Loading...
HomeMy WebLinkAbout2061 C1 Y OF RANCHO CUCAM- -ONGA NEW 12KV SuBS rA''''TION PROJECT LOCATION RANCHO CUCAMONGA __j UMUU� , �' U A L-101100 1p;w-,wiC7E:10t 3tUr0- --II GENERAL ELECTRICAL NOTES: ABBREVIATIONS: 1) GENERAL: THE FOREGOING GENERAL NOTES AND MECHANICAL NOTES SHALL APPLY TO ALL 16) DEMOLITION: DISCONNECT AND REMOVE ALL DEVICES, CONDUIT AND WIRE NOT BEING REUSED A = AMBER, AMPERE MTG = MOUNTING ❑�❑( ��� AC = ALTERNATING CURRENT MTR = MOTORU WORK HEREUNDER. WITHIN REMODEL AREAS. DETERMINE FROM OWNER EQUIPMENT TO BE SALVAGED. REMOVE ALL A.C. = ASPHALT CONCRETE MBS = MANUAL BUS TRANSFER SWITCH QU LJ ��o°�� OTHER FROM SITE. SEAL ALL UNUSED FLOOR PENETRATIONS WITH APPROVED FIRE RATED c�oI_j C3 2) SCOPE: THE CONTRACTOR SHALL FURNISH AND INSTALL A COMPLETE WORKING ELECTRICAL ABANDONMENT PLUG. RECIRCUIT AS REQUIRED TO LEAVE AREAS ADJACENT TO REMODEL IN ALL = ALUMINUM A = AIR CIRCUIT BREAKER MVA = MEGAVOLT AMPERE ❑�❑uu i0 SYSTEM AS SHOWN ON THE DRAWINGS. IT SHALL, AT PROJECT COMPLETION AND BEFORE FINAL SERVICE. » `'00 ACCEPTANCE, BE DEMONSTRATED TO HAVE A COMPLETE AND WORKING FUNCTIONAL OPERATION. AM = AMMETER (N) = NEW (- 17) EXPOSURE TO WEATHER: ALL ELECTRICAL DEVICES AND EQUIPMENT INSTALLED IN EXPOSED AS = AMMETER SWITCH N = NEUTRAL 3) CODE COMPLIANCE: ALL WORK AND MATERIALS SHALL COMPLY WITH THE CALIFORNIA LOCATIONS SHALL BE PROTECTED BY SUITABLE NEMA 3R ENCLOSURES, CAST STEEL BOXES WITH ABT = AUTOMATIC BUS TRANSFER SWITCH INC = NORMALLY—CLOSED t J� ��❑ GASKETED STEEL COVERS, OR OTHER ENGINEER APPROVED METHODS. ALL FERROUS METAL AVR = AUTOMATIC VOLTAGE REGULATOR NO = NORMALLY—OPEN ELECTRICAL CODE, (CECALIFORNIA CODE OF REGULATIONS, (CCR); OSHA; AND ALL OTHER LAWS, PORTIONS OF ELECTRICAL WORK EXPOSED TO WEATHER INCLUDING CONDUITS, CLAMPS, SUPPORTS, AWG = AMERICAN WIRE GAUGE NEC = NATIONAL ELECTRICAL CODE _ ORDINANCES AND REGULATIONS HAVING JURISDICTION ON THIS WORK. ETC. SHALL BE HOT-DIP GALVANIZED. NEG = NEGATIVE BATT = BATTERY NIC = NOT IN CONTRACT 4) UL APPROVAL: ALL MATERIAL AND EQUIPMENT WITHIN THE SCOPE OF THE UL REEXAMINATION BIL = BASIC INSULATION LEVEL NOM = NOMINAL SERVICE SHALL BE APPROVED BY THE UNDERWRITERS LABORATORIES FOR THE PURPOSE FOR WHICH 18) DISCONNECTS: MOTOR AND CIRCUIT DISCONNECTS SHALL HAVE AN UL LABEL. DISCONNECT BKR = BREAKER NOR = NORMAL THEY ARE USED AND SHALL BEAR THEIR LABEL. SWITCHES SHALL BE SUITABLE FOR AREA WHERE THEY ARE INSTALLED, I.E., WEATHERPROOF, AND NTS = NOT TO SCALE SHALL BE RATED HEAVY DUTY. USE ONLY 600 VOLT CLASS WITH PROPER NUMBER OF POLES. C = CONDUIT, UNDER 600V 5) SUBMITTALS: SUBMIT MANUFACTURER'S DATA FOR LIGHTING FIXTURES, DEVICES, PANELBOARDS, SWITCHES SHALL BE FUSED UNLESS INDICATED ON PLANS. FUSES SHALL BE DUAL ELEMENT TIME CAP = CAPACITOR OC = OVERCURRENT LOCATION MAP SIGNAL SYSTEM EQUIPMENT, ETC, TO BE USED ON THE PROJECT. SUBMIT 7 COPIES FOR DELAY UL CLASS RK5, OR PER EQUIPMENT MANUFACTURER'S REQUIREMENTS. PROVIDE ALL CKT = CIRCUIT OCB = OIL CIRCUIT BREAKER APPROVAL. DISCONNECTS WITH AN OPERATING HANDLE WHICH IS LOCKABLE BOTH IN THE OPEN AND CLOSED CONC = CONCENTRIC OH = OVERHEAD NOT TO SCALE POSITIONS. CPT = CONTROL POWER TRANSFORMER OL = OVERLOAD ELEMENT 6) SLEEVES AND OPENINGS: PROVIDE FOR ALL SLEEVES AND OPENINGS REQUIRED BY ELECTRICAL CS = CONTROL SWITCH 19 PAINTING: PAINT PANELBOARD AND TERMINAL ENCLOSURES WITH TWO COATS SEMI-GLOSS CT = WORK, AND COORDINATE WITH GENERAL CONTRACTOR. ALL OPENINGS AROUND CONDUITS IN CURRENT TRANSFORMER P = POLE SLEEVES OR HOLES SHALL BE SEALED WITH A MATERIAL OF EQUAL FIRE RATING AS THE SURFACE ENAMEL IN COLOR MATCHING ADJACENT WALL. REFINISH MARRED OR DAMAGED FACTORY FINISHED CU = COPPER PB = PULL BOX PENETRATED. EQUIPMENT. PE = PHOTO CELL D = DUCT, CONCRETE ENCASED, OVER 600V P.E. = PHOTO CELL SHEET INDEX: DO ALL CUTTING NECESSARY FOR THE PROPER INSTALLATION OF THIS WORK, AND REPAIR ANY 20) PANELBOARDS: PANELBOARDS SHALL BE AIR CIRCUIT BREAKER, BOLTED TYPE, SQUARE D DC = DIRECT CURRENT PF = POWER FACTOR DAMAGE DONE. HOLES THROUGH CONCRETE SLABS OR WALLS SHALL BE CORE DRILLED WITH A #dQOD (120/208V) AND #NEHB (277/48OV), SURFACE OR FLUSH AS INDICATED. ALL 15/1 AND DISC = DISCONNECT PGE = PACIFIC GAS & ELECTRIC CS GENERAL ELECTRICAL NOTES, ABBREVIATIONS, LOCATION MAP & SHEET INDEX DIAMOND DRILL. IN NO CASE SHALL ANY CONCRETE BEAM OR COLUMN BE CUT. 20/1 CIRCUIT BREAKERS SHALL BE "SWD" RATED AND MARKED. DPDT = DOUBLE—POLE, DOUBLE—THROW PG&E = PACIFIC GAS & ELECTRIC PH = PHASE 7) RECORD DRAWINGS: THE CONTRACTOR SHALL FURNISH TO THE ENGINEER, A COMPLETE SET OF 21) EQUIPMENT CONNECTIONS: MAKE ALL CONNECTIONS OF POWER TO ALL CONTRACTOR AND (E) = EXISTING PNL = PANEL CIVIL CIVIL DRAWNG BY DAN GUERRA & ASSOCIATES "AS CONSTRUCTED" DRAWINGS WHICH CLEARLY INDICATE ALL DEVIATIONS FROM THE BASIC OWNER FURNISHED EQUIPMENT ALONG WITH INSTALLATION OF REQUIRED DISCONNECTING MEANS. THE EA = EACH POS = POSITIVE CONTRACT DOCUMENTS, INCLUDING LOCATION AND DEPTH FOR ALL STUBBED CONDUITS, LOCATION CONTRACTOR SHALL MAKE ALL LINE CONNECTIONS FOR EACH MOTOR SIZED AS SHOWN ON PLANS. ELEC = ELECTRICAL PR = PAIR = AND SIZE OF SPARE CONDUITS, CONDUIT ROUTING, AND CONDUCTORS. CIRCUIT NUMBERS FOR ALL CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER PHASING AND ROTATION OF ALL CONNECTED EMER EMERGENCY PRI = PRIMARYEPR = ETHYLENE PROPYLENE RUBBER PS PUSHBUTTON STATION E-1 ELECTRICAL DEMOLITION PLAN DEVICES (NEW AND EXISTING) WITHIN THE AREA OF WORK SHALL BE VERIFIED AND INDICATED ON MOTORS. CONTRACTOR SHALL VERIFY MOTOR CHARACTERISTICS PRIOR TO INSTALLING WIRING. EXACT RECORD DRAWINGS. LOCATION OF MOTOR AND MOTOR CONNECTIONS SHALL BE ASCERTAINED PRIOR TO INSTALLING PT = POTENTIAL TRANSFORMER E-2 SUBSTATION DIMENSIONS & UNDERGROUND DETAILS CONDUITS. FA = FIRE ALARM PU = PICK-UP OR PER-UNIT 8) SEISMIC ANCHORAGE: PROVIDE COMPLETE BRACING FOR THE LATERAL AND VERTICAL SUPPORT FDN = FOUNDATION PVC = POLYVINYL CHLORIDE E-3 SUBSTATION UNDERGROUND & BUILDING ELECTRICAL PLANS OF CONDUIT AND ELECTRICAL EQUIPMENT, AND REQUIRED BY SECTION 2312 OF THE CBC. INSTALL HEATERS IN MOTOR STARTERS CORRELATED WITH FULL LOAD CURRENT OF MOTORS FM = FREQUENCY METER PWR = POWER PROVIDED. SET OVERLOAD DEVICES TO SUIT MOTORS PROVIDED. FT = FEET E-4 SUBSTATION & TOWER ELEVATIONS AND 9) CONDUIT: ALL EXPOSED OR DAMP LOCATIONS SHALL BE GALVANIZED THICKWALL THREADED FLIT = FUTURE (R) = NEW RELOCATED LOCATION OF EXISTING RIGID OR INTERMEDIATE METAL CONDUIT. NO SET SCREW RIGID COUPLING OR CONNECTORS AFTER ALL WIRING TO EACH UNIT IS COMPLETE, ELECTRICAL CONTRACTOR SHALL COOPERATE WITH (RL) = EXISTING TO BE RELOCATED E-5 SUBSTATION GROUNDING PLAN ALLOWED. INTERIOR DRY LOCATIONS ABOVE GROUND SHALL BE GALVANIZED. E.M.T. SHALL BE MECHANICAL OR ELECTRICAL CONTRACTORS IN TESTING EQUIPMENT FOR PROPER OPERATION AND G = GROUND (RM) = EXISTING TO BE REMOVED COUPLED WITH STEEL SET SCREW TYPE COUPLINGS. E.M.T. CONNECTORS SHALL BE STEEL SET SHALL CORRECT WIRING AS REQUIRED FOR PROPER OPERATION. G = GALVANIZED RECI = EXISTING TO BE REPLACED . GEN EN RECP= GENERATOR = RECEPTACLE SCREW INSULATED THROAT TYPE. CONNECTIONS TO MECHANICAL EQUIPMENT SHALL BE FLEXIBLE GFI = GROUND FAULT INTERRUPTER READ = REQUIRED LIQUID TIGHT CONDUIT, MAXIMUM LENGTH 24", WITH PLASTIC BUSHED CONNECTIONS. UNDERGROUND 22) DESCRIPTION AND INSTALLATION OF SYSTEMS: THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC EL-1 SINGLE LINE DIAGRAM & SWITCHGEAR ELEVATIONS AND DO NOT NECESSARILY SHOW ALL RACEWAY, WIRING, NUMBER OR TYPES OF FITTINGS, OFFSETS, GFR = GROUND FAULT RELAY RGS = RIGID GALVANIZED STEEL LOCATIONS SHALL BE TYPE 40 HEAVY THICKWALL POLYVINYL CHLORIDE (P.V.C.) CONDUIT. NO GND = GROUND RSC = RIGID STEEL CONDUIT, THREADED PLASTIC CONDUIT SHALL BE INSTALLED IN SLAB FLOORS OR IN EXPOSED LOCATIONS. MINIMUM BENDS OR EXACT LOCATIONS OF ITEMS REQUIRED BY THE ELECTRICAL SYSTEMS. ITEMS NOT SHOWN OR INDICATED, WHICH ARE CLEARLY NECESSARY FOR PROPER OPERATION OR INSTALLATION OF A24650OAl-2 SWITCHGEAR SHOP DRAWING BY PIONEER POWER SYSTEMS COVER ABOVE UNDERGROUND CONDUIT SHALL BE 18", OR AS REQUIRED TO AVOID CONFLICTS WITH SYSTEM SHOWN, SHALL BE PROVIDED AT NO INCREASE IN CONTRACT PRICE. .� HR = HOUR SCE = SOUTHERN CALIFORNIA EDISON MECHANICAL PIPING. CONDUITS PENETRATING WALLS, FLOORS, OR CEILINGS IN EXPOSED HGR = HANGER SCH = SCHEDULE LOCATIONS SHALL BE INSTALLED WITH APPROPRIATE ESCUTCHEON PLATES. 23) 12KV: ALL 12KV FEEDERS ARE NOTED HV-FDR1 AND ARE 15KV, XLPE, TYPE MV-90, 1007, HH = HANDHOLE SEC = SECONDARY COPPER, 1/0, SOLID COPPER TAPE SHIELD. HI-POT AFTER ALL SPLICES AND TERMINATIONS ARE HID = HIGH INTENSITY DISCHARGE SEQ = SEQUENCE FROM BROOKS-RANSOM ASSOCIATES 10) DEVICES: RECEPTACLES - HUBBELL 5352. SWITCHES - HUBBELL 1221 SERIES. COLOR - HOA = HAND-OFF-AUTOMATIC SHT = SHEET IVORY FOR RECEPTACLES OR AS SELECTED BY OWNER. WALL PLATES - STAINLESS STEEL, SIERRA MADE TO STANDARD FOR NEW INSTALLATION AS DICTATED BY 1EEE. SUBMIT HI-POT RESULTS TO HP = HORSEPOWER SN = SOLID NEUTRAL SUPPORTS. FURNISH AND INSTALL SUPPORTS WHERE NECESSARY. WHERE CABLES PASS THRU BOX HIPS = HIGH PRESSURE SODIUM SOL = SOLENOID "S" SERIES; CAST METAL WITH SPRING LOADED GASKETED DOORS FOR ALL WEATHERPROOF MAKE ONE 360 DEGREE TURN IN BOX. IDENTIFY ALL CABLES IN BOX WITH ENGRAVED PLASTIC C1.1 DEMOLITION SITE PLAN LOCATIONS. AT PROJECT COMPLETION, VERIFY CIRCUIT NUMBERS OF ALL RECEPTACLES (NEW AND TAGS. HTR = HEATER SP = SPARE EXISTING) WITHIN THE AREA OF WORK, AND FURNISH AND INSTALL ENGRAVED PHENOLIC LABELS HV = HIGH VOLTAGE SQ = SQUARE C1.2 SITE GRADING PLAN INDICATING AND IDENTIFYING PANEL AND CIRCUIT NUMBERS TO EACH RECEPTACLE. LABELS SHALL 24) TEST AND CALIBRATE 12KV MAIN OVERCURRENT RELAYS USING COMPANY ACCEPTABLE TO THE HZ = HERTZ (CYCLE) ST = SINGLE-THROW BE 5/16" HIGH, GRAY PHENOLIC PLASTIC, WITH 1/8" HIGH WHITE ENGRAVED LETTERING. APPLY ENGINEER AND METHOD PER RELAY MANUFACTURE. SETTINGS PROVIDED BY THE OWNER. SUBMIT STA = STATION S1.1 GENERAL NOTES I LABEL TO PLATE WITH PERMANENT CONTACT CEMENT. TO OWNER SIX COPIES OF RELAY TEST AND CERTIFICATION RESULTS. I. = INTERRUPTING CAPACITY STD = STANDARD .D. = IDENTIFICATION STL = STEEL S1.2 DETAILS 11) DEVICE HEIGHT (TO CENTER OF DEVICE): RECEPTACLES AND TELEPHONE JACKS - 12" IN OPEN 25) ALL UNDERGROUND RACEWAYS WILL HAVE A MANDREL PULLED THROUGH THEM PRIOR TO THE IN = INCH SUBSTA = SUBSTATION I/O = INPUT/OUTPUT SW = SWITCH S2.1 FOUNDATION PLAN WALL AREAS, 6" ABOVE SPLASH AT BUILT IN COUNTER OR LAVATORY LOCATIONS. SWITCHES - CONDUCTORS BEING PULLED. WHEN EMPTY LEAVE W/ 3/8" NYLON PULL ROPE W/ EACH END INST = INSTANTANEOUS SWGR = SWITCHGEAR 48". CLOCK - 84". WALL TELEPHONE - 54". I.D.'ED AS TO OTHER END. INTE = INTERLOCK ELECTRICAL SPST = SINGLE POLE SINGLE THROW S3.1 ROOF PLAN - ELEVATION & SECTIONS INTM = INTERLOCK MECHANICAL 12) DEVICE INSTALLATION: DEVICES MOUNTED IN A COMMON WALL SHALL BE OFFSET 26) NAMEPLATES: TB = TERMINAL BLOCK S4.1 TOWER ELEVATIONS HORIZONTALLY A MINIMUM OF 16". NO BOXES SHALL BE INSTALLED BACK TO BACK. ALL UNUSED J = JUNCTION BOX TROD = TIME DELAY ON DE-ENERGIZING HOLES IN BOXES SHALL BE SLUGGED OR SEALED. A) GENERAL: LAMINATED ENGRAVED PHENOLIC PLASTIC, COLOR CODED RED FOR 277/480 VOLT TDOE = TIME DELAY ON ENERGIZING S4.2 BOX TRUSS DETAILS EQUIPMENT, BLACK FOR 120/208 VOLT EQUIPMENT, WITH WHITE LETTERS. PROVIDE FOR KA = KILOAMP TERM = TERMINAL 13) WIRE: WIRE SHALL BE TYPE THWN/THHN, 600 VOLT COPPER, BEARING UL LABEL. CONDUCTORS IDENTIFICATION OF EACH PLACE OF EQUIPMENT, SWITCHBOARDS, TRANSFORMERS, PANELBOARDS, KK = KIRK KEY INTERLOCK TPS = TWISTED PAIR, SHIELDED S5.1 FOUNDATION DETAILS SHALL BE STRANDED. BRANCH CIRCUIT WIRE SHALL BE #12 UNLESS NOTED OTHERWISE. WIRE DISCONNECTS, AND ENCLOSED BREAKERS. A SCHEDULE OF NAMEPLATES SHALL BE INCLUDED WITH KV = KILOVOLT TW = THIN WALL STEEL TUBING COLOR CODING SHALL MATCH EXISTING, AND SHALL BE NOTED ON AS-BUILT PLANS. BOTH ENDS THE SHOP DRAWINGS FOR APPROVAL. NAMEPLATES SHALL BE SECURED WITH PERMANENT ADHESIVE KVA = KILOVOLT AMPERE TYP = TYPICAL S5.2 FOUNDATION DETAILS OF ALL WIRE RUNS SHALL BE LABELED WITH NUMBERED PRESSURE LABELS. SPLICE ONLY IN AND TWO (2) STAINLESS STEEL SELF TAPPING SCREWS. KVAR = KILOVOLT AMPERE REACTIVE ACCESSIBLE JUNCTION OR OUTLET BOXES. SCREW-ON CONNECTORS SHALL NOT BE USED FOR KW = KILOWATT UG = UNDERGROUND S5.3 FOUNDATION DETAILS WIRES LARGER THAN X110. WIRING IN PANELS AND CABINETS SHALL BE NEATLY INSTALLED; U.G. = UNDERGROUND B) EACH PIECE OF EQUIPMENT SHALL BE PROVIDED WITH A 2" X 3 1/2" NAMEPLATE ON THE GROUPED, LACED OR CLIPPED, AND FANNED OUT TO/FROM TERMINALS. FRONT OF THE DOOR OR ON THE TRIM, INDICATING DESIGNATION AND DISTRIBUTION PANEL AND LA = LIGHTNING ARRESTOR UON = UNLESS OTHERWISE NOTED S5.4 FOUNDATION DETAILS CIRCUIT FEEDING THE PANEL. LB = POUND WEIGHT, =#. U.O.N. = UNLESS OTHERWISE NOTED 14) GROUNDING: PROVIDE GROUNDING SYSTEM COMPLYING WITH THE CODES AND ORDINANCES LIPS = LOW PRESSURE SODIUM UPS = UNITERRUPTIBLE POWER SUPPLY SPECIFIED. GROUNDING SYSTEM SHALL PROVIDE CONTINUITY THROUGH ENTIRE ELECTRICAL SYSTEM. C) SWITCHBOARDS, DISTRIBUTION PANELBOARDS, AND ALL STARTERS AND DISCONNECTS SHALL LTFMC = LIQUID TIGHT FLEXIBLE METAL CONDUIT UV = UNDER VOLTAGE A SEPARATE GROUNDING CONDUCTOR SHALL BE INSTALLED IN ALL RECEPTACLE CIRCUIT CONDUITHAVE SUBFEEDERS AND MAIN BREAKERS MARKED WITH 1" X 3" NAMEPLATES INDICATING LOAD LTC = LOAD TAP CHANGER RUNS; AND TO ALL SUBPANELS, MOTOR CONTROLS AND EQUIPMENT CONNECTIONS, BACK TO SERVEDLTG = LIGHTING V = VOLT . SERVING PANELBOARD. ALL GROUNDING CONDUCTORS SHALL BE COPPER, SIZES NOT LESS THAN LV = LOW VOLTAGE VA = VOLT AMPERE THAT REQUIRED UNDER C.E.C. REQUIREMENTS. VAC = VACUUM D) ALL WEATHERPROOF DISCONNECTS SHALL BE MARKED WITH 1" X 3" NAMEPLATES INDICATING MA = MILLIAMP VAR = VOLT AMPERE REACTIVE 15) LIGHTING: PROVIDE LIGHTING FIXTURES OF SIZES, TYPES AND RATING AND INDICATED; THE PANELBOARD OF SWITCHBOARD FROM WHICH IT IS FED FROM. MAX = MAXIMUM VM = VOLTMETER COMPLETE WITH, BUT NOT LIMITED TO HOUSINGS, LAMPS, LAMP HOLDERS, BALLASTS, STARTERS, MCB = MOLDED-CASE BREAKER VS = VOLTMETER SWITCH WIRING, AND MOUNTING HARDWARE. FIXTURE TYPE DESIGNATION FOR AN INDIVIDUAL FIXTURE SHALL MCM = THOUSAND CIRCULAR MILS BE TYPICAL FOR SIMILARLY INDICATED FIXTURES WITHIN THE ENTIRE ROOM OR DEFINED AREA. IN MECH = MECHANICAL W = WATT CITY THE EVENT A FIXTURE IS UN-DESIGNATED ON PLANS, IT SHALL BE OF THE SAME TYPE AS MFR = MANUFACTURER WM = WATTMETER DESCRIPTION OF REVISION DATE APPROVED: FIXTURES OF SIMILAR FUNCTION WITHIN ROOMS OR AREAS. MG = MOTOR-GENERATOR WP = WEATHER PROOF MH = MANHOLE W.P. = WEATHER PROOF SUPPLY PLASTER FRAMES, TRIM RINGS, AND BACKBOXES TO OTHER TRADES. COORDINATE WITH MIN = MINIMUM WMR = WATT METER, REACTIVE CITY OF RANCHO C U CAM 0 N GA ARCHITECTURAL REFLECTED CEILING PLAN AND MECHANICAL EQUIPMENT. ALL BALLASTS SHALL BE MR = MULTI-RATIO ADVANCE MARK 111, OR EQUAL. FLUORESCENT LAMPS SHALL BE STANDARD COOL WHITE UNLESS DESIGNATIONS FOR ANSI PROTECTIVE DEVICE MTD = MOUNTED XF = TRANSFORMER OTHERWISE NOTED. ALL FIXTURES, LENSES, AND OTHER TRIM SHALL BE ALIGNED, CLEANED, FREE XFMR = TRANSFORMER OF PAINT AND BLEMISHES BEFORE FINAL ACCEPTANCE. NO FIXTURE SUPPORT OR INSERT, EXCEPT XLP = CROSS-LINKED POLYETHYLENE COVER Z� r SHEET PENDANT CANOPIES, SHALL BE VISIBLE FROM THE FLOOR. 25 SYNCHRONIZING OR SYNCHRONISM-CHECK DEVICE XP = EXPLOSION-PROOF r SUBSTATION 1 2 K U 49 MACHINE OR TRANSFORMER THERMAL RELAY c�iT 50 INSTANTANEOUS OVERCURRENT OR RATE-OF-RISE RELAY 01 _u 51 AC TIME OVERCURRENT RELAY 63 LIQUID OR GAS PRESSURE OR VACUUM RELAY 86 LOCKING-OUT RELAY 87 DIFFERENTIAL PROTECTION RELAY eic' 87T TRANSFORMER DIFFERENTIAL PROTECTION RELAY q'`a� jo * ,�► APPROVED BY: RCE N6.: 249 53 WILLIAM J. 0 EIL, CITY ENGINEER DESIGN PIAN PREPARED BY. GARY R. OLSEN. P.E. RECOMMFNDED p Underground CA EE 8283 09-06 JOEService Alert CONTRACTOR MUST READ SPECIFICATIONS AND DRAWN GRID >'P F��� CA. E 165 DAR, P.E. Call: TOLL FREE y CA. EE 16581 03-06 SHEET E. INC S. H 4049 N. FRESNO ST. 1 —800-422-4133 INSTALL MATERIAL AS PER SPECIFICATIONS CRT ,o,�,M� FRESNO, CA 93726 CS OF 21 AND/OR PLANS OR AS PER E.P.S. APPROVAL CHECKED ' '" FAX: (559) 221-0507 DRAWING NO. TWO WORKING DAYS BEFORE YOU DIG GRID DATE 08-18-03 FILE NO CRC-03-001 CRCOOI —CS PROJECT BENCHMARK: DESCRIPTION: TOP OF CURB AT SOUTH B.C.R. (ON ROCHESTER) AT THE SOUTH CURB RETURN OF THE SOUTHERLY ENTRANCE DRIVE TO THE EXPANDED PARKING LOT PER DRAWING No. 1502, PROJECT SHFFT 5 OF 38. ELEVATION: 1181.01 I SCALE: M 1%-201 W i 8Z April 17, 2M f M b Rmiscd: June 12, 03 20M.H.`SDj n 0 18, Bench L V O Tf�ffi ^Traffic Bollard N N 1181 N O O N 89'46'15" E 4.00' v c N 89'46'15" E 399.53' so N I °° W 0 11 _ V ':'Bollard 0 0 _ � J V I I i h ° ✓ 4✓ �� 1479 w t` 1 n , 3 72.04' 9.8T 83.03' 9.91' 72.05' _ 100 A e 1181 0 at S. .E.[1%- -11Jo —� \ N r /-F Traff' [7 c] l E16oth g 1 J Bench o, 0 � I� -w �— — �— W.V. TrofficC� — `'' I � 1180 1 .3 6.13' 15.90' S.C.E. vault ❑ IHa ° J g . ,1 </ 1 < ° t,b8 0 . ` ° J �- T �- 2624' �O f lOJ ° BOJ < >� lOJ ��J lOI \OJ 19.95' rT7 � \4✓J r 1179 Bollard Bollard(, �\ ° 179.95' w I � JJ / �l 1178 g / oV � I 36 18 -. VA1tIE / \ � SD fi.H. ° ,—,- \ ✓J `/ ° 1 {EEE I 5.87' Bol �Vac.O n n \ / ( 81.08' 81.00 90.10' ���,I.C.V. !r.rrz i N l J IS.C.E. —�-�— —s—j �� -�___r �l o1 — — — ` - ✓ ✓ N 89 46'15" E 931.58' ✓ o, rn b $ ' SOUTH LINE OF N 1/2 OF LOT 108 i II DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA. Rancho Cucamonga Adult Sports Park I � Expanded Parking Lot LEGAL DESCRIPTION . N F THEN OF LOT 108 OF THE MAP OF ROCHESTER PER Topographic Survey PORTIO 0 � . PLAT RECORDED IN BOOK 9 PAGE 20 OF MAPS, AND A PORTION OF In the City of Rancho Cucamonga THE EAST 60 FEET OF ORANGE AVE. (ROCHESTER AVE.) VACATED PER APPROVED BY. DATE__ BOOK 1177 PAGE 320-321 , OFFICIAL RECORDS, RECORDS OF THE GARY R. OLSEN, F.E. CA. EE 82'83 9-06 0 R V N AR P.E. — w JOE P E E D .E. C EE 16581 3 06 24953 N IN TAT F P £ CITY ENGINEER R.C.E. No. COUNTY RECORDER OF THE COUNTY OF SA BERNARD 0, STATE 0 A CALIFORNIA. CP f DESIGN - - - -- RECOMMENDED P 4049 N. FRESNO ST. NATE. 08-18-03 FRESNO, CA 93726 JOB #: CRC-03-001 DGA Dan Guerrc,t W E. INC. S. (559) 221-7230 DRAWN & ,Associates SHEET Professional and Consulting FAX: 221-0507 PLTSCALE: 1 = 1 (L) DGA 1 OF 1 Electrical Enowing g"' g garyOepsfresno.com DWG. #: CRC001—CIVIL CHECKED 1071 -8 TRADEMARk STREET DRAWING No fr n RANCHO CUCAMONGA CALIFORNIA 91730 oe a0e s es o com J P DSGN BY: DGA DR WN BY. DGA CITY PH 909 987-4306 FAX 909 941-1528 d a � l M.H.(_S ) LnU d Bench w Li? L � U m m v Il o I r o TFAffi ^Traffic ;Bollard LZL fI I I I - "Bollard CITY TO REPLACE CURB 6 (6"W) AY� f - � Y-( F.H. _ f 1 --�—�� ----�-e- - -- —� -- ELECT. f r o I I1 LJ ti •' v u— — L-- �) ✓ O 3 O 4 CONNECT (N) 4 4 O CONDUIT AT LIGHT Q POLE AND PASS I 0 0 o THROUGH (N) �I m c PULLBOX I ^ t � ll � m U C � - M10 Bench O° S.C.E. U r__1o (6-S) 0 —(6"S) (6"s) 0-- Whne �- r-------------------------------------- El Q ALL THIS SIDE OF F o \ Traff' CJ ; Booth ° r J I ( SAW CUT TO REMAIN Bench , (6"W) — — — ---+ — — (6 W) W.V. — — — — (6,.W) — DIVERT Traffic au — — I I IRRIGATION 4 Z ( REMOVE ALL CURBING, CONCRETE. I AROUND ASPHALT TREES do IRRIGATION I SAW CUT UNE SUBSTATION & J RECONNECT ti S.C.E. Vault ❑ Ire (C7 ° I � WITHIN THE SAW CUT LINE L_— ——————— j l f ° `. J I a., 1 I J I �, ✓J Bollard Bollard - (�r`� 3 i ✓J I ^ ^ C14 _ I I 4 U r EXCEPT PULL / J 1 ( I �E (N) 3-11110/G � w CL f CONNECT w l �.�✓J ° f I I ✓J I (E) SCE. LOCATE BEFORE 1 i �� DOING ANY DIGGING OR O Q �) r ° I DEMOLITION Y 2 -y--y I \ 1 1 � INTERCEPT (E) CONDUIT AND f ° I (ELECT.) (ELECT.) –Vac.C Bollard I� TAKE TO NEW PULLBOX ��,, _ �\ ✓J I 5 s 3 'Bollard L I.C.V. (ELECT.) {ELECT.)O MCI - � (ELECT.) s J ✓ 1-' J `-' ✓ ✓ � PROPERTY LINE BY FENC/E LINE '`J 1✓ ✓ I6 V) U CL O m SHEET NOTES: ELECTRICAL & SITE DEMOLITION PLAN REMOVE LIGHT FIXTURES AND POLES. SCALE: 1/16'' = 1 -0' I OREMOVE CONDUIT AND CONDUCTORS. oO3 (N) 1"C W/ 3-#10/G TO REWIRE (E) LIGHT FIXTURE ON POLE, ALSO REFER TO CIVIL/STRUCTURAL DRAWINGS w DESCRIPTION OF REVISION DATE CITY O (E) TO REMAIN. APPROVED: DEMOLITION NOTES: _ O5 REMOVE CONCRETE ISLAND AND REPLACE CURB TO EXISTING. _ _ _ 1) AN) ExISiiNG FEATURES, ABOVE GROUND OR BELOW, JUDGED TO BY THE ( ( I OF RANCHO C U (^ A1, � O N I GA O (N) #3 1/2 PULLBOX BEHIND CURB. CITY TO BE DAMAGED FROM ORIGINAL CONDITION AS FOUND WILL BE 1 IVI I V REPLACED BY THE CONTRACTOR AT THE CONTRACTORS EXPENSE TO THE SATISFACTION OF THE CITY. y Ell =TCAL DEMOIMON PLAN SUBSTATION 1 2 KV BOTH S.C.E. , TELEPHONE AND ANY OTHER UTILITY s APPROVED BY: / RCE NO.: 24953 WILLIAM J. 0'NE CITY ENGINEER DESIGN PLAN PREPARED BY. GARY R. OLSEN. P.E RECOMMENDED Underground CA. EE 8283 09-06 Service Alert CONTRACTOR MUST READ SPECIFICATIONS AND DRAWN GRo �P F� f, � EE E 6581 A o3-06 SHEET Call: TOLL FREE W E. w S. ; 4049 N. FRESNO ST. 1 –800-422-4133 INSTALL MATERIAL AS PER SPECIFICATIONS CRT Room" sw FRESNO, CA 93726 E-1 OF 21 rd AND/OR PLANS OR AS PER E.P.S. APPROVAL CHECKED � FAX: (559) 221-05070 DRAWING NO. TWO WORKING DAYS BEFORE YOU DIG GRO DATE 08-18-03 FILE NO CRC-03-001 CRC001 -DEM0 (1) 1 1/2" MARINE GRADE PLYWOOD SYMBOL LEGEND NSTALLCALL ITEMSAL (1) FURNISH & (1) 1/4"tk x (UNPAINTED) SECURED TO BLOCK WALL W/ 2"w x 18"1 CU 10—RECESSED 3/8" UNDERGROUND OR IN WALL CONDUIT, PVC—SCH-40, 12"C U.O.N. GND BAR ON LEAD ANCHOR & 30" LID — WELD (3) 1 1/2" ENLARGED WASHERS EXPOSED CONDUIT, RIGID THREADED STEEL, 12"C U.O.N., EMT MAY BE EACH LID 'CITY OF STAND OFFS USED IN BUILDING ATTIC �6 CUCARANCHOGA 12KV' 6 (1) 1" D1770 PLYWOOD COOK ROOF MOUNTED EXHAUST FAN W/ MOTOR RATED SWITCH, 120V, 114'-8" TOP OF COVER = +1" SCREWED TO (1) 1 M'�1 #120C10D 6' TOP OF A.C. 1/4"C W/ 16-#10x2" 11'-11" 15'-4" 46'-8" �— SCREWS W/ WASHERS +4 277V SPEC. GRADE SPST SWITCH, W/ S.S. PLATE AT +48", 3 40'-10" 16'-8" 36' TYPICAL 6" CONCRETE RING INDICATES 3-WAY 4' STEEL DOOR MANHOLE NECK AROUND COVER R 277V SPEC. GRADE SPST SWITCH, W/ S.S. PLATE AT +48", R - INDICATES COLOR RED W/ RED COVER ENGRAVED 120VDC LIGHTS - 22•f�9 x I'!'hlgh 3 STRANDS OF HLEAVE ON BARB 1MRE AT F.F.D.G. #1 LATCH ON OUTSIDE SLIDING GATE TOP OF WALL ON F.F.D.G. f1 120V GROUNDED DUPLEX, SPEC. GRADE, 0 +18" W/ S.S. PLATE FOR PAD LOCK W�SOLID MET�/1L THE INSIDE (3) 2" PVC-40 HEAVY DUTY BACKING MANHOLE NECK FINISH TO #6 COMM PB #4/0 3/4"C W/ 120V GROUNDED DUPLEX, SPEC. GRADE, GFI PROTECTED & WEATHER I & NOT To SCALE 3—#12/G PROOF W/ S.S. PLATE 3 STRANDS OFI Q WALKER BOX #853 — RECESSED FLOOR BOX BARB HARE AT TOP OF ALL CONCRETE (U.O.N.) TOP ON THE Q WALKER BOX #851 — RECESSED FLOOR BOX INSIDE i TOP OF 3/4" ROCK PANEL 'L' EM HUBBELL #EWPRBF2R6-120V MOUNTED ABOVE DOORS 6" 4GND „ GRD Q 120V LINE VOLTAGE 20 AMP THERMOSTAT, 50-110 DEGREES F. 20' WIDE DRIVEWAY 39'-4” (2) 1 1/2"C TO 'JB1', BASE ELEVATION F.F.D.G. #1 & TOP 4" A.C. ON 6'-10" 2'-6" A HUBBELL #2—F96T12, #IGO82S—PA10—S1-120V W LAMPS HUNG FROM OF BLOCK WALL FOUNDATION SCH-40 RISE TO 'JB1' ® / 6" 3/4" ROAD BASE G'x12'x7'h MAN HOLE W/ RGS, PVC COATED CEILING FINAL FINISHED DIRT GRADE WITH 12" NECK AND B HUBBELL #NRG-307 ® +8'-6", W/ P.E. CELL 147'—10' i 30" UD do ACCESS ' (F.F.D.G. #1 ELEVATIONSTBIB ASIDE B SIDE LADDER (GROUNDED) 1 HUBBELL #VW-151 W/ #VCG-15, IOOW, 120VDC LAMP NOT TO SCALE H� H«� HQ CHROMALOX WALL HEATER, #LUH-02-21, 240V, W/ #WUH-01 I 12'-10" O O BRACKET AND #LUH-TK2 INTERNAL THERMOSTAT. ARROW NEXT TO SEE CIVIL FOR EXACT ELEVATIONS �6 INTERFACE SYMBOL INDICATED AIR FLOW DIRECTION SCE SIDE PULLBOX W/ EXT. LOCATED IN SCE 2'�-- 7' 06 COMM TO PB IN SCE YARD, ® SECURITY DOOR MAGNETIC CONTACT, N.C. WHEN DOOR IS OPEN, i } YARD BY SCE. PULLBOX SEE THIS SHEETNEXT (2) 1"C 120VAC, SQ. D #C54F SCREWED TO DOOR FRAME I VERIFY LOCATION 87'-4 3 4 (2) 1"C Q) J-BOX W/ COVER PLATE 8' HIGH CHAIN LINK FENCE 5 20' WALL MOUNTED GRAINGER #6T547 FIRE EXTINGUISHER WITH OSHA SIGNn MSA & MSB ® 5'-6" 2'-8" LGT2'—8" 26'-4" � 5 AH CONTROL K.O.'S 1& COOK 18UC38, 1/4HP, 120V, 950RPM 88'-8" /L 10' 14' l� 12' 8' 11' BATTERY 7RACK NOTE: CONNECT EVERY I A -6, PANEL OTHER CONTROL KO W/ SUB CENTER LINE (2) 1"C W/ FINAL 2) — — — — — — — — — 3 —� BATTERY IH@ —7 CHARGER 1"C FROM 10 TO 11 SCE EQUIPMENT, SCE TO DESIGN AND • — 6'-10" --�-- 8'—4" —� 6'—10" 1 1/4" THRU DIMENSION WITHIN SUB WALLS — NEXT (2) 1"C CONTRACTOR WILL DO ALL I 4 3 19'-7" BUSHING, INSULATED 66KV XF I— 12KV 11 �� SUBSTRUCTURE WORK, GROUNDING, 18'-10" 4' 12 GRA 3' PADS, PIERS. CONDUITS. DRIVEWAY, i XF—MSB FINAL GRADING — TO SCE DESIGN & 20' 39 SPECS. CONTROL3'-7" PTA & 'MB' 31'-6" [2] XFP-#-LTC I © CKT 1b & 2b CONTRACTOR TO INSTALL 18' 10" I 18'-10" SEAL CHAIN LINK FENCE W/ o — — 49'-4" WATER ! POURED POST HOLES AT O7 CKT 3b & 4b TIGHT I, FINISHED DIRT GRADE 3'-7" 8' _7„ 6 BUS TRANSITI SEC ON 30" 9,-6„ PVC-40 4 ( t I Q PANEL 'L' do TIE 15'-8" 3' XFP E 66KV — I XF Ii • I 12KV f�4 CKT 30 8t 40 CONCRETE RGS v GRA 3, PAD COATED Z 4 �QE� 3 CKT 1a dt CONDUIT # �.I 8 -- Q 2a 1 1/4"C W/ 3-#6/G PNL 'L' 41111 Al SCE SIDE �— CONTAINMENT Z I 3'—7' I I -7 A2 3/4"C W/ 4—#14 11 1 BILK, 1 RED, 2 WHT. (L7C PULSE) WALL Zo O2 PTA 'MA' m 5'-8" 5' XF—MSA 3/4"C W/ 2—#12 10'-10" — 8' A3 PNL 'B', BLK, WT. (W/ RED STRIPE) 120VDC SECTION A-A 22 -11" F.F.D.G. 1 F.F.D.G. �1 3, 1 1/2"C W/14-#10 GRATE & RUCK NOT SHOWN L T A4 11 E.T.S. REMOVE ALL C.T. GROUNDS IN XF - _ _ - - - - - i� - - 2'-8" _ O 6" A.F.G. O LAND ON SHORTING TYPE T.S. - --- _ - _- 2' 8" BUILDING2'-8" ZIIIZZIIIIIIIIIIIIIII11111-IIZZZZZII-�IIIZIZIIII /, Z/ZZ/ZZZZ7777 K/././////// // r �j 1 1/2"C W/ 22-#14 AS 11 CONTROL/ MONITOR BELLED END 79'-8" 55' 23'-4" 5' A6 3/4" W/ 1-BELDON #83656 11 INCON. - � 5 134'-8" A7,8 11 FLOOR SLAB 3" CLAMP SHEET NOTES: N SUBSTATION DIMENSIONS KINDORF SCALE: 1/8' = 1 -Ci 1 1/4" PVC-40 1) THE COORDINATES ARE ON THE CALIFORNIA COORDINATE SYSTEM. THE NEAREST CONDUIT REFERENCE IS THE NORTHEAST CORNER OF SECTION 8 — 19/20, FOUND 1/2" REBAR .50 — — — — — — — — — — DOWN W. TAG L.S. 4375 AND IS INDICATED BY THE CROSS HAIRS SOUTHWEST OF THE B1 (2) 1% EACH W/ SUBSTATION LOCATION. THIS ALSO SERVES AS THE SITE COORDINATE SYSTEM REFERENCE 10—#12 SLURRY N5000 E5000. AREA SAME AS 'XFP—A' _ _ _ _ — — — — — — — — 2) ALL GROUND FITTINGS & BOLTS & NUTS & WASHERS ARE BRONZE. SCH-80 ELBOW 3) ALL 12KV DUCT TO HAVE MINUMUM 8 1/2" CENTER TO CENTER SEPARATION. USE NO 'XFP—B' STEEL TIE WIRES, MINIMUM ELEVATION TO TOP OF DUCT(S) = —36" FROM FINISH DIRT RISE UNDER 4 GRADE, DESCRIPTION OF REVISION L TE ,,PRovEo: CITY 4) CONTRACTOR WILL INSTALL A 1250 INCON XMITTER (BY OTHERS) IN DOOR OF 11 AND rr� LOABE(A6)L .JTO XFP—A—LTC OR XFP—B—LTC PROGRAM TO INDICATE TAP POSITION (+16) — CITY F RANCHO C U CAM 0 N GA SUBSTATION DIMENSIONS (A) - TERMINATE ALL CONTROL & MONITORING WIRES W/ PANDUIT VINYL INSULATING CRIMP ON PINS. SOLDER ALL C.T. TERMINATIONS. SUBSTATION 1 2 K V (B) - LABEL ALL TERMINAL STRIPS AS TO NAME - (PANDUIT) AND LABEL ALLf4� TERMINALS. LABEL ALL WIRES (PANDUIT OR BRADY) AS TO DESTINATION. XXX XX XXXX sm TERM TERM WIRE glob STRIP 0 # f APPROVED BY: RCE NO.: 24953 LOCATION ILLIAM J. O'NEI ITY ENGINEER (C) - TERMINATE ALL WIRES ON NEW TERMINAL BLOCKS IN 11 OR WHERE THEY END. DESIGN PLAN PREPARED BY: GARY R. 283OLSP.E. RECOMMENDED FR o N IN R. o Underground GRO ���fq CA EE 8283 09-06 TERMINATE ALL WIRES SHOWN, DIAGRAM WILL COME OKF E G EE PR N AR � JOE EVE 0 P.E. Service Alert ,� s CONTR TRACTOR MUST READ SPECIFICATIONS RA r CA EE 16581 03.06 • _# CONNECTION Cali: TOLL FREE A ICATIONS AND DRAWN P. SHEET 3 1 —800-422-4133 INSTALL MATERIAL AS PER SPECIFICATIONS CRT W E. S. ` .1- N FRESNO ST. FRESNO, CA 93726 Fi— OF 21 AND/OR PLANS OR AS PER E.P.S. APPROVAL BKb 6.0 18 PH (559) 221-7230 TWO WORKING DAYS BEFORE YOU DIG CHECKED FAX: (559) 221-0507 DRAWING No, GRO DATE 08-18-03 FILE NO CRC-03-001 CRC001 —SUB C_O160 -- LEAVE ENOUGH SPARE OUT OF PB ASIDE B SIDE m MAN MAN TO GO TO SCE /6 PB W/ EXT. I HOLE HOLE LOCATION W/O S E E SPLICE. I.D. ENDS ENLARGED (q>-- sTue OUT -2~c O —36 (5"A .C.) s x12'x7'h 6 x12 x7'h 1~C W/ ASIDE B SIDE MAN HOLE MAN HOLE MAN HOLE W/ MAN HOLE W/ I 2-21�2TRIP MSS I 12" NECK AND 12" NECK AND 2TRIP 30" LID 30" LID 2 6-#14 POSITION I SCE INTERFACE PB +4'9 SCE1 SCE3 l /8 coh U 05 COMM TO TO 1 2 2a - PB W/ P8 W/ 'MSA' SCE2 11 SCE4 I I I I EXTEN ON EXTENSION TOTO ` IN 'JB1' VMS 0 _ I 9 B 3/4% W/ — 0 O 0— —Q / 2-f14 2-2~C 1 120VDC 75 AH BATTERY RACK 12 ATTACHED p ON NEW 120VDC 75 AH BATTERY RACK I X11_ TERMINAL STRIP LGT -- _ 'L'-13.14 1 1/4% W/ 1 ( 1 �L R NTO WALL AME UTE & I.D. • 2-�1/0 �T 1 Wp I I -T I I 11 3-2"C 11 PORTABLE PLAN � 'DC LIGHTS' rGF3/4% VII/ I 1 II "1 I " II I I .. 