADE OF TRAFFIC. J0flAJ T EPDXY BOND 5" MIN, SECTION A— A TYPICAL STEP INSTALL HANDRAILS PER MONOLITHIC CURB ARTA z EXTRUDED CURa " 2 w ADA WALK & PLANTER AR CONCRETE RAMP C-5 c & SIDEWLK -.-.-..---. K 3 SCALE: NTS SCALE. NTS SCALE- NTS 8"_ C-) .,C-5 SCALE: NTS U- 4- TO POST I I II II I NO7 N CURB EACH SIDE ' z ON HANDhAIL POST PC/PT N CROSSWAU< STRIPING FOR CURB INFORMATION R.0 14'. ROAD -r�2X 5' MIN. Y, SEE CURB DETAIL - NO. 5 AT 12" CTRL. 6 NO. 7 BARS 8' MAX. 1 a SECTION A-A SECTION A--A 72" MAX, 12" MAX, SIOEWALK STOP SIGN LOCA 77ON 01, 2X STAIRWAY (INSTALL 4" PVC SLEEVE & 5 Z Lu UNTIL PERMANENT SIGN SCALE: NTS C-5 INSTALLATION) 0S, 1 112" SID. WT STEEL PIPE 'K (SCHEDULE 40), ASrM A5G 1, -1 SECTION 8-6 MIN. f 36ksi GALVANIZE AFTER MIN. LAJ j:Zj 4" Ml 49RICATION. MAX. 8- MAX.3 U PC/PT SIDEWALii� E S ZIRE CONCRETE APRON. It Ln I V64ft fRON PRI VA TE Lu z CLEAR COMMERCIAL DRI VEWA Y ROAD _-j PLAN VIEW A A Q: z 0 3' 6 . 4 c641 �(4' FOR 8' SIDEWALK) L&J to FLUSH 0 3' CLEAR 34" MIN. HANDRAIL FOR STAIRWAYS ON PRIVATE PROPERTY IS REQUIRED 38" MAXCL . 6,fi 23" 4,.., ALTERNATIVE HANDRAILS MAY BE USED MIN. BUT THEY MUST BE CERTIFIED TO MATCH STAIRWAY -j 4" P.C. CONCRETE WITHSTAND A 200 LB. HORIZONTAL LOAD SLOPE APPLIED AT ANY POINT ON THE RAIL OR POST. 2- J14--0- AGG. BASEROCK 25' MIN RADIUS (TYP.) HANDRAILS SHALL BE CONTINUOUS THE* FULL LENGTH OF THE STAIRWAY. J" CLEAR-1 SECTION A-A FOR RAMP INFORMATION NOTES: SEE WHEELCHAIR RAMP DETAIL I. CONCRETE SHALL ATTAIN A MIN/MUM COMPRESSIVE STHENGn4 OF 3000 P.S.1. IN 28 DAYS. — FOR SIDEWALK INFORMATION 2. JOINTS SHALL BE SCRIBED .3/4- DEEP AND RAMP PANELS SHALL BE EDGED ON 4 ,SIDES. SEE SIDEWALK DETAIL STAIRWAY RAILING 3. SURFACE SHALL HAVE A MEDIUM BROOM FINISH, R,0.W 6 SCALE: NTS C-5 STANDARD CORNER PRIVATE ROAD ENTRANCE OFF WHEELCHAIR RAMP OF PUBLIC ROAD W/CLIRBS REFERENCE APPROVED BY DRAWN JY Ay' ;;-A TIGARD REFEREN(T APPROVED [4f Dr4A#M E3 CITY OF TIGARD GAA CAP WASH CO DW-203 CAB ORESCALE DATE DW� FILE CITY OF SCALE DATE DRAWN(; NO Cc < GN N T.S. REMSED 5-26-94 J:DETAILS/Nr--RAMP.DWKG OKOM N.T S. 7-9-93 J-DU TAILS\,PRV'-EN r DWG 2" CLASS "B" ASPHALTIC CONCRETE WHEELCHAIR & PRIVATE DRIVEWAY . BICYCLE RAMP s ENTRANCEP pp f f p SCALE: (SCALE OR NTS) C-5 SCALE: (SCALE OR NTS) 16,4574 6.4 5 74 8 r. f OREGTNI ani 16 TOP OF WALL A BAR A (SEE PLAN) EXPIRES. 