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NEW FLOOR PLAN NOTES <br /> DEMO NOTES : 1. 80 DIA. GALV. STEEL COLUMNS W/ DOWNSPOUT, <br /> 1. REMOVE ALL CONCRETE AND APPURTENANCES TO A LEGAL TYP, OF 4, (SEE STRUCTURAL DWGS.) <br /> DISPOSAL SITE. � 29'-4* CANOPY . NEN CONC. PAVING PER CONC. PLAN. <br /> 2. COMPACT IL I W RELATIVE COMPACTION 3. EDGE OF ROOF OVERHANG. FIELD VERIFY <br /> A.CV !I T T ECTION VOIDS REQUIRED.MPORT AND COMPACT NON-EXPANSIVE BASE MATERIALI » » » t F OVERHANG DI I T <br /> SAW CUT A.C. PAVING 3 <br /> A.B.S. OR P.V.C. ROOF DRAIN PIPE. EXTEND <br /> 1COLUMNSCIA - SEE ROOF PLAN. <br /> ► �» » 11— 1 »( <br /> AND REMOVE 2'-0* BEYOND I f- A2 FROM ) OUTLET TO <br /> (E)) STORM DRAJN - SEE <br /> AREA F I L1/ a <br /> IF EQUIPMENT ALCOYE -Q2) 16 5. NEW 3" DIA. PVC ABS ROOF DRAIN FROM CANOPY COLUMN <br /> I T40. <br /> ) , �� a T <br /> EXISTINGGn <br /> - PIPING . <br /> +48 7. (E CLARIFIER, SEE CONCRETE CLARIFIER TEST PROCEDURE <br /> SHEET <br /> Z(E) A.C. <br /> SLAB <br /> R. <br /> , °S T 14 , . ) F T <br /> ZA-_A- <br /> . IEXTENSION <br /> PIPING PER DETAIL l/A2. <br /> ( ) , CLARIFIER. D 12 <br /> f <br /> IFIELD VERIFY CONDITION PER CONCRETE E <br /> j CLARIFIER TEST SHEET ( } CMU WALL <br /> (E) VEHICLE LIFT TO a 0 11. (E) 3'-Ow ENTRANCE DOOR TO SERVICE , <br /> BE REMOVED BY PAC F ? 8 <br /> 15 <br /> BELL ( ) I I f I f ► ► � f f a 12. 1 1/2- GALVANIZED STEEL w40 SUCTION PIPE FROM <br /> � <br /> f I I f I I w ► I` f f l r <br /> ! ! IEQUIPMENT» . <br /> u 13. FOOT VALVE WITH <br /> SET VALVE AT 240 FROM <br /> . <br /> f I I f I I f ►► f 1 f I T BEFORE <br /> '� z TURNDOWN. <br /> 3 I ► ►� 14. » PVC CONDUIT FROM LEVEL SWITCH TO TRANSFER <br /> ROOF DRAJN OUTLET AT GRADE 18 <br /> 8 D 15. FREE FLOATING LEVEL SWITCH TO TRANSFER PUMP RELAY. <br /> (E) ROLL-UP { WD OVERFLOW OUTLET AT 12C4 N SEE SECTION A-A, SHEET A2. <br /> DOOR 0 { <br /> 1 . » . F SEE <br /> _ ' _ 1 ' <br /> (io <br /> "'--BACKFLOW PREVENTER T { 1 1 . I Y » REDUCED PRESSURE BACKFLOW <br /> (E) CMU <br /> I I I <br /> BB ON OUTLET OF BACKIFLOW <br /> L I TO WALL <br /> EXISTING I EXISTING i 1 I i . <br /> ® ON » I <br /> ( } R— » <br /> NEW PIAN <br /> r <br /> 114" 1a— * <br /> N c X EQ u PME"N"T & <br /> EX"IS"FING 'pr"L `O AND D'EMOLITION LAN 1'—Q» 2Q'—O» PAD 1$—O» ELEC"TRIC"AL NOTES <br /> SCALE: 1/4" 1'—O» <br /> A. NEW 1 1/4» CONDUIT WITH 348 & GROUND THRU WALL <br /> WITH LB DOWN TO SWEEPS AND UNDER SLAB TO RISERI <br /> EQUIPMENTC . <br /> MOUNTEDB. WALL F , <br /> CIRCUITS. <br /> C. TRANSFER PUMP & WASH PUMP, SEE <br /> 2,000 GALSHEET Al <br /> TANK <br /> CL <br /> a� DBL GATES 2,000 GAL D. RECESSED LIGHT FIXTURE, SEE BLDG. SECTION, SHEET A2. <br /> TANK <br /> 00 E. SURFACE MOUNTED WATERPROOF INCANDESCENT LIGHT FIXTURE <br /> 1 » t » 4 0-90 { 1 { WITH LENS GUARD & WATERPROOF SWITCH. ISSUE DATE# 00-00--00 <br /> TP% L. ... . . .. ...