1 1 HOLDER R CLAMPS 'L'-9.11.12 11 1 2-f6 1 I �-2-1 1/2 C ( FOR 11-SETS 3/4'C lO 1 1 _ D 1/2"C W/ M 6 3/4% W/ D . . PNL 'B• // / ( I PNS •8• I_ .B._1 —2-#11 2/G 2-f12/G1-1 I L I ~� V-10 // / 1 9 B I %JB1 I ( B 9 d 1 c W/ �� I -------- BATTERY 6 2-i C SEE DETAIL® •� / CHARGER • • SHEET E-2 •' `� / •• STUB ALL CONDUIT IN • BATTERY / / 1- C W/ FRONT CONTROL AREA 'L' 2.4 36~x48" METAL DESK CHARGER 4- 4 1 I +8'-6" W/ DRAWERS & CHAIR1 I I • ' ' ' ' f ';;_ I T I/15 I— — • I • CONTROL ( CONTROL i 11 ( 3—5. W/ • f I I 1 I I 1 2-1 C ( O O I3-/12/G _ r _ SEE DETAILXFP B SHEET E-2 3/4"C W/2-i XF-MSB 2-f10/G o ® I I • • , I I I I I I I I XF—MSB I ( 1 J1 J, J, 2-1 C PTA MB $1QE_8 I PTA 2 MB O9 SEE NOTE 3 y — I 1 I i � Al I � LGT __—�• I \ —— ——"i SEE DETAIL I I I © 2-1"C CKT lb do 2b 11 y CKT lb • L 13.14 _----� SHEET E-2® I I I - I D I ( 1 0 GFI / I I � 1 I O - I ( I _ •• CKT 3b do 4b 0 O i I I 2-1 C I CKT 3b 4b 7 11 ( 1 9 B v � U B 9 I I 6 BUS TRANSITION I O SECTION BUS TRANSITION SECTION 6 SEE DETAIL® I I Q SHEET E-2 1 I 2-1"C PANEL L dt TIE I I PANEL L do TIE O .XFP_A. I I I II I � I aI I I � I ; �� • I —- Q 2-1"C CKT 3a do 4a I I x. CKT 3a 4a 4 I I � �� e1 � y o I 10 i • 1 I \� ---- O •• I A CKT 10 do 2a A r I 2-1 C CKT 1 o do 20 y O3 O I I " 1SIDE7 — ---- - \ 2-1"C PTA & 'MA' I PTA `MA' 2 1 � 'v � I I ° I L � 1 ,XFP_A' O XF-MSA11 XF-MSA 1 I SEE DETAIL m I I I SHEET E-2 M / I I 'L' e 2- 12/G -1.3 F 3/4"C W/ `r ILGT ��•L'-13.14 g g 12 • (TYPICAL 3 LIGHT POLES IN XFP AREA) ` WP 3/4% W/ A A 3—#12/GO +4" O +6" O +4" 9 B +8'-6'• B 9 LGT - CKT 13 3/4"C W/ RECEPTACLE - CKT 14 y S 2-PO/G 1411111111111111111117711111111111111111111111111111111111111777711111111777 /////7 / /7//77777777777777/77,x// 771Z JIF HOLOPHANE #04252 30OW INCANDESCENT INCOMING AND SUBSTATION LIGHT SUBSTATION UNDERGROUND PLAN CONDUIT - CONDUCTOR (12KY) SCHEDULE BUILDING ELECTRICAL PLANFIXTURESEE ENLARGED OUTGOING CONDUITS N scALE: 1�a'� _ ,�-o" —= SCALt 1/4'' - I'-0 DETAIL— FOR O1 4-6"D EACH W/ 1 1/2" PIPE SLIP FITTER 3—#500MCM CU, MV-120, 133%, FULL CU TAPE SHIELD , I NOTE: MORE DETAIL cab C - TYPICAL PULLBOX C - ] SEE ALSO SHEET E-2 O 4-6"D EACH I 1) ALL CONDUITS IN WALLS ARE IN BLOCK WALLS, x NO EXPOSED CONDUITS OTHER THAN RSC RISERS WITH EXTENSION 0 GALVANIZED 8' TALL 3 _ AND COVER TO WALL MOUNTED PANELS. 120V SWITCH & 1/2" ROUND STEEL POLE C — C ] 2) J81 36"x36"x8"d SURFACE RECEPTACLE IN t 0 SHEET NOTES. t I �- I IN BACK. CITY BOX W/ 1" PLYWOOD CAST BOX BOLTED TO STANDOFFS SET BRANCH CONDUITS CITY WELDED ON POLE PLAN VIEW OPPOSITE EACH OTHER 1) THE COORDINATES ARE ON THE CALIFORNIA COORDINATE SYSTEM. THE NEAREST A � I � 3} SEE ALSO OTHER SHEETS. DESCRIPTION OF REVISION DATE APPROVED: WITH W.P. COVER REFERENCE IS THE NORTHEAST CORNER OF SECTION 8 - 19/20, FOUND 1/2" REBAR .50 l HAND HOLE WITH W.P. FLUSH TRAFFIC COVER DOWN W. TAG L.S. 4375 AND IS INDICATED BY THE CROSS HAIRS SOUTHWEST OF THE B 4) PAINT FLOOR 2-COATS GRAY COVER FL WELDED LABELS SUBSTATION LOCATION. THIS ALSO SERVES AS THE SITE COORDINATE SYSTEM REFERENCE #4/0 PIGTAIL SEAL CONDUITS WITH DUCT N5000 E5000. EPDXY FOR CEMENT. CITY OF RANCHO C U CAM 0 N GA or GROUT VOID GROUND WIRE PARKWAY COVERA SEAL 2) ALL GROUND FITTINGS & BOLTS & NUTS & WASHERS ARE BRONZE. CKT 11 _ C 9 5) ALL BUILDING CONDUITS TO SUBSTATION U.G. PLAN & BUILDING ATTACHED TO �� BE RUN INSIDE THE BUILDING — 1" STEEL BASE PLATE i FINISHED GRADE .sC T BASE WITH LUG / /� ��►- stt -s. SHOWN OUTSIDE FOR CLARITY. INSTALL TAR \ SUBSTATION 1 2 K V PAPER BETWEEN\/ CONCRETE PULLBOX W/ EXT. 3) ALL 12KV DUCT TO HAVE MINUMUM 8 1/2" CENTER TO CENTER SEPARATION. USE NO 4� ��Er�" � `=,� ROCK & GROUT \ \��� W/ COVER - LABEL COVER STEEL TIE WIRES, MINIMUM ELEVATION TO TOP OF DUCT(S) _ -36" FROM FINISH DIRT a. ` '� YfESKVFORYFLOORTBOXCATION OF PLACEMENT 1 p UNDER IT. 4(3- FINISH ROCK GRADE & UP 1 1/4' / // // "ELECTRICAL' G DE FINISH DIRT GRADE (TYP) SIDES �� 1"'X3" PVC SLEEVE FOR DRAIN 4) CONTRACTOR WILL INSTALL A 1250 INCON XMITTER (BY OTHERS) IN DOOR OF 11 AND0 SCALE (4) 3/4X36X4 LABEL AS TO XFP-A-LTC OR XFP-B-LTC PROGRAM TO INDICATE TAP POSITION (+16) GALVANIZED ANCHOR o UNDERGROUND ELECTRICAL 0 _ (-16) `� 4 _ BOLTS Q CONDUIT (PVC) APPROVED BY: DATE: CAD WELD 11 11 RCE 0.: 24953 #250MCM GROUND - � WILLIAM J. O'NEI I ENGINEER WIRE TO ANCHOR 24" ROUND BY 42" DEEP 1 1/4"-1" GROUT SLOPE 6" CRUSHED ROCK BASE DESIGN PLAN PREPARED BY: GARY R. OLSEN, P.E. RECOMMENDED BOLT AND MAIN CONCRETE PIER DOWN TOWARD DRAIN (TYPICAL) o Underground CA EE 8283 09-06 GROUND GRID GRO #6 REBAR SQUARED AND SIDE VIEW CONCRETE PULLBOX Service Alert ,� f, TIED TO ANCHOR BOLTS N36 CONTRACTOR MUST READ SPECIFICATIONS AND DRAWN ` �` P DoE PREVENDAR, P.E. SHEET (#6) W/ EXT. CA. EE 16581 03-06 AT 12" O.C. CHRISTY N9 (#3 1/2) TO #6 BOXES Call: TOLL FREE W E. , S. N 4049 N. FRESNO ST. OR LARGER SIMILAR INSTALL MATERIAL AS PER SPECIFICATIONS CRT FRESNO. CA 93726 E-3 of 21 SUBSTATION AREA LIGHT DETAIL TYPICAL PULLBOX W/ EXTENSION DETAIL 1 -800-422-4133seclo" R`";;"', PH (559) 221-7230 AND/OR PLANS OR AS PER E.P.S. APPROVAL CHECKED FAX: (559) 221-0507 DRAWING N0. NOT TO SCALE TWO WORKING DAYS BEFORE YOU DIG GRO NOT TO SCALE DATE 0-t8-03 FILE NO CRC-03-001 CRC001—UG 1 i STEELFOR TUBE BUS USE HIGH VOLTAGE CONNECTONS STRUCTURE AUR-30-5—B 1) ALL HIGH VOLTAGE TERMINATIONS ARE ANDERSON NUMBERS, NO SUBSTITUTIONS. USE TYPICAL I p1 48' BI—METALIC CONNECTION PLATES BETWEEN AL AND BA-40— CU FITTINGS. CONTRACTOR TO USE ALL FOUR HOLE 5-82—B BOLTED LUGS. 4-5/8"-11 2) USE VERSA—SEAL JOINT COMPOUND ON ALL BOLTS ANDLTERMINATIONS. WASHERS LAPP # 315287-70 ) p7 = 5" BOLT CIRCLE, 9/16" 3 ALL BOLTS, WASHERS, AND NUTS ARE 4-5/8"-11 BOLTS W/ STAINLESS STEEL CONTRACTOR TO IDENTIFY IN SHOP 3 -2 C_30_S0 1" GALV. EYE BOLT MIN. DRAWINGS. UNLESS FURNISHED AS AN INTEGRAL WASHERS W THRU STRUCTURE WITH / 2 -6 (4) 1/2"-13NC-2 BOLTS AND 2 PAIR VERTICAL 3 MARE K-UNE KL69HC1T116 DOUBLE NUT/WASHER PENETRATION OF 11/16" PART OF TERMINATOR. WASHERS EACH CIRCUITS TO INTERSECT POLE IN DEAD END INSULATOR ON EACH SIDE, CENTER 4) THE FOLLOWING ARE TORQUE VALUES FOR D7 D7 15KV, 110BIL STATION BUS UNE WITH EXISTING SCE 66KV TONGUE TYPE T ON OF EYE TO STEELICATED BOLTS IN LB. INCH INSULATOR W/ UNDER-HUNG TRANSMISSION UNE ON STREET BOTH ENDS - 90KN 3.5" 66KV INSULATOR 5/8" = - 1/2" 480, 6" SO STEEL 5/8" = 600, AND 3/4" = 840. (6) #BVXA-50-5-3-T-B W/ # SD-70-C TYPE CA-06 —�� '-0" 550BIL UNLESS OTHER WISE NOTED IU Ul5 (3) 1/4"x5" COPPER BARS �_ + 30 #250MCM AL 12" # BA-40-5-82(B) CONTRACTOR TP FURNISH PROPER 2-#1000MCM (12) #S WH-080-C SEC STRUCTURE AREA + 24'-0" ANDERSEN FOR TRANSFORMER STUDS 250MCM AL TO SCE PER PHASE 500MCM BARE CU (C DETAIL SHOWN) 3_ TYPE DS ON HIGH SIRE, TYPE D2S ON # ARE ANDERSON AND LAPP SECONDARY SIDE, PROPER TYPE ON LA'S. TYPICAL FOR BOTH # 315287-70 55081E (6) SWH- SIZE)-#500MCM CCU+143" 12KV DSC-(PER STUB IZU INSULATORS 100-D + 18'-3" +177" #ASTC-307 (12) G&W PATR POTHEAD FOR 2-���� 30 SCH40 AL 3-550BIL +166"� CU BRACKET CU W/ #65071XLP BRACKET FOR SOOMCM XLP = 100% MV-90 CU SHIELDED � 13'-10"— #4/0 CU 15KV CABLE BLOCK30" #250MCM AL BOND TO CROSS PAD (4) 1/2" GALVANIZED BOLTS END FENCE21" 23" +10'-6" 12KV SWITCH HOU 3" AL TUBE, SCH 40 NUTS WITH LOCK3-SETS AND WALL 4' STEEL DOOR 22' SLIDING GATE 45.75" 69.31" 3' DOOR 8' CEMENT TOP OF 15 25 8' CEMENT BATTERY 12KV r #ASTF-30-C-B BLOCK WALL ROCK O O MVA XF BLOCK WALL W/ RACK ON W/ BARBED I 47.62" BARBED MARS FAR WALL SMATCHGEAR N \ N CROSS SECTION — 12KV TERMINATION H # ACF-7-C-B WIRE 4„ 6., O O 6„ 4., 6'-10" 8'-4" 11 / q 6'-10" 4., NOT TO SCALE M AL ' GRATE 1 EE �• _ = 250MC 10' 14' ;,,,<, STRU TURA 8' 11' 23'-4" 5' SLOPE TUBE BARE 40'-8" 16'-8" 22' 10'-4" -�� 9'-2" 10'-10" � P 8'l 6' �' 6„ DOWN 1/4" f 3 -7 V 3 r 3 f3'-7",(44' 20' 14' 66KV TUBE FITTINGSI — +20' CENTER LINE 8' TO € ROCKS GALVANIZED STEEL CENTER LINE SEE STRUCTURAL 2'-7" SEE STRUCTURAL W.P. STUFFING TUBE OF LEGS " SHEETS (TYP) SHEETS (TYP) ON CONDUITS do SCE 80' X979$4" AREA 55' GND CLAMPS — +15' #GC-111-14C N 134'-8" #4/0 BARE CU CONTINUOUS GROUND _ +10, SUBSTATION ELEVATION PLAN WIRE SEE DRILL PLAN SCALE. 1/8' = 1'—0 ' RISE UP (2) 6" RGS (4) 11/16" EACH SIDE PVC ROUND HOLES COATED INCLUDING — +6' ELL. INSTALL BEFORE 3'— 4 4' CONTRACTOR O UP FOUNDATION CROSS ASSEMBLER OR —�( TIE IS POURED & �— •—�— �—3' I DRILL IN FIELD AFTER TOWER IS 5D 45D ERRECTED ON PIERS — 4 6" ( DRILL PATTERN `D3' EA) VL44D 61D- 3-1 1/8" DRILLED HOLES GALVANIZED I I I I FINISH �` 8 1/4" H1—Y90 GND P OS THRU BOTH SIDES EYE OL 1" GRADE I BOLT BOLTED TO TOWER WASHERED AND NUTTED (I I II Lj 6" 2,_9.. CIRCLE BOTH SIDES II II (1) 9/16" HOLE W/ 1 #250MCM CAD WELDED CABLE BRONZE TAP T_ TO REBAR #250MCM f LUG #TLS-62—L AND TO GRID -3" 0 D1 DRILL PATTERN `D1 ' II II 2'-6 --� ® DRILL PATTERN `D5' 12KV TOWER — (4) 11/16" UP ROUND NOT TO SCALE I) I I U.G. BARRIER WALL / HOLES II II NOT TO SCALE 45D 45Dx10' SHEET NOTES. II SEE STRUCTURAL (2) 9/16" HOLES W/ 1) ELECTRICAL CONTRACTOR TO COORDINATE DRILLING WITH TOWER ASSEMBLER OR 1 CABLE IN EACH 5" BOLT IRCLE DRILL IN FIELD.7 ® ® ® BRONZE TAP LUG IIUNDER UNDER UNDER (1 0 0 #TLD-42—L 2) RELATE ALL DRILLED HOLES WITH APPROPRIATE ANDERSEN BRONZE CONNECTOR SIDE OF SIDE OF SIDE OF INSTALL CONNECTOR AND GROUND WIRE AS SHOWN. ALL SECURING BLOTS ARE IIMEMBER MEMBER MEMBERII 2" STAINLESS STEEL. IIII 30-0 DRILL PATTERN `D6' ® DRILL PATTERN `D7 3) SEE CIVIL ENGINEER DRAWINGS FOR EXACT MEASUREMENTS OF TOWERS. II II I I I I 24-0s (4) 9/16" HOLES 1 3/4"II 2"II TOP OF BEAM 1e-3' 0 0 WITH 4 CABLE BRONZE 0 II I I TERMINAL 1 3/4" #VL44D-61D-H-Y90 3" �- 5 1/4- 4 (4) 9/16" HOLES SECURED WITH (4)II 0 0 0 0 1/2" BOLTS II IIDESCRIPTION OF REVISION DATE c'TM APPROVED: ED: (, EA) VL44D-61D—H—Y90 DRILL PATTERN `D 8' DRILL PATTERN `D9' GND PADS BOLTED TO TOWER �� II U T � O F RANCHO AM . HO J C 1 V ON V n SUBSTATION FIT WATION & DETAELS 3' 3' DRILL PATERNZ) NG1 ALE -p SUBSTATION 12KV #250MCM CAO WELDED TO REBAR #250MCM AND TO GRIDr Ob DATE, r APPROVED BY: fifiKV TOWER ELEVAl10N � ��`'•��' RCE � .: 2493 -+ 2� . WILLIAM J. O N CITY ENGINEER NOT 10 SCALE DESIGN PLAN PREPARED BY. GARY R. OLSEN• P.E. RFCOMMFNDFD E= Underground CA, EE 8283 09-06 JOE Service Alert CONTRACTOR MUST READ SPECIFICATIONS AND DRAWN GRo �P�F� f� CA. PREVENDAR, P.E. CA. EE 16581 03-06 SHEET Call: TOLL FREE I W E. S. N 4049 N. FRESNO ST. 1 -800-422-4133 INSTALL MATERIAL AS PER SPECIFICATIONS CRT ,, ,C,�,,, FRESNO. CA 93726 E-4 of 21 AND/OR PLANS OR AS PER E.P.S. APPROVAL (559) 221-7230 TWO WORKING DAYS BEFORE YOU DIG CHECKED FAX: (559) 221-0507 DRAWING No. FA GRO DATE 08-18-03 FILE NO CRC-03-001 CRC001 —ELEV SUPPORTING �— 3/8" SOLID CU. STRUCTURE AIR TERMINAL TYPICAL 24" AIR TERMINAL ANDERSON VL-SERIES-Y90 " MIN. MOUNTING BASE W/ 4-1/2" BOLTS AND 4' STEEL DOOR R=8 `� W/ INTEGRAL LOCK WASHERS - CABLE CLAMP, 3 STRANDS OF ANCHORED TO EXPANSION BOLTS 22'Iong x 8*high SLIDING GATE BARS WIRE AT WROUGHT IRON W/ SOLID METAL TOP OF WALL ON STRUCTURE TOP FINISH BACKING THE INSIDE #4/0 GROUND 18" GRADE & �D 3 STRANDS OF BARB WIRE AT WIRE TO #250MCM GROUND BARBED WIRETOP ON THE INSIDE O :I SUPPORT i i GROUNDING DETAIL GRID WIRES vBLOCK WALL BLOCK WALL STRUCTURE AND SUPPORT PLATE LIGHTNING AIR TERMINAL BLOCK WALL NC , ALL EQUIPMENT GROUNDING SIDE & PLAN VIEW FRONT VIEW (FLATEQu1PMENT ANCHOR CORNER SUPPORT NJ f �L (FLAT WALL SUPPORT) WALL SUPPORT) I I i PLATE W/ 2 BOLTS, BOND ALL I BOLTS IN INDIVIDUAL X x X SUPPORTS FOOTING PIER RE—BAR 2" BARBED WIRE l EXPANSION BOLTS �� X—X—X BLOCK BLOCK X—X—X CLAD COPPER j A X X TYPICAL GROUND FINISH GRADE CLAD GROUND ROD WALL WALL A SIDE 8 SIDE j CLAMP c¢v O SUPPORTCORNER PLAN WIRE o gin' PLAN AT 180• ! ! HOLE j HOLE cr MAN MAN 12" WALL CORNER 1 — A _ #4/0 CONNECTED TO GROUND ROD TO `a� O ' SUPPORT PLATE O (TYPICAL) LEAVE 10� �6 INTERFACE I - 06 Comm MAIN #250MCM GRID SEPARATE TAP CABLE CAD WELD SLACK FOR SCE GRID APPROVED CONNECTION PULLBOX W/ EXT. CONDUCTOR III I i WHERE SHOWN Q A FOR GROUND WIRE LOCATED AT CORNER R B AR N I N JI GROUND WIRE —� E BOD G I [ NOT TO SCALE CONTINUOUS LOOP #250MCM GROUND GRID WIRES it DETAIL A SECTION A—A CORNER SUPPORT — X2 BATTERY RACK LJ �-- ANDERSON KS-500 SEE DETAIL A BLOCK WALL LGT I • . �IflL . � • � - � � DETAIL—GROUND ROD SWITCHGEAR NOT TO SCALE BARBED WIRE pq EXPANSION BOLTS - - - - rNL �B• I GROUND BUS <II > I 1 I I I i T 3/4"X10' COPPERCLAD rTn GROUND WIRE ° ! - GND ROD HOLDER I I •'i 1 ; • I BATTERY I ( I FINISH SEE DETAIL B ��A -� CHARGER FLOOR I! - I — TYPICAL IN BUILDING #250MCM J I ,�- 4" MIN. GROUND WIRE �. { x -� AND WALL FOOTINGS LL /� I FINISH DIRT GRADE 2" ABOVE BOTTOM IS BLOCK WALL TAI I ;,I A CONTINUOUS #250MCM TOP VIEW �. 1 ;" • ' " `� ® BARE COPPER GROUND 4" BENTONITE BACKFILL 2 f - ( � YNRE. SERVICE GROUND ® 18" le ICORNER SUPPORT PLATE NI EI41 OT TO SCALE #250MCM FOR MAIN W/ SUPPORT GROUND GRID Et T e Y, y 2' BARBED WIRE \ LGT x 6 I EI BLOCK } WALL "Ill - t � ; I �-- I MAIN GROUND SECTION 2' X—X—X—X X (,•1 • j� #250MCM CU NOT TO SCALE x —X—X—X X - . -- • , ; -1• I j ELEVATION PULL 80X FINISH GRADE I L X— X—X i ' — i .1 I I I ( I ( OR MAN HOLE CON— FROM MAIN SOAK BENTONITE BEFORE BACK FILLING TAINING OVER 600V 1 k GROUND GRID � � ��', � �_:. , . �41 ��,• ,F, ; 4 I'; ---� TO SUBSTATION F",-y O . GROUND GRID IN , -4 . I� .� -•� � 3 T FOOTING r� • : . : .r 36" FREE TAIL - I''I - t . 6„ RGS ELEVATION AT 90 WALL CORNER PLAN AT 90 BOND ALL METAL RISER • WA RN R i- ' � I - - � ��� � ff (SIMILAR FOR 180 CORNER AND LL CO E , I - _ _ - I 2O WITH #6 HARD Y SUBSTATION I DIN ° I -- ! III€« DRAWN RSWIRDE SEAL GND CLAMP B SUBS O BU L G I I O1 WATER BRONZE — } TIGHT 12 , FINISH GRADE I' GROUNDING - BLOCK WALL W/ BARBED SUBSTATION f--- — I NOT TO SCALE L'M I I I BUILDING I - G - i I I #4/0 TO MAIN I #250MCM GRID „ MH/PB GROUND SCE SWITCH PLATFORM GROUND GROUNDING SYMBOLS TYPICAL 36 FROM NOT TO SCALE OUTSIDE BUILDING NOT TO, SCALE ALSO APPLIES TO S&C 115KV SWITCHER) AND BLOCK WALL CONDUIT BONDING �— —� #250MCM BARE COPPER GROUND WIRE BURIED AS SHOWN. SU STATION GROUNDING PLAN NOTE: CHRISTY G5 CONCRETE NOT Tv SCALE ■ CADWELD EXOTHERMIC WELDED CONNECTION. ALL GROUND CONNECTION SCALE: 1/8' = 1'-0" GROUND ROD BOX W/ 1) USE ALL S.S. BOLTS & NUTS. NOT EXPOSED ARE TO BE EXOTHERMIC WELDED CONNECTIONS. CONCRETE LID AND 3/4"X10' COPPER SHEET NOTES: X TYPE OF GROUND TERMINATION, REFERENCE DETAILS THIS SHEET. EXTENSION CLAD GROUND ROD 1) ALL GROUNDING FITTINGS TO BE CAST BRONZE W/ S.S. BOLTS TO STRUCTURES, PEBBLE ROCK Vill' GROUND PADS OR OTHER DEVICES & BE U. . APPROVED T 3/4"x10' COPPER CLAD GROUND ROD. I L OVED 0 MEET ARTICLE 250 N.E.C. APPROX. _10" DEPTH 2) ALL GROUNDING TERMINATIONS TO BE VIA U.L. APPROVED COPPER GROUNDING 2 NOTES: GROUND ROD TO HOLE CONNECTIONS AND/OR LUGS. 1) SEE ALSO TOWER STRUCTURE PLANS FOR GROUNDING ON TOWERS. SEPARATE TAP CABLE CONNECTOR. KEARNY TO FABRIC CONDUCTOR � BURNDY TYPE 'GK' 1"W x 6"L TYP WHERE SHOWN FLEXIBLE STEEL DOOR 2) USE ONLY U.L. LABELED BRONZE GROUNDING FITTINGS. ( ) COPPER BRAID, HINGE WEAVE WIRE THRU CONTINUOUS LOOP #250MCM GROUND 2 HOLE 3) ABSOLUTELY NO ALUMINUM OR POTTED FITTINGS GRID WIRES FABRIC BLOCK WALL 4) ALL CABLE TERMINATIONS ARE EITHER INTO PROPER BOLTED FITTINGS FENCE POST OR ATTACHED TO GROUND PADS WITH TWO HOLE (NEMA PATTERN 2 HOLE COMPRESSION COMPRESSION LUGS. CABLE TO POST DETAIL-GROUND WELL CONNECTOR. ATTACH 5) ALL MAIN GRID CROSSINGS ARE CAD WELDED WITH 4-WAY CROSS. CONNECTORSON TYPE NOT TO SCALE ANDER TO FRAME AND DOOR ANDER (CLEAN STEEL BARE) _� CITY ENLARGED DETAIL W/ 2-3/8" SELF THREADING S.S. BOLTS WE •, #250MCM GND DESCRIPTION OF REVISION DATE APPROVED: I I� I k TAPPED FROM GROUND GRID . CITY OF RANCHO CUCAMONGA BLOCK WALL STEEL DOOR BLOCK WALL #4/0 PIGTAIL GROUND W/ DOOR WIRE ATTACHED TO 1" STEEL BASE PLATE HARDWARE BASE WITH LUGGROUNDING FENCE SUBSTATION GROUNDING PLAN „ - LOOKING AT STEEL DOOR 3 DOOR FROM FRAME FINISH ROCK GRADE NOT TO SCALESUBSTATION 1 2 K V c INSIDE O FINISH DIRT GRADE CAD WELD #2/0 BUILDING GROUND WIRE TO (4) 3/4X36X4 GALVANIZED MAIN GROUND ANCHOR BOLTS NO GRID CAD WELD #4/0 ��' DATE: GROUND WIRE TO 24" ROUND BY 42" DEEP APPROVED BY: RCE N .: 24953 ANCHOR BOLT WILLIAM J. 0' L, CI ENGINEER AND MAIN CONCRETE PIER DESIGN PLAN PREPARED BY. GARY R. OLSEN, P.E. RECOMMENDED GROUND GRID #6 REBAR SQUARED AND o Underground CA. EE 8283 09-06 SEE ENLARGED TIED TO ANCHOR BOLTS GRO �� ���fq JOE PREVENDAR, P.E. DETAIL ABOVE A T 12" O.C. Service Alert CONTRACTOR MUST READ SPECIFICATIONS AND !�` p. f' Call: TOLL FREE DRAWN � � CA. EE 16581 03-06 SHEET E. NC S. N 4049 N. FRESNO ST. GROUND DETAIL - STEEL DOOR SUBSTATION AREA LIGHT DETAIL ® 1 -800-422-4133 INSTALL MATERIAL AS PER SPECIFICATIONS CRT , ,ow FRESNO, 59 93726 E-5 of 21 DrYdH�w•q PH (559) 221-7230 NOT TO SCALE NOT TO SCALE AND/OR PLANS OR AS PER E.P.S. APPROVAL CHECKED FAX: (559) 221-0507 DRAWING NO. TWO WORKING DAYS BEFORE YOU DIG GRO DATE 08-1$-03 FILE NO CRC-03-001 CRC001 -13ND ------ ------------ TO 11 PANEL `L' SEL-351 SEL-351 PNL 'L' SEL-351 SEL-351 CONTROL SYMBOLS (THIS SHEET) PANEL 'L' LOW�C 1 PHASE, -40/1 20VAC 100A XF-MSA PTA PTB XF-MSB SECTION SECTION FOR ALL 120VAC, 40/2 INPUT PWR LOSS NQOB 100/2 MAIN ® O O Q 18" BACK TERMINI EQUIPMENT, ETC. 1 C W/ COMMON ALARM TRIP ONLY SEL 387A FL/RS] j L/RS 3 L/RS L/RS 3 SEL 387A PAN W 2-#8/G Tg_ 1.25" PLY CS BREAKER CONTROL SWITCH ^— SEL-351 52-A1 CS 52-A3 CS ABT 52-63 CS 52-B1 CS SEL-351 WOOD USE BREAKER CONTROL SWITCH WITH INTERNAL LED CKTS 1,3 HTR 1 INDICATORS FOR POSITION 20/2 PAINTED IN PANEL •Bf PULL Q es O 8 SEL-351 SEL-351 SEL-351 SEL-351 SEL-351 OO� PULL FRONT BATTERY �— SHELVES do LS REMOTE/LOCAL CONTROL SNATCH CK TS 2,4 HTR 2 SECTION SECTION HARE ALL SEL UNUSED R CHARGER 1 PHASE, 120VDC, 100A 20/2 j as 030 REAR DOOR I/O TO COMMON SAME AS CS 4-750MCM O O O O 4-750MCM IN BACK TERMINAL BLOCKS(S) XX ELECTRICAL BUS OR NODE NUMBER, REFER TO STUDIES, NQOB 100/2 MAIN MAG CKT 5 EF#1 PER PHASE L/RS CS L/RS j L/RS } j L/RS L/RS 3aF 3 L/RS 3 L/RS CS PER PHASE I/O TB INSIDE CABINET 3/4"C W/ TRIP ONLY 2p/1 ICOMMONI SCHEDULES, AND REPORTS 2—#6 1 1/4"C W/ 3PH, 3W 52—MA 52—A2 CS 52—A4 CS 52—T CS 52—B4 CS 52-62 CS 52—MB 3PH, 3W CT CURRENT TRANSFORMER CLASS 400, METERING �-. SPARE CKT 6 — TBB RECPT. ACCURACY BATTERY 2—#1/0 20/2 20/1 I& RACK ^— CKT 7 EF 02 PT POTENTIAL TRANSFORMER, METERING ACCURACY 120VDC, 150AH 20/2 SPARE 20/1 SEL-2032 STORAGE BATTERIES CKT 8 TBB RECPT. 12KV SWITCHGEAR ELEVATION, 86 86 DEVICE WITH 4 SPARE SPDT CONTACTS EACH WIRED COMPLETE 60/2 1-C W/ CKT 9 '� BUILDING LIGHTS NEMA 1G, INDOOR OUTER TO COMMON TERMINAL BLOCK IN CONTROL SECTION DOOR TWO TIER ALCAD LEAD ^— 'XFP-A' 2- 4 20/1 MAXIMUM DEPTH = 100" SELENIUM BATTERIES 20/2 COMPLETE20 2 'XFP-8' CKT 10 20i, BATT CHRGR SEE ALSO ATTACHED / PIONEER DWG 24650OAl -2 SPARE CKT 11 20/1BUILDING RECPT. FOR ACTUAL 12KV 20/2 HMI CONTAINS SEL SOFTWARE 5040, 5601, 5020 INSTALLED AND PROGRAMMED — SPARE CKT 12 201 EMERGENCY LIGHTS 20/2 BY SEL. SEL TO PROGRAM ALL 351's AND 387's PER ENGINEERS SET POINTS. SWITCHGEAR DETAILS HMI PROVIDE 3 DISK WITH COPIES OF ALL DEVICE FILES AND PROGRAMMING FILES. '�— BUILDING LIGHTS CKT 13 201 YARD LIGHT POLES UPS SEL TO INSTALL LOOKOUT GRAPHIC SOFTWARE AND PROGRAM INITIAL PAGES. 20/2 0 SEE ALSO SPECIFICATIONS. CKT 14 201 YARD RECEPT. PRN O (ADD CKT BREAKERS AS REQUIRED) CKTS 15,17 'XFP-A' HMI, PRN, UPS BY CITY SEL 203233X344(YYYY) Y=PER SEL SEL 30100002XX 60/2 SEL 2032 SEL 3010 TELEPHONE LINE CKTS 16,18 ` 'XFP-B' MODEM 60/2 PER CITY BATTERY SYSTEM CKTS 19,21 302 SwcR MAIN SUBSTATION TRANSFORMER SECURE ALL BATTERIES FOR ZONE 4 EARTH QUAKE CKT 20 20/1 SPARE FURNISHED BY CITY. CONTRACTOR CONDITISTRAPS, AND �nBLESTAND CONNECT H RACK, SUPPLY ALL CONNECTORS, CKT 22 SPARE SEL 387A SEL 351 A2 SEL 351 A4 SEL 351 84 SEL 351 B2 SEL 351 MB SEL 351 B2 TO OFF LOAD, SET, ANCHOR, DRESS 20/1 (ADD CKT BREAKERS SEL 351 Al SEL 351 A3 SEL 351 T SEL 351 B3 SEL 351 B1 OUT, AND AID MANUFACTURE IN BATTERY CHARGER =ALCAN SLRF-130-16 WITH COMBINED AS REQUIRED) 387 = SEL 0387AOI134334X FACTOR TESTS. ALARM STATUS CHARGER MONITOR 351 - SEL 031571335942XX (FULL ADDED 1/0) ar r--- MAIN TRANSFORMER-_-, MAIN SUBSTATION TRANSFORMER - ------ -- I I ( MAIN TRANSFORMER l 3—CT 3-CT , FURNISHED BY CITY. CONTRACTOR 1 3-CT 3-CT l 11CI 66KV TO OFF LOAD, SET, ANCHOR, DRESS I (� I 66KV � I ''=CT I � OUT AND AID MANUFACTURE IN 12KV SIMTCHGEAR ELEVATION � I ,,=CT_ I f 1) SEL TO INSTALL LOOKOUT SOFTWARE ON HMI DEVICE AND PROGRAM THE FOLLOWING: L FACTOR TESTS. T �WI - I _ — _ _� ALARM LIST SHOWING ALL ALARMS AND PROTECTIVE TRIPS FROM SEL DEVICES (BLINK RED, STEADY RED, YELLOW RTN) L- INTRODUCTORY PAGE FOR SUBSTATION 120V PH-G 120V PH-G XF-MSA SECONDARY I I I TBSA BASIC ONE LINE DIAGRAM WITH STATUS (ON/OFF, RACKED IN/OUT) OF ALL BREAKERS XF-MSA SECONDARY I 25KVA, 1 PH 3-PT's T TB LTC A 25KVA, 1 PH 3-PT's TBSA SHORTING UNDER EACH BREAKER A LAYER OF PAGES SHOWING ALL INSTANTANEOUS DEMANDS FOR KW, KVA, KVAR, do PF, MAX. _ T. TB LTC A SHORTING ^--� I BLOCKS AND MIN. FOR EACH WITH PF WITH DATES AND TIMES RESET EACH MONTH AT USED DEFINED DATES, 15 MINUTE BLOCKS 100/2 J1k� n_��Il INTEGRATED DEMANDS. STORE ALL MONTHLY DATA GATHERED IN HISTORY FILES. INCLUDE INSTANTANEOUS KWHRS, 100/2Ak� �3II —� 2 3 PTA A-B-C-N/G B-N KVARHRS, do PF. INCLUDE A HISTORY FILE FOR SAMPLE OF INSTANTANEOUS KWHRS, KVARS, PF AT A USED DEFINED FUSE FUSE PTA A-B-C-N/G B-N FUSE FUSE ( SAMPLE RATE. PROGRAM A NONRESETTABLE TOTAL FOR KWHRS, KVARHRS, PROGRAM A RESETTABLE TOTAL FOR KWHRS WYE-WYE T. AND KVARHRS. DEVELOP A MAXIMUM 4 INPUT TREND ANALYSIS APPLICABLE TO ALL HISTORY FILES. WYE-WYE TRIP GROUNDED 86D -� � SCE I GROUNDED 86H ---410- SCE T B 100A, 240V, 2PDT INSTALL SEL SOFTWARE AS NOTED ABOVE AND PROGRAM FOR ANALYSIS OF ALL 315 AND 387 FEATURES. T B 86A T— T - — T SEL 387A 120VDC ABT, S.N. A.B.T. FORM 941 CONTROLS 86E T— T -�-�— T SEL 387A 120VDC WITH SYNC ON XFER BLACK T.B. SCE TO 2032 E N BLACK C6 T' SCE TO 2032 52-A CS L/RS 868 T- -T- TRIP 'ABT1' L ® CS L/RS T 86F T- -T- TRIP 75052- Me MVA MA - �T- 86C 'LABEL ALL 86 DEVICES' AMVA UTO 5� 2000A T- 85G 'LABEL ALL 86 DEVICES' AUTO 2000A PNL 'L' C.B. 240/120V C.B. 1 PH, 3W 120VDC 100/2 MAIN 120VDC TYPICAL ALL BREAKERS 120VDC TYPICAL ALL BREAKERS _ POSITION = ON/OFF POSITION ON/OFF FROM TO POWER ALL BREAKER CONTROL (CONTACT EACH 3-CT'S 2-�� (CONTACT EACH 3-CT'S STATUS = RACKED 2000:5 - SEL-351 TO 2032 STATUS = RACKED 2000:5 TO 2032 PNL 'B' PROTECTIVE RELAYS, AND POWER - SEL-351 UNRACKED MONITORS AND COMM TRANSMITTERS OR UNRACKED OR CLOSE/OPEN ZERO—SEQ t4 PROVIDE ALL FUSED CIRCUITS REMOTE CLOSE/OPEN PER LEO F PER SEL COPEN LOS - -_ A SIDE SWITCHGEAR PEN CLOSE _ = OFCk — — CCLOSE — — INDOOR TYPICAL ENGRAVED PLASTIC SNITCH INDOOR NAME TAG ON SNITCH (4" X 2") B SIDE SWITCHGEAR SWITCH POSITION INOO KV POSITION NSECURED WITH 4 S.S. SCREWS & STATUS SWITCHGEAR & STATUS SWITCHGEAR ORIGINAL SWITCHGEAR BID DRAWING MAIN BUS 2,000 CU AMP 12.00KV, 3 PH. 3W, 750MVA AIC. 2000A, CU MAIN BUS 2,000 CU AMP 12.00KV, 3 PH. 3W, 750MVA AIC, 2000A, CU I L; � ;� WHITE 1�, 203- S�oE T �� I L��C)w T ; 2032 BLACK TO 2032 I L��3* LC3 ��uE T� C. wH,-E ��3 E SHOWING EQUIPMENT FURNISHED BY CONTROL W 52-A1 CONTROL 52-A2 CONTROL 52-A3 CONTROL W 52-A4 CONTROL 52-TIE CONTROL W 52-B4 CONTROL 52-B3 CONTROL 52-B2 CONTROL Y 52-61 CITY. CONTRACTOR TO OFF LOAD CONTROL CONTROL CONTROL CONTROL CONTROL CONTROL CONTROL CON TROT CONTROL 52- 52- 52- 52- 52- V 52- 52- 52- f A, T 120VDC A2T 120VDC A3T 120VDC A4 T 120VDC ^c3f TIE T 120VDC T 120VDC B3 T 120VDC B2 T 120VDC � � B1 T 120VDC SET ANCHOR CONNECT AND AID L/RS CS L/RS CS FL/RS] CS FL/RS] CS L/RS CS L/RS CS FL/RS] CS FL/RS] CS L/RS CS f f f 3-CT'S SEL-351 3-CT'S __- SEL-351 3-CT'S SEL-351 3-CT'S __ SEL-351 3-CT'S SEL-351 3-CT'S _ SEL-351 3-CT'S - SEL-351 3-CT'S _ SEL-351 3-CT'S SEL-351 MANUFACTURE IN FACTOR TESTS. 