12/31/94 COMPACTED SUBGRADE 6- 314--0- CRUSHED AGGREGATE A*� OR FILL TO 92% DRY DEA'.131 TY COMPACT TO 95X MAX DRY DENSITY BAR B al (ASTM 01557) (ASTM 0!557) 204.40 a- < BAR BAR BAR BAR BAR 6 6 A A 8 C 0 E K 0 H 6 F SEE �C-5 FOR hANDRAI 10 MAIL. DIMS. ci 8 PAVEMENT SECTION 7 c #4 #5 #4 #4 DIMS. A 7' 8* 12" 5' 12" 12 2.5' '05 0 8 NIA BLDG.G. "A SCALE: NTS C-5 012 015 010 01 01 #4 # #4 #4 H 5- 6- 1 12- 4' NIA NIA NIA 010 018 010 0113 NIA 18" 14 14 14 #4 d, 4' 6" 10" 4' NIA NIA NIA 012 018 012 018 N/A ,,05 #4 #5 #4 44 4" CONTINUOUS 9' 10" 18' 6" 121 12-1 3.5pplo.Of 2" 06" 06 0121 N/A FF ELEV. 4.5' 207.90 3" CLASS "B' ASPHALTIC CONCRETE PERF. PIPE NO 05' 00 y CONNECT TO 1• CONCRETE SHALL BE 3000 PSI MIN. COMPRESS/VE STRENGTH TOP OF WALK 9 201-00 STORM DRAIN 4 A ELEV.-25-T-30 j, A 4 0 IS 2. REINFORCING STEEL SHALL BE GRADE 60 AND MEET REQUIREMENTS 1�*X12" DRAIN ROCK - 10 OF CONCRETE REINFORCING STEEL INSTITUTE. u 3. ALL BARS 3' CLEAR OF CONCRETE SURFACE 4" 3000 PSI CONCRETE _\11AR C-\ " (314--0-) ROCK BAR 0 0.-.— C BOTTOM OF WALL COMPACTED FILL 10 (SEE. PLANS) -1— 0 1A.1 to 10. 1 1 #409- - cr) QL COMPA C TED SUBGRA DE 8" .3/4"-0" CRUSHED A GGREGA TF ui A OR F7LL TO 92X DRY DEN,151 TY COMPACT TO 95% MAX DRY DFNSIrY RAR E F Q 'veir (ASTM 01557) (ASTM D1557) BAR D z J__ 03 #JX 1'-8" 0 18" C A E ",_�,-UND/STLIRBED MAT-MAL Li uj z z K WALKWAY SECT/ON 1( 12 HEAVY DUTY PAVEMENT SECTION 8 - - 15660S%% V7 -K Lf) w z SCALE. NTS C-5 S(7ALE: NTS 4_6 RETAINING WALL SECTION BUILDING Ll 2 (vo 900,11 NTS SCALE. 5 SHEET 5p c I 2 3 4 6 7 NOTICE IF THE PRINT OR TYPE ON ANY l _I _._- 1I .._ I `�_L- I I11 I�IJIJ 1[11111(111111 f[IIIIII(Illf filly IMAGE IS NOT AS CLEAR AS THIS NOTICE, IT IS DUE TO THE QUALITY OF THE No.34 ORIGINAL DOCUMENT II IIIIIIIIIIIIIIfII(II�IIII IIII I!II (ill(IIIIIIIIf�llf�ll�llll IIII flll IIII (IIIIIIII IIII IIIIIIII IIIIIIII IIII ill! IIIIIIII IIII IIII Ilii IIII IIIIIIII IIIIIIII IIIIIIII IIIIIIII(IIIIIIII IIII�IIIIllillllllllllllillu L 9 19 Bob.- 0 yN jw � - CI.EAr?ANCE UMMIN a Z x 4 A A m PLAN VIP,' - Z ,. o 1 z NONSHRINK I r1 " GROUT PAVED AREAS LANDSCAPED AREAS © TEE PLUGGED CROSS WYE PLUG OR CAP " � 4' AC IN 2 LIFTS I SAW CUT'- E4Sr PAVEMENT MATERIAL I`i C) 12" A A" BACKFILL 4 C-- N K (� 9 NOGROUr K AS REQUIRED ti INCH MINIMUM YW�4 O _OW 1 ' s ® -- ® ooc FL i BEND PLUGGED CROSS TEE A TING �4c NO-1Lt 1 A,,FNNUO p�j• pF 12 IN. MIN. pw' TAIFL,gTPr A 1 3/1gN I OM = ' CLEARANCE T OPPPOSITE FLA AT rUP O GATE VALVE UND1STURBE� ENO T. .,.._.__.........,....�.