�. .�. .., ... . .� D RWG# CLLC##-##-YRMO <br /> .. 1®- » '— » 1'- » 1► » UO' EAVNGAN SHT# Al , M1 , S1 ##### <br /> w"'d <br /> ISSUE DATE# 00-00-00 <br /> ,. 1 1. I . E . DRWG# CLLC##—##�—YRMO <br /> — SNI# AI F I 1, 1 , S1 ##### <br /> & FTTTINGS ABOVE SLAB TANK, SEE <br /> 2. MEW DETERMINE THE FINAL SLOPE OF PAVEMENT IN THE REVISIONS AUTHORIZATIONS <br /> "/I IL I L, 1 I T T . INCREASE ULT IFINISHED <br /> 8'-Om I <br /> 04 <br /> PAVEMENT <br /> C84 zi:( L F I » NO. REVISIONS / AUTHORIZATIONS DATE BY <br /> SCH. 40 M IN <br /> ld- r3 T R <br /> .rj L _ <br /> lam TRENCH PER DETAIL(ip A2 <br /> " .-0I �� . TOOLED CONCRETE JOINT, 1» - 11/ » DEEP FREAM FOR W 01/30/02 SEI <br /> f , 8w THICK CONCRETE - SEE DETAIL `- 1DMIRONIMMAL HIE&TH OOMIAENTS 01/15/02 <br /> on <br /> f <br /> TANK S"mLA'br% P'L AN <br /> { { 6. NEW COLUMNF _ PROPRIETARY PACIFIC ELT INFORMATION <br /> f f . : 1/4" »1'— NOT FOR GENERAL USE OR DISCLOSURE OUTSIDE OF PACIFIC BELL <br /> » UNDER EXEMPTIONS SET FORTH IN THE CALIFORNIA PUBLIC RECORDS ACT. <br /> R f R i f pTHIS INFORMATION MAY ONLY BE USED BY AUTHORIZED PERSONNEL OF <br /> 5TC 99THE LOCAL GOVERNMENT AGENCY IN CONNECTION WITH APPLICATION FOR <br /> f f a f I PERMITS AND AUTHORIZATIONS FOR BUILDINGS, CONSTRUCTION, AND/ OR <br /> ® ff f f » » ZONING CHANGES. <br /> { f I 1 . SCH 40 S11. <br /> f f { IFOLI) PIPE DRAWINGS PREPARED FOR <br /> 1 <br /> :2 90 BELL <br /> ZD C FIC oril <br /> f f I <br /> ( , SIGHTLIQUID LEVEL LTYP. <br /> I f 4 » »"HIL110 2 GAL. POLYETHYLENE <br /> .° ` ! { II 4 PROJECT <br /> • ` ..A ' 1 I , E T <br /> { Q { OF <br /> a <br /> e0'0�1 ON (MIN.) ANGLE, c TRUCK WASH UPGRA DE <br /> 7-F s j 2300 E. EIGHT MILE ROAD <br /> - _ CALIFORNIA <br /> � � PIDLYETHYLEN TANK � <br /> o. ,P..,..... .... ;,. 4 <br /> PROJECT DATUN <br /> 1 . f <br /> •^- » » <br /> SHEET <br /> 07» 22 <br /> PLAN VIEWS AND NOTES <br /> COL. COL, ,, ; <br /> TANK RTESTRAINT TANSELEVATIONN ,0 9 , <br /> SCALE: 1 1�2» 1'—O» SCALE: 1,f4� 1r— » OFC <br /> ESTIMATE/ ROUTINE ORDER: DATE: 11/15/01 S AS NOTED <br /> 4 I UP 317E D I CHECK <br /> "NON "'R"r"E & 'PAVING TPLANP InC D AUTHORIZATION: <br /> ` SH OF: H SHEET O. <br /> 11 . (707) 765-1660 PACIFIC BELL DRAWING NO.: <br /> JOHNSON, ARCHITECT , RAY, CIVIL ENGINEER Al <br /> AUTHORIZATIONi <br />