800/400:5 800/400:5 800/400:5 800/400:5 800/400:5 800/400:5 800/400:5 800/400:5 800/400:5 ZERO—SEQ ZERO—SEQ ZERO—SEQ ZERO—SEQ ZERO—SEQ ZERO—SEQ ZERO—SEQ ZERO—SEQ ZERO—SEQ ——PER SEL PER SEL PER SEL PER SEL PER SEL PER SEL4 PER SEL PER SEL PER SEL OPEN — — OPEN — — OPEN — — OPEN OPEN — — OPEN — - OPEN = = OPEN _ — OPEN — CLOSE _ — CLOSE — — CLOSE _ — CLOSE — — CLOSE — — CLOSE — — CLOSE — — CLOSE — — CLOSE — — CITY SNATCH SWITCH SWITCH SWITCH SWITCH 2O00A SWITCH SWITCH SWITCH SWITCH DESCRIPTION OF REVISION DATE APPROVED: POSITION POSITION POSITION POSITION POSITION POSITION POSITION POSITION TYP. VACUUM SWITCH do STATUS TYP. VACUUM SNITCH do STATUS TYP. VACUUM SNITCH do STATUS TYP. VACUUM SNITCH POSITION TYP. VACUUM SNATCH STATUS TYP. VACUUM SWITCH do STATUS TYP. VACUUM SNITCH do STATUS TYP. VACUUM SWITCH & STATUS TYP. VACUUM SNATCH do STATUS & RATED 750MVA SYM RATED 750MVA SYM RATED 750MVA SYM RATED 750MVA SYM & STATUS RATED 750MVA SYM RATED 750MVA SYM RATED 750MVA SYM RATED 750MVA SYM RATED 750MVA SYM 1200A 1200a 1200A 0 1200a 1200A 1200a 1200A 1200A CITY OF RANCHO C U C A M O N G A 2- 250-750MCM 2- 250-750MCM 2- 250-750MCM 2- 250-750MCM 2- 250-750MCM 2- 250-750MCM 2- 250-750MCM 2- 250-750MCM CONNECT 351 INTO OPEN/CLOSE CONNECT 351 INTO OPEN/CLOSE CONNECT 351 INTO OPEN/CLOSE CONNECT 351 INTO OPEN/CLOSE CONNECT 351 INTO OPEN/CLOSE CONNECT 351 INTO OPEN/CLOSE CONNECT 351 INTO OPEN/CLOSE CONNECT 351 INTO OPEN/CLOSE CONNECT 351 INTO OPEN/CLOSE SINGLE LINE DIAGRAM CIRCUIT OF BREAKER USING 351 CIRCUIT OF BREAKER USING 351 CIRCUIT OF BREAKER USING 351 CIRCUIT OF BREAKER USING 351 CIRCUIT OF BREAKER USING 351 CIRCUIT OF BREAKER USING 351 CIRCUIT OF BREAKER USING 351 CIRCUIT OF BREAKER USING 351 CIRCUIT OF BREAKER USING 351 1/0. WIRE FOR LOCAL/REMOTE 1/0. WIRE FOR LOCAL/REMOTE 1/0. WIRE FOR LOCAL/REMOTE 1/0. WIRE FOR LOCAL/REMOTE 1/0. WIRE FOR LOCAL/REMOTE 1/0. WIRE FOR LOCAL/REMOTE 1/0. WIRE FOR LOCAL/REMOTE 1/0. WIRE FOR LOCAL/REMOTE 1/0. WARE FOR LOCAL/REMOTE OPEN/CLOSE THRU 351. WHEN OPEN/CLOSE THRU 351. WHEN OPEN/CLOSE THRU 351. WHEN OPEN/CLOSE THRU 351. WHEN OPEN/CLOSE THRU 351. WHEN OPEN/CLOSE THRU 351. WHEN OPEN/CLOSE THRU 351. WHEN OPEN/CLOSE THRU 351. WHEN OPEN/CLOSE THRU 351. WHEN SUBSTATION 12KV BREAKER ON 351 REMOTE BREAKER ON 351 REMOTE BREAKER ON 351 REMOTE BREAKER ON 351 REMOTE BREAKER ON 351 REMOTE BREAKER ON 351 REMOTE BREAKER ON 351 REMOTE BREAKER ON 351 REMOTE BREAKER ON 351 REMOTE DISABLE LOCAL CS DISABLE LOCAL CS DISABLE LOCAL CS DISABLE LOCAL CS DISABLE LOCAL CS DISABLE LOCAL CS DISABLE LOCAL CS DISABLE LOCAL CS DISABLE LOCAL CS (ALREADY AWARDED) f/J.4'.055�01 DATE: SYSTEM ONE LINE DIAGRAM APPROVED BY: ILLIAM J. 0'NE -CITY ENGINEER EE R RCE N0.: 24953 E G DESIGN PUN PREPARED BY. GARY R. OLSEN. P.E. RECOMMENDED Underground CA. EE 8283 09-06 Service Alert CONTRACTOR MUST READ SPECIFICATIONS AND DRAWN GRo �P f�s� ` A. PREVENDAR, P.E. 0* CA. EE 16581 03-06 SHEET Coll: TOLL FREE � E. Nc. S. n 4049 N. FRESNO ST. 1 -800-422-4133 INSTALL MATERIAL AS PER SPECIFICATIONS CRT ,, ,;,,,�,�,,,, FRESNO, CA 93726 EL- 1 OF 21 AND/OR PLANS OR AS PER E.P.S. APPROVAL CHECKED °'""`6''"" FAX: (559) 221-0507 DRAWING NO, TWO WORKING DAYS BEFORE YOU DIG GRO DATE 08-18-03 FILE No CRC-03-001 CRC 001 —S L 8 7 6 5 4 3 2 1 SHIPPING PLIT SHIPPING PLIT SHIPPING PLIT SHIPPING PLIT SHIPPING PLIT SHIPPING PLIT I J C E F G H K LEGEND & SYMBOLS: A B D N1 O 1A N3 O 2A N50 3A N7 O 4A N9 D 5A N110 6A 1 - 1 N120 7A N14 O 8A N16 O 9A N18 D 10A N20 0 11 CS - CIRCUIT BREAKER CONTROL SWITCH D - _ - - - - O 52—B3 1 - 1 52-Bl — — CT - CURRENT TRANSFORMER 8 1 8-lA Q 52 Al 0 1 1 52—A3 � � „ „ � � Q 1-lA FDR BKR -lA FU - FUSE F O PTA O 1-lA FDR BKR 1-lA FDR BKR I PN�� I Q 0 FDR BKR � PTB � O _ 26_2 I 45-1 I 26_2 N2 NAMEPLATE NO.2 (SEE NAMEPLATE SCHEDULE) F COMPARTMENT 26.2 I I 26-2 O COMPARTMENT PPS - PIONEER POWER SYSTEMS =N18 oN20 I 46 1 I ON24 oN22 SPACE _ (3) 12000/120V— I I _ (3) 12000/120V_ PTA - POWER TRANSFORMER, LOAD SIDE BUS A =N13 SEL351-A1 SEL351-A3 I I SEL351-83 SEL351-81 =N14 SPACE PTB - POWER TRANSFORMER, LOAD SIDE BUS B I�N12 =N12 =N12 =N12 SEL387A-BUSB XF-MSA - CONTROL POWER TRANSFORMER, LOAD SIDE BUS A SEL387A-BUSA No G R (2 No G R N43 N44 N45 N46 NO G R Qv a G R O XF-MSB - CONTROLPOWER TRANSFORMER LOAD SIDE BUS B N3355 N3366 N3377 o a CS 3 0 ®6 CS 3L ® © © ® O BUS O ®6 CS 3L 0 © CS 3 N3399 N4400 N4411 N4422 O O O 6 6T 86 6 29-1 21-1 OSED 24-1 29-1 21-1 24-1 ® - I 29_1 21-1 - 29_1 21-1 - 6T © - GREEN INDICATINM - RED INDICATING G LIGHT,® ® 0 ® 5o I TRANS TION 24 1 24 1 - 95” CONTROL © - WHITE INDICATING LIGHT, LOCAL/REMOTE N2 O 1 B N40 N23 2B 29_1 N60 3B 29-1 N8 4A 29_1 N100 N23 3B SECTION 29_1 N130 71B —N15 O 8B N17 0 9B N19 0 -1 OB Zl-1 - CODE NUMBER ON BILL OF MATERIALS =N12 o N27 ON12 N29 =N12 N34 =N12 o N33 =N12 29 1 =N12 ON12 O Q R ® O o Q R Q O o Q R Q O o Q R Q O O o Q R Q O N31� Q R Q O Q R O O O N19 - BLACK 2 X 8 MAIN NAMEPLATE, SEE NAMEPLATE SCHEDULE 21-1 CS 3L CS CS 3L 6T CS 31L ®6 CS 3L 61T CS 3L 86 CS 3L CS 3 24-1 oN16 1-1 oN19 1-1 oN21 1-1 =N 15 1-1 oN25 1-1 oN23 1-1 oN17 SEL351-7 - OVERCURRENT PROTECTION RELAY TYPE 351-7, SEL E - - - SEL351-MA SEL351-A2 SEL351-A4 SEL351-T SEL351-B4 SEL351-B2 SEL351-MB _ - _ _ - - _ - _ _ SEL387A - CURRENT DIFFERENTIAL AND OVERCURRENT RELAY TYPE 387A, SEL E 9-1 8-lA 9-1 8-lA 43LR - SELECTOR SWITCH, 2 POSITION, MAINTAIN CONTACTS, 'LOCAL-REMOTE' XF-MSA _26-1 24-1 26-2 24-1 26-2 24-1 263 24-1 26-2 24-1 26-2 24-1 26-1 XF-MSB 52-A2 - VACUUM BREAKER, 15KV COMPARTMENT COMPARTMENT 86 - TRIP AND LOCKOUT RELAY, ELECTROSWITCH LOR, 5 DECKS 25KVA 1 - 1 52—MA 1-2 52—A2 1-2 52—A4 O 1 - 1 52—TIE 1-2 52—B4 1-2 52—B2 1-2 _ 25KVA O 0 PNL •L' - PANELBOARD •L•. HEMA 1 ENCLOSURE, 240/t2oVAC, 10,3W,10KAIC 12470/240- 120V 1-lA MAIN A 1-2A FDR BKR 1-2A FDR BKR 1-lA TIE BKR 0 1-2A FDR BKR 1-2A FDR BKR 1-2A 52 MB 12470/240- 120V MCB - MOLDED CASE CIRCUIT BREAKER, 100A, 2P, 240VAC, tOKAIC 0 o MAIN B ABT - AUTO BUS TRANSFER SWITCH A J B C D E F G H I J K 36" 36" - 36" 36" 36" 18" 36" 36" 36" 36" 36" 198" 180" UNIT 1 UNIT 2 UNIT 3 UNIT 4 UNIT 5 UNIT 6 UNIT 7 UNIT 8 UNIT 9 UNIT 10 UNIT 11 ENCLOSURE 2500 LBS ENCLOSURE 2500 LBS ENCLOSURE 2500 LBS ENCLOSURE 2500 LBS ENCLOSURE 2500 LBS ENCLOSURE 2500 LBS ENCLOSURE 2500 LBS ENCLOSURE 2500 LBS ENCLOSURE 2500 LBS ENCLOSURE = 2500 LBS BRK LBS BRK LBS BRK LBS BRK LBS BRK LBS BRK LBS BRK LBS BRK LBS BRK LBS BRK LBS RELAY LBS RELAY LBS RELAY LBS RELAY LBS RELAY LBS RELAY LBS RELAY LBS RELAY LBS RELAY LBS RELAY LBS D CT LBS CT LBS CT LBS CT LBS CT LBS CT LBS LBS LBS LBS LBS D PT LBS PT LBS PT LBS PT LBS PT LBS PT LBS LBS LBS LBS LBS 10% 250 LBS 10% 250 LBS 10% 250 LBS 10% 250 LBS 10% 250 LBS 10'7. 250 LBS 10% 250 LBS 10% 250 LBS 10% 250 LBS 10% 250 LBS TOTAL. 2750 LBS TOTAL 2750 LBS TOTAL 2750 LBS TOTAL 2750 LBS TOTAL 2750 LBS TOTAL 2750 LBS TOTAL 2750 LBS TOTAL 2750 LBS TOTAL 2750 LBS TOTAL : 2750 LBS SECTIONS TOTAL ESTIMATED SWITCHGEAR ELEVATION VIEW WL SHT 1-4 & XFMR ?????? N1 , N2 N3, N4 N5, N6 N7, N8 N9, N10 N11 N12, N13 N14, N15 N16, N17 N18, N19 N20 — " — MAIN SUBSTA I — — — — — — — _ — — — — — — TION TRANSFORMER I I s" >< L_ 8" FURNISHED BY CITY. CONTRACTOR C 4" TO OFF LOAD, SET, ANCHOR DRESS C s s 8 OUT AND AID MANUFACTURE IN ___T FACTOR TESTS. 1 16" 10" RECOMMENDED CONDUIT ENTRY 98" (BOTTOM) B B 21" � � � c-a in c� c-a ni I �� �� I 71" IVI IVI IVI IVI IVI IVI IVI IVI IVI IVI IVI IVI IVI IVI IV i IVI IVI IVI I I " 1 2K V SW I TCH GEAR FURNISHED BY 2 IAI IAI IAI IAI IAI IAI IAI IAI IAI IAI I/11 IAI IAI IAI IAI IAI IAI IAI I I 18 i I ,—_________=��, CITY. CONTRACTOR TO OFF LOAD+ + + + , SET, ANCHOR, CONNECT, AND AID MANUFACTURE IN FACTOR TESTS. UNIT 1 UNIT 2 UNIT 3 UNIT 4 UNIT 5 UNIT 6 UNIT 7 UNIT 8 UNIT 9 UNIT 10 UNIT 11 SWITCHGEAR PLAN VIEW P.P.S IS A MEMBER OF �Mn,.�t NATIONAL ELECTRICAL 0 S T E M S I N C. MANUFACTURERS ASSOCIATION PIONEER POWER SYSTEMS Inc. PROPRIETARY AND CONFIDENTIAL INFOIRMATION THIRD ANGLE PROJECTION DRAWN: TT DATE 07/11/03 CITY OF RANCHO CUCAMONGA A This document is the property of ,Pioneer Power Systems Inc. and contains proprietary,nfornation of PPSI. This document is loaned on the express A that neither it nam the information contained therein shall be disclosed to others without the express written consent gf PPSI, and that 10500 CMC CENTER DRIVE the information shall be used by the rec' 'ent only as a roved expressly by PPSI . This document shall be returned to PPS! upon its request. CHECKED: This docunenvnoy be subject to certain restrictions under U.S. export control taws and regulations. RANCHO CUCAMONGA, CA. 91730 PROJECT ENR. TT DATE 07/1 1/03 12KV CLASS METALCLAD SWGR., NEMA 1 ENCLOSURE MECHANICAL ENR, ELEVATION VIEW A INITIAL RELEASE TT 07/11/03 APPROVED HATE 1,1ZE `AGF ND DWG NO 24650OAl -2 D 2 R 9 3 3 COITR NO 15479 LTR REVISIONS/DESCRIPTION DATE APVD LTR REVISIONS/DESCRIPTION DATE APVD LTR REVISIONS/DESCRIPTION DATE APVD HEAD, ENGINEERING` SCALE NONE CAD FILE246500AI-2 ISHEET 1 OF 8 6 I 5 4 3 1 aa(p M W G ,{, z M.H. e `Y 181 1309 z Bench_ 0 D ® T ffi []Traffic Bollard N W46'1 So E 4.00' ® N 89'46'15' E 399.53' 80 - CITY TO 'SAWGUT 4 REMOVE ANY 4 ALL ITEMS NECESSARY TO P ZMVE APPROPRIATE VEHICLE A ACESS TO SUBSTATION, DOOR W/ CITY. lie? °pollard z _ j -79 GAP OFF t WAT1�t MAIN • o EXTENT OF DEMOLITION I SEE AM.1 FOR _ = . \ m -s AREA $ REMOVE OVEREXGAYATION �1 c 1�81 INFO. S.C.E.O m — . - 0 A ° /l�ri�if�7/rpt altii ==`= i�b�s'�iis•V --'`" ° Trof >r B th -Bench tBollarc Tra ICW 11 }L.. GAP OFF (I) HATER MAIN • EXTENT S.C.E. Vault ❑ n �``-- jOF DEMOLITION AREA 4 REMOVEL I 179 Bollard ° J r i ° EXTENT OF vEMo ' i ( r' •r �- WORK, VERIFY gyp.. ...I.. �. f 1 L W/ Eq T. w ° u �V i1s }� 1 ► � M.H. -Voc.o rd o It- LJ °Bot ° .v.❑p I.c.v. • r _ ' N 8 46'15" E 1.58' N 89'46'15' E 931.58' SAWGUT, REN10VM 4 DISPOSE OF- SITE UTILITIE5, 51TE UTILITY BOXES, ABANDONED EAST1NS UTILITY SERVICES, ABANDONED EXISTING LIGHT POLE FOOTINGS, ASM 4ALTIG GOWFM- E PAVING, A5PHALTIG CONCRETE PAVING BASE ROCK, EXISTING CONCRETE WALKS, EXISTING CONCRETE CURBS, EXISTING GONGIRETE MOWSTRIPS, EXISTING VW;5ETATION INCLUDING: TREES, BU%es i ROOT SYSTEMS. SALVASE 4 RETURN TO THE ONNER ALL SITE IRRIGATION. GAP ALL SITE IRRIGATION 4 UTILITIES ADJACENT TO 4/OR MOSSING INTO THE DEMOLITION AREA. IDENTIFY 4 COORDINATE WITH THE OHNER THOSE SITE IRRIGATION AND UTILITY SYSTEMS CITY NEEDING TO BE ANS OPERATIONAL. DESCRIPTION OF REVISION DATE APPROVED: CITY OF RANCHO CUCAMONGA DEMOLI"T"ION SITE PLAN3tRE$ A = SUBSTATION 12KV 1 =20'-O" At BROOKS BROOKS RANSOM ASSOCIATES M EM 840403ts 00 APPROVED BY: _ ( � DATE: 495 °"`°'°"�'� � RCE .: 24953 MIS M. P" AW_ WX 100 o IAM J. 0'N CITY ENGINEER -- - -- - - FlE410, CN.iLRMA 93711 DESIGN PLAN PREPARED BY: GARY R. OLSEN, P.E. RECOMMENDED Underground CA. EE 8283 09-06 Service Alert --____ - �` ----- °'`� f JOE PREVENDAR, P.E. CTOR MUST READ ATIONS AND DRAWN P. SHEET P. �r CA. EE 16581 03-06 Call: TOLL FREE ����1 4049 N. FRESNO ST. M INSTALL MATERIAL AS PER A 1 M�7 — " �� W' S. V' FRESNO, CA 93726 C i.1 OF _ _ - 1-800-422-413 �1 APPROVAL p�/�`.w' " ','E f�°.. PH: (559) 221-7230 AND/OR PLANS OR AS PER EP.S. A f RO AL CHECKED FAX: (559) 221-0507 DRAWING TWO WORKING DAYS BEFORE YOU DIG AL DATE 00-11-03 __ FILENO C_RC-03-001..____. M.H. Bench- _ 18y 1309 r• - mint 1. O - Iffui TR = TOP OF ROOK ❑Traffic 0 Bollard FG = FINISHED GRADE TG ■ TOP OF EXISTING CURB >>e� FF = FINISHED FLOOR TOG = TOP OF CONCRETE _-- 80 E6 ■ EXISTING 6RADE GL = EXISTING 6UTTER LIP 17g? °Bollard : - 8 g 8 8 8 ALL N SUR,PAGE TREATMENT OUTSIDE 79 i ADJACENT TO ENGLOSL#tE 15 BY �I \ o X- o OTHERS. MATCH (E) CONTOURS AND (N) b" GMU WALL - DRAINAGE PATTERNS. SEE FON. PLAN • ` - - . _ = _. --- - 1181 _ __"_" �'��` - h- o ,- - '1 --- - - - $ 01 r _ ao e F-1 G o `� r" (E) ASPHALT ° c _ `0 B th �• ® k TO REMAIN f i Cl) / p (6"w) o _ `� FG'1,� (6AW) W.V. L.+ 8 (1) 4' AVC, OVLR b' CLASS II A66._111 ' b'-0" TALL CHAIN LINK BASE OVER 45515 CNS. PROVIDE I FENCE, DOOR. W/ ELEG. �• ° i RWD. HEADER AT PERIMETER STAIR, TYP. ° 1_ 101 F � RAIL TYP -- - - LANDING, TYP. Bollard Bollard o _ I 4' OF CLASS II A66. BASE TYP. ( � M.H. 4 -7D � +' ,�•. LANDING, TYP. ; �q. eti I - rd ,� 9. �r r�T - -- - ,". g- �`�_-------- RAIL, TIT. -Vac.o - �1`� r+* 0 STAID, TYP. �_/ Bollard a .V.0p I.C.V. 1 .-.----- ------ -- --- ---------- ----- --_ -- - --- - -------- ___ ` S.C.E. O O O -_O O O - 37-0 -- ,fie a AA* NOM VERIFY/GOORD. W/ SCE THE LOGATIOWS) OF UNDERSROLM ELEC. PRIOR TO ANY GONSTR ICTION. SITE GRADING PLAN DESCRIPTION OF REVISION DATE c'TM APPROVED: A = 20'-0" _ CITY OF RANCHO CUCAMONGA No.s c� EX ES : - � P � SUBSTATION 12KV Cr BROOKS RANSOM ASSOCIATES S S,itU AL EN ENGPIPOEM es APPROVED BY: RCE N 240533 7415 N. PAWN ESUI'W 100 o WILLIAM J. 0'N I ENGINEER - - - - - - MEW% CMFOWMA#3711 DESIGN PLAN PREPARED BY: GARY R. OLSEN, P.E. RECOMMENDED Underground CA. EE 8283 09-06 Service Alert ----- ��� p 01 f" f JOE PREVENDAR, P.E. --- CONTRACTOR MIDST READ SPECIFICATIONS AND DRAWN P. _ SHEET �� �s CA. EE 16581 03-06 Call: TOLL FREE W E. S N 4049 N. FRESNO ST. M �ISTALL MATERIAL AS PERS ATIONS r, ,M FRESNO, CA 93726 C 1.2 OF 1-800-422-4133 APF OVAL �bow PH: (559) 221-7230 AND/OR PLANS OR AS PER E.P.S. A�^NAL CHECKED FAX: (559) 221-0507 DRAWING NO. TWO WORKING DAYS BEFORE YOU DIG AL CpL DATE 08-1 1-03 FILE NO CRC-03-001__ - DETAILING HOOK-- EVETAILINCY 1. MAXIMUM ALLOWABLE SOIL BEARING PRESSURE IS AS FOLLOWS: A.B. ANCHOR BOLT E.N. EDGE NAILING PL. PLATE 1. DETAILS AND NOTES ON TYPICAL SHEETS SHALL APPLY UNLESS SPECIFICALLY SHOWN DIMENSION 6 DIMENSION FOUNDATIONS SHALL BEAR ON ENGINEERED FILL AM. ADJUSTABLE ELEV. ELEVATION PENNY(d) NAILS OTHERWISE. DETAILS OF CONSTRUCTION NOT FULLY SHOWN SHALL BE OF THE SAME WASHER SCHEDULE A OR - _--_ A MINIMUM OF 18" BELOW ADJACENT GRADE OR FINISHED ABV. ABOVE ENGR. ENGINEER PLYWD. PLYWOOD NATURE AS SHOWN FOR SIMILAR CONDITIONS. TYPICAL DETAILS ARE AT NO SCALE. BOLT STEEL PLATE MALLEABLE IRON D\�` N: D ��i - GRADE. MAXIMUM ALLOWABLE BEARING CAPACITY SHALL BE: A.C.I. AMERICAN EQ. EQUAL P.S.F. POUNDS PER 2. DO NOT SCALE STRUCTURAL DRAWINGS. IF DIMENSIONS OR DETAIL ARE NOT CLEAR OR ,� C� BAR DIAMETER "b CONCRETE EQUIP. EQUIPMENT SQUARE FOOT DISCREPANCIES EXIST ON THE DRAWINGS OR SPECIFICATIONS, CONTACT THE ENGINEER. SIZE SQUARE ROUND CONTINUOUS FOOTINGS : 2000 PSF INSTITUTE EXIST (E) EXISTING P.S.I. POUNDS PER D = FINISHED INSIDE BEND DIA. ry 1/2"0 2" x 1/4" 2 1/2" x 1/4* 4 _. < PAD FOOTINGS 2000 PSF A.I.S.C. AMERICAN EXP. EXPANSION SQUARE INCH 3. SEE MECHANICAL, ELECTRICAL, AND/OR ARCHITECTURAL DRAWINGS FOR LOCATION AND 5/8"* + 2 1/2" x 1/4 2 3/4" x 5/16" 2 1/2" I"�N• X D - 6% FOR *5 THROU&H *b '� - INSTITUTE OF FIN. FINISH PRESS. PRESSURE SIZE OF PIPES, CONDUITS, FLOOR DRAINS, VENTS, DUCTS, DRAIN LEADERS AND STEEL CONSTR. F.N. FIELD NAILING R. RADIUS OTHER SIMILAR OPENINGS NOT INDICATED ON THE STRUCTURAL DRAWINGS. 3/4"0 3" x 5/16" 3" x 3/8" D = bc6 FOR *q, MIO, AND *11 PER SOILS REPORT PREPARED BY KLEINFELDER, INC., REPORT N0. 31753 A.S.T.M. AMERICAN SOCIETY FLR. FLOOR REINF. REINFORCING - - D = IOD FOR MI4 AND MIb DEQ DATED JULY 11, 2003. FOR TESTING FTG. FOOTING REIN . REQUIRED 4. SEE MECHANICAL, ELECTRICAL AND/OR ARCHITECTURAL DRAWINGS FOR EMBEDMENT OF 7/8"* 3 1/2" x 5/8" 3 1/2" x 7/16" d BOLTS, ANCHORS AND OTHER MISCELLANEOUS EMBEDDED ITEMS NOT SHOWN ON & MATERIALS FDN. FOUNDATION RM. ROOM STRUCTURAL DRAWINGS. 1110 3 3/4" x 7/16" i 4" x 1/2" IMENSION OF STANDARD 180-DEG DIMEN51ON OF STANDARD qO-DEG ARCH. ARCHITECT(URAL) FRMG. FRAMING SCHED. SCHEDULE BAR HOOKS, ALL &RAVES HOOKS, ALL &RAVES BM. BEAM GA. GAUGE SHTG. SHEATHING 5. THE DESIGN, FABRICATION AND CONSTRUCTION SHALL COMPLY WITH THE CALIFORNIA 1 1/8"* 4' x 7/16' 4 1/2" x 9/16" SIS A OR 2. MAXIMUM SIZE AGGREGATE SHALL BE AS FOLLOWS: BD. BOARD GALV. GALVANIZED SHT. SHEET CODE OF REGULATIONS, TITLE 24. 6 J D AOR 6 D SLAB ON GRADE: 1 1 1/2-0 4 1/4- x 1/2" 5' . BLOCK G.L.B. GLUE LAM BEAM SIM. SIMILAR *3 5" 3" 21/4" b" 21/4" BLKG. BLOCKING GRD. GRADE SPEC. SPECIFICATION 6. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. FOOTINGS: 1 1/2- UNLESS OTHERWISE SHOWN, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. BOT. BOTTOM H.D. HOLDOWN STGR. STAGGER THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND HE SHALL BE SOLELY 04 b" 4" 'S" 8" 5" BLDG. BUILDING HGR. HANGER STD. STANDARD RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AN WASHER SCHEDULE *5 T" 5' 5 5/4' 10" 5 5/4" CLG. CEILING HDR. HEADER STL. STEEL PROCEDURES. IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, 3. MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AT 28 DAYS SHALL BE AS FOLLOWS: CLR. CLEAR HT. HEIGHT STIFF. STIFFENER THE CONTRACTOR WILL SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE 9 Mb b" b" 4 1/2" 1'-0" 4 1/2' COL COLUMN HORIZ. HORIZONTAL STRUCT. STRUCTURAL JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE *1 10" 7" 5 1/4" 1'-2" 5 1/4" 3000 PSI........................FOOTINGS do SLAB ON GRADE C.M.U. CONCRETE IN. INCH SQ. SQUARE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE UMITED TO MASONRY I.D. INSIDE DIAMETER SYM. SYMMETRICAL NORMAL WORKING HOURS. 32 DIA's 32 DIA's Mb IV b" b" 11-4' b" UNIT INT. INTERIOR THK. THICK 7• THE DUTY OF THE ENGINEER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR' 4. ALL DIMENSIONS SHOWN FOR LOCATION OF REINFORCING STEEL ARE TO FACE OF C.J. CONSTRUCTION JST. JOIST U.B.C. UNIFORM Mq I'-5" II 5/4' q 1/2" I'-?" Q 1/2" BAR AND DENOTE CLEAR COVERAGE. UNLESS SPECIFICALLY NOTED, CONCRETE JOINT LAM. LAMINATED BUILDING PERFORMANCE IS NOT INTENDED TINCLUDE REVIEW E THE ADEQUACY OF THE I COVERAGE SHALL BE AS FOLLOWS: CONTRACTOR'S SAFETY MEASURES N, ON, OR NEAR THE CONSTRUCTION SITE. 52 DIA's Ib DIA s X { ? MIO 1'-5" I'-I 1/4" 10 5/4" I'-10" 10 3/4" CONC. CONCRETE LT. WT. LIGHT WEIGHT CODE f - CONN. CONNECTION M.B. MACHINE BOLT U.N.O. UNLESS 8. ANY SUPPORT SERVICES PERFORMED BY THE ENGINEER FIELD REPRESENTATIVES DURING CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH:........................3 CONSTR. CONSTRUCTION MAS. MASONRY NOTED CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION CONCRETE EXPOSED TO EARTH OR WEATHER: (NO. 6 THROUGH NO.18)........6...2 CONT. CONTINUOUS MAX. MAXIMUM OTHERWISE SERVICES WHICH ARE FURNISHED BY OTHERS. THESE SUPPORT SERVICES PERFORMED 0I4 2'-5" 11-4 5/4" Ib 1/4" 2'-Y I8 I/4" (NO. 5 AND SMALLER).........1 1/2" DEMO. DEMOLISH MTL. METAL VERT. VERTICAL BY THE ENGINEER WHETHER PERFORMED PRIOR TO, DURING, OR AFTER COMPLETION OF • • • k MIb 5'-0' 2'-4 I/2" 24' 5'-5' 24" DET. DETAIL MIN. MINIMUM WT. WEIGHT CONSTRUCTION ARE PERFORMED SOLELY FOR THE PURPOSE OF ASSISTING IN QUALITY -- CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: DWG. DIAGONAL N.T.S. NOT TO SCALE W.W.F. WELDED WIRE CONTROL AND IN ACHIEVING CONFORMANCE WITH CONTRACT DRAWINGS AND SPECIFICA- M3 TO SLABS, WALLS AND JOISTS: NO. 14 AND NO.18)...........1 1/2" DIA. (0) DIAMETER NO. or NUMBER FABRIC TIONS, BUT THEY DO NOT GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL NOT Z. 11 AND SMALLER)..........3/4" DIM. DIMENSION O.C. ON CENTER W.W.M. WELDED WIRE BE CONSTRUED AS SUPERVISION OF CONSTRUCTION. ANY SUBSTITUTIONS FOR 04 6% OR D = BEND DIAMETER DBL DOUBLE OPNG. OPENING MESH STRUCTURAL MEMBERS, HARDWARE, OR DETAILS SHALL BE REVIEWED BY THE ARCHITECT �+ 2 1/2" MIN BEAMS AND COLUMNS:...................................................................................1 1/2 DWG. DRAWING OPP. OPPOSITE W.F. WIDE FLANGE AND STRUCTURAL ENGINEER. SUCH REVIEW WILL BE BILLED ON A TIME AND MATERIALS M SHELLS AND FOLDED PLATE MEMBERS: (NO. 6 AND LARGER)............. 3/4" EA. EACH O.D. OUTSIDE DIA. W/ WITH BASIS TO THE GENERAL CONTRACTOR WITH NO GUARANTEE THAT THE SUBSTITUTION WILL DOUBLE #6 TO Ob (NO. 5 AND SMALLER)............ 1/2" BE ALLOWED. 121)2 HOOK n HOOK n � 46 PLACE REINF. AT MID-THICKNESS FOR SLABS ON GROUND 9. ALL WORK SHALL CONFORM TO THE LATEST APPLICABLE CONSTRUCTION SAFETY REQUIRE AOR 6 i i AOR MENTS OF O.S.HA. AND ANY OTHER GOVERNMENTAL ENTITY HAVING JURISDICTION. ►I - -II ----._ ..k 5. ALL SPLICES IN CONTINUOUS REINFORCEMENT OR REINFORCING AS USED IN WALLS, ly 32 DIA's 'k 52 VIA's * Ib VIA's ' FOOTINGS, ETC. SHALL HAVE A MINIMUM LAP AS SPECIRIED IN DETAIL 12/S1.1. � i ;b� " i = � _� SPLICES IN ADJACENT BARS SHALL NOT BE LESS THAN 4'-0" APART. VERTICAL WALL ABBREVIATIONS GENERAL NOTES 12" MIN. ! 2 1/2 `-' I `-' - BARS SHALL BE SPLICED AT OR NEAR FLOOR LINES. BARS MAY BE WIRED TOGETHER I i MIN. i AT SPLICES OR LAPS EXCEPT FOR TOP REINF. OF BEAM AND SLABS, OR WHERE I a , OK jC, O \,, 0 SPECIFICALLY DETAILED TO BE SEPARATED. E' J' -� ` 6. CONCRETE SHALL NOT BE DROPPED THROUGH REINF. STEEL (AS IN WALL) SO AS TO �� �° J { �, { � � 1. ALL BUTT WELDS SHALL BE COMPLETE PENETRATION WELDS. Q < Q CAUSE SEGREGATION OF AGGREGATES. IN SUCH CASES, HOPPERS AND VERTICAL -STEEL -NATIVE SOIL • ° CHUTES OR TRUNKS SHALL BE USED. CHUTES OR TRUNKS SHALL BE OF VARIABLE 2. ALL WELDING OF STRUCTURAL STEEL MEMBERS SHALL BE DONE BY CURRENTLY LENGTHS SO THAT FREE UNCONFINED FALL OF CONCRETE SHALL NOT EXCEED CERTIFIED WELDERS AND DONE IN CONFORMANCE WITH THE A.I.S.C. AND A.W.S. w FIVE (5) FEET AND SUFFICIENT NUMBER SHALL BE USED TO INSURE THE CONCRETE SPECIFICATIONS. NO WELDING PERMITTED ON MEMBERS SUPPORTING LOADS. i I *5 MIN. TYP. 'k .y BEING LEVEL AT ALL TIMES. -MASONRY -ENGINEERED FILL 3. WHERE THE CONTRACTOR REQUEST WELDING TO BE USED IN LIEU OF BOLTED BEAM BEAM BEAM 7. HORIZONTAL CONSTRUCTION JOINTS SHALL HAVE ENTIRE SURFACE REMOVED TO CONNECTIONS SUCH WELDING SHALL BE DONE ONLY WITH THE ENGINEERS PRIOR CL EXPOSED CLEAN AGGREGATE SOLIDLY EMBEDDED. APPROVAL ANY TESTING AND/OR INSPECTION THE ENGINEER MAY DEEM NECESSARY • ° 0 �D (� �135.-CC-G8. ALL STEEL COLUMN BASE PLATES AND STEEL BEAMS BEARING ON CONCRETE SHALL TO BE ASSURED OF THE QUALITY OF SUCH WELDING SHALL BE DONE AT THE -AGGREGATE -GROUT BEAR UPON 1 1/2- DRYPACK AND LEVELING NUTS EXCEPT AS NOTED OTHERWISE. CONTRACTORS EXPENSE. STFHC=8 S�lBMlC STFfW TE 9. WHERE STEEL MEMBERS BEAR IN CONCRETE OR MASONRY WALLS, OPENINGS SHALL 4. ASTM A-325N BOLTS SHALL BE USED UNLESS OTHERWISE NOTED. FXP (TIE BENDS SIMILAR) BE DRY-PACKED AFTER STEEL IS IN PLACE. 5. HOLES PUNCHED OR DRILLED IN BEAMS SHALL BE AS FOLLOWS UNLESS NOTED REINF. LAPS CONC. WALL OTHERWISE ON THE DRAWING: HOLES FOR BOLTS SHALL BE 1/16" LARGER THAN � 10. CONTRACTOR SHALL SUBMIT PROPOSED POUR SCHEDULE FOR ENGINEERS APPROVAL THE NOMINAL DIAMETER OF THE BOLT WHERE CONNECTION IS OF SHEAR TYPE, AND -WOOD BLOCK -CONCRETE A qd 135' 135 t�EISMIG HOOK PRIOR TO THE FORMING OR POURING OF ANY CONCRETE WORK. 3/16' LARGER WHERE CONNECTION IS OF BEARING TYPE ON CONCRETE OR AND FTG. INTERSECTION SIZE D 11. SEE ARCHITECTURAL PLANS FOR SIZE AND LOCATION OF NON-BEARING WALLS FOR MASONRY. (10 OR A OR 6 X. H 51ZE D A OR & APPROX. LOCATING ANCHOR BOLTS. 6. ANGLE SIZE FOR ALL FRAMED BEAM CONNECTIONS NOTES ON DRAWINGS SHALL BE -CONTINUOUS WOOD MEMBER 3 1 1/2" 4" 4" 21/21, *3 1 1/2" 5" 51/21, 12. THE CONTRACTOR SHALL FURNISH AND INSTALL 1/2" PRE-MOLDED EXPANSION 40 1/2 x 5/16 UNLESS OTHERWISE NOTED. 04 2" 4 1/2' 4 1/2" 5" *4 2" b 1/2' 4 1/2" JOINTS IN ALL EXTERIOR WALKS AND SLABS AS INDICATED ON DRAWINGS, BUT IN 7 ALL STRUCTURAL STEEL AND MISCELLANEOUS STEEL SHALL RECEIVE ONE SHOP NO CASE MORE THAN 24'-Om O.C. COAT OF RED OXIDE OR ZINC CHROMATE OR APPROVED EQUAL BASE. 05 2 1/2" b" 5 1/2" 33/4" *5 12 1/2' b" 5 1/2" 13. ALL REINFORCING SHALL BE GRADE 40 FOR #3, GRADE 60 FOR #4 AND URGER. 8. ALL STRUCTURAL do MISCELLANEOUS STEEL SHALL CONFORM TO THE FOLLOWING Mb 4 1/2" I'-0' b" 4 1/2" Mb 4 1/2" 11' b 1/2" 14. ALL WELDING OF REINFORCING STEEL SHALL BE WITH LOW HYDROGEN ELECTRODES STANDARDS: DETAIL *1 51/4' I'-2' q" 51/41, *? 51/4' 1'-01/2- 1 7 3/4" UNLESS OTHERWISE NOTED. WELDING OF REINFORCING SHALL BE ALLOWED ONLY A) WIDE FLANGE BEAMS AND COLUMNS TO BE ASTM A992 (Fy=50ksi) IN -DETAIL WHERE DETAILED ON DRAWINGS. ALL WELDING SHALL BE DONE IN ACCORDANCE WITH ACCORDANCE WITH RISC. X Mb b' 1'-4' 10 I/2' b' Mb b" 1'-21/2' q" AMERICAN WELDING SOCIETY SPECIFICATIONS AWS D1.4. WELDING SHALL NOT BE B) CHANNELS, ANGLES, BASE PLATES, AND MISCELANEOUS METALS TO BE SHEET DRAWN ON lot POUR 2nd POUR DONE WITHIN TWO BAR DIAMETERS OF ANY BENT PORTION OF A BAR WHICH HAS ASTM A36_ BEEN BENT COLD. WELDING OF CROSSING BARS SHALL NOT BE PERMITTED FOR g STRUCTURAL PIPE SHALL CONFORM TO A.S.T.M. A-53 GRADE 'B'. STRUCTURAL ASSEMBLY OF REINFORCEMENT UNLESS AUTHORIZED BY THE STRUCTURAL ENGINEER OF TUBING SHALL CONFORM TO A.S.T.M. A-500 GRADE "B". L_ X RECORD. ASTM A706 REINFORCING SHALL BE USED FOR ALL REINFORCING THAT IS -SECTION LAP TYP. BEING WELDED. 10. LIGHT GAUGE COLD-FORMED STRUCTURAL STEEL SHALL CONFORM TO THE XX U.N.O. SPECIFICATIONS OF THE A LS.C. MANUAL (1996 EDITION). Typ L.ONEsIT. STANDARD HOOK DETAILS FOUND. AND CONC. NOTES „• LIGHT GAUGE STRUCTURAL STEEL SHALL BE SHAPED AS SHOWN IN THE A.I.S.C. DESIGN C MANUAL, UNLESS SPECIFICALLY OTHERWISE CALLED FOR. J 12. ALL ENDS OF EXPOSED STRUCTURAL SHAPES AND TUBE STEEL MEMBERS SHALL HAVE _ yv. _ _ 1/4" CAP PLATE WITH WELDS GRIND SMOOTH. 1. CONCRETE MASONRY UNITS SHALL BE LIGHT WEIGHT, TYPE "N" AS SET FORTH 1. UNLESS SPECIFICALLY SHOWN OTHERWISE, BOLTS WHERE CALLED FOR ON THE 13. ALL STRUCTURAL do MISCELLANEOUS STEEL SHALL BE HOT 2 IN A.S.T.M. SPEC NO. C90. THE FOLLOWING MINIMUM STRENGTH FOR TYPE 1, DRAWINGS SHALL BE MACHINE MADE A307 TYPE. DIPPED GALVANIZED. MOISTURE CONTROLLED UNITS SHALL BE: STEEL NOTES 2. ALL BOLTS AND LAG SCREWS SHALL BE PROVIDED WITH STANDARD STEEL WASHERS 8" CMU ................... F'm = 1500 PSI UNDER HEAD AND NUTS WHICH BEAR ON WOOD ACCORDING TO THE WASHER VERT. REINF. SCHEDULE ON THIS SHEET (U.N.O.). _ 2x6 BEVELED 144ERE OCCURS 3. BOLTS AND SCREWS SHALL BE TIGHTENED AT TIME OF ERECTION AND RE- KEY FULL. WIDTHI ! 2. MORTAR SHALL BE TYPE 'S" WITH A MINIMUM COMPRESSIVE STRENGTH OF 1800 TIGHTENED BEFORE CLOSING IN OR AT COMPLETION OF JOB. SPECIAL INSPECTION IS SPECIFICALLY REQUIRED FOR: • 12' MAX. SPACING I ADD TI OR E P.S.I. AT 28 DAYS. VERTICAL EA SIDE 4. ALL SILL PLATES SHALL BE BEDDED ON 1/2" CEMENT GROUT EXCEPT FOR NON- DESCRIPTION 5 � 57 3. GROUT SHALL HAVE A MIN. COMPRESSIVE STRENGTH OF 2000 P.S.I. AT 28 DAYS. BEARING WALLS ON TRUE AND LEVEL FLOORS. OF JOINT. FILL COMPACTION 4. HORIZONTAL REINFORCING SHALL BE LAID IN BOND BEAM UNITS AND SECURELY P F INTERIOR WALLS THAT ARE COVERED WITH STRUCTURAL WIRED TO THE VERTICAL REINFORCING. 5. SILL LADES 0 CONCRETE PLYWOOD (SHEAR PANEL) AND EXTERIOR WALLS, SHALL BE FOUNDATION GRADE MASONRY CONSTRUCTION JOINT 5. VERTICAL REINFORCING SHALL BE CENTERED IN WALL AND PLACED IN OPEN END REDWOOD OR PRESSURE TREATED D.F. 3X THICK AND OF SAME WIDTH AS STRUCTURAL STEEL UNITS BEFORE BLOCK WORK BEGINS AND SHALL BE HELD IN POSITION AT TOP STUDS. ALL OTHER WALLS THE SAME EXCEPT PLATES SHALL BE 2x THICK HIGH-STRENGTH BOLTS AND BOTTOM AND AT INTERVALS NOT EXCEEDING 192 BAR DIAMETERS. REDWOOD OR PRESSURE TREATED FIR. PRESSURE TREATED D.F. SHALL BEAR SHOP FABRICATION 6. ALL CELLS SHALL BE GROUTED SOLID. THE AWPB QUALITY MARK AND ALL CUTS OR HOLES SHALL BE RE-TREATED WELDING FOUNDATION7. UAP HORIZONTAL AND VERTICAL REINFORCING BAR 48 DIAMETERS AT SPLICES. PRIOR TO INSTALLATION. SPECIAL INSPECTION NOTESM6. NO SILL PLATE PIECE SHALL END WITHIN THE LENGTH OF SHEAR PANEL UNLESS 13 8. DOWELS IN ALL FOUNDATIONS SHALL HAVE THE SAME LOCATION, SIZE, AND SPECIFICALLY SHOWN AND DETAILED ON THE PLANS. SPACING AS THE VERTICAL MASONRY REINFORCING. 7. BEARING WALLS AND PARTITIONS SHALL HAVE DOUBLE TOP PLATES, PROVIDE 9. GROUT SHOULD BE PUDDLED OR TAMPED WITH A 5/8" ROD OR A 1"x2" STICK AS METAL FRAMING ANCHOR AT EACH SIDE OF TOP PLATE AT INTERSECTING LAP LENGTF IT IS PLACED. WALL PARTITIONS. BAR SIZE *5 *4 *5 *b *1 *8 *q *10 *II MASONRY UNITS SHALL BE LAID IN RUNNING BOND. PLYWOOD NOTES: CITY 10. MASO 8 BOTTOM BAR 20 2b' 53" 5q' 4b' 55' -10' bq" 1001" » DESCRIPTION OF REVISION DATE APPROVED: . ._ _, 11. GROUTING OF BEAMS OVER OPENINGS SHALL BE DONE IN CONTINUOUS OPERATION A. IN PLYWOOD DIAPHRAGM NO PIECE SHALL BE LESS THAN 24 WIDE LAID ,. TOP BAR 2b" 54'!45" 51' b0" "12" ql" 115" 141" WITH A MINIMUM 12" SEAT AT EACH END UNLESS PLACED IN TOTAL WITH WALL HORIZONTALLY OR 12" WIDE LAID VERTICALLY. - WIRE TOGETHER OR GROUTING. B. ANY PIECE OF PLYWOOD SPANNING ACROSS FEWER THAN 3 SUPPORTS SHALL / PE CITY 0 F RANCHO C U CAM 0 N GA PROVIDE db OR 1_- 12. USE 2-#5 HORIZONTAL BARS AT TOP AND BOTTOM OF ALL LINTEL BEAMS EXCEPTBE BLOCKED ON ALL EDGES. R MIN. CLEARANCE AS SHOWN OTHERWISE. 