�. ~ v , TYPICAL APPLICATION OF THRUST BLOCKS SOILc .b IZiJ � APPROVED tR R i SPLIT SLEEVE TAPPING n 2" OPEN GRADED ROCK c rllS yPRAA TT SADDLE ASSEMBLY `'�• ° • _ - •• P 0� ylrN, pN�p� RArN Q CARA AR11 T. &L —4_1�! p� PER ,U, ° O " , ' " o � AiN� SUM foNIG')ON. v 6" SUBGRADE COMPACTED TO .� >K.lml 0 i k OHL H SE NORMALLY EEXT �:NOTES: ACING STR ET WA MAX. DENSITY, AASH TD T-id W OR ACCESS. MAIN 1.) CGNCRETE THRUST BLOCKS TO BE FORMED AND POURED AGAINST UNDISTURBED SOIL. I � SECTION A-A W 2.) USE MINIMUM STRENGTH 3000 P.S.I CONCRETE AND KEEP CONCRETE CLEAR OF JOINT AND NOTE: g 0 �REAKA WA Y g0� T OR A(!, HYD. INRFNAD TO RE N.F.P.A.194, 4.1 ACCESSORIES. PROTECT JOINTS AND FI1?iNGS FROM FOULING BY WRAPPING THEM LOOSELY LANGE SYS 11ttMM N ONAL SrA DA D Fl HOSE. , ''PWTH 8-MIL. POLYETHELENE SHEETING PRIOR TO POURING CONCRETE. FIRE DEPARTMENT CONNEC TION (FDC) DETAIL Q C 3.) IF NOT SHOWN ON PLANS, REQUIRED BEARING AREAS AT FITTING SHALL BE AS INDICATED BELOW, ADJUSTED ADJUSTED IF NECESSARY, TO CONFORM TO THE. TEST PRESSURES AND ALLOWABLE �' --� NTS I,� - FOR 12' MAINS USE 12' TO 10" REDUCERS OUTSIDE OF VAULT SOLI_ BEARING STRESSES. 4.j BEARING AREAS AND SPECIAL BLOCKING DETAILS IF SHOWN ON PLANS TAKE PRECEDENCE ,•� (//\�_ , © - USE TRAFFIC BEARING LOCKING STEEL COVER (332Pj ` �. C OVER BEARING AREAS AND BLOCKING DETAILS SHOWN ON THIS STANDARD DETA:L. M THREE COVERS FOR 712 -LA Q o 5.) THRUST BLOCKS FOR PIPES 6 INCHES IN DIAMETER AND LARGER SHALL ALWAYS BE FORMED SIDEWALK VAULT © - FIRE DEPARTMENT CONNECTION (FDC) GRINNEL (� Z O r vara o MODEL F717 (90?� WITH B'�EAK BLE CAP, _� TO ECONOMIZE ON CONCRETE. o -� OR ENGINEER APPROVED EQUAL. W �- 6.) THRUST BLOCKS SHOULD NOT BE USED TO RESTRAIN PIPE WITH OPERATING PRESSURES GREATER CURB_ VSLSPWNFED D.D.C. SIZE UTILITY VAULT (NORMALLY FACING STREET OR ACCESS) I'-, '1 W Lo O THAN 250 P.S.L. USE RESTRAINED JOINT PIPE AND FITTINGS FOR .ALL HIGH PRESSURE APPLICA110NS. VARIES AyyyyyyyyA 50 TANDARf.� ,,ATALUGUE # Q /� - 4" SWING CHECK '✓ALV'= UL/FM LISTED. MUELLER -0. ) �HYDRAT BARREL _` V g MODEL A - 2120 -- 6 OR ENGINEER APPROVED EQUAL. i 0 TABLE 2 I;ATE VALLVE AWWA Br ARING AREA OF THRUST BLOCKS IN SCIUARE FEE f AVEC ANI A . N C-S00 MJ TO FLG. - - - - DETECTOR DOUBLE CHECK D.D.C.) VALVE BACKFLOW a QUGA � �(, 4 IN. 675-LA © PREVENTION ASSEMBLY. H RSE'Y MODEL CDC N p jam` 6 IN. 676-LA OR ENGINEER APPROVED EQUAL TEE PLUGGED FITTING TEE, WYE, PLUG 90' BEND ON RUN 45' BEND 22 1/2' BEND 11 114- BEND Qa 8 IN. 687-LA '�) - QUELL. RESILIENT" L A GATE VALVES UL/-FM LISTED / �' MUELLER CO MODEL A - 2078 -6 CfR ENGINEER APPROVED EQlJAi.. SIZE OR CAP PLUGGED CROSS