'Z �I MAX LEN&�{ C. SHEAR WALL PLYWOOD SHALL BE BLOCKED ALL EDGES. NOTES, 6 WE TABLE 13. PROVIDE 2- 5 VERTICAL BARS AT ALL CORNERS AND WALL ENDS. g ANCHOR AND/OR SILL BOLTS WITH UPSET THREADS ARE NOT PERMITTED. a 4� HO'S I. SPLICES ARE SHOY�B�I IN INCHES AND SHALL CONFORM TO 14. ALL WALL OPENINGS SHALL BE SHORED FOR A MINIMUM OF 28 DAYS UNLESS / C9 P1RES CLASS "B' SPLICES AS PER AGI 516-015, FOR 5000 PSI CONCRETE. NOTED OTHERWISE. 10. FOR PLYWOOD SHEATHING USE 3/4" STRUCT 1 (SPAN INDEX 48/24) PLYWOOD SUBSTATION 1 2. SPLICE L.ENCrTHS ASSUME THE MODIFICATION FACTORS OF AGI 15. ALL REINFORCING STEEL SHALL BE GRADE 40 FOR #3 BAR, GRADE 60 #4 BAR AT ROOF AND 1/2" CDX (SPAN INDEX 32/16) AT EAVES P' 516 SECTIONS 12.2 ARE I.O. FOR OTHER CONDITIONS PROVIDE AND LARGER. M SPLICE LENGTHS IN ACCORDANCE WITH AGI 516-015. OF 16. TYPICAL WALL REINFORCING SHALL BE #5 AT 16" O.C. EACH WAY, EXCEPT AS Q WOOD NOTES- 5. USE THE SPLICE LENGTH GIVEN FOR TOP BARS Pile MORE SHOWN OTHERWISE. B THAN 12' OF GONG. IS CAST BEL.OH HORIZONTAL BARS IN THE 17. IF HIGH UFT GROUTING IS USED IT MUST HAVE THE APPROVAL OF THE BROOKS RANSOM ASSOCIATES MEMBER. USE THE SPLICE LENGTH GIVEr1 FOR BOTTOM BARS O � FOR ALL OTHER CONDITIONS. STRUCTURAL ENGINEER AND CONFORM TO THE REQUIREMENTS OF THE CALIFORNIA S�°"�°� APPROVED BY: DATE: BUILDING CODE 2001 EDITION. 1w G' s` RCE NO.:-24953 FRESNO. CAWOR"A 93711 WILLIAM J. 0 N CITY ENGINEER 7415 N. PALM AVE. SUITE 100 � - - - REINF. BAR LAP LENGTHS DESIGN PLAN PREPARED BY: GARY R. OLSEN, P.E. RECOMMENDED Underground CA. EE 8283 09-06 AL_ _ �'` PO,F� fs JOE EE VENDAR, P.E. IN CONCRETE MASONRY NOTES Service Alert CONTRACTOR MUST READ SPECIRCATIONS AND DRAWN P. SHEET a 1 8 Coll: TOLL FREE N, 4049 N. FRESNO ST. J � M 14STALL MATERIAL AS PER SPECHCAUM - W • "� S. FRESNO. CA 93726 S1.1 OF 1-800-422-4133 PH: (559) 221-7230 AND/OR PLANS OR AS PER E.P.S. APPROVAL CHECKED FAX: (559) 221-0507 DRAWING NO. TWO WORKING DAYS BEFORE YOU DIG A- DATE 08-11-03 _ FILE NO CRC-03-001 �i 0 2'-0" OR NOTE: UNLESS SPECIFICALLY NOTED OTHERWISE, NAILING SHALL BE DONE 48 DIA. MIN. -.- SEE TYPICAL STEPPED IN ACCORDANCE WITH THE FOLLOWING SCHEDULE, USING ONLY ° °c _ , FOOTING DETAIL 4/- 4 COMMON WIRE NAILS. NAILING NOT NOTED BELOW OR ON PLANS PROVIDE 90' _. SHALL HAVE A MINIMUM OF 2 NAILS AT EACH CONTACT, 8d FOR HOOK IF LESS] I I _- :=z` °T (MIN) ° ° WALL FOOTING 2 I I 1 MATERIAL AND 16d FOR 2 MATERIAL. U.N.O. T.O.W. OR FIN. FLOOR - - _ 'M.� ° ° SEE PLANS 1 < _ --- _ INSTALL WIRE ON INSIDE FCMBU DFENCE 02)TOP HORIZONTAL BARS NAILS SHALL ACHIEVE THE MINIMUM PENETRATION SPECIFIED IN o o o o W o PER SCE RECOMMENDATIONS THE TABLE BELOW. NAILS SHALL NOT BE DRIVEN CLOSER >= J Z . ° _ ___ -_ _ __ - 4 < NOTE: TOGETHER THAN THE MINIMUM SPACING NOR CLOSER TO THE o ! 00 Cr• �� m' ► ° _ - FOR PIPES PASSING UNDER t EXT. CEMENT PLASTER, PAINTED MEMBERS END OR EDGE THAN 1/2 THE MINIMUM SPACING. N �- a rn�` /��� -�-- BOT. OF FOOTINGS q' �` °` ° a p FOOTING OVER 36" Bi3.OW _ . . HOLES SHALL BE BORED WHERE NECESSARY TO PREVENT 51� PLAINS ° q• q» NORMAL BOTTOM OF FOOTING, COLOR TO MATCH ADJACENT FULL HEIGHT VERT. _ --- p N = X �` y STEPPED FOOTING 15 RE-0t). SPORTS COMPLEX SPLITTING. BARS-EXTEND 2'-6" I ~I ' I 4 < �--- - T ----------- 8" CMU MIN. ABOVE UPPER - 1 I ITTED 2-#5 AT OPNGS C4I40N VN E NAIL 3 FLOOR IF OPENINGS t 2 400 PI IN TF+IPES SRMARi_A HORIZONTAL BAR EXTEND 24" BEYOND ARE THE SAME WIDTH (2) #5 J L.AP ' SEE SCHEDULE BELOW JAMBS, MAX. WIDTH MINIMUM AND DIRECTLY ABOVE OR. MIN. V V _ EQUAL OF OPENING TO BE 48" SIZE WIRE GAGE PENETRATION* EACH OTHER /� CONTINUOUS SPREAD FOOTING SAL >RE , _ -III- I- _ 0 107 AND SPACINGRUN HORIZ. BARS " I I CLEAR BETWEEN ' 6d 11 1/2 1.36" IN BOND BM. UNITS, I f ' PIPE AW SLIMVE' EQUAL � (�•) -_ INVERT UNITS OHEAD � 0 N I � � 40 0 ------------�------- _ _ � - - - -- - 8d 10 1/4 1.57" V �� >' ,p " RUN HORIZ. BARS , i �__ , j Lam"'° a °" �►•� °„ ° ° - PLAGEDBE OLLFtETO _ I8 MIN. VERTICALBAR 10d 9 1.78 CONT. WHERE OPNGS. \/ SEE SCHEDULE BELOW CAST STONE MOLDING W/ 3/8"0 ��- - __ \ ARE LESS THAN - _-- : - -=-�-- --- % Z 15 POURED - MAKE HAIRPIN ANCHORS O 16" O.C. 16d 8 1.94" " ._-_ fi, i1 - , I \\ \ DOWEL TO MATCH MATCH ADJACENT SPORTS COMPLEX " 6 -0 APART % ' a r REINFORGIN6-5I� ,ry SAND FULL WIDTH OF ��N6 VERTICAL BAR _ =20d 6 2.30 DOWELS TO MATCH FlN. 46� ---.-------� %'DETAILS FOR SIZE ! PIPE TRENCH. (TYP) • • ° //� PENETRATION INTO THE PIECE VERT. BARS O FTG. ° SPACING (*4 MIND <_ RECEIVING THE POINT WITH 48 DIA. LAP �� �����V� .���`����������� ����\�� �� ° ` ... i Hr -1� FINISH GRADE i TO JAMB BARS =' - --- i I I I �1 QUARRY TILE WAINSCOT (2) #5 VERT. MIN. NOS: II SEE PLANS MATCH ADJACENT SPORTS COMPLEX WHERE POSSIBLE, NAILS DRIVEN PERPENDICULAR TO THE GRAIN i _ ♦ , FOR PIPES PASSING UNDER SHALL BE USED INSTEAD OF TOENAILS. NOTE: NOTE: 4 FOOTING 36" OR LESS BELOW NOTE: I � (E) GRADE PER PLANS ALL BARS SHOWN ARE TO BE IN ADDITION SEE 11/S1.2 FOR EXTERIOR NORMAL BOTTOM OF FOOTING, PIPES IN BACKFILLED 2 =.II _ ,� FOR CONDITIONS NOT LISTED, REFER TO THE C.B.C., 2001 EDITION. TO AND THE SAME SIZE AS MAIN WALL REINF. CMU WALL FINISHES. TRENCHES PARALLEL N; USE HOT DIP ZINC COATED GALVANIZED NAILS AT PRESSURE TREATED CONTINUOUS WALL FOOTING v �� OF FOOTyNGS TO FOOTINGS #5 O 16" O.C. _ AND FIRE RETATRDANT TREATED WOOD. 5> E PLANS4 (3)-#5 O 16" O.AlkC. - F,j 1. JOISTS OR RAFTERS AT BEARING, TY? CONCRETE MASONRY STEPPED CONC. TOENAIL EACH SIDE 2-10d 4 RELATIONSHIP OF PIPE 2. BRIDGING TO JOIST, TOENAIL EACH END . . . . 2-8d 3. SOLE PLATE TO JOIST OR BLOCKING, TRENCHES TO FOOTINGS I BLOCKING, FACE NAIL . . . . . . . . . . . . . . 16d O 16" 16 O.C. W DOUBLE BLOCKING " 1 - * 4. TOP PLATE TO STUD, END NAIL . . . . . . . . . 2-16d FOR 2x4 WHEN OPENING IS GREATER THAN TWO #3 HAIRPIN TIE 0 4- 5 CONT. (NOT REQUIRED WHERE A35 3-16d FOR 2x6 JOIST SPACING. O EA. HORIZ. BAR ANCHORS ARE USED) 4-16d FOR 2x8 5. STUD TO SOLE PLATE 2x4 . 4-8d TOENAILS BLOCKING SAME THICKNESS CONCRETE SLAB SCHEDULE I I I 11 AS STUDS OR JOISTS. (USE ONE HALF OF REQUIRED TOE NAILS OR 2-16d SEE FOUNDATION H W T VERTICAL I HORIZONTAL L.S. ON ONE SIDE WHERE A35 ANCHORS ENDNAILS I I•I I I I•I PLAN FOR REINF 400 LAP - - - LJ - DOUBLE CURTAIN 8'-0" MAX. 4'-6 ARE USED). V-6" #5 O 16" O.C. #5 O 24" O.C. 2'-6" . ' . . . - - - - - - - • 16" (2) *S 6 (TY,) 01•T. 2x6 . . . . . . . . . . . . . . . 6-8d TOENAILS __- . . . . . STUD OR JOIST, DOUBLE JOIST #3 HAIRPIN TIE BARS OVER PIPE 400 LAP OR 3-16d WHEN OPENING IS GREATER THAN O EA. HORIZ. BAR (TMPD MASONRY FENCE ENDNAILS = i , ,. JOIST SPACING. • 2x8 . . . . . . . . . . . . . . . 8-8d TOENAILS �j f I. I I PLYWOOD SHEATHING OR 4-16d ( I 1 IIt -� ENDNAILS SIMPSON WS AT SINGLE I i " I I• �I I SINGLE CURTAIN -- JOIST BLOCK SIMPSON 6. DOUBLE STUDS, FACE NAILS 16d O 24 O.C. � - - / -- -- - JOIST/ -- - LUSX-2 AT DOUBLE 7. DOUBLE TOP PLATES, FACE NAILS . . . . . . . . 16d O 16" O.C. -- - - n - - BLOCK I I I I I ITERMINA71ON OF REINF. NOTES: ( I 8. TOP PLATES UPS AT INTERSECTIONS, _ I'I I�I I SIMPSON ST18 (TYP.) II I. REMOVE AND STRIP ALL SURFACE ORGANIC MATERIAL. FACE NAILS �. 2-16d -- . AT CMU WALL OPENINGS 2. - 3-8d - - EXCAVATE AND REMOVE 5 0 OF NATIVE SOIL BELOW THE 9. CEILING JOIST TO PLATE, TOENAIL EXISTING GRADE. 10. CONTINUOUS HEADER TO STUD, TOENAIL . . . . 4-8d 'TYP 2'-8" MAX. PERIMETER NAILING AS PER 3• REVIEW WITH GEOTECHNICAL ENGINEER FOR ANY ADDITIONAL 11. CEILING JOIST LAPS OVER PARTITIONS :�- -- - -- - �' . E.N. ON DRAWINGS5 ' BOTTOMI OF REMOVAL. FACE NAILS . . . . . . . . . . . . . . . . . . . 3-16d /� DIA' ' /48 DIA's 1CLEAR BETWEEN FOOTING PIPE AND SLEEVE 4. SCARIFY, MOISTURE CONDITION AND RECOMPACT V-0" AT 12. CEILING JOIST TO PARALLEL RAFTERS, (TYPICAL) BOTTOM OF EXCAVATION T 90% PER ASTM D 1557. 48 DIA 20 DIA's O E FACE NAILS 3-16d BLOCKING AROUND r - - 12 MIN. SEE F�ATI FOR 53TEf'PED FOOTING 5. RETURN EXCAVATED NATIVE SOILS OR ENGINEERED FILL 13. 1" BRACE TO EACH STUD AND PLATE SEE STANDARD DETAIL W/ APPROVAL FROM GEOTECHNICAL ENGINEER, AND FACE NAILS 2-8d OPENING IN ROOF OR WALL PLAN(IREINFOR REINF., RECOMPACT TO 95% PER. ASTM D1557, PLACED IN ___ 14. DOUBLE RAFTERS, FACE NAIL 16d O 12" O.C. 8 - - LAYERS NOT TO EXCEED 8". � BOTTOM FTG. REINF) -- � - - - � 5. BUILT UP STUDS 16d O 24" O.C. ' ` PIPE PENETRATION AT FTG. 16. BLOCKING BETWEEN JOISTS OR RAFTERS n' TO JOIST OR RAFTERS PLYWOOD SHEATHING 3'-b• TOENAILS, EACH SIDE, EACH END 2-10d SEE PLANS EN611ED FILL DOUBLE CURTAIN LIMITS OF �� MIN., TYP.1 EDGE OF FTG. PER �� S AND TO JOIST OR RAFTER BEARINGS li � N `� ENGINEERED FILL TOENAILS EACH END . . . . . . . . . . . . . . . 2-10d -- EDGE NAIL WHEN BLOCKED PER SOILS REPORT EXIST. - - 17. BLOCKING BETWEEN STUDS . . . . . . . . . . . 2-16d OR i i i I 48 DIA 948 DIA s 20 DIA's lie BADE ��� �� 2-10d TOENAILS -JOIST SEE PLANS �"` !` 12 MIN. ; Fpr, GRADE ON 6 RADE 18. 1x8, OR LESS, SHEATHING EACH BEARING . . . 2-8d 19. BLOCKING BETWEEN JOISTS OR RAFTERS I OBTAIN ENGINEER «, APPROVAL BEFORE - i --' USE OF MACHINE NAILING IS SUBJECT TO A SATISFACTORY JOB SITE DEMONSTRATION TO TOP PLATE 3-8d TOENAILS , USING NAILING GUN. FOR EACH PROJECT AND THE APPROVAL BY THE PROJECT ARCHITECT OR STRUCTURAL 20. CEILING JOISTS TO TOP PLATE . . . . . . . . . 3-8d TOENAILS I ENGINEER. THE APPROVAL IS SUBJECT TO CONTINUED SATISFACTORY PERFORMANCE. TOP OF" � 1/16" - --- MACHINE NAILING WILL NOT BE APPROVED IN 5/16" PLYWOOD. IF NAIL HEADS PAD NENT� REINF. h l Z PENETRATE THE OUTER PLY MORE THAN WOULD BE NORMAL FOR A HAND HAMMER OR <; IF MIN. ALLOWABLE EDGE DISTANCES ARE NOT MAINTAINED, THE PERFORMANCE WILL BE DEEMED UNSATISFACTORY. ����,� �� __ __t__ _ NAILING SCHEDULE • SINGLE CURTAIN r--�--� o sir I I I N REINF. LAPS AT -- PROVIDE MIN. 2" WIDE �_ Q I FOOTING i STAIR STRIPING OF FIELD EDGE NAILING NAILING CMU WALL INTERSECTION MACHINE APPLIED NAILING i CONTRASTI� COLOR 3 = W/IN 2" OF NOSE EDGE _ n HIRE x W4 ROOF AND FLOOR - 7 _ `Z PROVIDE MIN. TREAD / RISERS WIRE MESH - -�� PER C.B.C. - _ ---- �, PLYWOOD DIAPHRAGM - • CITY SLOPE I TO BE VERIFIES - CMEREXGAVATED i COMPACTED • 1/ = APPROVED: BY SOILS ENGINEER EN61 FILL *3 NOSING BAR • __ _ DESCRIPTION OF REVISION DATE NATIVE UNDISTURBED AS NOTED ABOVE In '�'''' � P`#E CITY OF RANCHO C U CAM 0 N GA 501E 2" TYP. - 1�' ,� R SCARIFY (� GRADE i MOISTURE CONDITION WITHIN . �� 2% OF OPTIMUM MOISTURE CONG. WALK 1 � 52386 CONTENT i COMPACT AS OR (E) 6RADE EXPIRES v_ ENGINEERED FILL TO AT -� *F == SUBSTATION 12KV LEAST 410% • -_ Iii q� OF c OVEREXCAVATION DETAIL TYPICAL CONCRETE STEPS BROOKS RANSOM ASSOCIATES . ENG09IRS DATE: m 13s p APPROVED BY: �6� RCE NO.: 24953 w 7415 N. PAW AVE_ SUTE 100 o ILLIAM J. 0' Cl ENGINEER - FRESNO. CALffORMA 93711 S DESIGN PLAN PREPARED BY: GARY R. OLSEN, P.E. RECOMMENDED 8 Underground -__ AL f01f4 JOE PREVENDARCA. EE 8283 9POE6 Service Alert CTOR MUST READ ATIONS AND DRAWN P f� CA. EE 16581 03-06 SHEET Call: TOLL FREE �1 4049 N. FRESNO ST. �1� n INSTALL MATERIAL AS PER A 1 IONS �'bl*W S. " FRESNO CA 93726 81.2 OF 1-800-422-4133 APPROVAL AND/OR PLANS OR AS PER E.P.S. A r ROVAL wmmq 8°`b�E"�°°� PH: (559) 221-7230 N TWO WORKING DAYS BEFORE YOU DIG CHECKED FAX: (559) 221-0507 DRAWING � DATE 08-11-03. ..... FILE NO _CRC-03-001_ m N P m O ii 0 j FOOR F �I1/542 NO. 8" GMU FULLY SRO r W y MV 05 • Ib' O.G. VERTS. i 05 • 24" O.G. HORIZ. i .. 2- HORiZ. --------- - - - -- --------- - -- 84s-8' -- — ------ ---- � 20'-O'- 14'-0" III-On -- -23-4 SEE�II/S1.2 FOR EXT. GMU MULL OMIT EVERY ftCOURSE ---_ _ - 114'-gib' FINISHES. I FOR DRAINAGE -0, FINISH eRADE '5EE PLANS 10� s,-0" i 2-" HORiZ. • TOP BARD WIRE • INTERIOR TOP OF 6141 WALL, TYP. 5E II/SI 2 FOR ADM. INFO. - 03 • 16" OCG. VERTS. I 25/40 r------------- ——————————————————— --------- — ------ e -------�---- i �y-- 10" GMU FULLY GROUTED (w GRADE i I STEEL TUBING $ METAL PANEL ROLLINB GATE PER PLAF! cLc I SIMILAR TO ENGt.051,11RE GATE • ADJACENT J 5-" • BOT. I I SPORTS GONtPL.EX W/ BARBED WIRE. GONTRAGTOR TO SUBMIT SHOP DRAHIN66 TO E1.EG. _ ti 2-N'3 NORiZ. • 24' O.G. • TOP i i STWJGT. EN611�R5 PRIOR TO FABRICATION. t" + r A�� 06 • I6 O.G. I GONG. STRIP FOR I W/ MANHOLE ACZESS ` 1 --- I GATE WE 4/512 FOR ST ROLLING EPS Y IN FOOTIN6(S), TYP. t SEE F1.EG. i I' 5 - - - - T - 5 1 wo. i — —— io I ;c r I H -- t --� r-- -�-- .. _ - -- _ � i 821 II II II II 15/51 SEE DET. .2 3 FOR STAIR INFO. -- - _ _ -- - If1 i CAxiS�cD'-O" EA. WAY I 1 SIM. 2821 51M.IL I -_ r- �, USER XFMR ATTACHMENT POINTS —_— 83.1=1 ET-0 Ll (W PER SMR, (4) TOTALSEE 6/5'5.2 FOR ADM. INFO. &934 - -- -- - ---- - - - -- ---- ---� -- 2 EQ. i i I D02 � I r_.qi--- i s3., _ - -- AC1 2 SIM. _! - _ SEE WALL ELEVATIONS _ `'_ _ - { I I t in i j �, 1 ON SHT. 58.1 I N _ _ - _ _ __- } __ 2 - I GMANNEL, VERIFY - 1 �I 1 I i I 3 I I LOCATION WITH ELE�G. I ' -7230 2 852 I 1 . t 85.1 1 5EE�11/551.2 FOR CHANNEL. MST BE LASER LEVELED TO BE 1 1 . . 5 ­ - 45 5 - - 5 LEVEL_ AND TRUE END-TO-END. CHANNEL TO BE I FINISHES. WALL • 52 . 24L_30 1 - _ - ` I _ _._ 85., I 1 MIME PAINTED PRIOR TO INSTALLATION. AFTER _ _ I 1 INSTALLATION, GLEAN, PRIME AND PAINT WITH - - 71 FINISH FLOOR i ———— ——— - -- � BOXY - COLOR BROhN. VERIFY ELEVrL -- I - - ::.� . .... _ SEE PLANS — o: FINISH GRADE I I ( O I -- - ---, ,— ——_—————-- I _ 83.1 �' 1 I I ACI BEFORE PLAGIN6 CHANNEL TRACKS, ' SEE PLANS _. �� - - - - I - - -� ' I r t i I VERIFY REGtD. SPACING W/ Fq T. - n 5 _ I I i -- EWIPMENT %IPPL.IER 2-" HORIZ. • TOP F I 2 I I 1 3 7 I 4I 11:. .... 85,12 _ K- 2ti- 4 - - - I 8&1 i 1 , 05 • 12" OCG. E.W. i T. i B. t ACI I I Act I f I OVES EXZAVATION I I �' L+.--- -------- � - i LIMIT - SEE 12/'51.2 (� GRADE I L-------------------------- -------------------- --------------1--J---� --- -►-- --�--L— -- L — -�--JIL-� 4' Pt3t PLJW = _ D� D� i Std DET. 1/52.1 I 5 `� 1� FOR ADDt. INFO. --- -- n: E CC RIDGE BM. SM DET. 113/51.2 4 ke' ~ • — FOR STAIR INFO. i 821 i 4-r - b'-0"4 b'-0" b'-O" 61-W 3'-O" -0. ----- s'-�" ---_-„ � DOOR SCHEDILE mjl_ R SIZE MATERIAL FRAME NOTES: DOI 3'-O"�(I'-O" STEEL HOLLOW METAL DETAIL - - - - -- ---- CIN Z D02 130-0"xT'-O' - STEEL -- - — HOLLOW METAL REMOVABLE TRANSOM FOR 5=110. __ DESCRIPTION OF REVISION DATE APPROVED: 3 4 =1 -0 _ ADDITIONS PV METAL PANEL INFILL - ' STEEL HOLLOW METAL PESS ,, j R CITY OF RANCHO CUCAMONGA _ -ALL DOORS t GATES TO ISE PAINTED. COLOR TO MATCH METAL ROOF (SIE A/53.0. N 2 - NO S2 =�NMI P SUBSTATION 12KV DANGER DOOR HARDWARE SCHEDULE (FF=+09-6s) Yy21,000 VOLTS qKEEP OUT FOUNDATION PLAN OF CA� PELIGRO DOOR NO. HARDWARE TYPE NOTES: A -'� VOLTAGE 21,000 DOL, 002 VON OUPRIN SERIES 6b RIM STYLE PUSH BAR PANIC DEVICE SEE SPECS FOR FINISHES, 1 - - NO ENTRE 4 C05 W/ LOCK AND PEMKO i'TQA THRESHOLD (OR APPROVED EQUALS)!TRIM, AND STOPS BROOKS RANSOM ASSOCIATES gMUMM u 4 DATE: 0 C APPROVED BY: _ - 7415N.PALM SM _SUFT3E 1100 ILLIAM J. O'NEI ITY ENGINEER RCE N 24953 DESIGN PLAN PREPARED BY: GARY R. OLSEN, P.E. RECOMMENDED MISCELLANEOUS SCHEDULE Underground CA. EE 8283 09-06 STANDARD Service Alert DOOR NO. HARDWARE TYPE DETAILS _- _ _ __ `� Dorf* rJOE FE FIRE EXTIN6UI51-IER - Call: TOLL FREE CONTRACTOR MUST READ SPECIFICATIONS AND DRAWN 4' P. f� PREVENDAR, P.E. SHEET � P. CA. EE 16581 03-OB DOOR ELM R s 4049 N. FRESNO ST. LAB G02 FRESNO, CA 93728 OF TO BE PLACED ON ALL - _ . — - NVSTALL MATERIAL AS PERS ANIONS ,�a,;w; S2.1 - AGI I AIR GONDiTiONER �- 1-800-422-4133 - - DOOR EXTERIORS TWO WORKING DAYS BEFORE YOU DIG AND/OR PLANS OR AS PER E.P.S. APPROVAL AL ' PH: (559) 22103-0 o CHECKED FAX: (559) 221-0507 DRAWING NO. _ DATE 08-t1-03 nso(at FILE NO CRC-03-001 _ 0 0 4'_ �MF SEAM NOTCH TOP OF NOTCH TOP OF 1212 EACH BLOCK .l •, 'EAC.H SLOGK 21`— —12 FOR VENTING 2 FOR VENTING 4 e #;- 2xIO - Tr T.O. GM U WALL i REDWOOD FASCIA GOVT. EAVE VENT ------n - - "' ENTIRE LENGTH OF - GOVT. SAVE VENT B ALDINI6 - SEE 4/'53.3 ENTIRE LEN6TH OF SEE 11/91.2 FOR GMU - 2xa OUTR166ERS i 24' oma. - DUILDIN6 - SEE 4/53.3 EXTERIOR FINISHES (4) 06 W/ E I I Q Q \ M3 TIES 0a" O.G. DOUEXE 2X5 W/ (3) 03 ADDITIONAL - TIM IN TOP 5" +0'-b' I I I ( ( T.O. SLAB I 85 3 O'-0" (`TOP OF ROC* (SIS A/GI?) I i i SECTION 1 1/4"=V-0"-0 4.01F SEAM 85.3 i 3 85� +10'-b' t T.O. CMU 5101504E a O ROOF O 863 s M3 SEE 11/91.2 FOR CMt1 EXTERIOR FINISHES T.O. DOOR OPENING $ LADLE - 4 i TRANS a' CT4J WALL 86u3 1 i r 1 ! 4 M AND PANTE \ W 03 024" OZ. VERT. � 85J3 FOR FUTURE Z AND 04 024' O.C. HOWL I x FULLY GIROUTED - 5/4' '.i1'RUGT I PLYMD. '.iHT6. i W/ IOd i f' OZO. E.N. 2 III 10d 0 12. 010. F.N. RAFTER TO FULLY DLGCKED W/ 2xb 85x3 CONN. �O..b• FLAT 0 PLY 00. EDb15 TA. SLAS"F W/ Z2 GLIPS EA. END STA66. Q o'-0AIL(TOP of ROGa'V (513 A/C1?) ALUMIAX SUPER R STANDIN IS SLAM METAL ROOF 1 E �/ 24 GA., ASTM A446, dRADE A, 6"0 ZING `E♦ATION COATING, KYNAR 500 L6 20 LEAF GREEN (a4). 2 USE GALVANIZED STEE OR STAINLESS ST131_ �3 3 1 4"=1 -0 FASTENERS W/ NEOPRENE WASHERS. xo xo 2 FINISH EXPOSED FASTENERS SAME AS STAN L71NS SEAM METAL ROOF (W PANELS TO MATCH (E) ROOF PANELS 0 i OVER PLYWOOD DECK ADJACENT SPORTS COMPLEX. INSTALLATION OF I f METAL PAN" SHALL BE PER INDUSTRY STANDARD. CONTRACTOR TO SUBMIT SHOP DRAWIN65 PRIOR TO INSTALLATION. 4 nIL i TA. GMU 5117EYdA4L ! i I� +.r.48 (23 5 I 8 T.O. DOOR OPENING tl TYP. 85� 85`'3 M• I VmIFY ! I OOUDI...E 2x8 DOUI9L.E 2xa JIPMENT ® A 85 - - h F D� DSO. A.G. ' I I 1LJj I 2xa OUTR166E'R5 0 24" ox, T - O'-0" (TOP OF ROGI00, > an 0-V WALL (SEE A/C-1-2) 2x10 REDWOOD FASCIA W/ N5 024' OCG. VERT. 6 e AND 04 024" OZ,. HOR. 85.3 85 3 FULLY &ROUTED ELEVATION ROOF FRAMI�JG PLAN 3N A 1/4"=V-0 1 4 =1 -0 CITY DESCRIPTION OF REVISION DATE APPROVED: R CITY OF RANCHO CUCAMONGA c3 ES P SUBSTATION 12KV Cr DATE: BROOKSSTWJCRNAL RANSOM ASSOCIATE aw�9mum APPROVED 8Y: 71"5 K P"E I100 WILLIAM -1 0' I ENGINEER RCE .: 24953 Underground DESIGN PLAN PREPARED BY: GARY R. OLSEN, P.E. RECOMMENDED CA. EE 8283 09-06 ServICe Alert '� --- �'�f ME PREYM�R. P.E- SeCalTOLL FREE CONTRACTOR MIJS T' READ SPECIFICATIONS AND DRAWN �� P. l`i CA. EE 16581 03-06 SHEET AT 1-800-422-4133 INSTALL MATERIAL AS PER ATIONS - '� S. /OR OR AS r Gl-1 EP& VAL CHECKED FAX: (559) 221-0507 DRAWING N0. • -- ---- gW�y�yyy PH: (559) 221-7230 AND TWO WORKING DAYS BEFORE YOU DIG A4 DATE 90-11-03 FILE NO CRC-03-U01 1i - W-20 - 3 3/40 d� 3 MmT rt 4'-0' (SEE ELEGTJ 3=T SIM. TiO.S. !�. vYM. ADOUT I ! I N OF xFT� u.NA. -- ----,�-- ---- I 1 ( I I = V I 1 V I M1 IN 111 11 TYP. I 2 II 1 � I II II II SSM VS4.Z FOR 8I. �j r1WMLE I I — — TAS. i N N 4 2 WI4x26 I I 85.4s�2 I I I i I ILi Li -- I I I I f I I grM. 4 2 I I sem► s� I I � ' I I _ _ I +24'-A' 1 A TAS. I r! TAS. I I � " N 1 I I IIII 11 " I LLJ L L�j Lp SM I/542, SIM., fOR DP't. WI4x34 I I I � I I I I ! I I T r T T.O.S. I ( I T.O.S. SM 1/".542, SIM., DM. rR+OFILE I I I 1 I I s Z I I > 842 _ TAS. (2) GDx113 I I &ROUND IRAo I , I I I I I I W24x104 I I I � I i I I Irw , 4 I I GONSTR. .NT. 862 I I I SEE 11/51.1 i IT.O. FTS. O'-O' Of ROC.1V -- 1 ! I I I I I CROUWI•AV -- I I 12KV TOWER - FRAMINGELEVATK)N F I SIM. ` 852I ` DESCRIPTION OF REVISION DATE CRY I s>� TA. FT6. � CITY OF RANCHO CUCAMONGA T crop or 1 "_'rid' (SM A/CAZ ITT I I I I 31 SUBSTATION 12KV t OF 00146 R. ..NT. Lm -i SEE 11/51.1 BROOKS RANSOM ASSOCIATES � � - - - _ � � __ __ __ -_ � � �'�"'"`�'� APPROVED BY: DATE: -- MAL 940049m RCE N : 24 53 5EL >' m RM FOR �* M 22WW7 " lLu1M J. O�NEI CI ENGINEER GENTER F1'S. SIS DESIGN PLAN PREPARED BY: GARY R. OLSEN. P.E. RECOMMENDED Underground AL CA. EE 8283 09-06 Service Alert • �� r JOE PREVENDAR. PZ _..-- CONTRACTOR MUST READ SPECFICATIONS AND �,WN - - - P. EE 165M 03-06 SHEET • FRESNO. CA 93726 � Calc TOLL FREE NSTALI.. IIAATERIAL AS PER ATIONS -- —'---. __-- F,. N� 5. N ,0,� N. FRESNO ST_ 54.1 OF 6KV TOWER — FRAMING ELEVATION --- - - - s 1-800-422-4133 ,, PH: (559) 22t-7230 2AID/OR PLANS OR AS PR EPJ% APPROVAL 1 2"=1 -0 TWO WORKING DAYS BEFORE YOU DIG AL _ c H K FAX: (559) 221-0507 ORAVYING NO. >e DATE QB-,1-03 — FILE NO CRC-03--001 0 Lo 11_0 ft -- S OF M) 9/4"1 A525N DOLTS • END RATE TO GOL" '4= 4=' '4M WED - TYPICAL EACH END ELEVS /Tyr.-Box _ ! I rRAA+1E TO Q a I Vis'-z" I/4 A>� �- ----- -- -- - --- ----__ -_ __ __ _---- ---- ----- .._--__- — -- —- ------- _-- ---------- -------- ----- _ _ --_ --__ -- -- -- _ _ _ _ _ _ --- -- __---- __ - -------r _ ti &V RATE I 5/D"xf0"x2'-10" 4'-0' (5EE ELWTS I L2 V2x2 1/2x1/4 SYM. A50VT Qc - - ----_ _ _ 19OX FRAME I OF XFMR 62� OPP• Z r . CA2x25 i 4, - 3 vmvw PROM ' TOP CHORD vleHm PROM 3 - - INSIDE TRUSS I INSIDE TRUSS _ 012x25 T49, CHORDSEE 0= DUAL DETAILDETAIL4—, =1 -0 1 =1 -o - -- /4 012x25 CHORD I/2= TYP. 1/4 2m MIN. I I �% I �� I I I I III ii I --- -- - - L2 1/2x2 (/2x1/4 \L .i_I_ l _ -I I- -az- - +- _ DIASONAL WEB - - - - -- - - - -- - -- - - - -- -- - - - - - - - -- - -- --- - - - -- - \ - OPP. I RATE 5/a"xl0"x2'-10" . 4 VIEI+�ED FROM I L2 VZO I/2xl/4 BOX FRAME END RATE (YYP. _ INSIDE TRUSS AT ,� OF TALL )BM� BOTH END5) C12x25 BOTTOM CHORD L9x2 I/2x1/4 VERT. W/ TYP. So LBO • PT. OF CONN. L2 1/2x2 1/2x1/4 5/5" THICK END RATE DIA ONAL WED ('TYP. DOTH '.IDES) 0DUAL (j)$DETAIL (1�SOX TRUSS - SIDE VIEW 1 =, -0 1 =1 -0 1 =1 -0 r/4 012x25 CHORD NP lZil4l�- M . L2 l QK 1/2x1/4 -- DIA PONAL WEB - BOX FRAME 1/4" THICK RATE DETA� DETA�.. 4 1 =1 -0 1 =1 -o CITY DESCRIPTION OF REVISION DATE APPROVED: R CITY OF RANCHO CUCAMONGA c3 P SUBSTATION 12KV IQF BROOKS RANSOM ASSOCIATES DATE: >� cm a� APPROVED BY: - RCE Nom.. 249 3 - s 7•, ;��a„u„ NI�LIAM J. ON CITY ENGINEER DESIGN PLAN PREPARED BY: GARY R. OLSEN. P.E. RECOMMENDED Underground CA. EE SM 09-06 Service Alert - ---- .� ''�f'j � PREVENDAR, P.E. CONTRACTOR MUST READ SPEC�1CATiONS AND DRAWN P. CA. EE 16581 o3-09 SHEET Call: TOLL FREE MTAL.L MATERIAL AS PER ATIONS _ W "� S• F4049 RE9V0: CAA FRESNO 7" S4.2 of 0A1-800-422-4133 CHECKED FAX: (559) 221-0507 DRAWING NO. a DETAIL C)pETA�. -- PH: (559) 221-7230 AND/OR PLANS OR AS PER EPS. APPROVAL 1 =1 -0 1 =1 -0 TWO WORKING DAYS BEFORE YOU DIG AL _ Q _- DATE �-11-03 __ FILE 140 M-7-0479-01 - R 0 SIS 2/- FOR ADDt INFO TfiAN3F l _ +I CONTAINH!NT WALL FIER 21:562 O'-O' ('T.O. R,OGMV L9x9xI/4 EA. SIDE OF SRATMCP W/5/50# HILTI KKK 5EE A/GI BOLT 11 A A40RS • 24. OCG. t 6• IsROM ENDS ('3 MIND _,!+I RM PLATFOd*tATINS BY OTHERS I - ff NtRifY til/ �6G. \ XFMR PAD PER 1/55.1 ��I( , i' U8EI 50 CAJIL in; TY}' CNG _ I �I • _ li�li`-- ill '� I11 =1111; _= lill ORI`TE FT6. MV 07 012" O.C. EACH in OT WAY TOP AND BOT. SEE FOUNDATION PLAN &P AL DETAIL DETAIL CH~,M- MUST BE LASER LEVELED TO BE LEVEL. AND TRUE END-TO-END. GHANN- TO BE PRIME PAINTED PRIOR TO INSTALLATION. i AFTER INSTALLATION, GLEAN, PRIME AND PAINT WITH EPDXY - COLOR BROM VERt1=Y Yr/ TL. BASE CHANE PER 1/4 MANUF. %i �" 1/4 NO CHANNEL 6 'ST= D PER PLAN 1 a a 1/4 a a CONDUITS - VERIFY ----- - -- Ilk W/ ELECTRICAL �' 3/4 • i - -- NEL-50N STUDS PER 6/'35.2 \10 0 0 0 X, DETAIL DETAIL BACKFILL WITH 0000 2 SACK SLURRY 0000 C6xb.2 w/ 3/40 DIA. i x 12" STUDS • I2" oz. - +,�• -- - - FIN. FLOOR DETAIL 7 1 =1'-0 WE II/!Si.2 FOR C V WALL ! FTS. REOTS. ------ os DONT. 0(� CITY - f #5 012" OZ. EACH MAY _ DESCRIPTION OF REVISION DATE APPROVED:TOP AND BOTTOM _ - - CITY OF RANCHO CUCAMONGA III—III—I I IT °j v SUBSTATION 12KV DETAIL a ° a Q 4 CF4 c G 1 .0 • BROOKS RANSOM ASS=WATE _. d ° S aw DATE: �' �'o�a APPROVED BY: – RCE N0.• 24953 g 74FMMM�ME,,�;� WILLIAM J. 0 NEI N ENGINEER DESIGN PUN PREPARED BY: GARY R. OLSEN. P.E. RECOMMENDED 05 Dom Underground AL 'o f CA. EE 8283 09-06 • 32" o.C• Service Alert �A^ f A ____. __----_-- __ �� JOE PREVENDAR. P.E. Call: TOLL FREE CTOR � 1�1 " UM AM DRAWN P. SHEET * �w pip Tyy� �E. if CA. EE 16561 03-06 DUAL WS ALL MATERIAL ERIAL AS F ER A 1 M�7 -- -- - WM�i�N s ` FRESNO, FRESNO ST. S5.1 OF - 1-800-422-4133 ,,, M PH: (559) 221-7230 =it-O AND/09PLAM MR E.P.S. ANAL CHECKED FAX: (559) 221-0507 DRAWING NO. TWO WORKING DAYS BEFORE YOU DIG "`+ �+ AL DATE 08-1 1-03___-- FILE NO CRC-Q3---Q 1 0 �C ATTACH. PTS. = SYM. ABOUT CHANNEL �— VERIFY W/ EI SYM. ABOIIf (t Typ. I/4 VERIFY W/ EL.EG. ATTACH. PT. It OF COL. i PTS. - • i TYP 2" DRY PACK • - ! - — 1t 15/4' x 24" x 5'-5' 1.2" BASE ICS �! 0 3/40•x5 S/Ib' BASE PLATE W/ (`) i 3" DRYI°ACK • 66KV � ( PEL50N 5nM __ O O 13/4' • NdC.MOR DOLTS I RASE IC'5 4 • EA. ATTACH. WE DETAIL I/- FOR `) i ---- C PT. TYP. ADD'L INFO (ANCHOR DOLTS I' I TO BE SALVAN12W). _ 1/2' x Ib" H. &LWET T- - + - — W24 x 104 0) 5/4041x5 SA6@ <0NEWN STUD - — +O-8 �, L --- • � I CENTERED BTWN. I ATTACH. PT'S., TYP. ROC • • • • • SM A/� OF 1 --� - - — M px- L L I 4 xFMR SASE DETAIL ELEC. FOR 3 ADM. INFO. DTAIL 6 1/�21 -0 - - �- ---- �r •6 • 10' O.C. M. E.K t T45 1/4 • 66KV TOWER It 1 1/4' x 20" x I'-b" BASE PLATE S MCV TOVCERS W/ (4) 1- • ANCHOR BOLTS _ - SIB= DETAIL I/- FOR A001. » �p Op INFO (A.D. TO BE SALVE ' SIDE, M.EA GUt I/3" x 9" 1119911 GUSSET I[ It I/2"xb'x0'-b' 3'_-- M. OF 2 • EA. AiNC.HOR BOLT __ SMFOUNDATION P /W L ._. _ I„I 004 x 38 COL Tom' DETAIL DUAL TOP OF ROCK (SEE A/CI.Z 4 14=1 -0 5/4' GHAMFM EA. SIDE �-- � (2) 05 CONT. TOP OF TOHM FOUNDATION G BEYOND I 3"-4"0 ROCK FILL ON XM-W it s SIDE OF CONTAINMENT WALL S' 4 05 • Ib" Or,. ALT TAILS n a v - a b" 05 • Ib' OCG. s I *5 T 4 9 100 05 — i – TIES • 12O.G. - • • 1f1 a (3) 05 CONT. 21-06 d DETAIL 2 , _, -o DETAILCITY RIPTI N 0F REVISI N DATE APPROVED. R CITY OF RANCHO CUCAMONGA NO S2386 � P 7 SUBSTATION 12KV - OF BROOKS RANSOM ASSOCIATE Q - -- - - DATE: Cw�.em APPROVED BY: RCE .: 24953 713 n P+1LY ANE lN7E too LLU1M J. O'NEI ENGINEER FIEIIQ CJY.FOIIMA 1J711 DESIGN PLAN PREPARED BY: GARY R. OLSEN, P.E. RECOMMENDED Underground CA. EE 0283 09-06 `�� '�If 1 JOE PREVENDAR. P.E. Service Alert CpMMIDST ST READ SPECMATKM AND DRAWN---- — P CA. EE 16501 03-06 SHEET Cali: TOLL FREE -800-422-4133 INSTALL MATERIAL AS PER ATIONs _ _ _ __ __ E S N FRESNO, CA 726 S5.2 OF CHECKED FAX: (559) 221-0507 DRAWING N0. TWO WORKING DAYS BEFORE YOU DIG AND/OR PLANS OR AS PER EPS. APPROVAL AL )��� DATE 08-1 1-03__-- FILE NO CRC-03-001_._ Q1 .Jw1-_ 0 EDSE NAILING 6 TYP SHAPED 4x6 NAILER W/ 5/6"* NELSON STUDS • 52" oz. ! b" PLYWOOD SEE -- _ - STANDING SEAM ` STANDIN6 SEAM METAL FROM ENDS ROOF FRAMING PLAN METAL ROOF ROOF-SEE ROOF FRAMING 9111- SON ST22 RAFTER PLAN E.N. NOTE: -��(,ryG� (2) "x4'-0" M08 SEE DETAIL I/- TO RIDSE CONN. l i PLYWDODSEE 1'� % FOR ROOFING DOWIV EL TO RECEIVE 2xb BLOCKING ONE LAYER FIEEER6LASS - ROOF FRAMING PLAN \ (2) MS CHORD BARS Sxb PLATE NOTCH BASE FELT OVER ROSIN c1' ( } AND A001- INFO. 1 • BEAM 94= SHEATHING -- -- �/ 1� --- PLYWOODSEE 5/b" THICK PLATE (TYP - ' 2Xb RAFTERS 024" OCG. ` RF. FIRMS. PLAN BLOCK WALL OPNS. " R-50 BATT INSULATION 2x SHAPED BLOCKING FOR WI4x26-FILL BETWEEN RAFTERS OPENING WITH SROUT 51MPSOIV R.R EA 2xb �_ �_� � AFTER INSTALLATION • • SIDE EA RAFTER ;j! RAFTER J TO 5xb PLATE �' OVERHANG LAP (2) M5x4b" _ NOTE: SEE DETAIL 1/- (2) SIMPSON A55 FRAMING i MIN. M. C -- I SEE DETAILS I/- FOR ROOFING AND ANCHORS • EACH Zx EA. SIDE AND 2/- FOR A001- I/2' TYPE 'X' NOTE' ADD'L. INFO. v` BLOCK TO 5xb PLATE INFORMATION SEE DETAIL 2/- 6YPSUM BOARD FOR STRUCTURAL 2xb RAFTER 5xb P.T. PLATE W/ 5/4"/ AD.UM • 1 1/2"- INFORMATION ON (TYPICAL) •48 O.G. AND b MIN. THIS DETAIL SIMP�.�ON LB26 J015T FROM ENDS (3" MIN. EMdED'TJ WI4x50 RIDSE BEAM RIOSE BEAM HANSER (TYPIGAU OVER 1/2" L.EVEL.IN6 GROUT ` ��' 8" CMU WALL-SEE I/Z" PLYWOOD x SEE PLAN 4x SHAPED DONT. x ELEVATIONS FOR MORE W/ (2) IOd TO .= ___S�� �_ _ - (4) Mb W/ c ' 2x4 BLK6. BTWN. RAFTERS NAILER W/ 5/600 1'-0" INFORMATION EACH 2xb RF 1 05 TIES •b" O.G. MEMO W/ Ibd • b" oz. NELSON STUDS •52" O.G. __. . � (2) MS CHM3 ORD BARS • TOP � ' STA661ERED, TYP. AND b" FROM ENDS (TYPJ - OF WALL (TYPICAL.) 2x10 REDYdOOD GOVT. SAVE VENT 1--�h �k TIES I �IT1 04 • AB. HOOK FASCIA MIN. Z" WIDE Typ•w/ SCREEN 2x10 REDWOOD FASCIA W/ (2) Ibd TO 2xb RAFTER ETAIL DETA� DETA�. DETAIL C DETAIL 0)=�l 1/2 =1 -0 1 1/2 =1 -0 1 1/2 =1 -0 3 NOTE: SEE DETAIL I/- FOR ROOFING AND (:k BOLTS ! WALL ADD'L. INFO. 7 STANDING SEAM METAL ROOF-SEE DETAIL I/- 4" M . 1/2" INLYY40M EDSE NAILING FRAMDPLAN ROS ,�-- _-- - ._IN. __._._ SHAPED 4xb NAILER W/(2) IOd PER OUTRISSER 51MP�_�ON ST22 • RAFTER GMU WALL � 2" E 76E NAILING CONT. TO FASCIA TO RIDSE CONN. - EDGE NAILING PLYWOOD-SEE - _ - ROOF FRAMING PLAN i FILL WITH O I 1/2" PLYWOOD i ,J _ ., (� IOd TO NAILER f r J - ��- cc x' II ;t I (TYIa PICAX l 1/2" PLWOOD SHIM M1 2xb BLOCKING W/ (5) 10d (TYP) �- ' �_--J 2xb OVTRISSER • • BET'YdEEN OUTRI6SER5 Z� �« NOTCHED 5xb PLATE 024" O.G. - -) ZxlO FASCIA W/ (Z) SIMP�.�ON RR NOTE: x 6R�OUT FILLEfl OPENING __ EA SIDE EA SEE DETAIL '.f/- DOUBLE 2xb RAFTER IOd TO 4x NAILER STEEL DOOR PLATE 5/b"x4'xl'-0O" AND (1) 10d TO NET 4xb OUTRI6EER FOR MORE INFO (TYPICAL) SEE SPECS W/ (2) 'S/4 AB. SEE DET. 3/- StMI°�.�ON d46 JO HOLLOW METAL b" GMU WALL RIDSE BEAM HANGER (TYPICAL) RIDGE BEAM (5« MIN. EMBED'T) SEE ELEVATIONS LOOSE "T" FRAME DOOR JAMB b" CMU WALL �) - -- FOR REINF. OR WIRE ANCHOR SEE ELEVATIONS FOR REINF. 4x CNOTE: ONT. TO FASCIA �� (3) MIN. PER JAMB (2) 05 • JAMBS, SEE DET. 2/- (TYPICAL) FOR MORE I DETAIL DETAIL DETAIL 3 =1 -0 1 1 1/2 =1 -0 4 1 1/2"=l'-Om =1 -0 1 —- -- y` LINTEL BLOCK X \ PV 05 X, r 2" FILTER u k SEE SCHEDULE x LINTEL BLOCK LINTEL BLOCK AND SPECS W/ (2) •3 x x x x W/ (2) M5 k RAIN SHIELD �- SEALANT NOTE26 : _ INSTALL DAMPER ------ DOOR HEAD FILL w/ GROUT PER MANUF. -- REGUI DOOR HEM-FILL 4 REMOVABLE STEEL - - .. -- -- ) WITH GROUT __ (j __._- L - TRANSOM PANEL , k a �J v NOTCH FOR INSTALL. 10 6A. 6ALV. SHEET ik -- STEEL. DOOR-SEE SPC-GS __ �`_��' � OF TRANS. METAL FLASHING r -- I /ABLE PANEL J AND DAMPER FRAME I/Z" (MIN . i CAJL c1 STOP W/ MIO FLAT i y CITY SEALANT THRESHOLD-SEE SPECS HEAD MACHINE SORE 45 DESCRIPTION OF REVISION DATE APPROVED: •b" O.G. (TYPICAL EXTERIOR AROUND PERIMETER 1. :x Z � EOD FOR TER INSTALL. - OF PANEL) n SEALANT N CITY OF RANCHO C U CAM O N GA LANDING LI 3/4x1 3/4x1/4" IN \ v N0. STEEL DOOR (b) 0I2 FLAT HEAL? -- ___-- _____-• L__ _ 6 SEE SPECS MACHINE SCREWS - REMOVABLE TRANS BAR SUBSTATION 12KV - r DETAIL DETAIL DETAIL CF 3"=1 -0 3 =1'-0 ' 3"=1'-0 D1 BROOKS RANsW ASSOCIATES DATE: APPROVED BY• S __ --- - RCE NO.: 249 3 �. 7415 N. PML AYE. SAM 100 WILLUIM J. 0 CITY ENGINEER - -- - FRESNO, CMIFOIN"A 93711 DESIGN PLAN PREPARED BY: GARY R. OLSEN. P.E. RECOMMENDED Underground AL-- \`�` f��fI f` JOE EE 8283 PREVENDA R P.E. Service Alert CTOR MIDST READ ATIONS AND DRAWN P CA. EE 16581 03-06 SHEET Call: TOLL FREE 4049 N. FRESNO ST. ��CC II�� FWAL.L MATERIAL AS PER AUM �' �' FRESNO. CA 93726 S5.V OF 1-800-422-4133 "� PH: (559) 221-7230 n CHECKED FAX: (559) 221-0507 DRAW NO. TWO WORKING DAYS BEFORE YOU DIG At�/OR PLANS OR AS PER EP.S. APPROVAL AL �� -11-03 FILE No CRC-03-001—___ V 8 m 0 10 W-2" 1 Typ>jp i/4 I = I WI4x 8k. CaxlI.S w - - -- T.O.S. h (2) 5/4.1 A525N EACH ROUND 04011MRS W14x COL. TSTC0012NERS 1�3/a' ST'1PF. 1/40 THICK GAP PL.A I 1/4 Es., TYP. I + NOTE= T56x6xl/4' gAL EL6GT. FOR - - - - -- -- -- MORE INFO. AND 1'`'� 3 VAMFIGATION OF 0FO. CONTAINED NERC. it-� n I F ELEV S .-BOX ; FRAME TO + A 1/4 ► - n f « INSULATORS MIZT. I L 2 I/2x2 1/2x1/4" -O 90X FRAME _--- T.O.S. ICS/a`xi'-b'x2'-10' I ICI/4"xi'-b•xZ'-10' I 1 'S/a` S L/4' i ICI/4'x10'x2'-10• a• J . S LOCATIONS (SAME AS I TYP. c:� WTbx20xb' LOId� Np SIDE PLATM) W/ (4) 1/2' A32SN 1/4 O AND LOCK WASHERS EACH SIDE OF 10114 FULL NT. STFF. It"" 0I2x TES GHORDS IDE(SEE EL6G. FOR SPACING) EA. SC49f EKED STYLI. WTbx* ' 1/4 2-4 V44x SM. CROSS SECTION 12KV TERMINATION =V-00 DETAIL a" U 4" jo2l,, G12x T45 CHORDS PLATE 1/4')10•x2'-1" 1/4 • 5 WCATIONS h � O TYP - - END PLATE 5/8xaxl'-S• I - 1 i 1 14 W/ (4) 5/400 A325N I 1 I W14x i I • - GOLUNIN r I _ I I TYP I I n! WI4x BEAM I INSULALTOR-'. ELECT. 2 DETA� 0 = MTAIL 5 3/4 =1 -0 Cmr - - DESCRIPTION OF REVISION DATE APPROVED: CITY OF RANCHO 0 CUCAMONGA NMR6 SUBSTATION 12KV cr C eRoacs RMSOM ASSOCIATEs CW ENINEMAPPROVED BY: DATE: -0 f 7415 IL'4 CALM@"um LLI WIAM J. OWN CITY ENGINEER RCE 96: 2495-3 DESIGN PLAN PREPARED BY: GARY R. OLSEN, P.E. RECOMMENDED Underground CA. EE 5253 09-06 ,�, CA. EE 16551 03-06 Service Alert ` ���f. Call: TOIL FREE CONTRACTOR MIDST READ SPECIRCATIONS A� DRAWN `�' P. 1' JOE PRENENOAR, P.E. SHEET------ _ IVSTAL.L MATERIAL AS PER ATIONS — W E. S. NFREW. CA 7M WADI, - 1-800-422-4133 ----- ---- - �++�+4+�-�+ 8 � S. after 5y«.y PH: (539) 221-7230 TWO WORKING DAYS BEFORE YOU DIG AND/OR rLAM OR AS PM EPAr r _AL MVAL CHECKED FAX: (559) =--M7 DRAWING NO. — d�p DATE 08-1 t-03 Fl�E No CRC-03-001 0 1 2 3 4 5 6 7 8 9 10 11 12 114'-8" 68'-0" 46'-8" INSPECTION NOTIFICATION REQUIREMENTS: 1. INSPECTION SHALL BE DONE BY SCE INSPECTION SERVICES. A 5'-O" 8'-O" 10 " 5'-5" 10'-0" 6'-7" 12'-0" 15'-4" 16'-O" 20'-0" 10'-G" NOTIFY PROJECT ADMINISTRATOR (818-302-8538_ ) _TWO '-O WEEKS PRIOR TO START OF SUBSURFACE CONS'�RUCTION. NOTIFY QUALITY CONTROL SUPERVISOR (818-302-8662) 48 HOURS � 1312 10'-0' 10`- 6'-0" t'-t;' PRIOR TO ANY REQUIRED INSPECTION. 5302979 53OM7 9 4' WALK GATE — — — — — — — NOTES: — — — — — — — — — — 1. ALL BELOW GROUND CONSTRUCTION INCLUDING FOUNDATIONS, b t 5" �- REQ 6' Cl FENCE 22' SLIDE GATE CONDUIT W EA N 0 - — — — — — — CUSTOMER. NG SFWl BE PROVIDED AND INSTALLED I — — — 3 SSS FAD _ -40 \ 1 I 2. ALL ABOVE GROUND CONSTRUCTION TO BE DONE BY THE S.C.E. 1 Cts fiMTION -- 2 _ 1?" PVC 9 3" PVC I 1 �; CO. INCLUDING CHAIN LINK FENCING, FENCE FOOTINGS AND I 15 I GAPES. p 4o RACK @ \ 20, �,----- 16 530979 ( ( 3. ALL BELOW GROUND CONDUIT AND GROUNDING CABLE CONNECTIONS U T I 3 3'X5' ' — — — — 3'X PREFAB.4' I 13 2" PVC ( — TO 1[ CTED BY S.C.E. CO. CONSTRUCTION ENGINEERING w PREFAB. PERSONNEL_ PRIOR TO BACKFILL. 4 I —PU1 jX 5" PVC L j — — ' S I r PVC 10" PVC P 4. BACKFILL SHALL BE COMPACTED TO 90 PERCENT MAXIMUM 1 11l DENSITY AND FINISHED GRADE SHALL MATCH THE EXISTING. ECS 34-61-10 I 9 \ \ — I MECHANICAL ELECTRICAL i _ b (�j . 3 3" \ \ — — — — j EQUIPMENT ROOM /i 5. ALL ECS NUMBERS SHOWN ARE TYPICAL. i 5 I L�- - \ �IL - - - - - - - - — � — - - - - - I ?"' PVC / b CONDUFf: i I - - I - ( I I � 1. ALL BELOW GROUND CONDUIT SHALL BE PLACED AFTER CONCRETE an FOUNDATIONS ARE POURED UNLESS IT IS PART OF THE POUR ��L CONTROLTR N H -- I I 2. BELOW GROUND CONDUIT RUNS SHALL BE STUBBED UP NOT LESS ♦ r PVC PVC �. THAN 2w ABOVE TOP OF FOUNDATION, 13/8' FROM EDGE OF T Ft-1 �' % — T �� �� — " t0" FOUNDATION TO EDGE OF CONDUIT UNILESS OTHERWISE NOTED. C 5 GROUP OPEIRI=ECS 34-61-10--"' �I ( II dl TERMINATE WITH A CAP OR PLUG, BUT DO NOT CEMENT. I I 1 ( 4 16 >� I 8' -- I DISC. SW. SH. 1 REV. 3 I I I 5302979 55, 530 989 9 5302979 I I HANE (TYP} I' II 1 ECS 34-38-01 C—__ 3. CONDUIT SHALL BE PLACED A MINIMUM OF 24" BELOW GROUND SH. 1 RIEV. 2 UNLESS OTHERWISE NOTED. -M �5, I ( I 3 PVC --�-- tt �/ 4. DO NOT CEMENT PLUGS OR CAPS ABOVE OR BELOW GRADE Q 5302979 ON PVC STUBS. 5302979 — L J — — — — — , / Ar GROUNDING: — — — — - %- 1. ALL GROUND CABLE SHALL BE #2/0 BARE 7-STRANDED COPPER I �88 l 16 1r PVC — �� 5' 16 1'� FSC ' UNI ESS OTHERWISE NOTED. I BY EXOTHERMIC I rr I I I / f 16 �Q �I �-_ 3• PVC 9 I / / 1 //, �\ \ 5 t� 14 3'-0' I I 2. ALL GROUND CA13LE WELD PER SPECIFICATION MS�493-1980 do SHALL BE ECS�33-00 0 b I3 SHA ( L J I(I 1 1 r L J / \ % p� 5.r, 979 04 THRU SH. 12 I I 1 530297 10' / I / 8 I � I / / / _ _ _ _ = O Q� 3. GROUNDING STUBS FROM THE GRID SHALL BE PLACED AT EVERY D I I I 530-979 I� 7 / / / 2 0 CU. TIE-UP OTHER FENCE POST, ALL GATE AND CORNER POSTS. S' I — — ' 5302979 / / / — —j — — — r 11 0/CLKTOMER 4. ALL GROUNDING STUBS SHALL BE PLACED DIRECTLY AWKENT /� r GROUND GRID J I I 9 3 PC 6 ` ` / L J c__ UNDER ) j W/ BARBWIRE5 4 PVC TO THE FOUNDATION AND EXTENDED GRUIDE, OTHERWISE NOTED. 5'-o ABOVE FINISH b 5 5-2979 ` '✓ r — I / / (4 SIDES) 2 0 COPPERMELD TO CUSTOMER I �) �B 22 CCB 77 _ �ER 8 CONDUIT CAP 5. 12/0 COPPERWELD GROUNDING CABLE SHALL BE LOCATED 3 FT. �r / to o SNRK. T C- / // / 9 3" PVC (NOTE 5 GROUNDING) 21 OUTS OF FENCE AS SHOWN. $g 3 RENCE U I + / I 15' GROUP OPER. 6. ROUTE THE CABLE IN AN ARC UNDER THE AREA WHERE THE I 5302979 I 15 ' \ -� 8 %% DISC. SN. I I f12/0 CU. TIE-UP OPERATOR STANDS Wr ILE OPERATING THE DISCONN€CT SWITCH. _HANDLE — — GRDR THE GROUND CABLE SHALL BE CONTINUOUS FROM THE SWITCH GROUND5' - _ 1 \ � / STS STRUCTURE THROUGH THE AREA WHERE THE OPERATOR L J5302979 I-, LQJ 111 5302979 GROUNDING do CONDUIT SYMBOLS: E 101 - S,I I 5302979 / --- = = \'� / GROUND CONNECTION ef / \ F- -- #2//-v GROUND CABLE BURIED Ir BELOW GROUND C8144I I —\— L J I — — — '- BELOW GROUND CONDUIT, SIZE AS NOTED ON PLAN I I I I 1 1 I 16 1?" M, I 7 — I — OTHERWISE NGROUNDW OTED.1112/00 1 COPPER UNLESS OTE 4. 530297 / ' 9 \ L -- -- 5302979 I 5302979 / 16 1?" PVC � l� e53O2979 F11 C — — — — — r 1� ECS 33-12-20 4 I REV. 2 ECS 33-00-00 bc 1 1 1 5302979 I I SOrITI O DRAWN I I ( SHS 2 REV. 0 I 40 I I ( I I 1 I ( I (TYr) I I I � I ECS ;REV�G b 8' BLOCK wAI.L >IWD G 3'-0" 51-15" 5'-T 10'-0" 10'-0" 10'-0" 9'-6" 10'-0" 2/0 CU. TIE-UP 79'-0" TO CUSU DT MER 0 7121E M-52199 ES02 N �^ 0 ID. N0. 8/M NO. SE ITIM PREFIX t B0.L OF MATERIAL REFERENCES I �j H DRAWING NOT TO SCALE LL LOCATION: ARBORS SUBSTATION SHEET NO. BELOW GROUND 5302979 BELOW GROUND CONDUIT DETAILS E CONDUIT & GROUNDING PLAN 5302977 ABOVE GROUND COUDUIT ELEVATION do DETAILS 5302976 ABOVE GROUND CONDUIT & GROUNDING PLAN 0 ORIGINAL ISSUE HS ORSA 7121E stee rs 0 REFERENCE DRAWINGS REFERENCE DRAWINGS NO. REVISIONS DATE P.E. OAE SUPV APPROVED ENGR CK'D MADE I I.D. I NO. REVISIONS DATE P.E. OAt SUPV APPROVED ENGR CK'G MADE I.D. ® EDISON A....o»nrrMlrAoaAcaO $HT$. � E4-632-C" 03-SS 5302978 - 0 a� 1 2 3 4 5 6 7 8 9 10 11 12 1 1 ' A 17 19 24 1}" PVC 22 12 10 FDN. 3 ' FDN. 3r r - 3" PVC r ----I B02 N. 1 �N. � 17 19 24 1�" PVC FDN. 1 17 19 24 L----J jf4 1r PVC17 19 24 lr PVC I I I 17 19 24 it PVCIFDN. FDN. I FDN. N FDN. FDN. N AN OR B- VT'S i i N „ I I L01 OR L04 OR L05 I I L J 17 19 24 1?" PVC L J 3 B tx03 FDN. 4", DETAIL OR SS2 DETAIL 1 DETAIL 2 DETAIL 3 DETAIL 4 DETAIL 5 DETAIL 6 N.T.S. 5302978 N.T.S. 5302978 N.T.S. 5302978 N.T.S. 5302978 N.T.S. 5302978 N.T.S. 5302978 C CB 22 OR CO 77 OR 88 CB 44 PULL BOX PULL BOX FDN. 2" PVC FDN. 2" EDGE OF EDGE OF 14 15 23 FDN. I FDN. r I I 17 19 24 24 19 17 I I I FDN. I , 1�" PVC 1 PVC ———— ————— FDN. �' D L J + + + AN OR D- L 2 r 9 30" 20" � MET UNITS 10 12 22 22 12 10 17 19 24 VOC�S Y01PVC 3" PVC 1?" PVC (MIN) 1r PVC DETAIL 7 DETAIL 8 DETAIL 9 DETAIL 11 N.T.S. 1,5312978 N.T.S. 5302978 N.T.S. 5302978 N.T.S. 5302978 E EAST WALL OF Q "MEER" INTERFACE 10» PVC -^ PVC 14" PVC PULL BOX FDN 3'-T 40 39 38 42 43 44 38 39 40 14 15 23 14 1 1,-or 1'-9' 9" 6" 3" 3" 6" 9" 2'-9" 2'-4" 4'-8" I I ' BLOCK WALL + + + — M 1 Mf02 I 1 COMI�'i�NICATION 4" PVC 21 8 6 I 1 I I -1 + - + ao" E RACK �+ + ZA .-,55 20 2 1 I zL_ L _J'bo a5'-D" 5" PVC L----J `0 z 1 10 12 22 3" PVC S Cl FENCE DETiAIL 12 DETAIL 13 DETAIL 14 DETAIL 15 N.T.S. 5302978 N.T.S. 5302978 N.T.S. 5302978 N.T.S. 5302978 G NOTE- 1. FOR GENERAL NOTES, SEE DWG. 5302978 } J Z O N O 7121E M-52199 ES02 - 1 � III. NO. B/M NO. SECTION R PREFIX < BILL IF MATERIAL REFERENCES 0 tow Lj w 3 � s DRAWING NOT TO SCALE LL LOCATION: ARBORS SUBSTATION SHEET N O. 4 M 5302978 BELOW GROUND CONDUIT do GROUNDING PLAN BELOW GROUND CONDUIT E 1 5302977 ABOVE GROUND CONDUIT ELEVATIONS do DETAILS DETAILS olo a 5302976 ABOVE GROUND CONDUIT do GROUNDING PLAN 0 ISSUED FOR CONSTRUCTION DZ ORSA 7121 E �0t"1°"'G"'O1� SCALE: NONE o REFERENCE DRAWINGS REFERENCE DRAWINGS NO. REVISIONS DATE P.E. QAE SUPV I APPROVED ENGR CK'D MADE I.D. N0. REVISIONS DATE P.E. QAE SUPV APPROVED ENGR CK'D MADE 1.D.. I POEDISON AN MDOMIINTI"AITMALOOF SHTS. sm E4-02-CAW 03-83 ao l 5 � 02 � � g o 1 2 3 4 5 6 7 8 9 10 11 12 SCHEDULE OF FOUNDATIONS MARK CLASS DRAWING NO. DESCRIPTION TOC ELEV. NOTE 18 SR JOB 5304781 66KV SWITCHRACK FOUNDATION +0.50' 114'-8 CB JOB 5304781 66KV CIRCUIT BREAKER FOUNDATION +0.50' A CIC JOB 5304781 CUSTOMER INTERFACE CABINET FDN +0.50' 68'-0 46'-g" VT JOB 5304781 66KV VOLTAGE TRANSF SUPPORT FDN +0.50' MU JOB 5304781 66KV METERING UNIT FDN +0.50' 18'-0 5'-5 16'-7 12'-0 15'-4 16'-0 20'-0 10'-0 KP JOB 5304781 COMMUNICATION TERMINAL POLE FDN +0.50' SMC JOB 5304781 METERING CABINET SUPPORT FDN +0.50' 22' ROLLING GATE MEER JOB 5304782 MECHANICAL, ELECTRICAL k EQUIPMENT ROOM +0.50' 3'-6 5'-0 3'-6 WITH BARBED WIRE (BY OTHERS) I 4'-0 WALK GATE W/O BARBED WIRE GENERAL NOTES: B (BY OTHERS) 1. WORK AND MATERIALS SHALL CONFORM TO SCE COMPANY SPECIFICATIONS, UNLESS NOTED 'KP' KP' OTHERWISE. + + SMC I 2. FOR GENERAL NOTES SEE ECS 56-00-00, SHEET S i. 3. GRADING OF THE SUBSTATION AREA SHALL BE DONE BY THE CUSTOMER IN ACCORDANCE WITH GEOTECHNICAL REPORT BY EARTH SYSTEMS SOUTHWEST, DATED DEC. 22, 2000. THE CUSTOMER SHALL FURNISH MATERIAL UNLESS OTHERWISE SPECIFIED. 6'-0 CHAIN LINK FENCE I 4. THE SUBSTATION GRADED AREA SHALL BE SURFACED WITH A 4" MINIMUM THICKNESS OF WITHOUT BARBED MIRE "CRUSHER RUN' UNTREATED ROCK SURFACING IN ACCORDANCE WITH SCE SPECIFICATION. PER ECS 71-03-02, S1 THE ROCK SURFACING IS APPLIED AS AN INSULATION FOR THE SUBSTATION GROUND GRID AND IS NOT TO BE REGARDED AS THE FINISHED GRADE FOR ANY TOP OF FOUNDATION OR OTHER FINISHED GRADE ELEVATIONS SHOWN. ALL TOP OF CONCRETE ELEVATIONS OR I MEER HEIGHTS SHOWN ARE UNDERSTOOD TO BE FROM THE FINISHED DIRT SURFACE. o, 5. SEE GRADING PLAN FOR BENCH MARK. M6. WEED KILLER SHALL BE APPLIED AS REQUESTED BY THE DIVISION SUPERINTENDENT AND 'SR' 'SR' 'SR' MH IN ACCORDANCE WITH SCE COMPANY SPECIFICATIONS. 7. ALL ABOVE AND BELOW GROUND CONSTRUCTION SHALL BE DONE BY SOUTHERN CALIFORNIA EDISON CO. O° 8. REFERENCE LINES SHALL BE LOCATED BY CUSTOMER PRIOR TO CONSTRUCTION. vT' 1 -90 1 -� ,MU, 9. PRIOR TO CONSTRUCTION, UTILITIES AND ANY EMBEDDED CONDUITS OR DUCT BANKS IN PROJECTS'S AREA SHALL BE REROUTED OUTSIDE THE SUBSTATION AREA. + ICB' + I co 10. ANCHOR BOLTS, STRUCTURAL MEMBERS, REINFORCEMENT, FOUNDATION FORMS AND INSERTS , SHALL BE CHECKED AND APPROVED BY SCE COMPANY BEFORE CONCRETE IS PLACED. + + I OPEN SIDE OF 3'-0 ~' 11. ALL ASTM A307 ANCHOR BOLTS SHALL BE MANUFACTURED USING ASTM A36 STEEL. D o I � + MU UNISTRUT TO 12. DIMENSION TOLERANCE BETWEEN CENTER LINES OF ANCHOR BOLT GROUPS FOR A COMMON NORTH STRUCTURE SHALL BE ? `N 'CIC' 13. LONGITUDINAL REBAR SHALL BE CONTINUOUS. LAP SPLICES REQUIRE PRIOR APPROVAL BY THE ENGINEER IN WRITING. 10'-2 10'-2 14, FLAT CONCRETE SURFACES SHALL BE STEEL TROWELLED. `VT' l'-60I 1'-6A MU, - 1 1'-3 3'-6 15. PIER FOUNDATIONS SHALL BE PLACED IN ONE CONTINUOUS POUR. - - + - - - + oo 'CB' I 'CB' 16. SQUARE CAP ON PIERS SHALL START AT 6 INCHES BELOW FINISHED GRADE. 17. EXPOSED CONCRETE VERTICAL EDGES SHALL BE CHAMFERED 1" x i" AND EXPOSED SR' + + SR + + 'SR HORIZONTAL EDGES TOOLED. _ _ SWITCH_RACK & _ - + - - - �- - STATION REFERENCE LINE 18. SEPARATE FOUNDATIONS "SR' SHALL BE AT THE SAME TOP OF CONCRETE ELEVATION. c co + + + ♦ 19. ENGINEERING SHOULD BE NOTIFIED IMMEDIATELY IF, IN THE COURSE OF DRILLE MILLING HOLES FOR CAST-IN-PLACE PIERS, OBSTRUCTIONS OR OTHER UNFAVORABLE CONDITIONS `VT' CB CB 'MU' Q ARE ENCOUNTERED. SEE PLAN 20. CONSTRUCTOR TO VERIFY EQUIPMENT ASSIGNMENT WITH PROJECT ENGINEER PRIOR TO PLACEMENT OF CONCRETE FOUNDATIONS. 1'-90 1'-9b o 'CB' W z q 21. THE PERIMETER WALL AND ENTRY GATE SHALL BE CONSTRUCTED BY THE CUSTOMER. THE ' I CD ''' BARBED WIRE AND SUPPORTS SHALL BE INSTALLED BY SCE. 'VT' MU' SEE ASPHALT-CONCRETE PAVING NOTE 6 22. ANY SOIL OR CONCRETE THAT IS TO BE REMOVED FROM THE SUBSTATION N SITE MUST BE TESTED FOR ENVIROMENTAL CONTAMINATION PRIOR TO REMOVAL. CONSTRUCTION IS TO CONTACT "ZAID AHMAD" FOR THE < GEOTFINSIHED GRADE FINSIHED GRADE CELL (909) 316R07201UP (TO ARRAX AANGE 95, PHONE THE TREQUIRED TESTING. 'VT' ,MU. Q C) �- �- Q - - t - - F CN N ASPHALT-CONCRETE PAVING NOTES Go 'SR' 'SR' 'SR' 12" SUBGRADE 1. THE ASPHALT CONCRETE SHALL CONFORM TO CALTRANS STANDARD SPECIFICATION 39 AND CITY OF INDUSTRY STANDARDS. MEDIUM GRADATION AGGREGATE WITH AR 4000 ASPHALT CONCRETE. TYPICAL DRIVEWAY SECTION 2. THE MINIMUM ASPHALT CONCRETE THICKNESS FOR DRIVEWAYS SHALL BE PER CITY OF INDUSTRY STANDARDS AND SPECIFICATIONS. 3. THE 12" OF NATIVE SUBGRADE BELOW THE 6" CLASS II AGGREGATE BASE, AND THE I I I AGGREGATE BASE SHALL BE COMPACTED TO NOT LESS THAN 957. OF THE MAXIMUM DRY DENSITY, PER ASTM D1557. 4. THE CLASS II AGGREGATE BASE SHALL CONFORM TO CALTRANS STD. SPECIFICATION SECTION 26. 8'-0 BLOCK WALL 8'-0 CHAIN LINK FENCE 5. OVER-EXCAVATED SHOULDERS SHALL BE BACKFILLED AND RECOMPACTED TO NOT I I WITH BARBED WIRE I WITH BARBED WIRE LESS THAN 95% OF THE MAXIMUM DRY DENSITY PER THE SPECIFICATIONS. ALL AROUND (BY OTHERS) 6. THE FINISHED SURFACE OF THE ASPHALT CONCRETE SHALL BE EXAMINED FOR DEFECTS SUCH AS CRACKS, CHECKS, AND HOLLOWS GREATER THAN r UNDER (BY OTHERS) A 10 FT. STRAIGHT EDGE, AND ALSO FOR INCORRECT GRADES. DEFECTIVE WORK o SHALL BE REPAIRED AS DIRECTED BY THE ENGINEER. m ij 7. THE EXACT PROPORTIONS OF AGGREGATE AND THE AMOUNT OF ASPHALT BINDER '^ } FOR THE ASPHALT CONCRETE SHALL BE PER THE CITY OF INDUSTRY 8'-0 22'-0 22'-0 26'-4 STANDARDS AND SPECIFICATIONS. 8. ASPHALT CONCRETE SHALL NOT BE PLACED IF TEMPERATURE FALLS BELOW THAT 79'-0 SPECIFIED IN THE SCE CONSTRUCTION SPECIFICATIONS. Z _ 0 9. ASPHALT CONCRETE SHALL NOT BE PLACED UNTIL ALL ONSITE IMPROVEMENTS % W H HAVE BEEN CONSTRUCTED. J V' 10. THE ASPHALT CONCRETE SHALL BE COMPACTED TO NOT LESS THAN 95% OF THE o DRAWING NOT TO SCALE DENSITY OBTAINED WITH THE CALIFORNIA KNEANING COMPACTOR PER ASTM D1561. LOCATION: ARBORS SUBSTATION SHEET N O. N O FOUNDATION LAYOUT W N 5304784 STEEL LAYOUT 0 ISSUED FOR CONSTRUCTION P.M. 7121 sow"eercowrM SCALE: 3/16=t-tT REFERENCE DRAWINGS REFERENCE DRAWINGS NO. REVISIONS DATE P.E. 0AE SUPV APPROVED ENGR CK'D MADE I.D. NO. REVISIONS DATE P.E. OAE SUPV APPROVED ENGR CK'D MADE I.D. ® EDI SON A.MDOM►NTlRNA7fMAL 0 OF SHTS. .OM E4-632-CARD 03-85 5 3 0 4 7 8 0 0 �D(ol 1 2 3 4 5 6 7 8 9 10 11 12 SCHEDULE OE PIER FOUNDATIONS V-6 9" 6" 3" 4- �4 CAP ANCHOR BOLT REQUIREMENT BOLT r N X T LG. r N HOLES AND LAYOUT (�V) A FDN. & DESCRIPTION EMBED. DIA. VERT. PROD. LAYOUT BOLT d L a b T x z I STD 135 HOOK CAGE •, ASSEMBLY MARK H D RFINF. (IIS.) DETAIL DETAIL (DN. (LENGTH) (IN.) (IN.) (IN.) (IN.) (IN.) PIPE 6"N STD. - 'P1' 101-0 LONG 3- #3 TIE M � A SR 66KV SWITCHRACK FDN 13'-0 3'-0 12-#7 4 1 1 1? 3'-0 16 16 4 OPEN SIDE PLAN VT 66KV VOLTAGE TRANSFORMER FDN 6'-0 2'-0 6-#6 3 1 1 ? 1'-6 9 9 3 - SECTION A MU 66KV METERING UNIT FDN 6'-0 2'-0 6-#6 3 1 1 ? 1'-6 9 9 3 — ; P, KP COMMUNICATION TERMINAL POLE 6'-0 2'-0 6-#6 3 1 1 ? 1'-6 9 9 3 CIO B UNISTRUT P3000 TT rn o r I . I D M cG \� \N a — I A o N 2'-0 N 3 EA. 0" N x 0'-44 STUDS EQUALLY SPACED (TYP.) c' C ANCHOR BOLT b _ 2TMPLR 'SMC' SUPPORT FOR METERING CABINET (TYP.) - b/2 'CIC' CUSTOMER INTERFACE CABINET o ;i_ _ MATERIALS REQUIRED FOR ONE FOUNDATION \ MATERIAL REQUIRED FOR ONE FDN. 0.6 C.Y. CONCRETE 2500 PSI 0 28 DAYS a 0.2 C.Y. CONCRETE 2500 PSI A 28 DAYS 1 EA 'P i' PIPE ASSY. W/ CAP SQUARE CAP — + 2 EA UNISTRUT P3000 x 6'-0 LONG 2 EA BOLTS r N X 0'-8" LONG (GALV.) WITH NUT & WASHER _ _ 3 0 / 4 EA #4 BAR X V-6 LG. ASTM 615, GR. 60 VERT. REINF. o \ 3 EA #3 TIE, ASTM A615, GR. 60 EQ. SPACED a m ANCHOR BOLT LAYOUT 1 ANCHOR BOLT ASSEMBLY 1 8'-0 W 1'-60 — — Z � 4'-0 - WH v w SYM. ABT. a — — NOTES: E a — — N 1. FOR ALL GENERAL NOTES, SEE FOUNDATION LAYOUT. 2. PIER FOUNDATIONS SHALL BE PLACED IN ONE CONTINUOUS POUR. I 3. SQUARE CAP ON PIERS SHALL START AT 6 INCHES BELOW L) cc3 CLR. ,�, v FINISHED GRADE. 1 SYM. ABT. + (TYP.) 4. USE #3 SPIRAL FOR 3'-0 AND BELOW PIER DIAMETER D AND #4 SPIRAL FOR Y-6 AND ABOVE. o 5. ALL ASTM A307 ANCHOR BOLTS SHALL BE MANUFACTURED A USING ASTM A36 STEEL. GALVANIZE AFTER FABRICATION. TYPICAL PIER 6. FABRICATOR TO PROVIDE THREADS AS NEEDED. F 7. CONCRETE SHALL BE TYPE 2, 2500 PSI AT 28 DAYS. PLAN P LAN ANCHOR BOLT 0 I N a 3 CLR /5 AT 12 E.W. N, (TYP) TOP do BOTTOM G SECTION A J 'CB' FDN FOR 66KV CIRCUIT BREAKER :v EnU) In MATERIAL REQUIRED FOR ONE FDN. g 3.6 C.Y. CONCRETE TYPE 2 2500 PSI A 28 DAYS a 14 EA. #5 BAR X 7'-6 LG. ASTM 615 GR. 60 Z Ln ui H 18 EA. #5 BAR X S-6 LG. ASTM 615 GR. 60 4 EA. ANCHOR BOLT, A307 1" DIA. x V-6 LG. ; SQ. HEAD, 3" THD. WITH H. NUT do ` STD. WASHER (XV) DRAWING NOT TO SCALE LOCATION: ARBORS SUBSTATION SHEET NO. N a� FOUNDATION DETAILS (W,) N 0 ISSUED FOR CONSTRUCTION P.M. 7121 �U"ON CAUFOWO% SCALE: 7304780 FOUNDATION LAYOUT ® E D I SO N REFERENCE DRAWINGS REFERENCE DRAWINGS NO. REVISIONS DATE P.E. E.AESUPV APPROVED ENG R CK'D MADE I.D. NO. REVISIONS DATE P.E. OAE SUPV APPROVED ENGR CK'D MADE I.D. ANitDWNWfl"ATMNAL�7 OF SHTS. � [4-102—CAM 03-65 5304781 - 0 eplo&l I 1 2 3 4 5 6 7 8 9 10 11 12 MATERIAL REQUIRED FOR ONE FOUNDATION 10 C.Y. CONCRETE 2500 PSI • 28 DAYS 5'-0 20'-0 6 1'-0 10 1600 L.F. #4 REBAR, ASTM A615, GRADE 60 �4 ® 12 EW. A 1'-0 13'-70 4'-4* 1'-0 FIN. FLR. 400 SQ- FT. WATER PROOF (W.P.) MEMBRANE (6 MIL POLYETHYLENE SHEETING) 4 CONT. 6.3 C.Y. SAND (SEE NOTE 5) /4 • 12 1 LT EMBEDDED STEEL SEE DWG. 5304458 a 1 PKG. FROTH-PAK SEALANT FOAM PER MAT. CODE 046-00284 O N = Vl d 4 EA. REDWOOD 2 x 12 x 3'-30 LONG, S4S W F----------- r- SAND I � C I I IQ y 4-#4 ED CD EQ. S — I I I i i t i '. i I I , , i , : u, Al 1. p CONCRETE PAD I I I DWG. 5302973 (TYP) i , 1 B I I SEE ELECTRICAL i I `V L-__________ I FOR CONDUIT I 'r W.P. MEMBRANE 3 CLR. v I 0-r' I , , I 00 (TYP.) "' W o II III III 3Q.- 4 ESA CEDSECTION SAND TYP. - -7 " W.P. MEMBRANE (TYP.) 3 CLR. a TYP. M 0 4 ® 12 N t0 - t le '�� _ 6 1'-6 6 — —t--- — D SLOPE CONTROL CABLE TRENCH C> — - 2 9 9 REDWOOD COVER C N SIM. F -------------- --- -- ----------I-I-J I TYP. 2 X 12 X 3'-3/ E I I DWG. 5302973 (TYP.) I ® I T SEE SECTION E - _ ELECTRICAL N FOR CONDUIT I 00L------- ------------------ M W - I I I I N 00 CIO LOPE I 6 -� o I S~- x-11--------- --- #4 0 12 E.W. N N __T: b b CABLES PER - ELECTRICAL DWGS. I I A I I 4" SQUARE OR ROUND o D I I DRAIN. SLOPE FLOOR "' ENCASE CONDUIT (TYP.) I I TO DRAIN. SEE ELECTRICAL DRAWING I I o 6 1 g' x 18' OPENING oO I I ANT CONCRETE PAD (SEE NO E 6)F0AM. CABLES PER N I I 2'-p 2'-p ELECTRICAL I I ITROCKWELL FILL DRAWINGS WITH 1" MAXIMUM 4'-0 CRUSHED ROCK 4'-0 C 4'-0 10 ,'-o „'-s 10 5'-0 10 SECTION B SECTION rf E 23'-0 --- FOUNDATION PLAN NOTE: EMBEDDED STEEL NOT SHOWN FOR DWG. CLARITY NOTES: 1. MATERIAL AND CONSTRUCTION SHALL CONFORM TO SCE SPECIFICATIONS. 2. CONCRETE SHALL DEVELOP A COMPRESSIVE STRENGTH OF MIN. 2-#4 (5'-1) LG. 14 CONT. (TYP.) 2500 PSI IN 28 DAYS.EMBEDr t0 5-#4 A 12 1'-10 3. REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60 r R ERENCEED STEEL FIN. FLR. #4 0 12 E.W. 4 ® 12 — 11'-0 ALL REINFORCEMENT SHALL BE LAPPED 40 BAR DIAMETERS �' GRADE GRADE WAY CONC. PAD FIN. FLR. UNLESS NOTED OTHERWISE. N `T 4. CHAMFER OR TOOL ALL EXPOSED CONCRETE EDGES AND SURFACES. co `=•=. __ ___ _ "' - 5. SAND SHALL BE COHESIONLESS MATERIAL FREE FROM ORGANIC SUBSTANCES AND OTHER DELETERIOUS MATTER. THE MATERIAL I4 ® 12 I :.°�'?. 2- 4 CONT. it of SHALL CONFORM TO THE FOLLOWING GRADING: SLOPE (TYP.) • U.S. SIEVE SIZE PERCENT PASSING BY WEIGHT • #4 0 12 NO. 4 100 #4 0 12 1 Z' y #4 CONT. C> 2—�4 CONT. NO. 200 0 — 10 1'-0 3 CLR. (TYP.) #4 A 12 PULL BOX W.P. MEMBRANE SAND ALT. BEND TYP 1'-0 6. AFTER CABLE INSTALLATION AND USING A FIELD TRIMMED 6 ALT. BEND CARDBOARD FORM TO ACCOMMODATE THE CABLES, SPRAY 2-#4 CONT. TYP. FROTH-PAK SEALANT SO THAT FOAM EXPANDS TO FILL T. do B. THE TRENCH OPENING OF "MEEK" ROOM WALL. r 3 CUR. J SECTION SECTION c 0 0 V) 0 I � � < Z 0 (/1 W H � Vf C9 Of DRAWING NOT TO SCALE LOCATION: ARBORS SUBSTATION SHEET N O. N O 5304788 MECH. ELECT. EQUIP. RM 'MEER' SECTION do DETAILS MECHANICAL ELECTRICAL EQUIPMENT ROOM 'NEER' FOUNDATION PLAN & DETAILS12. 5304787 MECH. ELECT. EQUIP. RM 'MEER' PLANS do ELEVATIONS I 5304783 MECH. ELECT. EQUIP. RM 'MEER' SHOP DETAILS 0 ISSUED FOR CONSTRUCTION P.M. 7121soun"m cxvalM SCALE: REFERENCE DRAWINGS REFERENCE DRAWINGS NO. REVISIONS DATE P.E. QAE SUPV APPROVED ENGR CK'D MADE I.D. NO. REVISIONS DATE P.E. OAE SUPV APPROVED I ENGR I CK-0 MADE I.D. POEDISON *ARIN"VMWNA"MaOm"my OF SHTS. JOZ E4-632-GADO 03-83 4k- �O� 5304782 - 0 1 2 3 4 5 6 7 8 9 10 11 112 3'-10 10 , BILL OF MATERIAL 60 2 N.H. SPACES @ l'-1 = 2'-2 5 N0. DARK DESCRIPTION LENGTH IN. REMARKS 12� TYP. TYP. READ. 1- ? ?"N ON 1?" GA. (TYP.) 12 of 1 Al ASSY. ^ FORM ATIACHMENT NAIL HOLES (N.H.) TYP. 1 al L20 x 20 x ? 3 4 14 H al MITU.NRE ok I 1 b1 BAR 1 x ? 3 4 3 t 2 c 0"- NELSON STUD H4L 0 4? 1 18 TOTAL 12 0"- NELSON STUD 'c' I am 1 A2 ASSY. c (TYP.) A b 1 \,2 1 a2 L20 x 20 x ? 12 11 53 TYP' — 1 b2 BAR 1 x ? 12 11 11 5 2'-6 5 6 c 0"N NELSON STUD H4L 2 MK — Al SECTION A DETAIL 1 66 TOTAL 12'-6 1 A3 ASSY. 1 a3 L20 x 20 x ? 11 80 48 Q 6? 11 N.H. ® 1'-00 = ll'-50 6? 5 1 a4 L20 x 20 x ? 1 5 6 U _ _ _ _ _- _ _ _ 1 b3 BAR 1 x ? 11 7 10 - 1- -- 1? 8 10 1? 1 b4 BAR 1 x ? 1 5 1 P3 P5 P5 P5 P4 a2 7 c 0"- NELSON STUD H41- 2 ? ? ? 67 TOTAL I P I A4 F1 c (TYP.) b2 1 8? ? , 1 A4 ASSY. 6 1 o5 L20x20x ? 2 4 10 I A3 5 5 SPACES 0 T-4 = 11'-8 5 TYP. 1 b5 BAR 1 x ? 2 1 2 -- ------ ---- - -- ---- -- --- ? 2 c 20 0"� NELSON STUD H4L 1 Al P7 P7 P7 P7 P7 MK — A2 as on 1 ?" f 13 TOTAL --- - ---- ---- - ------ ----- II ?' t I II or A2 5 4 SPACES @ T-6 = 10'-0 1'-1 C n• TYP. A U.N.O. c (TYP.) TYP 3 Pi t ? x 8? 3 8 78 b3 G ox oe 1 P2 t ? x 8? 1 4? 10 c ac �' - - - - - - - - - - ? ? TYP. c 1 P3 t ? x17? 1 8? 26 < TYp as 03 o b4 ? ao LLV 1 P4 i ? x 12? 1 4? 14 7 9 N.H. @ 1'-1 = 9'-9 I SECTION B 3 P5 i ? x 12? 3 8 115 a4 — D CONTROL CABLE TRENCH PLAN 1 P6 t ? x 14? 2 1 26 DIAGRAMMATIC TYP. ? 11'-6 5 P7 t ? x 14? 2 6? 159 1'-0 12'-9► (UNISTRUT 'as' 10 i'-6? 13'-90 MK — A3 1'-6? I 3 SPACES A 3'-8? = 11'-0? 1'-3 2 _4 1 as L30 1 F1 ASSY. 20 X 14 0 69 1'-3 I 7 SPACES @ 1'-8N = 11'-110 (8- ax) 7 °k 3 2 N.H. @ 11" = 1'-10 3 oe 1 ab L30 X 20 X ? 1 11 9 50 6 SPACES @ T-2 = 13'-0 7 - c i 4 1 oc L30 X 20 X ? 13 0 64 1 ad L2 X 2 X ? 1 2 4 100 8 N.H. SPACES A 1'-7 = 12'-8 3 05 of TYP. 3 oe L2 X 2 X ? 3 7? 35 E as ox c - - - - - - - - - - - am v1 of L2X2X ? 1 6 5 12 c 09 4 1 og S3 X 5.7 1 6 34 <C an ,2TYP. ? ? 1 ok CIO X 15.3 1 11 29 Ll b5 1-3 ? ? TYP1 0m Lt X I X ? 1 20 2 I I I I 1 1 a, c (TYP.) of 00 oe oe as (F.S.) ae ad 1 on BAR l X ? 14 0 12 I I 1 I 4L1 1 0p 5 1'-6 5 1 ap BAR 1 X ? 1 11 2 i I II 1 i 1 SECTION C 1 or BAR 1 X ? 12 1a 11 Lok I a I C 1 °9 1 09 I a9 1 LLV c — 2 os UNISTRUT P3267-WC (CUT) 12 90 62S-W 3712-P I I 9 I _ oc 1 1 1 ob MK - A4 8 ax L1 x 1 x ? 