Al A2 a _ gg yypp 0 r4 WA 10 IN. 612--LA © - MJ GRIPPER GLAND OR ENGINEER APPROVED F_QUAL. •4 1.0 1.4 1.9 1.4 -- -- FLANYGE TO LQOW I MAIN 6 2.1 3.0 4.3 3.0 1.6 1.0 -- ° 'A 5.3 7.6 5.4 2.9 1.5 '•0 LENGTH X ® - WATER PIPE DEPTH IS 3 FEET MIN. A GRADUAL TRANSITION TO D.D.C. 8 3.8 ° VARIES MJ MJ X FLG. DEPTH IS REQUIRED. D.D.C. DEPTH WILL VARY WITH D.D.C. DIAMETER. YDRANT TSE I ADOPTED FROM A.P.W.A. SID. N0. F2 55 ggi�pp ,�a 7SIZE VARIES-SEF PLAN) _ (� - 4 IN. DIA. STEEL PIPE; NPT X COMPANION FLANGE [ PERIL"HS LE ao _ NOTE: BASED EE ALLOWABLE '`�' �` n o`t� " 2" X 8" 1 INSTALL TAMPER SWI TCH TO VALVE, RUN WIRE IN STRESSIVE BOF 21 000 POUNS PER SQ RE FOOTS TO COMPUTE BEARING REAFOR DIFF`REJDTESTG (IF NEEDED) "' '� PRE-CAST PIER BLOCK CONDUIT TO CONTROL BOX INSIDE BUILDING. H, SSURES AND S L BEARING STR S S, USE THCFOLLOWING ':QUATTON: CU BEAtiING AREA = EST PRESSUREJF1 iO k (2000/ OI- BEARING STRESS) x (TABLE VALUE). 1 " x 16" X 8" PRE- „AST Vii UP BELOW P1 ER BLOCK • USE 4" VALUES FOR 3" FITTINGS. THRUST r3LOCKS_ HYDRANT ASSEMF3LY 2 DDC _ VAULT SCALE: NTS �- -�C-6 SCALE: NTS C-6 SCALE: NIS C- 61 Cc J C Q (n Q i'QED PROfFr �, 16,457 BACKFILL 2x4 OREGONAGA STANDARD CAST IRON PRE.IVENT PLUG NST PLUG TO , 16, -FlNISHED FRAME AND COVER c GRADE BLOWOFF & SE:URE •�CyPC���' 2x4 IN PLACE WITH FJ T 2' PVM'T. -D.I. BEND GROUND TRENCFI BACKFILL EXPIRES: 12/31/94 2 VM TAPER t TAPER SURFACE _ r' EXTEND AT I_EAS1� [ l IA 12" ABOVE SURFACE I.E. -- D.I. NO -- WA TER TIGHT s HUB BEND PIPE PLUG �AS NO Da -SERVICE CONNECTION I i ALTERNATE 8" DIAMETER i..� FLANT FABRICATED MAGNETIC TAPE MARKER: DRILL 1 2" DrA.-�'"` � -rte 6 CONNECTION PIPE RISER TEE FITTING ON SEWERS GREEN w/ BLACK LETTERS \ WRILL ON F--- DETAIL 18"AND SMALLER. FIELD (WASTE WA TER) THREE SIDES, I C REMOVE FACTORY �� TAP ON EXISTING SEWERS GREEN w/ BLACK LETTERS 8" BELOW RIM. CLEANOUT I PRESSURE TREATED I -FLEXBLE CAP AND NEW SEI'VERS LARC�F_R' (STORM DRAIN) PLUG f FLEXIBLE COUPLING AS THAN 18" I COUPLING REQ(IIRED SEWER PIPE PAINT> DOORANGFOD KER- INSTALL. TAP LYNCH TYPE - I ADAPTER NDS-3016 - 00_ CATCH BASIN i-__ D.I. PIPE - - PER AL1. 'A' SPOOL / TEE W/28" QUARE '' I I.E. OR B y c' _ FL W APP O �R ' - AS NOTED r - SEWER MAN ^ EQUAL) �� OR LA 1T:r:.IL n Q f _ �_ BUILDING SEWER PIPE', a z " MIN. 4"-•0"--J SEE ABOVE FOk SIZE AS �ECIFIED 19 x o 4 1 3/ PIPE ZONE AND ALTERN.AIE C.R. COMPACTED 2' ._ 0" UWV PIPE-1 SEWER PIPE ,\`•.' ; MINIMUM SLOPE FOR BEDDING _ BACKFILL MATERIAL CONNECTION BACKWATER VA L REMOVABLE CAF v a 6* PIPE=0.0110 FOR I rJ n. Q SQUA AS SPECIFIED DE,AIL. 4" P.V•C. NDS-475P SLEEVE, SIZE AS OR PLIJC SUPPORT TEE WITH- 4" PIPE=0.020 X3/4"-0 PIPE ZONE a NOTED ON PLAN BEDDING GRAVEL, MATERIAL AS SPECIFIED I �' MINIMUM 2'--0" WIDE :' , CATCH BASIN_ (LYNCH TYPE ' 4 _� BAC,KWATER VALV 5�;1 PIPE _TERMINATION ___ 6__) BUILDING _.