0 50 7 I I am 1 1 1 1 18 c 0"� NELSON STUD H4L 5 O 1'-4? c 12 350 TTAL (F.S.) B 12 ar c FORM ATTACHMENT NAIL HOLES 4 1'-5 4 F (N.H.) ? N ON 1? GA. TYP. 4 8? 4 1? 6 6 SPACES i T-0 = 12'-0 (7 - c) 30 • 40 8 N.H. SPACES @ 1'-6 = 12'-0 5 Cl. 1'-0 12'-90 0 N I cCl. l• 1 EA. MK — F1 NOTES: NOTE: ?" PL NOT SHOWN FOR DWG. CLARITY i,_5? 1 — PLATE 'P4' 1 — PLATE 'P6' 1. STRUCTURAL STEEL FRAMES & PLATES ARE TO BE FABRICATED IN 6 1'-0 8 _1 P-0 6 3 11? 3 ACCORDANCE WITH THE LATEST AISC SPECIFICATIONS. G 2. ANGLE FRAMES SHALL BE TRUE & SQUARE TO DIMENSIONS GIVEN, WITH MITERED CORNERS WELDED & GROUND FLUSH ON EXPOSED SIDE. 1'-4? 3'-8 2'-6? 3. PLATES TO BE FLAT & SQUARE TO DIMENSIONS GIVEN. cl. "' '" 4. ALL STRUCTURAL STEEL PRIMER AND FINISH PAINT SHALL BE IN z °p ACCORDANCE WITH THE EDISON SPECIFICATION E-4801, O M 4 8? 4 4 3'-0 4 4 1'-10? 4 PAGE 3.9A-4. = W co 5. ALL FLOOR PLATE SUPPORT ANGLES SHALL BE L20 x 20 x ? N 3 3'-2 3 WITH FLAT, BAR t x ? UNLESS NOTED. 0 oc.. 6. ALL HOLES ARE 1 - UNLESS NOTED OTHERWISE. 3'-8 M Cl. 7. BREAK ALL SHARP EDGES OF STEEL BY GRINDING TO < ? INCH BEVEL BEFORE PRIMER IS APPLIED. z cl.fl- EnW H 3 — PLATE 'P1 ' 1 — PLATE 'P2' 1 — PLATE 'P3' ' 3 — PLATE 'P5' ; 5 — PLATE 'P7' DRAWING NOT TO SCALE LOCATION: ARBORS SUBSTATION SHEET N O. QN Z MECHANICAL ELECTRICAL & EQUIPMENT ROOM 'MEER' N SHOP DETAILS 5304782 MECH. ELECT. EQUIP. RM 'VEER' FDN. PL. DETAILS 0 ISSUED FOR CONSTRUCTION P.M. 7121 ► SCALE: REFERENCE DRAWINGS REFERENCE DRAWINGS NO. REVISIONS DATE P.E. QAE SUPV APPROVED ENGR CK'D MADE I.D. NO. REVISIONS DATE P.E. QAE SVPV APPROVED ENGR CK'D MADE I.D. ® E D I SO N An MXWN 1W""ATMALOemp " OF SHTS. � E4-632-GADO 03-85 5304783 0 c7 ' o SOUTHERN CALIFORNIA EDISON COMPANY ELECTRICAL CONSTRUCTION ENGINEERING STANDARDS STATION m z m D N O Z A. GENERAL C . DEMOLITION 1 . REMOVE IDENTIFIED FOUNDATIONS SHOWN ON DRAWINGS, FILL THE HOLES WITH SOIL AND 1 . WORK AND MATERIAL SHALL CONFORM TO SCE SPECIFICATION E4801 , UNLESS NOTED OTHERWISE. COMPACT PER B.4. 2. FOR PROPERTY LINES, BENCH MARK AND FENCING, SEE GRADING PLAN. 3. THE SUBSTATION GRADED AREA SHALL BE COVERED WITH A 4" MINIMUM THICKNESS OF "CRUSHER RUN" UNTREATED ROCK IN ACCORDANCE WITH SCE SPECIFICATION E4801 . D. CONCRETE 4. THE UPPER ONE (1) FOOT OF SUB GRADE MATERIAL BENEATH SHALLOW FOUNDATIONS (I.E. SPREAD MAT, SLAB) SHALL BE COMPACTED TO A MINIMUM OF 90% OF THE MAXIMUM DRY DENSITY ALL CONCRETE PLACEME"JTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE SCE DENSITY AS DETERMINED BY ASTM D1557, UNLESS NOTED OTHERWISE IN RECOMMENDATIONS SPECIFICATION E4801 . OF THE GEOTECHNICAL REPORT. 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI IN 28 DAYS, m 5. ALL ELEVATIONS SHOWN ON THE FOUNDATION DRAWINGS ARE TOP OF CONCRETE ELEVATION, UNLESS NOTED OTHERWISE. < UNLESS NOTED OTHERWISE. U' 3. THE MINIMUM CONCRETE COVER FOR ALL REINFORCING STEEL, UNLESS OTHERWISE NOTED, SHALL BE O 6. TOP OF CONCRETE (T.O.C.) FOR FOOTINGS THAT HAVE TOP OF CONCRETE ELEVATION 3' CLEAR FOR CONCRETE PLACED DIRECTLY AGAINST AND PERMANENTLY EXPOSED TO EARTH. z SHOWN AS EL. "X1' ..."XN , SHALL BE THE SAME AS THE T.O.C. OF CORRESPONDING EXISTING FOOTINGS WHICH ARE NOTED WITH THE SAME REFERENCE ELEVATIONS REF. 4. ALL EXPOSED EDGES AND CORNERS OF CONCRETE SHALL BE CHAMFERED ? INCH OR TOOLED. EL."X i"..."XN". 5. FLAT CONCRETE SURFACES SHALL BE STEEL TROWELLED, 7. SEPARATE FOUNDATIONS FOR CONTINUOUS STRUCTURE MUST HAVE THE SAME TOP OF CONCRETE ELEVATIONS. 8. ALL PIER FOUNDATIONS SHALL BE PLACED IN ONE CONTINUOUS POUR. SQUARE CAP OF PIERS SHALL START 6" BELOW GRADE. E. REINFORCING STEEL 9. CONSTRUCTOR SHALL VERIFY EQUIPMENT ASSIGNMENT WITH PROJECT ENGINEER PRIOR TO 1 . ALL REINFORCING STEEL SHALL BE GRADE 60. ALL BARS SHALL CONFORM TO THE REQUIREMENTS OF PLACEMENT OF CONCRETE FOUNDATIONS. ASTM SPECIFICATION A615 AND SCE SPECIFICATION E4801 . O 10. ANCHOR BOLTS, STRUCTURAL MEMBERS, REINFORCEMENT, FOUNDATIONS FORMS AND INSERTS 2. ALL SPIRAL REINFORCEMENT SHALL HAVE 1 -0 EXTRA TURNS AT EACH END. D SHALL BE CHECKED AND APPROVED BY SCE BEFORE CONCRETE IS PLACED. 3. AT THE TIME CONCRETE IS PLACED, STEEL REINFORCEMENT SHALL BE FREE FROM LOOSE FLAKY RUST, m 11 . ALL ASTM A307 ANCHOR BOLTS SHALL BE MANUFACTURED USING ASTM A36 STEEL. OIL, OR OTHER COATINGS. D 12. DIMENSION TOLERANCE BETWEEN CENTER LINES OF ANCHOR BOLT GROUPS FOR A COMMON 4. WELDING OF REINFORCING STEEL IS NOT PERMITTED WITHOUT PRIOR WRITTEN PERMISSION OF THE ENGINEER. STRUCTURE SHALL BE ? INCH. WHEN THE ENGINEER PERMITS WELDING, IT SHALL BE IN ACCORDANCE WITH AWS D1 .4. 13. T&D ENGINEERING SHALL BE NOTIFIED IMMEDIATELY BY THE CONSTRUCTOR IF, IN THE COURSE OF 5. LONGITUDINAL REINFORCING STEEL SHALL BE CONTINUOUS. LAP SPLICES REQUIRE PRIOR WRITTEN APPROVAL 0 DRILLING HOLES FOR CAST-IN PLACE PIERS, OBSTRUCTIONS OR OTHER UNFAVORABLE CONDITIONS OF THE ENGINEER OR SHALL BE AS SHOWN ON THE APPROVED DRAWINGS. ARE ENCOUNTERED. SHORING OR CASING SHALL BE PROVIDED AS REQUIRED TO PREVENT SOIL CAVING. 14. UNIDENTIFIED UTILITIES OR DUCTS ENCOUNTERED DURING CONSTRUCTION SHALL BE REROUTED O OUTSIDE THE PROJECT AREA. 15. WEED KILLER SHALL BE APPLIED IN ACCORDANCE WITH SCE SPECIFICATION E480 i . F. CONDUIT 1 . UNDERGROUND CONDUITS SHALL BE INSTALLED AFTER FOUNDATIONS ARE PLACED UNLESS THEY ARE , ENCASED IN THE FOUNDATION. n rr, B. GRADING AND COMPACTION G . SPILL PREVENTION CONTROL AND COUNTERMEASURES SPCC 1 . PROVIDE A 4" VALVE WITH 4" DIAMETER 40 PVC PIPE. CUT PIPE TO FIT. 0 1 . COMPACTION AND CUT WORK SHALL BE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. THE VALVE SHALL REMAIN CLOSED UNDER NORMAL CONDITIONS AND SHALL BE MANUALLY OPENED m 2. THE UPPER 12" OF THE FINISHED GRADE SURFACE OF THE SUBSTATION PAD IN CUT AREAS AFTER STORM CONDITIONS. ACCUMULATED RUN OFF SHALL BE CERTIFIED FREE OF OIL OR SHALL BE COMPACTED TO A MINIMUM OF 90% OF THE MAXIMUM DRY DENSITY AS DETERMINED OIL SHEEN PRIOR TO OPENING THE VALVE. BY ASTM D1557. THE MOISTURE CONTENT Or THE SOILS AT THE TIME OF COMPACTIOlKi l SEE THE JOB DRAWING FOR LOCATION AND QUANTITY. SHALL BE WITHIN 2% OF THE OPTIMUM MOISTURE CONTENT. 2. ASPHALT-CONCRETE DIKE: 3. ALL MATERIALS TO BE USED AS FILL NEEDS TO BE APPROVED BY THE SOILS ENGINEER AND A. ASPHALT-CONCRETE SHALL BE TYPE "B" PLANT MIX, USING MEDIUM GRADE AGGREGATE C� MUST BE FREE FROM ORGANIC MATTER AND OTHER DELETERIOUS MATERIALS. AS DESCRIBED IN CALTRANS, SECTION 39.T B. BINDER SHALL BE STEAM REFINED ASPHALT AR4000, OR AR8000 IN DESERT REGIONS, 4. ALL FILL OR BACKF ILL PLACED AT THE SITE SHALL BE SPREAD IN LOOSE LIFTS OF 8 INCHES OR AS DESCRIBED IN CALTRANS, SECTION 92. LESS AND COMPACTED TO A MINIMUM OF 90% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D1557. C. ASPHALT-CONCRETE DIKE SHALL NOT BE PLACED WHEN UNDERLYING GROUND SURFACE THE MOISTURE CONTENT OF THE SOILS AT THE TIME OF COMPACTION SHALL BE WITHIN 2% OF THE IS WET. L� OPTIMUM MOISTURE CONTENT. D. THE MINIMUM ACCEPTABLE HEIGHT OF THE ASPHALT-CONCRETE DIKE SHALL BE AS O-) 5. ROCK OR SIMILAR IRREDUCIBLE MATERIALS GREATER THAN 6 INCHES SHALL NOT BE BURIED SPECIFIED ON THE JOB DRAWINGS. I OR PLACED IN FILLS UNLESS APPROVED BY THE SOILS ENGINEER. 3. LOCATION OF BERMS MAY BE ADJUSTED TO CLEAR EXISTING OBSTRUCTIONS. CD 6. ALL SURFACES TO RECEIVE FILL SHALL BE SCARIFIED TO A MINIMUM DEPTH OF 6". THE O SCARIFIED SOIL SHALL BE BROUGHT TO A MINIMUM COMPACTION OF 90% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D1557. THE MOISTURE CONTENT OF THE SOIL AT THE TIME NOTES I OF COMPACTION SHALL BE WITHIN 2% OF THE OPTIMUM MOISTURE CONTENT. 1 . THIS DRAWING SUPERSEDES ECS 56-00-00, S2, 0 AND ECS 56-00-00, S3. DRAWING NOT TO SCALE < CD CD cn� SUBSTATION GENERAL NOTES� ECS, 56 - 00 - 00 SHEET S1 REVISION 6 ECS560000S1.DWG 158' 49' 4" 43 4" 25'-6" 52' 52' 28'-6" 2' 10'-6" 10' 10' 10' 2' 41 '-4" 2' Li GRADE GRADE GRADE A ELEVATION - SOUTH WALL Q ELEVATION - EAST WALL C ELEVATION - NORTH WALL SCALE: 1 "=10' SCALE: 1 "=10' SCALE: 1 "=10' 39'-4" 114' 8" 88 8' TOP OF CONCRETE 14' 14' 6'-6" 27)-61) 2' 6'-6" 5'-10' 15'-8" 18)-621 6)-6 12'-2" 14' 14' 14' 14' 14' 6'-6" - - _ "�L GRADE GRADE GRADE GRADE N r- D ELEVATION - EAST WALL OE ELEVATION - NORTH WALLF ELEVATION - WEST WALL SCALE: 1 "=10' SCALE: 1 "=10' "_ SCALE. 1 "=10' NORTH WALL E IF D J J C J J Q 6" RAIL Q MOULDING 2' MITERED 12" SPLASH CURB JOINT (TYP.) F (~f) BEVELED SIDE UP cD AND FACING OUT 6" SQ. Q TILE MY >W W DESCRIPTION OF REVISION DATE Ra+ n B j { + t { GRADE N CITY OF RANCHO CUCAMONGA 4 fa EXTERIOR FINISH DETAIL PLAN 6„ 12" Q SPLASH SUBSTATION 12KV BUTT JOINT CURB 0 ESS A I APPROVED BY: USE FOR STEP DOWN z � � DATE: — J. REVERSE FOR STEP UP t�,3\��,�►� CITY ENGINEER RCE 32953 SOUTH WALL _ N DEM _r N t r a t REDOMMEMDED o No. 24953 CSB W _ CITY OF RANCHO CUiC�4MONGA ac Ex - ,1-3,-05 w 0500 C V_ EN1ER DRWE D MNRI WITH OVERLAP DETAIL OF 6 � * RANCHO CUCAMONGA CA 91730 sir PLAN VIEW �, crv�r. �� SQ. TILE AT BUILDING CORNERS JOINT DETAIL (TYP.) , CSB da �f SCALE: 1 "=20' OF (AND NTS "_ " OF � ME No °'""'rm ) SCALE. 1 4 JD �,� ME NO C;�d TOPO SURVEY BENCHMARK: DESCRIPTION: TOP OF CURB AT SOUTH B.C.R. (ON ROCHESTER) AT THE SOUTH CURB RETURN OF THE SOUTHERLY ENTRANCE DRIVE TO THE EXPANDED PARKING LOT PER DRAWING No. 1502. PROJECT SHEET 5 OF 38. ELEVATION: 1181.01 I I I N SCALE: W 1 e--20i a Gly 8 April 17, 2003 0 0 I00 M b `. W �_ M.H.SD I 1B1 O C�Bench X 0 U I m m ---- �1'3 I � E I . Tf ffi Traffic Bollard I I N N 11 N �181 N o c Ili � N 89'46'15" E 4.00' ) I -I- -\ I - I� ----- - — 11 1 -- N 89'46'15" E 399.53' SD 1 I N N ,,8� v c . I . ;, � V 6� — �' --�>> 2 BollardV *_ ' Y� � Y-y a Ir-f i) k-- — r —J I Ili rrr\ I �y . — :' x I I 1 a > - .. .. _ -:. 9 „_.. _. , IJ r 1�7 -< _ _,._ r _:..f _ - - s L [ 7 - o 9.87 9.94 '1. ' o ,' fi M - - - , s _ _. , _ .-_. . I'll - . : . m --• „ . . _ _. .,.-,... ., _ _ _...,._.,, ....-_ - - 'N"'A I .. :-; - B- �.5 t _, ===- .-�- _ _ hone , , ; , <; < :.�. C� 0 - <' o -_ -� Booth _ r -: LJ ,: : - t0 - <,. <hr�— - - , I � '- -� I I��-'�-'I-�'_'��",�]- ���- � -._, �- � -'411-r-*I�a�"�- ' - `,, - __ _ ., - - -- - _,. _ - _. - ._ -._ .: ._ -- -_ - _ - _ _ '- - _.. „ _.... -. ... i .. _. c t .- ,t t „ ; -,. 1 .3 '� • s r ' v .. IA ..,.....,:, :.: ,.... .. ,-... _ _ LZI- - - - - - - = - ♦f - i - - !118 �\ I -� f: iP ^. tN r} F _ _ „ r .,< '.. - a. si:: t 2 X - -" •• " I .. _ ,., ._ C�t�' ., . , .: ,._. .1i�I _- ,, - - ._ -._.,,._ - r. , _ - ,:_, - ... 'tea _ -.: _ :"' "" _ .- :- - f _ , - <. _ _ r r^ „ _., " — �/ L , < ,<`- :, 1 iEm ;•_ _ , 1. <. a - ` ' . Bollard Bollard= : ` - < - r. - - " >' :: f� Rf4 O O - - - - - - - - - - - , z. <<. - -.-...._ _...-:. :a. - - _ : �` , 11 .. _ - ,_ 11 , . - ,. ;: , 36 18 VAR1 ES _ _ _..: r -_ , F+1 _ _. ._ , ,.. - ,. M.H. _ - �'. _ ,- ' _ __.. - ::-:_ _, , .. _ - Datta rd : ., _ _ , a <: Air Vac.{ _.�.� - - , n--- - ,, ,>.-. n - , - , ,: , • t ' I.C.V. a CV --�- -1f.E7R' 11 . BN I _ N ----- - 1 X!#1 1-/--, — to _ - - _ - . S C E. -V I �. -_ — — � N 89'46'15" E 931.58' o, o g A, rrf DESCRIPTION OF REVISION DATE �AMO VIM CITY OF RANCHO CUCAMONGA Rancho Cucamonga Adult Sports Park Expanded Parking Lot Topographic Survey DESIGN - RECOMMENDED , T'-�i - . i Dan Guerra DRAWN & ,ASSOCICAfeS SHEET DGA 1 OF 1 CHECKED 10271-B TRADEMARK STREET DRAWING No. RANCHO CUCAMONGA CALF ORVIA 91730 PH(909)987-4306 FAX(909)941-1528 PROJECT BENCHMARK: DESCRIPTION: TOP OF CURB AT SOUTH B.C.R. (ON ROCHESTER) AT THE SOUTH CURB RETURN OF THE SOUTHERLY ENTRANCE DRIVE TO THE EXPANDED PARKING LOT PER DRAWING No, 1502, PROJECT SHEET 5 OF 38. ELEVATION: 1181.01 I I I N SCALE: W 1"=20' 8 go n April 17, 2003 I M c Revised: June 12, 2003 r_, W 1w 1. `SD Fif 1 z o 181 m Bench — — L U C O I I� If TE�tfi x9 1 . 1 7771— — � — - ------ - �Traffic a Bollard - — — — — — — - —I K N N ��$' N b O I (I V C N 89'46'15" E 4.00' . I I f i - ��� — — — — I I � N 89'46'15" E 399.53' u 80 I � i N I m ,, N I � oo s� o -I I W � I 0 u 3 1 Cr � I d �" I> 2 "'Bollard _ U �_� I ZZZ --7t- �- - FI Y� � I-� A IFY 1 C �� –o– o—z�� o- a���a 9 1 . ' ' I IC ;7-1 11 .11, I . - --, : -,-, 1. I. . - =-.- - �-- - �'l I . . J I it C - '�' - - �: � ��' ' �i I I . . I I� "'­ ; - � w-y�� 1-1p, I ��1. � 1� -7 Im -ft-T" 10== , I wPEww--: ,- -..�. -- .v11­ 'v;- 11 -� .' I 1. � -1,I - -,. I I I ". �;�fl�.�---''_""�"�� -- ------.� . I ,� ' , -' �.� - - ., fpp� �-�+ �. .> , � , -, I I � � � - � � »,- .;, 9 _.. „ „ u R .. +' I IN (y ..tom � -_ _ - t11 { t 9.94 4iW 0A 0 1. 9.87 :# '. n 0 a : -, . M 5 _ „ _. , mc 0 o _. :„> >. , _,. - �. % _ - - _. -._-, --.._. -._ .. %- -'P , A IC ..�`4 13- _ .-_ o _ _ _ _ _ _ _ _ _ _ _ - - - _ - — ch , 2', _ - J ' . -.-. ";: .......:.. ....:....: .....:._.,,_ ,.._ .� -.,,.,.....,._..:h..-. :.. ..ems..+,.........,•. -. - , ao _ Cl n A Booth ty � `i Traff' C] ,:. u ' 7n _ r. tG - - - - -w — -.-, ,. -._O ., - - - - n - Be ch os — o - - .� — F a. s (7 - rw eg'.ri.•.n► �` a�kc. �0 : -Tv T — �c < . r ffl a c au _ _ 'i _ -` - - LJ _.. , W : .. _ .,� : u .r s 1 .3 Vault - _ - , _, -. . S.C.E. au .- . - r _ _ . r _ ao - 1 8 Q = rt � - b Y W C) Lll-1 " _. ,_ r „ _ ,, CD , . .. ..._ _.._ _- Z ""'' I o ' 1 :r; <; �. _ 1' 1 r 7` } _ . r._;. 1. sr C/ L ,.. :� .'-..G': ..rs-.. - - - i <*,, a ,, _ ,`, _., :. _ a d II _ Boll Bo and=` :. fi'!' . - r _ 1 / �� f - - _-'. r- Cy .f e. .-. .- ,. - - _ - _ c ,.... _ ..,: ,.. _ .,.. h.,,. , - ,. :." , .- , ,. .. .. - ... - :�: -i-_ , S n r.. - 1 /r.i� .. - _._:: F --. .-s --_ _ - _ 0 h 04 w _ st , � . r j 36 V - _ . 18 VARIES =,: - - - _ _,..,4 _ - - _ ,.: _ ___ 11 - _. .". . , ,_, . . ._ , .:, .� M.H. 94U . -. - --. _. . _ C- I _ _ " , r :.. . , ..: _ _I, / � L j . I I I � . "�"" —:: �,'f"�'�,�% �1,'� ��& „ - ' '' .�.. k' .,. 1 , _ _ - - - - -+� "S H r ,,,r s Air Vac. - �aita d T- _ tea. 'B of I.C.V.#� I - _ _ _ '1 A+� _ - `. L2 NLJLj I.C.V. . ,I� tea- ..-1 I S.C.E. to � I ,T — -{2 }— — — — — — }-- — — — - - rn N 89'46'15" E 931.58' o, o Ct� SOUTH UNE OF N 1/2 OF LOT 108 11 I DESCRIPTION OF REVISION DATE , oyID I CITY OF RANCHO CUCAMONGA 12- ___ ' ( Rancho Cucamonga Adult Sports Park I-fi I I Expanded Parking Lot LEGAL DESCRIPTION j.,,. PORTION OF THE N Y2 OF LOT 108 OF THE MAP OF ROCHESTER PER TOpO�'ap111C Survey PLAT RECORDED IN BOOK 9 PAGE 20 OF MAPS, AND A PORTION OF THE EAST 60 FEET OF ORANGE AVE. (ROCHESTER AVE.) VACATED PER BOOK 1177 PAGE 320-321, OFFICIAL RECORDS, RECORDS OF THE COUNTY RECORDER OF THE COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA. DESIGN RECOMMENDED Dan Gt4erra DRAWN _ C7C ,�A$$OG�Q�e$ SHEET DGA -" 1 OF 1 CHECKED 10271-B TRADEMARK STREET DRAWING No..CUCAMONGA CAL306 CALIFORNIA 91730 ��! PH(909)987FAX(909)941-1 528 N 89°46 15 E 399.53' DESCRIPTION: TOP OF CURB AT SOUTH B.C.R. (ON ROCHESTER) AT THE SOUTH CURB RETURN OF THE SOUTHERLY ENTRANCE DRIVE TO THE EXPANDED PARKING LOT PER DRAWING No. 1502, PROJECT SHEET 5 OF 38. ELEVATION: 1181.01 ° Bollard O U F = a - V O -0L_ F— r O O mo L � O Bench 0 S.C.E. ❑ co Phone 108 ❑ Q Traf f' F-1 Booth —� s ,r SLATTU GATE ❑ 3. Bench — — O� O DRIVEWAY 7' n 6" 3/4" ROAD BASE < Traffic au `D o W W SCE METW HOUSE BYY SCE X12'x^ MAN HOLE E I 6'-10"' 2'-6" THRU K.O. IN WALL - SCE TO DE7ER&#NE MATH 12" NECK AND S.C.E. V a U(� ❑ SIZE HOLE AND PAD 16' 30'-8" 30~ UO ❑ NEEDED. CONFORM A SIDE 1AN ,,. 1 B SIDE �q 10 16" BLOCJf MAN HOLE HOLE I 00 �O C7 39'-<" < ,2-,0" 101 101 0 1 �1 Ir 20' L 7'-8" 3K2 6" DUCT BANK 2' 7' /6 COMM TIP AT -36" PULLAOX 7'-8" Z _ Z D26'-8 3' 60'-2" SCE EQUIPMENT, SCE � " 6'- -8" AND DIMENSION WMTHM SM WALLS -� /-10' 14' 12' 8' 11' I - o HOUSEKEEPING f 29' PAD 4" ALL SUB CENTER UNE 3' AROUND 80' - - - - - 3'-4" 10" lo • 7'-2" a Wx l� 7' 4' 8'-5" PULL XFMR ^ AND XF CTl YS 19'-7.. ♦ I XF rr - 1 _� 'o 20'-20'-4" -- 12'- 4' GRATE 3' I CPT & PT �� MAIN 'MA' 3'-4" AAT'TERY 3 l0'-5" j I ! L_ � CKT to & 2 z 12' 8L i 26' i - 3 4 11' CKT 3a 49'-4" 10 8' TIE 33' lo 1 '. t -4 '- " 39'-4" =I 7.12'" m 4• XFMR * P f CKT 3b Ac 15'-8" ` 11 '03 i LL -♦ I XF • �k F- CKT 1b 4' e'-5 GRA3i • TE ' I I 8' 6'-6" MAIN 'MB' 6• 6" k 3'-4" 10'-10" 8' CPT do PT - PULL SECTI Tom" 3-8 �` - IL 5 I AND XF RELYS P13 10. TYP -� l� �p 5'-4 -� 5'-4" 2'-8" SBL' 2'- 11) 79'-8" 55' 23'-4" 54 - - .. __... - — -- - -_ - -- 134'-8" - - EDGE OF CUM - -_--J I.C.V. 1633 N 89046' 15" E 931 .5 ' I SITE ELECTRICAL PLAN DESCRIPTION OF REVISION DATE APPCITY ROVED [ CITY OF RANCHO CUCAMONGA New l 2K V Substation Site Electrical Plan Topographic Survey In the City of Rancho Cucamonga JLtN, r'.t. �H. ttts� 'j- Ub APPROVED $5: DATE LEGAL DESCRIPTIONQ0WF JOE PREVENDAR, P.E. CA. EE 16581 3-06 CITY ENGINEER R.C.E. No. 24953 P� � \CF J` DESIGN RECOMMENDED 4049 N. FRESNO ST. s PORTION OF THE N I OF LOT 108 OF THE MAP OF ROCHESTER PER DAT E. SFRESNO, CA 93726 --GR4 an GuerraPLAT RECORDED IN BOOK 9 PAGE 20 OF MAPS, ANDA PORTION OF JOB CRC-03-001 - �,Nc. � (559) 221-7230 # DRAWN I QQSHEET THE EAST 60 FEET OF ORANGE AVE. (ROCHESTER AVE.) VACATED PERE & Associcife-s BOOK 1177 PAGE 320-321, OFFICIAL RECORDS, RECORDS OF THE Professional and Consulting FAX: 221-0507 PLTSCALE: 1 = 128 (�� CRT E-2 OF X COUNTY RECORDER OF THE COUNTY OF SAN BERNARDINO, STATE OF C�ctr>cati F"g'I'm`�g gory@epsfresno.com DWG. #: CRC001 -SP-E2 102 -B TRADEMARK STREET joe(gepsfresno.com CHECKED RANCHO CUCAMONGA, CALIFORNIA 91730 DRAWING No. CALIFORNIA, DSGN BY: GRO DRWN BY: CRT CITY Poi (909) 987-4306 FAX (909) 941-1528 CRC001 -SP �o4 l HIGH VOLTAGE CONNECTONS PxUJ EC:'1' r3L;N C:HMAI�h: STEEL FOR TUBE BUS USE STRUCTURE AUR-30-5-B 1) ALL HIGH VOLTAGE TERMINATIONS ARE DESCRIPTION: TOP OF CURB AT SOUTH B.C.R. ( ROCHESTER AT THE SOUTH CURB RETURN OF THE " ANDERSON NUMBERS, NO SUBSTITUTIONS. USE SOUTHERLY ENTRANCE DRIVE TO THE EXPANDED PARKING TYPICAL pT 4881-METALIC CONNECTION PLATES BETWEEN AL AND LOT PER DRAWING No. 1502, PROJECT SHEET 5 OF 38. 6" SA-44- CU FITTINGS. CONTRACTOR TO USE ALL FOUR HOLE 5-82-9 BOLTED LUGS. ELEVATION: 1181.01 FINISH GRADE 2) USE VERSA-SEAL JOINT COMPOUND ON ALL 6 4-5/8-11 TERMiNA TIONS. 2'_6" BOLTS ANDL LAPP # 315287-70 WASHERS D7 =5' BOLT CIRCLE, 9/16" 3) ALL BOLTS, WASHERS, AND NUTS ARE 3'-2" 4-5/8"-11 BOLTS W/ STAINLESS STEEL CONTRACTOR TO IDENTIFY IN SHOP 1" GALV. EYE BOLT WASHERS W/ MIN. DRAWINGS. UNLESS FURNISHED AS AN INTEGRAL 2'-6.. (4) 1/2"-13NC-2 BOLTS AND # YCC-30-90 THRU STRUCTURE WITH PENETRATION OF 11 16" PART OF A TERMINATOR. WASHERS EACH 2 PAIR VERTICAL 3 j WIRE CIRCUITS TO K-UNE KL69HC1T116 DOUBLE NUT/WASHER -�" 1'-6 6" D7 D7 15KV, 110BIL STATION BUS INTERSET POLE IN LINE DEAD END INSULATOR ON EACH SIDE, CENTER UNLUBRICATE4) THE FOLL0IMNG ARE TOROUS VALUES FOR DBOILTS IN INSULATOR W/ UNDER-HUNG NTH EXISTING SCE TONGUE TYPE T ON OF EYE TO STEEL = U.G. BARRIER WALL 66KV INSULATOR 5/8" - 600, AND 3/4" t88 BCH - 1/2" = 480, 6" SO STEEL (6) #BVXA-50-5-3-T-B W/ 66KV TRANSMISSION BOTH ENDS - 90KN 3.5' LINE ON STREET 410T TO SCALE 55081E UNLESS :STHER WISE NOTED (3) 1/4"x5" COPPER BARS � 'SD-70-C ECA-06 —�.� � + 30'-0" 3'-75 " 250MCM AL (12) #SWH-080-C BA-44-5-$2(B) CONTRACTOR TP FURNISH PROPER PERCM SOOMCM BARE CU ANDERSEN FOR TRANSFORMER STUDS I/ 12 TYPE DS ON HIGH SIRE, TYPE D2S ON 9.. 7" SEC STRUCTURE AREA 250MCM AL 70 SCE # ARE ANDERSON AND + 24'-0" SECONDARY SIDE, PROPER TYPE ON LA'S. (12) DSC-(PER G&W STUB TYPICAL FOR 130TH 55081E +143" 12.47KV ((6) SWH- SIZE)-500MCM CU INSULATORS + 18'-3' 100-D LAPP 315287-70 +177•• �fASTC-307 (12) G&W PATR POTHEAD FOR 3" SCH40 AL 3-55DBIL XLP 2-1000MCM 500MCM CU W/ #65071-258A 13 -10" +166" CU = 00% MV-9BRACKET 0 CUOOSH SHIELDED 30 BLOCK 250MCM AL #4/0 CU 15KV CABLE CROSS BOND TO PAD (4) 1/2" GALVANIZED BOLTS END WITH LOCK WASHERS AND FENCE 21" 23" +10' 12KV SWTCH HOU 3" AL TUBE, SCH 40 NUTS, 3-SETS WALL 3' DOOR 12' GATE 45.75" 412' 8' CEMENT 8' CEMENT 8' CEMENT BATTERY 3' DOOR BLOCK WALL W/ BLOCK WALL W/ OF 0 0 1BLOCK W� W/ RACK 1 12KV p #HSTF-30-C-8 BARBED WIRE BARBED WARE ROCK BARBED WIRE SWITCHGEAR � 5' I I I ! # ACF-7-c-e CROSS SECTION — 12KV TERMINATION O O 6'-6' 9' 6" NOT TO SCALE SOM M AL 2 C SLOPE TUBEBARE 14'-4" 26' 2' 12' 1014' 11 -- 23'-4' S'3'_4" 6" DOWN 1/416'-49'-210' 10" 6' �' 20'-4" � � 2'-4" � � � � �3'-4'� 3 � 3 �3'-4 ,�-- 13' TYP --- �' ,+� 6' TYP 66KV TUBE FITTINGS fGALVANIZED — +20' 79'-8.. STEEL SCE 80' X 79'-4" AREA 55' 134'-8" W.P. STUFFING TUBE ON CONDUITS & GND CLAMPS #GC-111-14C SUBSTATION ELEVATION PLAN SCALE. 1/8' = f-J ' (2) 6" RSC I (4) 11/16" EACH SIDE ROUND HOLES #4/0 BARE CU +6' CONTRACTOR TO CONTINUOUS �—3' a' a' 3'—� FURNISH TO TOWER UP GROUND WIRE ASSEMBLER OR SEE DRILL ONE EACH SIDE Wj 15" DRILL IN FIELD PLAN FROM CENTER LINE, SEE 45D 45D THIS SHEET FOR DETAIL DRILL PATTERN `D3' 1I (1 EA) VL44D-61D-H-Y90 8 1/4" GND PADS BOLTED TO TOWER 3-1 1/8" DRILLED HOLES BOLT THRU BOTH SIDES II , , II ® ® ® CIRCLE 12KV TOWER LJ iI NOT TO SCALE WITH 1" GALVANIZED EYE BOLT II II I f (1) 9/16" HOLE W/ 1 WASHERED AND NUTTED BOTH f CABLE ON A SIDES IIII 3'-4'• 3' 3' 3'-4" LUG #TLS-62-L ® oDO DRILL PATTERN `D1 ' II II II EACH SIDE EACH SIDE EACH SIDE II DRILL PATTERN `D5' li/16" UP � RO ROUND IIII HOLES 45D 45D NOTES. II I ( L I (2) 9/16" HOLES W/ 1) ELECTRICAL CONTRACTOR TO COORDINATE DRILLING WITH TOWER ASSEMBLER OR GROUND FOP. SHIELDS DRILL IN FIELD. AND POTHEADS ALL 17 1 CABLE IN EACH 5" BOLT IRCtE UN O ® �++ SIX RISERS (TYPICAL) BRONZE TAP LUG 2) RELATE ALL DRILLED HOLES WITH APPROPRIATE ANDERSEN BRONZE CONNECTOR I( UNDER UNDER UNDER I I `4 ��• O 0 #TLD-42-L INSTALL CONNECTOR AND GROUND WIRE AS SHOWN. ALL SECURING BLOTS ARE SIDE OF SIDE OF SIDE OF IIMEMBER MEMBER MEMBER II4 I( 2,. STAINLESS STEEL. I !{{ 30'-0" 1 e i e ► 3) SEE C1V1L ENGINEER DRAWINGS FOR EXACT MEASUREMENTS OF TOWERS.LI II GROUND (4) 6" RSC �� ll DRILL PATTERN D6 DRILL PATTERN D7 � I RISERS W/ U-CEA 4� I 24'-0- 4(4) u-soLr (4) 9/16" HOLES II II CLAMP FOR 1 3/4" II 6" PIPE J, TOP OF BEAM 18-3.• � 2 EACH O rOWITH 4 CABLE BRONZE I O DI TERMINAL D ' 3/a" #VL44D-61D-H-Y90 3"LOOPS ON STRUCTURE /a (4) 9/16" HOLES 12" 13O WITH (4) O �0 0 II II LEI I4� (1 EA) VL44D-61D-H-'Y90 3' TYP 3' TYP ODRILL PATTERN `D8' ODRILL PATTERN `D9' CITY DESCRIPTION OF REVISION DATE APPROVED IGND PADS BOLTED TO TOWER I ITl' (4) 6' RSC !I � RISERS CITY OF RANCHO CUCAMONGA 4'-3" 4'-3- New 12KV Substation 3' 3' j I! (1 EA) VL44D-610—H-1'90 �I DRILL PATERNS G^!0 PADS BOLTED TO TOWER ' nv7 TO A�L Substation Elevation & Details 3' 3 250MCM CAD WELDED TO REBAR #250MCM AND TO GRID I Topographic Survey 250MCM CAD WELDED TO REBAR #250MCM AND TO GRID In the City of Rancho Cucamonga t GARY R. uLSEN, P.E. �A. EE 828: 9-06 APPROVED BY: DATE LEGAL DESCRIPTION R 0 lfF', JOE PREVENDAR, P.E. CA. EE 16581 3-06 CITY ENGINEER R.C.E. No. 24953 S� 4049 N. FRESNO' ST. DESIGN — — — — RECOMMENDED PORTION OF THE N I OF LOT 108 OF THE MAP OF ROCHESTER PER P. DAZE. 06/18/03 FRESNO CA 93726 GRO Dah G14eNMG1 PLAT RECORDED IN BOOK 9 PAGE 20 OF MAPS, AND A PORTION OF JOB CRC-03-001 THE EAST 60 FEET OF ORANGE AVE. (ROCHESTER AVE.) VACATED PER W IS�C. (559} 221—7230 # - DRAWN & �SSOG1G1fP�S SHEET Protessiond and Consuftin FAX: 221-0507 PLTSCALE. 