�E�'yV 7 � �I SCALE: NTS USA STD. DWG. NO. 300 C-6 r„ SCALE: ITS �C-6 SCALE: NTS C-6� SCALE: NTS C 6 i 14660 SW PAC'IFIC cp PKN194-0 194 EI,C96-00160 I Ilofl I °' a I a I z cl In !a Q LLjI Z ��+ SHEET 6/7 1— El C - 6 3 4 1 _ 'S 7 � .,,-,.,. .. .....,...,.. ... . ..._. _...... ,_..,,.r ...• ... ... .. -.. ..,....,.•,...-.w. ...".«"."".,".....�..."...»n,".-.,e..e,.+.�,. ..... 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BY 4"--` -CAST IRON COVER WITH > r+ THICK, CONCRETE PAC WORD 'WATER' CAST IN TOP SURFACE. j A � y IF SPECIFIED � � lit I5 MOUND . REMOVABLE WATERTIGHT _ _ � _ COUPLING OR FLANGE REMOVABLE THREADED v HAND TAMP BACKFUL,­_� JL 12'' DCAP WITH 10.65" 01A. #6" DIA o MOUND DRAIN ROCK AROUND TOP SE'C770M DRILLED ORIFICE 0. 10 PROVIDE 0.5' _ r COVER D.1 P .P. ` SELECT '�� 1.5 6" MIN. CAST IRON TOP SECTION NATIVE `' BACKFILL24" DEPTH SELECT GRANULAR __y� 12" MAX. BACKFILL O 951K DENSITY c_ r__ -VARIES, SEL-ECT GRANULAR �\�����,'�!/ � \`���� � CAST IRON B01-T(hit SECTION. - ATI EIA KFILI. • 90% DENSITY' \�/,���\\��\��' 1 � �" —ECFV ON PER SECTION 314"--0" -SILT CONTROL GE07FXTILE FABRIC 1< 9C7 BEND DOWN MAX. SELECT -12" MINIMUM GATE VALVE GRANULAR \ MATERIAL - n --4" PERF PIPE ASVE SIZE SPECIFIED NON ENSGA -L 095X DRO,R' ROCK DENSITY 4 MINIMUM (1-1/2" - 0") • NORTHERLY POND Q J Li. C) + 18" ,J �O TRENCH_ _ TRENCH _ DRAIN _ ELBOW -RES-7,_ _ 2 GATE VALVE 3 RI CTOR ' 4 SCALE: NTS C-7 N.T.S. C-7 SCALE: NTS C- 7� J N.T.S. C-7 i t I W J CD L i 1 W � u LOCK OUT LLOCATE M.H. COVER N AS REQUIRED OCA TIONS Z N AND FRAME OVER -I O 4 LEDGE OF AT L%l '``�`� z C) LEAST 12" IN WIDTH E ^ OI a V N A 0 � U FRAME do GRATE AS --'� SPECIFIED-BOLT DOWN k FLEXIBLE COUPLING -_ ^� GROUT �-- z REMOVE UPPER HALF OF PIPE 00 INSIDE M.H, Q1. SASE-IN-PLACE 12 0 3 Sl t 2 1 a O � D ,, BELL SECTION B—B TiJ DETENTION RESTRICTOR 00ORIFICE DIAMETER - STD. CA5- IRON MA TCHED 64" MIN. CiVER A"'.1) FRAME i:iY. l7/SAyG s c tEgT SECTION A-A o OVERS/?ED CATCH BASIN cC PER US4 DRAWING 11:0 MAX. 27" ff OM - - -SET FAME IN Q Ln TOP OF FIRST c TEP NON-SHRINK 370 WITH STEPS. NOTES: ALL PRECAST SECTIONS SHALL TO TOP OF CASTING GROUT CONFORM TO REQUIREMENTS OF 8 ELEV. 205.4 ELEV. 205.40 *ELEV. 213. 