1 96 (L) BOOK 1177 PAGE 320-321, OFFICIAL RECORDS, RECORDS OF THE E�ct IT-gir iq 9 EE CRT E-2 OF X COUNTY RECORDER OF THE COUNTY OF SAN BERNARDINO, STATE OF garyC�epsfresno.com DWG. #: CRCGGI —ELEV CHECKED 10271 -B TRADEMARK STRELT �� joeOepsfresno.com RANCHO CUCAMONGA, CALIFORNIA 91730 DRAWING No. CALIFOR�.lA. DSGN BY: GRO DRWN BY: CRT CITY PH (909) 987-4306 FAX (909) 941-1528 K001 -ELEV o2D&/ C-*"[ Y OF RANC__H0 C_'UCAM_ 0NGA < NEW 12KV SUBSTATION PROJECT LOCATION RANCHO CUCAMONGA FIL1171ooo �. �ooC30tz]C „ --Ir- GENERAL ELECTRICAL NOTES: ABBREVIATIONS: zO�� Uo J 1) GENERAL: THE FOREGOING GENERAL NOTES AND MECHANICAL NOTES SHALL APPLY TO ALL 16) DEMOLITION: DISCONNECT AND REMOVE ALL DEVICES, CONDUIT AND WIRE NOT BEING REUSED A = AMBER, AMPERE MTG = MOUNTING n �� WORK HEREUNDER. WITHIN REMODEL AREAS. DETERMINE FROM OWNER EQUIPMENT TO BE SALVAGED. REMOVE ALL AC = ALTERNATING CURRENT MTS = MOTOR IL- QQ1D OTHER FROM SITE. SEAL ALL UNUSED FLOOR PENETRATIONS WITH APPROVED FIRE RATED A.C. = ASPHALT CONCRETE MBS = MANUAL BUS TRANSFER SWITCH 0� � ACB = AIR CIRCUIT BREAKER MVA = MEGAVOLT AMPERE 2) SCOPE: THE CONTRACTOR SHALL FURNISH AND INSTALL A COMPLETE WORKING ELECTRICAL ABANDONMENT PLUG. RECIRCUIT AS REQUIRED TO LEAVE AREAS ADJACENT TO REMODEL IN a�❑r���+osoo SYSTEM AS SHOWN ON THE DRAWINGS. IT SHALL, AT PROJECT COMPLETION AND BEFORE FINAL SERVICE. AL = ALUMINUM U ACCEPTANCE, BE DEMONSTRATED TO HAVE A COMPLETE AND WORKING FUNCTIONAL OPERATION. AM = AMMETER (N) = NEW 17) EXPOSURE TO WEATHER: ALL ELECTRICAL DEVICES AND EQUIPMENT INSTALLED IN EXPOSED AS = AMMETER SWITCH N = NEUTRAL 3) CODE COMPLIANCE: ALL WORK AND MATERIALS SHALL COMPLY WITH THE CALIFORNIA LOCATIONS SHALL BE PROTECTED BY SUITABLE NEMA 3R ENCLOSURES, CAST STEEL BOXES WITH ABT = AUTOMATIC BUS TRANSFER SWITCH NC = NORMALLY-CLOSED Ll I ELECTRICAL CODE, (CEC); CALIFORNIA CODE OF REGULATIONS, (CCR); OSHA; AND ALL OTHER LAWS, GASKETED STEEL COVERS, OR OTHER ENGINEER APPROVED METHODS. ALL FERROUS METAL AVR = AUTOMATIC VOLTAGE REGULATOR NO = NORMALLY-OPEN AWG = AMERICAN WIRE GAUGE NEC = NATIONAL ELECTRICAL CODE PORTIONS OF ELECTRICAL WORK EXPOSED TO WEATHER INCLUDING CONDUITS, CLAMPS, SUPPORTS, ORDINANCES AND REGULATIONS HAVING JURISDICTION ON THIS WORK. NEG = NEGATIVE ETC. SHALL BE HOT-DIP GALVANIZED. BATT = BATTERY NIC = NOT IN CONTRACT 4) UL APPROVAL: ALL MATERIAL AND EQUIPMENT WITHIN THE SCOPE OF THE UL REEXAMINATION BIL = BASIC INSULATION LEVEL NOM = NOMINAL SERVICE SHALL BE APPROVED BY THE UNDERWRITERS LABORATORIES FOR THE PURPOSE FOR WHICH 18) DISCONNECTS: MOTOR AND CIRCUIT DISCONNECTS SHALL HAVE AN UL LABEL. DISCONNECT BKR = BREAKER NOR = NORMAL THEY ARE USED AND SHALL BEAR THEIR LABEL. SNATCHES SHALL BE SUITABLE FOR AREA WHERE THEY ARE INSTALLED, I.E., WEATHERPROOF, AND NTS = NOT TO SCALE SHALL BE RATED HEAVY DUTY. USE ONLY 600 VOLT CLASS WITH PROPER NUMBER OF POLES. C = CONDUIT, UNDER 600V 5) SUBMITTALS: SUBMIT MANUFACTURER'S DATA FOR LIGHTING FIXTURES, DEVICES, PANELBOARDS, SWITCHES SHALL BE FUSED UNLESS INDICATED ON PLANS. FUSES SHALL BE DUAL ELEMENT TIME CAP = CAPACITOR OC = OVERCURRENT LOCATION MAP SIGNAL SYSTEM EQUIPMENT, ETC, TO BE USED ON THE PROJECT. SUBMIT 7 COPIES FOR DELAY UL CLASS RK5, OR PER EQUIPMENT MANUFACTURER'S REQUIREMENTS. PROVIDE ALL CKT = CIRCUIT OCB = OIL CIRCUIT BREAKER APPROVAL. DISCONNECTS WITH AN OPERATING HANDLE WHICH IS LOCKABLE BOTH IN THE OPEN AND CLOSED CONC = CONCENTRIC OH = OVERHEAD NOT TO SCALE POSITIONS. CPT = CONTROL POWER TRANSFORMER OL = OVERLOAD ELEMENT 6) SLEEVES AND OPENINGS: PROVIDE FOR ALL SLEEVES AND OPENINGS REQUIRED BY ELECTRICAL CS = CONTROL SWITCH WORK, AND COORDINATE WITH GENERAL CONTRACTOR. ALL OPENINGS AROUND CONDUITS IN 19) PAINTING: PAINT PANELBOARD AND TERMINAL ENCLOSURES WITH TWO COATS SEMI-GLOSS CT = CURRENT TRANSFORMER P = POLE SLEEVES OR HOLES SHALL BE SEALED WITH A MATERIAL OF EQUAL FIRE RATING AS THE SURFACE ENAMEL IN COLOR MATCHING ADJACENT WALL. REFINISH MARRED OR DAMAGED FACTORY FINISHED CU = COPPER PB = PULL BOX PENETRATED. EQUIPMENT. PE = PHOTO CELL D = DUCT, CONCRETE ENCASED, OVER 600V P.E. = PHOTO CELLT ; DO ALL CUTTING NECESSARY FOR THE PROPER INSTALLATION OF THIS WORK, AND REPAIR ANY 20) PANELBOARDS: PANELBOARDS SHALL BE AIR CIRCUIT BREAKER, BOLTED TYPE, SQUARE D DC = DIRECT CURRENT PF = POWER FACTOR DAMAGE DONE. HOLES THROUGH CONCRETE SLABS OR WALLS SHALL BE CORE DRILLED WITH A #NQOD (120/208V) AND #NEHB (277/48OV), SURFACE OR FLUSH AS INDICATED. ALL 15/1 AND DISC = DISCONNECT PGE = PACIFIC GAS & ELECTRIC CS GENERAL ELECTRICAL NOTES, ABBREVIATIONS, LOCATION MAP & SHEET DIAMOND DRILL. IN NO CASE SHALL ANY CONCRETE BEAM OR COLUMN BE CUT. 20/1 CIRCUIT BREAKERS SHALL BE "SWD" RATED AND MARKED. DPDT = DOUBLE-POLE, DOUBLE-THROW PG&E = PACIFIC GAS & ELECTRIC INDEX PH = PHASE 7) RECORD DRAWINGS: THE CONTRACTOR SHALL FURNISH TO THE ENGINEER, A COMPLETE SET OF 21) EQUIPMENT CONNECTIONS: MAKE ALL CONNECTIONS OF POWER TO ALL CONTRACTOR AND (E) = EXISTING PNL = PANEL "AS CONSTRUCTED" DRAWINGS WHICH CLEARLY INDICATE ALL DEVIATIONS FROM THE BASIC OWNER FURNISHED EQUIPMENT ALONG WITH INSTALLATION OF REQUIRED DISCONNECTING MEANS. THE EA = EACH POS = POSITIVE CIVIL CIVIL DRAWING BY DAN GUERRA & ASSOCIATES CONTRACT DOCUMENTS, INCLUDING LOCATION AND DEPTH FOR ALL STUBBED CONDUITS, LOCATION CONTRACTOR SHALL MAKE ALL LINE CONNECTIONS FOR EACH MOTOR SIZED AS SHOWN ON PLANS. ELEC = ELECTRICAL PR = PAIR CIVIL 1A CIVIL DRAWING BY DAN GUERRA & ASSOCIATES WITH DIMENSIONS ADDED AND SIZE OF SPARE CONDUITS, CONDUIT ROUTING, AND CONDUCTORS. CIRCUIT NUMBERS FOR ALL CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER PHASING AND ROTATION OF ALL CONNECTED EMER = EMERGENCY PRI = PRIMARY DEVICES (NEW AND EXISTING) WITHIN THE AREA OF WORK SHALL BE VERIFIED AND INDICATED ON MOTORS. CONTRACTOR SHALL VERIFY MOTOR CHARACTERISTICS PRIOR TO INSTALLING WIRING. EXACT EPR = ETHYLENE PROPYLENE RUBBER PS = PUSHBUTTON STATION RECORD DRAWINGS. LOCATION OF MOTOR AND MOTOR CONNECTIONS SHALL BE ASCERTAINED PRIOR TO INSTALLING PT = POTENTIAL TRANSFORMER E-1 ELECTRICAL DEMOLITION PLAN CONDUITS. FA = FIRE ALARM PU = PICK-UP OR PER-UNIT 8) SEISMIC ANCHORAGE: PROVIDE COMPLETE BRACING FOR THE LATERAL AND VERTICAL SUPPORT FDN = FOUNDATION PVC = POLYVINYL CHLORIDE E-2 SUBSTATION DIMENSIONS & UNDERGROUND DETAILS OF CONDUIT AND ELECTRICAL EQUIPMENT, AND REQUIRED BY SECTION 2312 OF THE CBC. INSTALL HEATERS IN MOTOR STARTERS CORRELATED WITH FULL LOAD CURRENT OF MOTORS FM = FREQUENCY METER PWR = POWER PROVIDED. SET OVERLOAD DEVICES TO SUIT MOTORS PROVIDED. T = FEET= FUTURE E-3 SUBSTATION UNDERGROUND & BUILDING ELECTRICAL PLANS F 9) CONDUIT: ALL EXPOSED OR DAMP LOCATIONS SHALL BE GALVANIZED THICKWALL THREADED (R) = NEW RELOCATED LOCATION OF EXISTING RIGID OR INTERMEDIATE METAL CONDUIT. NO SET SCREW RIGID COUPLING OR CONNECTORS AFTER ALL WIRING TO EACH UNIT IS COMPLETE, ELECTRICAL CONTRACTOR SHALL COOPERATE WITH (RL) = EXISTING TO BE RELOCATED E-4 SUBSTATION & TOWER ELEVATIONS AND ALLOWED. INTERIOR DRY LOCATIONS ABOVE GROUND SHALL BE GALVANIZED. E.M.T. SHALL BE MECHANICAL OR ELECTRICAL CONTRACTORS IN TESTING EQUIPMENT FOR PROPER OPERATION AND G = GROUND (RM) = EXISTING TO BE REMOVED COUPLED WITH STEEL SET SCREW TYPE COUPLINGS. E.M.T. CONNECTORS SHALL BE STEEL SET SHALL CORRECT HARING AS REQUIRED FOR PROPER OPERATION. GEN GN = GENERATOR R= GALVANIZED RECIECD = EXISTING TO BE REPLACED E-5 SUBSTATION GROUNDING PLAN SCREW INSULATED THROAT TYPE. CONNECTIONS TO MECHANICAL EQUIPMENT SHALL BE FLEXIBLE = RECEPTACLE LIQUID TIGHT CONDUIT, MAXIMUM LENGTH 24", WITH PLASTIC BUSHED CONNECTIONS. UNDERGROUND 22) DESCRIPTION AND INSTALLATION OF SYSTEMS: THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC GFI = GROUND FAULT INTERRUPTER R = REQUIRED AND DO NOT NECESSARILY SHOW ALL RACEWAY, WIRING, NUMBER OR TYPES OF FITTINGS, OFFSETS, GFR = GROUND FAULT RELAY RGS = RIGID GALVANIZED STEEL LOCATIONS SHALL BE TYPE 40 HEAVY THICKWALL POLYVINYL CHLORIDE (P.V.C.) CONDUIT. NO GND = GROUND RSC = RIGID STEEL CONDUIT, THREADED EL-1 SINGLE LINE DIAGRAM & SWITCHGEAR ELEVATIONS PLASTIC CONDUIT SHALL BE INSTALLED IN SLAB FLOORS OR IN EXPOSED LOCATIONS. MINIMUM BENDS OR EXACT LOCATIONS OF ITEMS REQUIRED BY THE ELECTRICAL SYSTEMS. ITEMS NOT SHOWN WHICH ARE CLEARLY NECESSARY FOR PROPER OPERATION OR INSTALLATION OF COVER ABOVE UNDERGROUND CONDUIT SHALL BE 18", OR AS REQUIRED TO AVOID CONFLICTS WITH OR INDICATED, HR = HOUR SCE = SOUTHERN CALIFORNIA EDISON MECHANICAL PIPING. CONDUITS PENETRATING WALLS, FLOORS, OR CEILINGS IN EXPOSED SYSTEM SHOWN, SHALL BE PROVIDED AT NO INCREASE IN CONTRACT PRICE. HGR = HANGER SCH = SCHEDULE A24650OAl-2 SWITCHGEAR SHOP DRAWING BY PIONEER POWER SYSTEMS LOCATIONS SHALL BE INSTALLED WITH APPROPRIATE ESCUTCHEON PLATES. HH = HANDHOLE SEC = SECONDARY 23) 12KV: ALL 12KV FEEDERS ARE NOTED HV-FDR1 AND ARE 15KV, XLPE, TYPE MV-90, 100%, HID = HIGH INTENSITY DISCHARGE SEQ = SEQUENCE 10) DEVICES: RECEPTACLES - HUBBELL 5352. SWITCHES - HUBBELL 1221 SERIES. COLOR - COPPER, X1/0, SOLID COPPER TAPE SHIELD. S POT AFTER ALL SPLICES AND TERMINATIONS ARE HOA = HAND-OFF-AUTOMATIC SHT = SHEET MADE TO STANDARD FOR NEW INSTALLATION AS DICTATED BY IEEE. SUBMIT HI-POT RESULTS TO HP = HORSEPOWER SN = SOLID NEUTRAL IVORY FOR RECEPTACLES OR AS SELECTED BY OWNER. WALL PLATES - STAINLESS STEEL, SIERRA FROM BROOKS-RANSOM ASSOCIATES "S" SERIES; CAST METAL NTH SPRING LOADED GASKETED DOORS FOR ALL WEATHERPROOF SUPPORTS. FURNISH AND INSTALL SUPPORTS WHERE NECESSARY. WHERE CABLES PASS THRU BOX HIPS = HIGH PRESSURE SODIUM SOL = SOLENOID MAKE ONE 360 DEGREE TURN IN BOX. IDENTIFY ALL CABLES IN BOX WITH ENGRAVED PLASTIC HTR = HEATER SP = SPARE LOCATIONS. AT PROJECT COMPLETION, VERIFY CIRCUIT NUMBERS OF ALL RECEPTACLES (NEW AND TAGS. EXISTING) WITHIN THE AREA OF WORK, AND FURNISH AND INSTALL ENGRAVED PHENOLIC LABELS HV = HIGH VOLTAGE SQ = SQUARE C1.1 DEMOLITION SITE PLAN INDICATING AND IDENTIFYING PANEL AND CIRCUIT NUMBERS TO EACH RECEPTACLE. LABELS SHALL 24) TEST AND CALIBRATE 12KV MAIN OVERCURRENT RELAYS USING COMPANY ACCEPTABLE TO THE HZ = HERTZ (CYCLE) ST = SINGLE-THROW BE 5/16" HIGH, GRAY PHENOLIC PLASTIC, NTH 1 8" HIGH WHITE ENGRAVED LETTERING. APPLY STA = STATION C1.2 SITE GRADING PLAN / / ENGINEER AND METHOD PER RELAY MANUFACTURE. SETTINGS PROVIDED BY THE OWNER. SUBMIT IC = INTERRUPTING CAPACITY STD = STANDARD LABEL TO PLATE WITH PERMANENT CONTACT CEMENT. TO OWNER SIX COPIES OF RELAY TEST AND CERTIFICATION RESULTS. I.D. = IDENTIFICATION STL = STEEL S1.1 GENERAL NOTES 11) DEVICE HEIGHT (TO CENTER OF DEVICE): RECEPTACLES AND TELEPHONE JACKS - 12" IN OPEN 25) ALL UNDERGROUND RACEWAYS WILL HAVE A MANDREL PULLED THROUGH THEM PRIOR TO THE IN = INCH SUBSTA = SUBSTATION 1/0 = INPUT/OUTPUT SW = SWITCH S1.2 DETAILS WALL AREAS, 6" ABOVE SPLASH AT BUILT IN COUNTER OR LAVATORY LOCATIONS. SWNTCHES - CONDUCTORS BEING PULLED. WHEN EMPTY LEAVE W/ 3/8" NYLON PULL ROPE W/ EACH END INST = INSTANTANEOUS SWGR = SWITCHGEAR 48". CLOCK - 84". WALL TELEPHONE - 54". I.D.'EO AS TO OTHER END. INTE = INTERLOCK ELECTRICAL SPST = SINGLE POLE SINGLE THROW S2.1 FOUNDATION PLAN INTM = INTERLOCK MECHANICAL 12) DEVICE INSTALLATION: DEVICES MOUNTED IN A COMMON WALL SHALL BE OFFSET 26) NAMEPLATES: TB = TERMINAL BLOCK S3.1 ROOF PLAN - ELEVATION & SECTIONS HORIZONTALLY A MINIMUM OF 16". NO BOXES SHALL BE INSTALLED BACK TO BACK. ALL UNUSED J = JUNCTION BOX TDOD = TIME DELAY ON DE-ENERGIZING HOLES IN BOXES SHALL BE SLUGGED OR SEALED. A) GENERAL: LAMINATED ENGRAVED PHENOLIC PLASTIC, COLOR CODED RED FOR 277/480 VOLT TDOE = TIME DELAY ON ENERGIZING S4.1 TOWER ELEVATIONS EQUIPMENT, BLACK FOR 120/208 VOLT EQUIPMENT, WITH WHITE LETTERS. PROVIDE FOR KA = KILOAMP TERM = TERMINAL 13) WARE: WIRE SHALL BE TYPE THWN/THHN, 600 VOLT COPPER, BEARING UL LABEL. CONDUCTORS IDENTIFICATION OF EACH PLACE OF EQUIPMENT, SWITCHBOARDS, TRANSFORMERS, PANELBOARDS, KK = KIRK KEY INTERLOCK TPS = TWISTED PAIR, SHIELDED S4.2 BOX TRUSS DETAILS SHALL BE STRANDED. BRANCH CIRCUIT WARE SHALL BE #12 UNLESS NOTED OTHERWISE. WIRE DISCONNECTS, AND ENCLOSED BREAKERS. A SCHEDULE OF NAMEPLATES SHALL BE INCLUDED WITH KV = KILOVOLT TW = THIN WALL STEEL TUBING COLOR CODING SHALL MATCH EXISTING, AND SHALL BE NOTED ON AS-BUILT PLANS. BOTH ENDS THE SHOP DRAWINGS FOR APPROVAL. NAMEPLATES SHALL BE SECURED WITH PERMANENT ADHESIVE KVA = KILOVOLT AMPERE TYP = TYPICAL S5.1 FOUNDATION DETAILS R OF ALL WIRE RUNS SHALL BE LABELED WITH NUMBERED PRESSURE LABELS. SPLICE ONLY IN AND TWO (2) STAINLESS STEEL SELF TAPPING SCREWS. KVAR = KILOVOLT AMPERE REACTIVE ACCESSIBLE JUNCTION OR OUTLET BOXES. SCREW-ON CONNECTORS SHALL NOT BE USED FOR KW = KILOWATT UG = UNDERGROUND S5.2 FOUNDATION DETAILS WIRES LARGER THAN X110. HARING IN PANELS AND CABINETS SHALL BE NEATLY INSTALLED; U.G. = UNDERGROUND GROUPED, LACED OR CLIPPED, AND FANNED OUT TO/FROM TERMINALS. B) EACH PIECE OF EQUIPMENT SHALL BE PROVIDED WITH A 2" X 3 1/2" NAMEPLATE ON THE LA = LIGHTNING ARRESTOR UON = UNLESS OTHERWISE NOTED g FRONT OF THE DOOR OR ON THE TRIM, INDICATING DESIGNATION AND DISTRIBUTION PANEL AND S5.3 FOUNDATION DETAILS a CIRCUIT FEEDING THE PANEL. L8 = POUND WEIGHT, _ U.O.N. = UNLESS OTHERWISE NOTED .� 14) GROUNDING: PROVIDE GROUNDING SYSTEM COMPLYING WITH THE CODES AND ORDINANCES LPS = LOW PRESSURE SODIUM UPS = UNITERRUPTIBLE POWER SUPPLY S5.4 FOUNDATION DETAILS SPECIFIED. GROUNDING SYSTEM SHALL PROVIDE CONTINUITY THROUGH ENTIRE ELECTRICAL SYSTEM. LTFMC = LIQUID TIGHT FLEXIBLE METAL CONDUIT UV = UNDER VOLTAGE C) SWITCHBOARDS, DISTRIBUTION PANELBOARDS, AND ALL STARTERS AND DISCONNECTS SHALL bib A SEPARATE GROUNDING CONDUCTOR SHALL BE INSTALLED IN ALL RECEPTACLE CIRCUIT CONDUIT HAVE SUBFLTC = LOAD TAP CHANGEREEDERS AND MAIN BREAKERS MARKED WITH 1" X 3" NAMEPLATES INDICATING LOAD LTG = LIGHTING V = VOLT RUNS; AND TO ALL SUBPANELS, MOTOR CONTROLS AND EQUIPMENT CONNECTIONS, BACK TO SERVED. SERVING PANELBOARD. ALL GROUNDING CONDUCTORS SHALL BE COPPER, SIZES NOT LESS THAN LV = LOW VOLTAGE VA = VOLT AMPERE THAT REQUIRED UNDER C.E.C. REQUIREMENTS. VAC = VACUUM D) ALL WEATHERPROOF DISCONNECTS SHALL BE MARKED WITH 1" X 3" NAMEPLATES INDICATING MA = MILLIAMP VAR = VOLT AMPERE REACTIVE 15) LIGHTING: PROVIDE LIGHTING FIXTURES OF SIZES, TYPES AND RATING AND INDICATED; THE PANELBOARD OF SWITCHBOARD FROM WHICH IT IS FED FROM. MAX = MAXIMUM VM = VOLTMETER COMPLETE WITH, BUT NOT LIMITED TO HOUSINGS, LAMPS, LAMP HOLDERS, BALLASTS, STARTERS, MCB = MOLDED-CASE BREAKER VS = VOLTMETER SWITCH MCB = THOUSAND CIRCULAR MILS WIRING, AND MOUNTING HARDWARE. FIXTURE TYPE DESIGNATION FOR AN INDIVIDUAL FIXTURE SHALL W = WATT CITY TYPICAL FOR SIMILARLY INDICATED FIXTURES WITHIN THE ENTIRE ROOM OR DEFINED AREA. IN MECH = MECHANICAL THE EVENT A FIXTURE IS UN-DESIGNATED ON PLANS, IT SHALL BE OF THE SAME TYPE AS MFR = MANUFACTURER WM = WATTMETER DESCRIPTION OF REVISION DATE APPROVED: MG = MOTOR-GENERATOR WP = WEATHER PROOF FIXTURES OF SIMILAR FUNCTION WITHIN ROOMS OR AREAS. St MH = MANHOLE W.P. = WEATHER PROOF C SUPPLY PLASTER FRAMES, TRIM RINGS, AND BACKBOXES TO OTHER TRADES. COORDINATE WITH MIN = MINIMUM WMR = WATT METER, REACTIVE CITY OF RANCHO C U CAM 0 N GA ARCHITECTURAL REFLECTED CEILING PLAN AND MECHANICAL EQUIPMENT. ALL BALLASTS SHALL BE MR = MULTI-RATIO ADVANCE MARK III, OR EQUAL. FLUORESCENT LAMPS SHALL BE STANDARD COOL WHITE UNLESS DESIGNATIONS FOR ANSI PROTECTIVE DEVICE MTD = MOUNTED XF = TRANSFORMER w OTHERWISE NOTED. ALL FIXTURES, LENSES, AND OTHER TRIM SHALL BE ALIGNED, CLEANED, FREE XFMR = TRANSFORMER COVER SHEET W OF PAINT AND BLEMISHES BEFORE FINAL ACCEPTANCE. NO FIXTURE SUPPORT OR INSERT, EXCEPT XLP = CROSS-LINKED POLYETHYLENE m PENDANT CANOPIES, SHALL BE VISIBLE FROM THE FLOOR. 25 SYNCHRONIZING OR SYNCHRONISM-CHECK DEVICE XP = EXPLOSION-PROOF SUBSTATION 1 2 K U J 49 MACHINE OR TRANSFORMER THERMAL RELAY LL 50 INSTANTANEOUS OVERCURRENT OR RATE-OF-RISE RELAY 51 AC TIME OVERCURRENT RELAY 3 63 LIQUID OR GAS PRESSURE OR VACUUM RELAY m 86 LOCKING-OUT RELAY 87 DIFFERENTIAL PROTECTION RELAY 87T TRANSFORMER DIFFERENTIAL PROTECTION RELAY DATE: APPROVED BY: RCE N0.: 24953 AS—BUILT AS OF 01/17/0 WILLIAM J. O'NEIL, CITY ENGINEER DESIGN PLAN PREPARED BY: GARY R. OLSEN. P.E. RECOMMENDED THESE AS-BUILT OR RECORD DRAWINGS HAVE BEEN PREPARED, Underground CA. EE 8283 09-06 3 ON THE BASIS OF INFORMATION COMPILED AND Service Alert CONTRACTOR MUST READ SPECIFICATIONS AND GRo ,,. 'Pf� C PREVENDAR. P.E. FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE DRAWN �`` fl CA. EE 16581 o3-os SHEET RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE Call: TOLL FREE W E. . s. N 4049 N. FRESNO ST. 1 -800-422-4133 0 INSTALL MATERIAL AS PER SPECIFICATIONS cRT FRESNO. CA 93726 cs OF 22 BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. PH:PH: (559) 221-7230 LL AND/OR PLANS OR AS PER E.P.S. APPROVAL CHECKED FAX: (559) 221-0507 DRAWING NO. TWO WORKING DAYS BEFORE YOU DIG GRO DATE 08-18-03 FILE NO CRC-03-001 CRCOOI —CS PROJECT BENCHMARK: DESCRIPTION: TOP OF CURB AT SOUTH B.C.R. (ON ROCHESTER) AT THE SOUTH CURB RETURN OF THE SOUTHERLY ENTRANCE DRIVE TO THE EXPANDED PARKING LOT PER DRAWING No. 1502, PROJECT SHEET 5 OF 38. ELEVATION: 1181.01 SCALE: M y V-20' f 8 o April 17, 2003 o I b Revise-d: ,June 12, 2(x):3 W Z M.H.SD W I n � a Bench v c --------- I[ V M. r � I I .�a1 1 —�w►u j _ffi T\raffJtiic�c1 c ✓ NVov- r 11 l ° Boll Li ard O 89*46'15" E 4.00' ° NO IF — � N 89'46'15" E 399.53' O fes _ CIL �v � � N^' ° l lr 1 1789 0 � 72.04' 9.87' 83.03' 9.94' 72.05'0 " en o 00 1181 o--------�U S.C.E.11 0 � 0 0Bdoth ° Trof [] � Bench Tf0 a Troffic a .o — W.V. ,1,9 — — — w — 1 .3 6.13' 15.90' 00 S.C.E. vault ❑ I �� ° 0 � r j ° 11 b8 ot Z � � -.� 26.24 � \ -✓/ r 1 1179 o r 1 ° j \4✓/ Bollard Bollard r, \ ✓/ � ` 1 � ✓ 179.95' / l 1 `r Cn w tt78 g / / I 36' 18 ` VATt1E , ,Vac.c; \ / 81.08' 81.00' 5.87 90.10' °Bol N r o .V.`�7❑I.C.V. ( �� /fl l•T ' �T o rhr 1 21 IS.C.E. '� ✓ a 4✓ \ Jl l � 1l 1 1 2 1 1 l 1� t� —� —1 j �_ - -' o $ SOUTH LINE OF N 1/2 OF LOT 108 P. p I J_ IZ T I DESCRIPTION OF REVISION DATE cis APPROVED e.WLJ AS-BUILT AS OF 01/17/05 CITY OF RANCHO CUCAMONGA J U. I THESE AS—BUILT OR RECORD DRAWINGS HAVE BEEN PREPARED, Wuicho CucaIllonga Adult Sports Pal-k , Expanded Parking Lot m I N PARTON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE LEGAL DESCRIPTION RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE < BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. Topographic Survey PORTION OF THE N Y2 OF LOT 108 OF THE MAP OF ROCHESTER PER PLAT RECORDED IN BOOK 9 PAGE 20 OF MAPS, AND A PORTION OF In die City of Rancho Cucamonga THE EAST 60 FEET OF ORANGE AVE. (ROCHESTER AVE.) VACATED PER BOOK 1177 PAGE 320-321 , OFFICIAL RECORDS, RECORDS OF THE GARY R. OLSEN, P.E. CA. EE 8283 9-06 APPROVED BY: DATE w COUNTY RECORDER OF THE COUNTY OF SAN BERNARDINO, STATE OF p0WF'p JOE PREVENDAR, P.E. CA. EE 16581 3-06 CITY ENGINEER R.C.E. No. 24953 $ CALIFORNIA. \lQ f` DESIGN RECOMMENDED P ,r 4049 N. FRESNO ST. DATE: 08-18-03 FRESNO, CA 93726 DGA Dan Guerra LL E. S Ic (559) 221-7230 JOB CRC-03-001 DRAWN & Associates INC. #' SHEET Professional and Consulting FAX: 221-0507 PLTSCALE. S.T.F. (W) DGA CIVIL OF 22 Electrical Engineering gary®epsfresno.com DWG. #: CRC001—CIVIL CHECKED 10271—B TRADEMARK STREET DRAWING No MAWM NOT TO SCALE joeOepsfresno.com DSGN BY: DGA DRWN BY: DGA RANCHO CUCAMONGA CALIFORNIA 91730 CITY PH (909) 987-4306 FAX (909) 941-1528 o IN LEGAL DESCRIPTION I O I M I M I (^ PARCEL A: THE N Yz OF LOT 108 EXCEPT THE EASTERLY 370 FEET THEREOF OF o I THE MAP OF ROCHESTER PER PLAT RECORDED IN BOOK 9 PAGE 20 OF MAPS, AND A PORTION OF THE EAST 60 FEET OF ORANGE AVE. b I = (ROCHESTER AVE.) VACATED PER BOOK 1177 PAGE 320-321, OFFICIAL I RECORDS, RECORDS OF THE COUNTY RECORDER OF THE COUNTY OF Z 50.00' SAN BERNARDINO, STATE OF CALIFORNIA. G� I Q P� PARCEL B: I ' I LOT 109 EXCEPT THE EASTERLY 370 FEET THEREOF OF THE MAP OF I I I J ROCHESTER PER PLAT RECORDED IN BOOK 9 PAGE 20 OF MAPS, AND A I SCAI.F.: PORTION OF THE EAST 60 FEET OF ORANGE AVE. (ROCHESTER AVE.) = I I 1"-20' VACATED PER BOOK 1177 PAGE 320-321, OFFICIAL RECORDS, RECORDS I OF THE COUNTY RECORDER OF THE COUNTY OF SAN BERNARDINO, I I STATE OF CALIFORNIA. M.H. I � Bench I ^ • I rT-------- a I ® I JT I Traffic" Ballard1 t � 'I50.00 \ I I I \ I N 89-46"15- 4.00' I ( NORTH LINE OF LOT 108 \ N 89'46'15" E 399.53'-T ; I STADIU PAR KW Y 54.00' I .a z oral ' t t, , II A o o IG i a m - t II � I J —� Bench r ° I o S.C.E. I �-1 —� -{&s}-- o � 4" P _ m—hone \ I i_: rO Traff Booth i \ Bench I - - - — - I I o- - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - -46'Av) - - — — Gv_ �� < -f6'VM) �� W.V. Troffic a - Q P a? I 0 S.C.E. Vaunt ❑ ,o Io I \ O I W I A I I 41 � r . — I z I �-- i I / Bollard Bollard° I IW �� � I I w i t I ,_ c; I > SD)M.H. I I ( v ` 54.00' I � _ � �— rd I I I I I I —{�,�- ° Air Vac.U I Bollard I.C.V.❑❑I.C.V. 48.41' _L ����— I S.C.E. 7 I I I� I - - - - - - - - - - �?"aN}- - - - - -�1�— — — - - - - - - -�?"N� O - - — - - - - - - - I g I . . . I . . ( r— I N 89'46'15" E 931.58' N 89'46'15" E 985.58' I I w w i I SOUTH LINE OF N 1/2 OF LOT 108 I II I � II Ob 4 0 REV1 CLARIFICATION OF PROPERTY LINES 10/03 cinDESCRIPTION OF REVISION DATE APPROVED AS-BUILT AS OF 01/17/05 CITY OF RANCHO CUCAMONGA J U.U. THESE AS—BUILT OR RECORD DRAWINGS HAVE BEEN PREPARED, Arbors Substation 5 IN PART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE SITE PLAN (ENLARGED) BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. Y N GARY R. OLSEN, P.E. CA. EE 8283 9-06 APPROVED BY: DATE _. Q 0 M£f JOE PREVENDAR, P.E. CA. EE 16581 3-06 CI'T'Y ENGINEER R.C.E. No. 24953 ��� If DESIGN RECOMMENDED P. 4049 N. FRESNO ST. DATE: 10-15-03 4, FRESNO, CA 93726 Dan GNerra S JOB #: CRC-03-001 DRAWN Q' 4 E. INC. . (559) 221 -7230 oC �SSOG14teS SHEET Professional and Consulting FAX: 221-0507 PLTSCALE: S.T.F. (W) DGA CIVIL 1A of 22 DRAWING NOT TO SCALE Electrical Engineering gory0epsfresno.com DWG. #: CRC001 —DIM—A REV1 10271-B TRADEMARK STREET )oe(Depsfresno.com CHECKED DRAWING No. DSGN BY: DGA DRWN BY: DGA RANCHO CUCAMONGA CALIFORNIA 91730 /- CITY PH (909) 987-4306 FAX (909) 941-1528 �� M.H.�SD1 I N U O Bench W L33 s c m m r-/------ I� C] r oTfpffi Traffic :.Bollard I c-- 1 I I I "Bollard CITY TO REPLACE CURB ' Y� r-„ti i-.,,•ti � r. i--..` F.N. ^1 s ELECT. r,�� - , I m --�t Q_ ELECT. -- -1 -- t ---� oV— O ----- O CONNECT (N) O4 � `-� CONDUIT LIGHT POLE PASS IE A o v THROUGH (N) _ m c PULLBOX I m ---------- U Bench c 0 (6"S) o (6"S) —o-- °° S.C.E. C] �`� �T,�t 0 (6"S) �- I Q hone �- r------------------------------------� ALL THIS SIDE OF F o °D F t 1 Traff' C] C] 0 Bdoth ° 1 I I SAW CUT TO REMAIN �� ! Bench ° I J ' < �— — 6"W —� — — (6"W) — — — — (6"W) Traffic a — — < I ( ) — — — I W.V. DIVERT 4 — I 1E I 2 I IRRIGATION LJ REMOVE ALL CON S.C.E. Vault ❑ I 1 .�.VVII\\ �l I ASPHALT TREER�RtGATION I SAW CUT LINE SUBSTATION & E� n ° f 11, WITHIN THE SAW CUT LINE L_— ——————— RECONNECT ° l t ° ' `J CA —f- 71 ° I .-ti —tom✓ �✓ �.✓ ✓ `�✓J ✓ ✓ I �� 4 - { 1 I , ✓J Bollard Bollard=- ° f v U V1 { I I ���GA EXCEPT PULL J ON 3- 0 f � O I i do CONNECTG W I � ✓J I (E) SCE LOCATE BEFORE 1 1 oE�Mounav DIGGING OR '"� / � I I INTERCEPT (E) CONDUIT AND -�(ELECT.) (ELECT.) I� TAKE TO NEW PULLBOX "Bollard � Bollard::�Vac.(V. [��� I.C.V. ✓J I O O 3 t ° � LJ (ELECT.) 1 �- �- .- �� �� �� (ELECT.) ��� �I �- -. ' ( L_ I (ELECT.) — (ELECT.) S.C.E. -✓ 4:7 �— -� �� -�� 1 2"fir)—— 1 � T-�.,i t<-C�T r �1 - ° - t—° — J 33 1 J t 1 < 1 �� 1 l J 1 4 ' ` ' ' 1 ' `J ✓ PROPERTY LINE BY FEN E LINE ` ' 4`� 4✓ I s U LAj SHEET NOTES: ELECTRICAL & SITE DEMOLITION PLAN •a 6 REMOVE LIGHT FIXTURES AND POLES. SCALE: 1/16" = 1'-0" I O2 REMOVE CONDUIT AND CONDUCTORS. a o < (N) 1"C W/ 3-#10/G TO REWIRE (E) LIGHT FIXTURE ON POLE. ALSO REFER TO CI AL/STRUCTURAL DRAPINGS CITY I v O (E) TO REMAIN. DESCRIPTION OF REVISION DATE APPROVED: OREMOVE CONCRETE ISLAND AND REPLACE CURB TO EXISTING. DEMOLITION NOTES: 1) ANY EXISTING FEATURES, ABOVE GROUND OR BELOW, JUDGED TO BY THE O (N) #3 1/2 PULLBOX BEHIND CURB. CITY TO BE DAMAGED FROM ORIGINAL CONDITION AS FOUND WILL BE C TY O fC RANCHO C U CAM 0 N GA REPLACED BY THE CONTRACTOR AT THE CONTRACTORS EXPENSE TO THE T ���T T T PLAN SATISFACTION OF THE CITY. E►' C 1 i�1CAL DEMOLITION PL.Al�I SUBSTATION 12KV J AS-BUILT AS OF 01/17/05 BOTH S.C.E., TELEPHONE DATE: APPROVED BY: AND ANY OTHER UTILITY WILLIAM J. O'NEIL, CITY ENGINEER RCE NO.. 24953 THESE AS-BUILT OR RECORD DRAWINGS HAVE BEEN PREPARED, Underground DESIGN PUN PREPARED BY: GARY R. OLSEN, P.E. RECOMMENDED IN PART, ON THE BASIS OF INFORMATION COMPILED AND o GRO f0Irc FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE Service Alert .� * CA. EE 8283 09-os f JOE PREVENDAR, P.E. CONTRACTOR MUST READ SPECIFICATIONS AND DRAWN p CA. EE 16581 03-06 SHEET RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE Call: TOLL FREE W E. Nc. S• n 4049 N. FRESNO ST. BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. 1 -800-422-4133 INSTALL MATERIAL AS PER SPECIFICATIONS CRT .sww"m FRESNO. CA 93726 E-1 OF 22 Ekh F AND/OR PLANS OR AS PER E.P.S. APPROVAL ^*'°°"9 (559) 221-7230 CHECKED FAX: (559) 221-0507 DRAWING N0. TWO WORKING DAYS BEFORE YOU DIG GRO DATE 08-18-03 FILE NO CRC-03-001 GRO (1) 1 1/2" MARINE GRADE PLYWOOD SYMBOL LEGEND ELECTRICAL CALL IO FURNISH & MS (1) 1/4"tk x (UNPAINTED) SECURED INSTALL TO BLOCK WALL W/ 2"w x 18"1 CU 10-RECESSED 3/8" UNDERGROUND OR IN WALL CONDUIT, PVC-SCH-40, 12"C U.O.N. GND BAR ON LEAD ANCHOR & 30" LID - WELD (3) 1 1/2" ENLARGED WASHERS EXPOSED CONDUIT, RIGID THREADED STEEL, 12"C U.O.N., EMT MAY BE EACH LID `CITY OF STAND OFFS USED IN BUILDING ATTIC 6" RANCHO 6" CUCAMONGA 12KV' (1) 1' D1770 PLYWOOD COOK ROOF MOUNTED EXHAUST FAN W/ MOTOR RATED SWITCH, 120V, 114'- — TOP OF COVER = +1" ,� 8 6" TOP OF A.C. SCREWED TO (1} 1 M'C� #120C10D 11'-11" 15'-4" 46'- " 1/4"C W/ 16-#10x2" 5 8 SCREWS W/ WASHERS � 277V SPEC. GRADE SPST SWITCH, W/ S.S. PLATE AT +48", 3 40'-10" 16'-8" 36' TYPICAL 6" CONCRETE RING 3 INDICATES 3-WAY 4' STEEL DOOR MANHOLE NECK AROUND COVER zzz 277V SPEC. GRADE SPST SWITCH, W/ S.S. PLATE AT +48", R R INDICATES COLOR RED W/ RED COVER ENGRAVED 120VDC LIGHTS 3 STRANDS OF - LEAVE ON 221or►g x a•high BARB WIRE AT F.F.D.G. #1 SLIDING GATE TOP OF WALL ON F.F.O.G. f1 LATCH ON OUTSIDE WROUGHT IRON 120V GROUNDED DUPLEX, SPEC. GRADE, ® +18" W/ S.S. PLATE FOR PAD LOCK W/ SOLID METAL THE INSIDE (3) 2" PVC-40 HEAVY DUTY BACKING MANHOLE NECK FINISH TO #6 COMM PB #4/0 3/4"C W/ 120V GROUNDED DUPLEX, SPEC. GRADE, GFI PROTECTED & WEATHER 11 3-#12/G PROOF W/ S.S. PLATE 3 STRANDS OF NOT TO SCALE BARB WARE AT XQ WALKER BOX #853 - RECESSED FLOOR BOX TOP OF ALL CONCRETE (U.O.N.) TOP ON THE INSIDE YQ WALKER BOX #851 - RECESSED FLOOR BOX TOP OF 3/4" ROCK PANEL 'L' r EM HUBBELL #EWPRBF2R6-120V MOUNTED ABOVE DOORS GND 6" 4" GRID 120V LINE VOLTAGE 20 AMP THERMOSTAT, 50-110 DEGREES F. I 20' VIDE DRIVEWAY 39'-4" 'F BASE ELEVATION F.F.D.G. #1 & TOP .� 6'-10" 2'-6" (2) 1 1/2' C TO `JB1', A HUBBELL #2-F96T12, #IG082S-PA10-S1-120V W/ LAMPS HUNG FROM OF BLOCK WALL FOUNDATION " 4 " ROAD ON SCH-40 RISE TO `JB1' ® 6 x12 x7'h MAN HOLE W/ RGS, PVC COATED CEILING a 3/4 ROAD BASE WITH 12" NECK AND FINAL FINISHED DIRT GRADE B HUBBELL #NRC-307 0 +8'-6", W/ P.E. CELL 47'-10" 30" LID do ACCESS (F.F.D.G. 1 ) ELEVATIONS B SIDE A SIDE LADDER (GROUNDED) TBBMAN MAN 1_E I HUBBELL #VW-151 W/ #VCG-15, 10OW, 120VDC LAMP NOT TO SCALE HOLE HOLE QH CHROMALOX WALL HEATER, #LUH-02-21, 240V, W/ #WUH-0112' O O -10" — BRACKET AND #LUH-TK2 INTERNAL THERMOSTAT. ARROW NEXT TO SEE CIVIL FOR EXACT ELEVATIONS /6 INTERFACE SYMBOL INDICATED AIR FLOW DIRECTION SCE SIDE PUW90X W/ EXT. LOCATED IN SCE 2'� 7' #6 COMM TO PB IN SCE YARD, ® SECURITY DOOR MAGNETIC CONTACT, N.C. WHEN DOOR IS OPEN, VE8 S PULLBOX SEE THIS SHEET NEXT (2) 1"C 120VAC, SO. D #C54F SCREWED TO DOOR FRAME LOCATION 87'-4" 3' 4' (2) 1"C J-BOX W/ COVER PLATE a• HIGH CHAIN LINK FENCE 5' 20' WALL MOUNTED GRAINGER #6T547 FIRE EXTINGUISHER WITH OSHA SIGNn LGT2 -8 J-,,�MSA & MSB ® 5'-6" 2 -8" 26'-4" 120VDC 75 AH �L CONTROL K.O.'S 1& COOK 18UC3B, 1/4HP, 120V, 950RPM /-- 10' - 14' 12' 8' 11' 88'-8" BATTERY RACK NOTE: CONNECT EVERY NJ A -6, PANEL 'B' rm OTHER CONTROL KO W/ SUB CENTER UNE ( 3'-7" (2) 1"C W/ FINAL 2) — — _ — — — — — — BATTERY 1H@ ° tA3 " CHARGER 1"C FROM 10 TO 11 6'-10" 8'-4" 6'-10" SCE EQUIPMENT, SCE TO DESIGN AND �� - QU ' 4' 1 1/4" THRU DIMENSION WITHIN SUB WALLS - • 19'-7" NEXT (2) 1 C 66KV XF CE I— 12KV O BUSHING, INSULATED CONTRACTOR WILL DO ALL 1 CONTROL SUBSTRUCTURE WORK, GROUNDING, •. PADS, PIERS. CONDUITS, DRIVEWAY, 18'-10" 4' I 12 GRXF-MSB FlNAL GRADING - TO SCE DESIGN dt 20'SPECS. •CONTR OL 2 3'-7" @ O PTA do 'MB' 31'-6„ 01 XFP-#-LTC CONTRACTOR TO INSTALL I 18'--10" 18'-10" ® CKT 1 b do 2b SEAL CHAIN LINK FENCE W/ q — — 49'-4" WATER POURED POST HOLES AT O7 CKT 3b dt 4b TIGHT FlNISHED DIRT GRADE 3'-7" 8' 3'-7" 6 BUS TRANSITSECTION CONDUIT # 30" 39'-6" Al 1 1/4"C W/ 3-#6/G PNL 'L' PVC-40UJI 4' • I • O PANEL 'L' Ac TIE ' 15-8" XFP-# • I 3, ` CONCRETE RGS 66KV — I XF 12KV O CKT A2 3/4"C W/ 4-#14 11 1 BLK, 1 RED, 2 WHT. (L7C PULSE) PAD COATED z 4' GRA 3 oll � ' 8' I ' Q CKT 1 a dt 20 A3 3/4"C W/ 2-#12 PNL 'B', BILK, WH T. (W/ RED STRIPE) 120VDC CONTAINMENT SCE SIDE `— Z I 3'_7" ,-7" WALL 71 � Q2 PTA do 'MA' 1 1/2% W/14-#10 <° — — 5'-8" A4 O XF LAND ON SHORTING TYPOUNDS IN I 10'-10" 8' ( 5, O XF-MSA 1 1/2"C W/ 22-#14 SECTION A-A F.F.D.G. #I F.F.D.G. 22'-11" 5'-4„ ' A5 11 CONTROL/ MONITOR GRATE & ROCK NOT SHOWN 3 5'-4" 3/4" W/ 1-BELDON #83656 o 2'_8" LGT 2'-8" BUILDING O 6" A.F.G. 2'-8" A6 11 INCON. A7,8 BELLED END 79'-8" 55' 23'-4" 5' XFP-A' (2) 1"C EACH W/ 10-#12 II, CONDUIT 5, FLOOR SLAB 134'-8" B1 0 CLAMP 3 SHEET NOTES: UBSTA B2 N S � SAME AS `XFP-A' KINDORF SCALE: 1/8" _TION"! -0', DIMENSIONS 1 1/4" PVC-40 1) THE COORDINATES ARE ON THE CALIFORNIA COORDINATE SYSTEM. THE NEAREST �► a REFERENCE IS THE NORTHEAST CORNER OF SECTION 8 - 19/20, FOUND 1/2" REBAR .50 83 — — — — — — — — — — DOWN W. TAG L.S. 4375 AND IS INDICATED BY THE CROSS HAIRS SOUTHWEST OF THE SUBSTATION LOCATION. THIS ALSO SERVES AS THE SITE COORDINATE SYSTEM REFERENCE 01-17-05 1 1/2"C W/14-#10 SLURRY N5000 E5000. 