7 - ASTM C-478, ALL POURED IN Y *ECFV ?120 II i STANDARD 48"- ECCENTRIC M.H. PLACE CONC, SHALL HAVE A 28 - M.H. RISER _'�,.r TOP DAY STRENGTH OF 3000 PSI & STANDARD CAST IRON 3 �_( I I" " r 2"-4" SLUMP. /(\����aO PROFf�Cyjl *4 FRAME do COVER - -�-" = !'- 48 FOR PIPE PRE ORMEO c204.4 p 1 -I 24" OR LESS - f PL4STIC /4�: t \ WATERTIGHT PIPE PLUG: *2'2.0 �-"-- 2 � ,` i�` m 60,. FOR PIPE - GASKET L= ORtcoN A.C. OR FINISH GRADE r I --LI Q i -r \ -DIAMETER MAIN LINE 20,1.14 J _ ---, !-- Q o 1 OR LARGER --- - o n 4-142" X 6^ -- r� F! �t � I --- STP. M.H. ANC OR BOLTS ��. 2" SQUARE CONCRIETIF BLOCK *211.53 �- I I g FRAM do COVER WITH A 4CHOR BOLTS 13 / PIPE 0.D. +1" �� ` � VVV PAVEMEN T '- CLEARANCE SPACE '--- CLASS "B" BACKFILL AS FINISH GRADE EXPIRES, 12/31/94 VERIFY SE I�' FRESH 41 ` -� BETWEEN CONCRETE SPECIFIED FOR A MIN. OF 6" -� BLOCK AND PIPE, AROUND CLEANOUT CLEARANCE CONCRETE do J ___ 21" OUTFLOW PIPE 1 COA PACTED GROUT PACK WITH FELT OR GROUT � 12 OTHER APPkOVED *12" OUTFLOW PIPE 3/4"-0" PRECAST CONC. s MATFRIAL. 4' P F, PIP - 12" MAX. FOR v ° CRUSHED COVERCL e F LL OND r) �'f?OCK , Q CONC. PIPE \ •� _- o '---- PREFORMED PLASTIC o CONCRETE �, Q _� ENCASEMENT I.E. = 201.00 o r '. UNDISTURBED v G,A SKE T * - to �+•.. 6'- 0" MIL,, � EARTH 1.E. — 208.00 \ 1 - 8 MIN. • - 201.00 INSIDE DROP MAX. REMOVABLE THREADED CAP *I.E. - 208.00 2'-0" VERTICAL , wav saE r+s y+tiwr+ o) ai w �.� WITH DRILLS 1 4 DIA. ORIFICEDISTANCE, FLA l T P R SHA L W I J VER T TO INVERT iis; ti � ,, `,, %2" L A YER ----�Q- COMPACTED MANH ?LF� OPTION • _ �� BASE MA TERIAL lN... • NORTHERLY POND :7. SECTION A-A 314"_0 I r ¢3 m � Z cl U t j S U lY G1 STANDARD CLEANOUT CLE�4NOUT FLOW CONTROL .STRUCTURE SE_CTION� �� "_ TA_ND_ARD S_T_0_RM DRAIN MANHOLE _MANHOLE v � N.T.S. -� C - 7 SC.'ALE: NTS USA STD. DWG- N0. 010 & ?20 C-7 , SCALE: NTS USA STD. DWG. N0. 010 & 020 � ml aW. r wA m h a 01 I TZ z w z F_ Z I;()I,o SNN PACIFIC 0 Bl'II.UIN(; "A" SHEFT 7,r7 uj L) P h N 194-00194,E 1X96-00160 I l orl l 4 C ,... 7 cn 1 2 t .i 1 c- 6 -7 . .. s,r+ »..-... . ,.,.,r,.•, •..^n"<.a.r+q"r"...... .. ,., rF.. ...ir'Y _M�t' "k'1" �;.Illy, '7,;�M!.... . .. 4x1M` ., ,.^,<..,.r'LMr ,Xu. arSC -',. .,.. „ ...». n •+,. "„ NOTICE IF THE PRINT OR TYPE ON ANY f(f f(l III I(I I(I I I I I I I�I Ill I l l I T 1�T I I III III III III III Ill I S I III III Ill I I I l l ill III I I III ill I I I I I III III III I ! 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