84 10 E.T.s. REMOVE ALL C.T. GROUNDS IN AREA REV 1 - XF LAND ON SHORTING TYPE T.S. _ _ — — — — — — — — — — 2) ALL GROUND FITTINGS & BOLTS & NUTS & WASHERS ARE BRONZE. V. w000001 B5 o SCH-80 REV 1 - PER UNION ENGINEERING AS-GUILTS 01/17/05 ELBOW 3) ALL 12KV DUCT TO HAVE MINUMUM 8 1/2" CENTER TO CENTER SEPARATION. USE NO H SAME AS `XFP-A' RISE UNDER A STEEL TIE WIRES, MINIMUM ELEVATION TO TOP OF DUCT(S) = -36" FROM FINISH DIRT y+ B6 Q Il �1 A GRADE. DESCRIPTION OF REVISION DATE clrY `t APPROVED: 4) CONTRACTOR WILL INSTALL A 1250 INCON XMITTER (BY OTHERS) IN DOOR OF 11 AND 67,8 LABEL AS TO XFP-A-LTC OR XFP-B-LTC PROGRAM TO INDICATE TAP POSITION (+16) - 0 - (-16). CITY OF RANCHO CUCAMONGA `XFP-B' W St1BSTATION DIMENSIONS (A) - TERMINATE ALL CONTROL & MONITORING WIRES W/ PANDUIT VINYL INSULATING m CRIMP ON PINS. SOLDER ALL C.T. TERMINATIONS. SUBSTATION 1 2 KV J U. � (B) - LABEL ALL TERMINAL STRIPS AS TO NAME - (PANDUIT) AND LABEL ALL AS-BUILT AS OF 01/17/05 TERMINALS. LABEL ALL WIRES (PANDUIT OR BRADY) AS TO DESTINATION. THESE AS-BUILT OR RECORD DRAWINGS HAVE BEEN PREPARED, xxx xx xxxx IN PART, ON THE BASIS OF INFORMATION COMPILED AND TERM TERM WIRE FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE F STRIP # RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE DATE: OR BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. APPROVED BY: RCE NO.: 24953 LOCATION WILLIAM J. O'NEIL, CITY ENGINEER DESIGN PIAN PREPARED BY: GARY R. OLSEN, P.E. RECOMMENDED 3 (C) - TERMINATE ALL WIRES ON NEW TERMINAL BLOCKS IN 11 OR WHERE THEY END. Underground CA. EE 8283 09-06 TERMINATE ALL WIRES SHOWN, DIAGRAM WILL COME FRO ENGINEER. o GRO �` BOE PREVENDAR, P.E. Service Alert CONTRACTOR MUST READ SPECIFICATIONS AND P, �; CA. EE 16581 03-os 8 ' _ ' _ CONNECTION Call: TOLL FREE W DRAWN � '�' SHEET E. MIC S. 4049 N FRESNO ST. L� CRT FRESNO, CA 93726 E-2 OF 22 3 1 —800-422-4133 INSTALL MATERIAL AS PER SPECIFICATIONS ,,*miw,,,,,U„,N, PH: (559) 221-7230 AND/OR PLANS OR AS PER E.P.S. APPROVAL CHECKED FAX: (559) 221-0507 DRAWING NO. TWO WORKING DAYS BEFORE YOU DIG GRO GATE 08-1$-03 FILE NO CRC-03-001 CRC001 —SUB - -- C;�O& I LEAVE ENOUGH B SIDE ASIDE SPARE OUT OF PB m MAN MAN TO GO TO SCE #6 PB W/ EXT. I (HOLE HOLE LOCATION W/o SEE I SPLICE. I.D. ENDSSOUT 5-2"C I% W ENLARGED B SIDE A SIDE 1 O -36" (5' A.C.) @'TUB HOLE 2'xTh 6 Al2'xn 2-f'12/TRIP MSX MAN HOLE MAN HOLE I HOLE W/ 12'N NECK AND 12'N NECK AND & 2-f12 TRIP SCE I 30" LID 30" LID & 6-f14 POSITION ' ' ( SCE INTERFACE PB +4" SCE1 SCE31 1 ( � C /6 COMM TO 2 2 PB W/ PB W/ 'MSA' SCE2 11 SCE4 I I I I EXTENSION EXTENSION TO 10 \ - V V I IN '.181' 9 B 3/4"C W/ � 2-2"C I 120VDC 75 AH BATTERY RACK 12 LAND ON NEW A120VDC 75 AH BATTERY RACK I �].. I 2 ATTACHED TERMINAL STRIP LGT --- ------_ 1 1/4"C W/ I I I N TO WALL & I.D. ` 2-fl/0 I 11 PORTABLE PUN NAME PLATE 3:�twp I I I 1 3-2"C -� 'DC LIGHTS' I,. HOLDER & CLAMPS I 3/4 C W/ I I � � / I I 1 _ L-9,11.12 3 4"C I 2_06 I \ \ / 2-1 1/2"C D FOR 8 SETS / I D I \ \ // / i ( \_ 1/2"C W/ M 6 3/4% W/ • L'-6,8 . . / - I PHIL B 1J� , / I I � � I_ •B•_t 2-/12/G 2 �2/G I � '-� . . I '.181' I I-* I �� 1LC1W/ // I \----- // 9 6 2-1"C 8 9 2- G / / I �/ BATTERY 6 ` ✓ �/ / 2-1 1/4"C / e O SEE DETAIL I I • •SHEET E-2 ~ —\ BATTERY // /// 11/2% W --� // CHARGER . . .. " • CHARGER ./ f14 / I�/ STUB ALL CONDUIT IN .� L 2.4 36 x48 METAL DESK 1 I I 5 I 804 = 1 1/MSC I ' // �` —) 2-1"C FRONT CONTROL AREA I +8-6 W/ DRAWERS d CHAIR I • • • • � III II • • II /TNT \ 11 LI; I (I O11 A ( I L-5.7I I CONTROL CONTROL 2- C 3/4..0 W /3-f12/G o f 0)" � • I I � I � 3/4"C W/ ( I I I \\ O • or • ( I I I I ® 2-1"C XF-MSB 2- 10/G ® I I • • I I `� 11 1 1 1 I I XF-MSB I I \ I I I I I I I i I *MB' i 2-1"C PTA & *MB' PTAO ( I I � J SEE NOTE 3 II I -------�/ �\ I 8 2-1"C I 11 CKT 1b & 2b T LGT —___ --------- ————— —— I I I l 19�� O CKT 1b & 2b ® I •1' • _ I I I WP --------- -----_— I l l/ D I D c I , SEE DETAIL m 0 1 i SHEET E-2 I 1 \_ 0 2-199C CKT 3b & 4b ( q CKT 3b & 4b O7 0 11 H I I I I I 9 6 6 9 I ( I I ( BUS TRANSITION I �` © SECTION BUS TRANSITION SECTIg ON SEE DETAIL I SHEET E-2 - I _ • • PANEL L & TIE I PANEL L & TIE 0 To 1 1/2 c I I I I 2-1 c I TO 1 XF-MSA I I � I I I I I I I • I III I III • I II 4 I I I I 11 O 2-1"C CKT 30 & 4a I CKT 30 & 4a O I I • I , I I I I I XFP-A • \ ---- I II I 3 A I • • I \ I � �� � 2-11"C CKT 1a & 2a O CKT to & 2a O3 O ( I \ -A J I i i I 7 I -- I ---- a c " I I t I � I � b d 0 2-1 C PTA & 'MA' PTA & 'MA' O I I a D D II O 10 XF—MSA XF—MSA I � m � I I I I M F 3/4"C W/ ( �, I 11 =- --�'L'-13,14 2-/12/G OLGT (TYPICAL 3 LIGHT POLES IN XFP AREA) 9 912 34"CW A A GFl 3-I�2/G/ O +4" O +6" O +4" 9 B +8'-6" LB 9 � LGT = CKT 13 �-- 3/4"C W/ RECEPTACLE CKT 14 S, 2- 10/G N O HOLOPHANE #04252 g 30OW INCANDESCENT �— SEE ENLARGED SUBSTATION LIGHT J FIXTURE INCOMING AND T R R AN - R (12KV) H BUILDING ELECTRICAL PLAN .,�� DETAIL— FOR OUTGOING CONDUITS SUBS ATION UNDE G OUND PL CONDUIT CONDUCTO SC EDULE N SALE. 1/4. = 1.-0.. N SCALE: 1/4" = 1'-0" �� ORE DETAIL < O1 4-6"D EACH W/ T + 0 1 1/2" PIPE SLIP FITTER 3-#500MCM CU, MV-120, 133%, FULL CU TAPE SHIELD I NO E m 01-17-05 C — ] TYPICAL PULLBOX C — ] SEE ALSO SHEET E-Z O 4-6"D EACH I 1) ALL CONDUITS IN WALLS ARE IN BLOCK WALLS, REV # 1 NO EXPOSED CONDUITS OTHER THAN RSC RISERS � WITH EXTENSION gAT � TO WALL MOUNTED PANELS. ' GALVANIZED 8' TALL 3 _ AND COVER _ CUP 0or 120V SWITCH & 112" ROUND STEEL POLE C - C -71 3 I � I 2) JB1 = 36"x36"x8"d SURFACE REV 1 - PER UNION ENGINEERING AS-BUILTS 01/17/05 RECEPTACLE IN SHEET NOTES. al TELEPHONE BOX W/ 1" PLYWOOD CAST BOX BOLTED t I IN BACK. Oln SET BRANCH CONDUITS ~I ~ TO STANDOFFS T 12 w 1 HE COORDINATES ARE ON THE CALIFORNIA COORDINATE SYSTEM. THE NEAREST 9 39\ 6 WELDED ON POLE OPPOSITE EACH OTHER ) REFERENCE IS THE NORTHEAST CORNER OF SECTION 8 - 19 20 FOUND 1/2" REBAR .50 DESCRIPTION OF REVISION DATE APPROVED: T PLAN VIEW / � / � I 3) SEE ALSO OTHER SHEETS. NTH W.P. COVER L E g DOWN W. TAG L.S. 4375 AND IS INDICATED BY THE CROSS HAIRS SOUTHWEST OF THE A .. U HAND HOLE WITH W.P. COVER N5000 E5000. l-FLUSH TRAFFIC COVER SUBSTATION LOCATION. THIS ALSO SERVES AS THE SITE COORDINATE SYSTEM REFERENCE I 3 4) PAINT FLOOR 2-COATS GRAY CITY 0 r RANCHO C U CAM 0 N GA W/ WELDED LABELS B EPDXY FOR CEMENT. #4/0 PIGTAIL GROUT VOID °f SEAL CONDUITS WITH DUCT GROUND WIRE PARKWAY COVERA SEAL 2) ALL GROUND FITTINGS & BOLTS & NUTS & WASHERS ARE BRONZE. 9 5) ALL BUILDING CONDUITS TO ATTACHED TO CKT 11 �� BE RUN INSIDE THE BUILDING - SUBSTATION L1.G. PLAN & BUILDING BASE WITH LUG 1" STEEL BASE PLATE i / /� FINISHED GRADE 3 ALL 12KV DUCT TO HAVE MINUMUM 8 1/2" CENTER TO CENTER SEPARATION. USE NO SHOWN OUTSIDE FOR CLARITY. m INSTALL TAR \ ) ( SUBSTATION 1 2 K V / 3­ PAPER BETWEEN. CONCRETE PULLBOX W/ EXT. STEEL TIE WIRES, MINIMUM ELEVATION TO TOP OF DUCT S) _ -36" FROM FINISH DIRT LL ROCK & GROUT \/ /�/� W COVER - LABEL COVER GRADE. VERIFY EXACT LOCATION OF II = FINISH ROCK GRADE & UP 1 1/4" �\/\ / IE'SK FOR FLOOR BOX PLACEMENT D II II FINISH DIRT GRADE ON ALL SIDES / //��//, "ELECTRICAL" 4) CONTRACTOR WILL INSTALL A 1250 INCON XMITTER (BY OTHERS) IN DOOR OF AND ENLARGED AREA UNDER IT. 1 X3 PVC SLEEVE FOR DRAIN (4) 3/4X36X4 NO SCALE — II (TYP) LABEL AS TO XFP-A-LTC OR XFP-B-LTC PROGRAM TO INDICATE TAP POSITICO(+16) - 0 — GALVANIZED ANCHOR UNDERGROUND ELECTRICAL 0 — (-16). DATE: m II — II BOLTS ° CONDUIT (PVC) APPROVED BY: CAD WELD WILLIAM J. 0 NEIL, CITY ENGINEER RCE NO.: 24953 #250MCM GROUND - AS-BUILT AS OF 01/17/05 WIRE TO ANCHOR 24" ROUND BY 42" DEEP 1 1/4"-1" GROUT SLOPE 6" CRUSHED ROCK BASE DESIGN PLAN PREPARED BY: GARY R. OLSEN, RE RECOMMENDED N BOLT AND MAIN CONCRETE PIER DOWN TOWARD DRAIN (TYPICAL) o Underground CA. EE 8283 09-06 3 GROUND GRID THESE AS—BUILT OR RECORD DRAWINGS HAVE BEEN PREPARED, GRO "1" #6 REBAR SQUARED AND SIDE VIEW CONCRETE PULLBOX IN PART, ON THE BASIS OF INFORMATION COMPILED AND Service Alert CONTRACTOR MUST READ SPECIFICATIONS AND ��`'` p + �� CA EE 16581AR03-o6 TIED TO ANCHOR BOLTS DRAWN � � SHEET N36 (#6) W/ EXT. Call: TOLL FREE 8 AT 12" O.C. CHRISTY N9 (#3 1/2) TO #6 BOXES OR LARGER SIMILAR FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE W E. w, S. 4049 N. FRESNO ST. RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE 1 -800-422-4133 INSTALL MATERIAL AS PER SPECIFICATIONS CRT ad ; FRESNO, CA 93726 E-3 OF 22 6q�eo PH: (559) 221-7230 Y SUBSTATION AREA LIGHT DETAIL TYPICAL PULLBOX W EXTENSION DETAIL BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. AND/OR PLANS OR AS PER E.P.S. APPROVAL CHECKED FAX: (559) 221-0507 DRAWING NO. ` NOT TO SCALE NOT TO SCALE TWO WORKING DAYS BEFORE YOU DIG GRO DATE 08-18-03 FILE NO CRC-03-001 CRC001 —UG STEELHIGH VOLTAGE CONNECTONS FOR TUBE BUS USE STRUCTURE AUR-30-5-B 1) ALL HIGH VOLTAGE TERMINATIONS ARE ANDERSON NUMBERS, NO SUBSTITUTIONS. USE TYPICAL p1 48 ' BI-METALIC CONNECTION PLATES BETWEEN AL AND BA-40- CU FITTINGS. CONTRACTOR TO USE ALL FOUR HOLE 5-82-B BOLTED LUGS. 4-5/8"-11 2) USE VERSA-SEAL JOINT COMPOUND ON ALL BOLTS AND L TERMINATIONS. WASHERS LAPP # 315287-70 3) ALL BOLTS, WASHERS, AND NUTS ARE p7 = 5" BOLT CIRCLE, 9/16" 4-5/8"-11 BOLTS W STAINLESS STEEL CONTRACTOR TO IDENTIFY IN SHOP 3 -2 � YCx-30-90 1" GALV. EYE BOLT WASHERS W MIN. / DRAWINGS. UNLESS FURNISHED AS AN INTEGRAL 2'-6" THRU STRUCTURE MATH / (4) 1/2"-13NC-2 BOLTS AND 2 PAIR VERTICAL 3 HARE PART OF TERMINATOR. CIRCUITS TO INTERSECT POLE IN K-LINE KL69HC1T116 DOUBLE NUT/WASHER PENETRATION OF 11/16" WASHERS EACH UNE MATH EXISTING SCE 66KV DEAD END INSULATOR ON EACH SIDE, CENTER 4) THE FOLLOWING ARE TORQUE VALUES FOR r-)- TYPICAL 15KV, 11061E STATION BUS TRANSMISSION LINE ON STREET TONGUE TYPE T ON OF EYE TO STEEL UNLUBRICATED BOLTS IN LB. INCH - 1/2" = 480, INSULATOR W/ UNDER-HUNG 80TH ENDS - 9oKN 3.5 66KV INSULATOR 5/8" = 600, AND 3/4" = 840. EL (6) #BVXA-50-5-3-T-B W/ SD-70-C TYPE CA-06 �� + 30'-0" 550BIL UNLESS OTHER WISE NOTED H (3) 1/4"x5" COPPER BARS 5'#250MCM AL 12�� BA-40-5-82(9) (12) #SWH-080-C CONTRACTOR TP FURNISH PROPER 2-#1000MCM500MCM BARE CU SEC STRUCTURE AREA , + 24'-0" ANDERSEN FOR TRANSFORMER STUDS 250MCM AL TO SCE PER PHASE(NO DETAIL SHOWN) ARE ANDERSON AND 3- TYPE DS ON HIGH SIRE, TYPE D2S ON SECONDARY SIDE, (12) DSC-(PER G&W STUB FOR BOTH LAPP � 315287-70 55081E +143" 12KV TYPE ON LA'S. ((6) SWH- SIZE)-#500MCM CU INSULATORS 100-DET + 18'-3" +177" OMCM #ASTC-307 (12) G&W PATR POTHEAD FOR 3-550BIL 2- � U 500MCM CU W 3" �� � __,� +166" � CU / #65071-258A BRACKET FOR 500MCM XLP 13'-10" = 1007 MV-90 CU SHIELDED EBLOCK ND CROSS 30" #250MCM AL #4/0 CU 15KV CABLE BOND TO PAD (4) 1/2" GALVANIZED BOLTS FENCE WITH LOCK WASHERS AND WALL 21" 2 3" - +10'-6" 2KV SNATCH HOU 4' STEEL DOOR 22' SLIDING GATE 45.75" YM IA 69.31" 3• D� 3" AL TUBE, SCH 40 NUTS, 3-SETS 8' CEMENTTOP OF BLOCKWALL ROCK O O 15 25 8' CEMENT BATTERY 12KV r� #ASTF-30-C-B W/ BARBED MVA I XF BLOCK WALL SW/ (RACK ON ( SWITCHGEAR I II WIRE 47.62" BARBED WARE FAR WALL O O 6., # ACF-7-C-B CROSS SECTION - 12KV TERMINATION 4" 6" 4 6'-10" 8'-4" II / 4 NOT TO SCALE GRATE EE _ : 250MCM AL 10' 14' STRU TURA 8' 11' 23'-4" 5' -�' SLOPE TUBE BARE 40'-8" 16'-8" 22' 10'-4" - - 9'-2" 10'-10" P) 8' 6' �' 6" DOWN 1/4- j f 3'-7 � 3' � 3' �3'-7 CENTER LINE 2044' ' 14' 66KV TUBE FITTINGS - +20' 8' TO7 ROCKS € GALVANIZED STEEL CENTER LINE SEE STRUCTURAL 2'-7" SEE STRUCTURAL II OF LEGS SHEETS (TYP) SHEETS (TYP) W.P. STUFFING TUBE 79'-8" ON CONDUITS & II SCE 80' X 79'-4" AREA 55' GND CLAMPS — +15' #GC-111-14C I) 134'-8" #4/0 BARE CU CONTINUOUS GROUND SUBSTATION ELEVATION PLAN WIRE SEE DRILL PLAN SCALE: 1/8" = V-0" RISE UP (2) 6" RGS (4) 11/16" EACH SIDE PVC ROUND HOLES COATED INCLUDING — +6' CONTRACTOR TO ELL. INSTALL BEFORE 3'-- —4'— —4 --,�—3' FURNISH TO TOWER UP FOU S POURED CROSS ASSEMBLER OR TIE AFTER TOWER IS DRILL IN FIELD 45D 45D ERRECTED ON PIERS — 3-1 1/8" DRILLED HOLES II 6" ® DRILL PATTERN 'DT II FINISH �` (1 EA) VL44D-61D- THRU BOTH SIDES W/ 1 GRADE, I BOLT H-Y90 GND PADS GALVANIZED EYE BOLT WASHERED AND NUTTED ( 6' 2,-9„ CIRCLE BOLTED TO TOWER BOTH SIDES I I I I (1) 9/16" HOLE W/ 1 #250MCM CAD WELDED CABLE BRONZE TAP TO REBAR #250MCM LUG #TLS-62-L AND TO GRID 1'-3" 0 DRILL PATTfERN ' O (4) 11 /1'6 " 12KV TO WER 2'-6DRILL PATTERN tD5UP NOT TO SCALE U.G. BARRIER WALL HOLES II (I NOT TO SCALE 45D 45D SHEET NOTES. SEE STRUCTURAL II (2) 9/16" HOLES W/ 1) ELECTRICAL CONTRACTOR TO COORDINATE DRILLING WITH TOWER ASSEMBLER OR 1 CABLE IN EACH 5" BOLT IRCLE DRILL IN FIELD. ® ® ® /7BRONZE TAP LUG (I UNDER UNDER UNDER II #TLD-42-L 2) RELATE ALL DRILLED HOLES WITH APPROPRIATE ANDERSEN BRONZE CONNECTOR SIDE OF SIDE OF SIDE OF O O MEMBER ( MEMBER I MEMBERI( 2" INSTALL CONNECTOR AND GROUND WIRE AS SHOWN. ALL SECURING BLOTS ARE STAIN0 IIII 30'-0- DRILL PATTERN tD6' DRILL PATTERN 'D7' 3) SEE CIVIL ENGINEER DRAWINGS FOR EXACT MEASUREMENTS OF TOWERS, IIII (4) 9/16" HOLES y4� 1 3/4' 2., P TOP OF BEAM w I I I I 0 �- 0 WITH 4 CABLE BRONZE O TERMINAL 1 3 4" - - - / #VL44D 61D H Y90 3" k 5 1/4" 4 9/16" HOLES c � SECURED WITH 4 II II ( ) � O � O 1/2" BOLTS O O DESCRIPTION OF REVISION DATE CITY (1 EA) VL44D-61D-H-Y90 L APPROVED: PATTERN DRILL PATTERN tD8f DRILL 9 � II GND PADS BOLTED TO TOWER II U CITY OF RANCHO CUCAMONGA 3' 3' R SUBSTATION ELEVATION & DETAILS 00 DRILL PAT RN E S I NOT TO SCALE SUBSTATION 12KV LL J m #250MCM CAD WELDED TO S REBAR #250MCM AND TO GRID z O < DAT 66KV TOWER ELEVATION RCE E NO.: 24953 AS-BUILT AS OF 01/17/05 APPROVED BY: � NOT TO SCALE WILLIAM J. O'NEIL, CITY ENGINEER N DESIGN PLAN PREPARED BY: GARY R. OLSEN, P.E. RECOMMENDED 3 THESE AS-BUILT OR RECORD DRAWINGS HAVE BEEN PREPARED, o Underground CA. EE 8283 09-06 IN PART ON THE BASIS OF INFORMATION COMPILED AND Service Alert GRID '� p0�f* �A. PREVENDAR, P.E. FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE Call: TOLL FREE CONTRACTOR MUST READ SPECIFICATIONS AND DRAWN ��`` p �; CA. EE 16581 03-06 SHEET RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE INSTALL MATERIAL AS PER SPECIFICATIONS CRT W E. W. S F4049 N.RESNO, CAES90726 E-4 OF 22 BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. 1 -800-422-4133 PH: (559) 221-7230 AND/OR PLANS OR AS PER E.P.S. APPROVAL CHECKED FAX: (559) 221-0507 DRAWING NO. TWO WORKING DAYS BEFORE YOU DIG GRID DATE 08-18-03 FILE NO CRC-03-001 CRC001 -ELEV SUPPORTING 3/8" SOLID CU. STRUCTURE AIR TERMINAL TYPICAL 24" AIR TERMINAL ANDERSON VL-SERIES-Y90 4' STEEL DOOR R=8" MIN. I MOUNTING BASE W/ 4-1/2" BOLTS AND W/ INTEGRAL LOCK WASHERS EXPANSION BOLTS 221ang x 8'high SLIDING GATE 3 STRANDS OF CABLE CLAMP, WROUGHT IRON W/ SOLID METAL BARB WIRE AT ANCHORED TO LAT BACKING OP OF WALL ON STRUCTURE TOP FINISH THE INSIDE #4/0 GROUND 18" GRADE �b 3 STRANDS OF BARB WARE AT B REASE DOWN TO -1- #250MCM GROUND BARBED WIRE O TOP ON THE INSIDE =A� SUPPORT O O GROUNDING DETAIL GRID WIRES vBLOCK WALL BLOCK WALL LIGHTNING AIR TERMINAL STRUCTURE AND SUPPORT PLATE BLOCK WALL N�, S h L EQUIPMENT GROUNDING SIDE & PLAN VIEW FRONT VIEW FLAT CORNER SUPPORT FLAT WALL SUPPORT) WALL SUPPORT) I EQUIPMENT ANCHOR NO' TO SCALE ; BOLTS, BOND ALL �I PLATE W/ 2 BOLTS IN INDIVIDUAL X X SUPPORTS FOOTING RE-BAR PIER 2" BARBED WIRE \ X X—X EXPANSION BOLTS \ 3/4"X10' COPPER BLOCK BLOCK X—X—X WALL /77A WALL X X X B SIDE ASIDE TYPICAL GROUND FINISH GRADE CLAD GROUND ROD `a� O CORNER BARBED WIRE O =�_ SUPPORT v PLAN AT 180 MAN MAN 12" WALL CORNER HOLE HOLE `Q� O SUPPORT PLATE O (TYPICAL) LEAVE 10' i� COMM PB #4/0 CONNECTED TO SLACK FOR SCE GRID 06 INTERFACE �- MAIN #250MCM GRID SEPARATE TAP l� GROUND CADROD TOD APPROVED CONNECTION PULLBOX W/ EXT. -� CONDUCTOR IIS III A FOR GROUND WIRE LOCATED AT CORNER EBR BONDING, R AWHERE SHOWN — JI III GROUND WIRE 10 NOT 10 SCALE CONTINUOUS LOOP #250MCM GROUND DETAIL A SECTION A—AGRID WIRES . . o Li CORNER SUPPORT - X2 I BATTERY)RACK �I@L'I SEE DETAIL A BLOCK WALL �- _ ® LGT -� ♦- -� ANDERSON KS-500 DETAIL-GROUND ROD 6' BARBED WIRE " EXPANSION BOLTS PHIL NOT TO SCALE <A�> I I I I ( SWITCHGEAR GROUND BUS f! iiGROUND WIRE r5+ �B GND"ROD COPPERCLAD HOLDER SEE DETAIL B •. P � • • I BATTERY I I I FINISH i t I I I ' 1 - TYPICAL IN BUILDING #250MCM J i FLOOR 4" MIN. T ( GROUND WIRE • , • --® O AND WALL FOOTINGS ��/� FINISH DIRT GRADE BLOCK WALL 2 ABOVE BOTTOM IS • ® . A CONTINUOUS #250MCM TOP VIEW � BARE COPPER GROUND SERVICE GROUND 4" BENTONITE BACKFILL 2 CORNER SUPPORT PLATE I I I 9 I I WIRE im4lW SUPPORT I I O 18" / NOT TO SCALE GROUND M FOR MAIN A ^ � GROUND GRID 2' BARBED WIRE � LGT I I I BLOCK WALL I R 2 X-X-XX-X I 0 O I I MAIN GROUND SECTION 11111" � X—X—X—X I I I • • 5 ELEVATION PULL BOX #250MCM CU NOT TO SCALE FINISH GRADE x I X—X—X—X - O OR MAN HOLE CON- FROM MAIN SOAK BENTONITE BEFORE BACK FILLING TAINING OVER 600V I x i • • I I I I GROUND GRID xlx al I 4 —— TO SUBSTATION " O GROUND GRID IN - FOOTING , • 3 36" FREE TAIL • � � � O 6" RGS ELEVATION AT 90 WALL CORNER PLAN AT 90 BOND ALL METAL RISER (SIMILAR FOR 1800 CORNER AND WALL CORNER WITH #6 HARD o I I �- DRAWN SOLID SEAL GND CLAMP BY SUBSTATION BUILDING) I fa / f�a O COPPER WIRE 18„ WATER BRONZE H112 ' FINISH GRADE GROUNDING - BLOCK WALL W/ BARBED WIRE -- --� � NOT TO SCALE LGT BBSTATI N �— I I #4/0 TO MAIN . OIL- . 1 I #250MCM GRID M /PB GROUND SCE SWITCH PLATFORM GROUND GROUNDING SYMBOLS TYPICAL 3s FROM NOT TO SCALE (ALSO APPLIES TO S&C 115KV SWITCHER) OUTSIDE BUILDING NOT TO SCALE 10 • #250MCM BARE COPPER GROUND WIRE BURIED AS SHOWN. AND BLOCK WALL CONDUIT BONDING SUBSTATION GROUNDING PLAN NOTE: = 1'-0" CHRISTY G5 CONCRETE NOT T� SCALE ■ CADWELD EXOTHERMIC WELDED CONNECTION. ALL GROUND CONNECTION SCALE: 1/8'' GROUND ROD BOX W/ 1) USE ALL S.S. BOLTS & NUTS. NOT EXPOSED ARE TO BE EXOTHERMIC WELDED CONNECTIONS. CONCRETE LID AND 3/4"X10' COPPER SHEET NOTES. EXTENSION CLAD GROUND ROD XX TYPE OF GROUND TERMINATION, REFERENCE DETAILS THIS SHEET. _ 1) ALL GROUNDING FITTINGS TO BE CAST BRONZE W/ S.S. BOLTS TO STRUCTURES, x1PEBBLE ROCK I =1 GROUND PADS, OR OTHER DEVICES & BE U.L. APPROVED TO MEET ARTICLE 250 N.E.C. GR 3/4" 0' COPPER CLAD GROUND ROD. APPROX. = I 10" DEPTH 2) ALL GROUNDING TERMINATIONS TO BE VIA U.L. APPROVED COPPER GROUNDING 2 GROUND ROD TO HOLE CONNECTIONS AND/OR LUGS. _ NOTES: SEPARATE TAP (r CABLE CONNECTOR. 1) SEE ALSO TOWER STRUCTURE PLANS FOR GROUNDING ON TOWERS. CONDUCTOR BURNDY TYPE 'GK' 1"W x 6"L KEARNY TO FABRIC WHERE SHOWN STEEL DOOR FLEXIBLE 2) USE ONLY U.L. LABELED BRONZE GROUNDING FITTINGS. (TYP) soE COPPER BRAID, HINGE WEAVE WIRE THRU CONTINUOUS LOOP #250MCM GROUND 2 HOLE 3) ABSOLUTELY NO ALUMINUM OR POTTED FITTINGS FABRIC GRID WIRES BLOCK WALL 4) ALL CABLE TERMINATIONS ARE EITHER INTO PROPER BOLTED FITTINGS FENCE POST !' E OR ATTACHED TO GROUND PADS WITH TWO HOLE (NEMA PATTERN COMPRESSION LUGS. CABLE TO POST DETAIL-GROUND WELL 2 HOLE COMPRESSION CONNECTO4 w CONNECTOR. ATTACH 5) ALL MAIN GRID CROSSINGS ARE CAD WELDED WITH 4-WAY CROSS. ANDERSONRTYPE NOT TO SCALE �O CA TO FRAME AND DOOR (CLEAN STEEL BARE) GC-111 CITY ENLARGED DETAIL W/ 2-3/8" SELF II _ #250MCM GND DESCRIPTION OF REVISION DATE �? THREADING S.S. BOLTS -I 11—I # APPROVED: 8 II_I 11= TAPPED FROM GROUND GRID CITY OF RANCHO CUCAMONGA BLOCK WALL STEEL DOOR BLOCK WALL #4/0 PIGTAIL GROUND F W/ DOOR WIRE ATTACHED TO 1' STEEL BASE PLATE HARDWARE BASE WITH LUG SUBSTATION GROUNDING PLAN f 3" GROUNDING - FENCE LOOKING AT STEEL DOOR c T T LL DOOR FROM FRAME FINISH ROCK GRADE NOT TO SCALE U S I A T I O N 1 2 K V U) INSIDE CAD WELD #2/0 BUILDING O FINISH DIRT GRADE GROUND WIRE TO (4) 3/4X36X4 GALVANIZED MAIN GROUND ANCHOR BOLTS GRID CAD WELD #4/0 GROUND WIRE TO ANCHOR BOLT 24" ROUND BY 42" DEEP AND MAIN CONCRETE PIER S A —BUILT AS OF 01/17/05 APPROVED BY: WILLIAM J. O'NEIL, CITY ENGINEER RCE NO.: 24953 GROUND GRID DESIGN PLAN PREPARED BY: GARY R. OLSEN, P.E. RECOMMENDED 3 #6 REBAR SQUARED AND o Underground CA. EE 8283 09-06 SEE ENLARGED TIED TO ANCHOR BOLTS THESE AS—BUILT OR RECORD DRAWINGS HAVE BEEN PREPARED, GRO "I"I DETAIL ABOVE ON THE BASIS OF INFORMATION COMPILED AND Service Alert �� s` JOE PREVENDAR, P.E. AT 12" O.C. IN PART, CONTRACTOR MUST READ SPECIFICATIONS AND DRAWN �� P, CA. EE 16581 03-os SHEET FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE Call: TOLL FREE 4049 N. FRESNO ST. GROUND DETAIL - STEEL DOOR D SUBSTATION AREA LIGHT DETAIL RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE 1 -800-422-4133 INSTALL MATERIAL AS PER SPECIFICATIONS CRT W E«S FRESNO. CA 93726 E-5 OF 22 BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. EwIt E•�ee•q PH: (559) 221-7230 LL NOT TO SCALE NOT TO SCALE Two WORKING DAYS BEFORE You DIG AND/OR PLANS OR AS PER E.P.S. APPROVAL CHECKED FAX: (559) 221-0507 DRAWING NO. GRO DATE 08-18-03 FILE NO CRC-03-001 CRC001 —GND "1 PANEL 'L' TO 11 `L PANEL ' SEL-351 SEL-351 PNL 'L' SEL-351 SEL-351 SECTIONL SYMBOLS (THIS SHEET 120VAC, 40/2 LOW DC 1 PHASE, 240/120VAC 100A XF-MSA PTA PTB XF-MSB 18" BACK SECTION FOR ALL 1"C W/ INPUT PWR LOSS NQOB 100/2 MAIN as as as [86 SEL EQUIPMENT, COMMON ALARM TRIP ONLY SEL 387A SEL 387A PAN W/ TERMINAL BLOCKS, ETC. 2- 8/G D L/RS 3 L/RS L/RS FL/RS CS BREAKER CONTROL SWITCH SEL-351 1.25" PLY CKTS 1,3 202 HTR 1 52-A1 CS 52-A3 CS ABT P 52-B3 CS 52-B1 CS SEL-351 WOOD USE BREAKER CONTROL SWITCH WITH INTERNAL LED PAINTED IN INDICATORS FOR POSITION UNDER as O ss 8 OO as UNDER FRONT BATTERY PANEL f Bf PULL SEL-351 SEL-351 SEL-351 SEL-351 SEL-351 PULL SHELVES & NARE ALL SEL UNUSED R LS REMOTE/LOCAL CONTROL SWITCH CHARGER 1 PHASE, 120VDC, 100A CKTS 2,4 r20/2 HTR 2 SECTION R c e c SECTION REAR DOOR 1/0 TO COMMON SAME AS CS �� as as as as as � � NQOB 100/2 MAIN MAG ^ 4-750MCM = = 0 = 0 4-750MCM IN BACK TERMINAL BLOCKS(S) 3/4"C W/ TRIP ONLY CKT 5 EF#1 PER PHASE FL-/ CS L/RS L/RS 0 L/RS c L/RS L/RS W 0 L/RS CS PER PHASE I 0 TB INSIDE CABINET XX ELECTRICAL BUS OR NODE NUMBER, REFER TO STUDIES, 2_� 20/1 D O D D /ICOMMONI SCHEDULES, AND REPORTS 1 1/4"C W/ ^ 3PH, 3W 52—MA 52—A2 CS 52—A4 CS 52—T CS 52—B4 CS 52—B2 CS 52—MB 3PH, 3W SPARE CKT 6 TBB RECPT. BATTERY 2—#110 20/2 20/1 CT CURRENT TRANSFORMER CLASS 400, METERING ACCURACY / EF # 120VDC, 150AH 20/2 SPARE CKT 7 20 2 SEL-2032 PT POTENTIAL TRANSFORMER, METERING ACCURACY STORAGE BATTERIES CKT 8 — TBB RECPT. 12KV SWITCHGEAR ELEVATION 86 86 DEVICE NTH 4 SPARE SPDT CONTACTS EACH WIRED & ZONE 4 RACK ^— SWGR (SEE SHOP DRAWINGS) 20/1 OUTER TO COMMON TERMINAL BLOCK IN CONTROL SECTION COMPLETE 60/2 1"C W/ CKT 9 BUILDING LIGHTS NEMA 1 G, INDOOR DOOR TWO TIER ALCAD LEAD '� XFP-A' 2-#4 20/1 MAXIMUM DEPTH = 100" SELENIUM BATTERIES 20/2 COMPLETE 'XFP-B' CKT 10 20/1 BATT CHRGR SEE ALSO ATTACHED 20/2 PIONEER DWG 24650OAl -2 SPARE CKT 11 20/1 BUILDING RECPT. 20/2 CKT 12 EMERGENCY LIGHTS HMI CONTAINS SEL SOFTWARE 5040, 5601, 5020 INSTALLED AND PROGRAMMED FOR ACTUAL 12KV SPARE 20/1 BY SEL. SEL TO PROGRAM ALL 351's AND 387's PER ENGINEERS SET POINTS. 20/2 G�l PROVIDE 3 DISK WITH COPIES OF ALL DEVICE FILES AND PROGRAMMING FILES. SWITCHGEAR DETAILS BUILDING LIGHTS CKT 13 20/1 YARD LIGHT POLES UPS SEL TO INSTALL LOOKOUT GRAPHIC SOFTWARE AND PROGRAM INITIAL PAGES. 20/2 0 SEE ALSO SPECIFICATIONS. CKT 14 20/1 YARD RECEPT. PRN 0 (ADD CKT BREAKERS ,� HMI, PRN, UPS BY CITY SEL 203233X344(YYYY) Y=PER SEL SEL 30100002XX AS REQUIRED) CKTS 15,17 'XFP—A' 60/2 SEL 2032 SEL 3010 TELEPHONE LINE CKTS 16,18 6fa2 'XFP—B' MODEM PER CITY BATTERY SYSTEM CKTS 19,2, 3i2 SWGR MAIN SUBSTATION TRANSFORMER SECURE ALL BATTERIES FOR ZONE 4 EARTH QUAKE CKT 20 20/1 SPARE FURNISHED BY CITY. CONTRACTOR CONDITIONS ALONG WITH RACK, SUPPLY ALL CONNECTORS, TO OFF LOAD STRAPS, AND CABLES, AND CONNECT CKT 22 20/1 SPARE SEL 387A SEL 351 A2 SEL 351 A4 SEL 351 B4 SEL 351 B2 SEL 351 MB SEL 351 B2 , SET, ANCHOR, DRESS (ADD CKT BREAKERS SEL 351 Al SEL 351 A3 SEL 351 T I SEL 351 E33 I SEL 351 B1 OUT, AND AID MANUFACTURE IN BATTERY CHARGER =ALCAN SLRF-130-16 WITH COMBINED AS REQUIRED) 387 = SEL 0387AO1134334X FACTOR TESTS. ALARM STATUS CHARGER MONITOR 351 = SEL 031571335942XX (FULL ADDED 1/0) F MAIN TRANSFORMER MAIN SUBSTATION TRANSFORMER r MAIN TRANSFORMER 3-CT 3-CT ; FURNISHED BY CITY. CONTRACTOR ; 3-CT 3-CT lic I 66KV TO OFF LOAD, SET, ANCHOR, DRESS I �� I- 66KV � 1—CT I � OUT, AND AID MANUFACTURE IN 12KV SWITCHGEAR ELEVATION � 1 -CT � L.... ———— — 1) SEL TO INSTALL LOOKOUT SOFTWARE ON HMI DEVICE AND PROGRAM THE FOLLOWING: L— — ——L_ --]7 FACTOR TESTS. � � — ALARM LIST SHOWING A ALARMS A PROTECTIVETRIP FR I K R Y Y L L S S 0 G LL L S ND S OM SEL DEVICES BL N ED STEAD RED ELLOW RTN( ) INTRODUCTORY PAGE FOR SUBSTATION 120V PH-G I 120V PH-G XF-MSA SECONDARY I I BASIC ONE LINE DIAGRAM WITH STATUS (ON/OFF, RACKED IN/OUT) OF ALL BREAKERS XF-MSA SECONDARY 25KVA, 1 PH 3-PT's TBSA 25KVA, 1 PH 3-PT's TBSA 100/�II��� T.B. TB LTC A SHORTING UNDER EACH BREAKER A LAYER OF PAGES SHOWING ALL INSTANTANEOUS DEMANDS FOR KW, KVA, KVAR, & PF, MAX. ^ �� ���II T.B. TB LTC A SHORTING 0 BLOCKS AND MIN. FOR EACH WITH PF WITH DATES AND TIMES RESET EACH MONTH AT USED DEFINED DATES, 15 MINUTE �II� �O BLOCKS _ _ INTEGRATED DEMANDS. STORE ALL MONTHLY DATA GATHERED IN HISTORY FILES. INCLUDE INSTANTANEOUS KWHRS, 100/2 _ _ FUSE FUSE PTA A—B—C—N/G B—N KVARHRS, & PF. INCLUDE A HISTORY FILE FOR SAMPLE OF INSTANTANEOUS KWHRS, KVARS, PF AT A USED DEFINED FUSE FUSE PTA A—B—C—N/G B—NG B—N WYE—WYE T.B. I SAMPLE RATE. PROGRAM A NONRESETTABLE TOTAL FOR KWHRS, KVARHRS, PROGRAM A RESETTABLE TOTAL FOR KWHRS WYE—WYE T.B. GROUNDED _—_� TRIP AND KVARHRS. DEVELOP A MAXIMUM 4 INPUT TREND ANALYSIS APPLICABLE TO ALL HISTORY FILES. GROUNDED ___� TRIP 86D SCE I 86H SCE T B 100A, 240V, 2PDT INSTALL SEL SOFTWARE AS NOTED ABOVE AND PROGRAM FOR ANALYSIS OF ALL 315 AND 387 FEATURES. T.B. ABT, S.N. A.B.T. FORM 941 CONTROLS 86A T— T T SEL 387A 120VDC WITH SYNC ON XFER 86E T— T -g-a- - T SEL 387A 120VDC ACK T BL T.B. BL L/RS 86F T- -T-T.B. / 52-A CS LRS 86B T- -T- SCE TO 2032 E N 52_g SCE TO 2032 / TRIP 'ABT1' L T TRIP 750 52- 750 52- MVA — _T— 86C MVA — fT— 860 MA LABEL ALL 86 DEVICES' MB LABEL ALL 86 DEVICES' AUTO 2000A AUTO 2000A PNL 'L' C B � C.B. 240/120V 1 PH, 3W TYPICAL ALL BREAKERS 120VDC 120VDC 100/2 MAIN TYPICAL ALL BREAKERS 120VDC AS-BUILT AS OF 01/17/05 POSITION = ON/OFF FROM POSITION = ON/OFF TO POWER ALL BREAKER CONTROL (CONTACT EACH 3-CT'S 2_#6� (CONTACT EACH 3-CT'S THESE AS—BUILT OR RECORD DRAWINGS HAVE BEEN PREPARED, STATUS = RACKED 2000:5 - SEL-351 TO 2032 PNL 'B' PROTECTIVE RELAYS, AND POWER STATUS = RACKED 2000:5 --SEL-351 TO 2032 OR UNRACKED MONITORS AND COMM TRANSMITTERS OR UNRACKED IN PART, ON THE BASIS OF INFORMATION COMPILED AND REMOTE CLOSE OPEN ZERO-SEQ PROVIDE ALL FUSED CIRCUITS REMOTE CLOSE OPEN ZERO-SEQ FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE CLOSE/OPEN SEL PER SEL RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE CLOSE -_ -_ A SIDE SWITCHGEAR9 OSE - - BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. TYPICAL ENGRAVED PLASTIC SWITCH 12.00K VSWI TCH 12.00K V NAME TAG ON SWITCH (4" X 2") B SIDE SWITCHGEAR o POSITION INDOOR POSITION INDOOR & STATUS SWITCHGEAR SECURED WITH 4 S.S. SCREWS & STATUS SWITCHGEAR MAIN BUS 2,000 CU AMP 12.00KV, 3 PH. 3W, 750MVA AIC, 2000A, CU MAIN BUS 2,000 CU AMP 12.00KV, 3 PH. 3W, 750MVA AIC, 2000A, CU ORIGINAL� SWI TCH GEAR BID DRAWING 5 RED 1lj 2032 WHITE TO 2032 BLUE TO 2032 YELLOW TO 2032 BLACK TO 2032 YELLOW TO 2032 BLUE TO 2032 WHITE ? 2032 RED TO 2032 SHOWING EQUIPMENT FURNISHED BY °D 120VDC 120VDC �- CONTROL CONTROL 120VDC 120VDC 120VDC 120VDC CONTROL CITY. CONTRACTOR TO OFF LOAD, 52-A1 52-A2 52-A3 52-A4 52-TIE 52-B4 52-B3 52-B2 52-B1 CONTROL CONTROL CONTROL CONTROL CONTROL CONTROL CONTROL CONTROL CONTROL � 52- 52 52- 52- 52- 52 52 52 52 Al T 120VDC A2 T 120VDC A3 T 120VDC A4 T 120VDC TIE T 120VDC B4 T 120VDC B3 T 120VDC B2 T 120VDC B1 T 120VDC SET ANCHOR CONNECT AND AID i L/RS CS L/RS CS L/RS CS L/RS CS L/RS CS FL/RS] CS L/RS CS L/RS CS L/RS CS f f f i 3—CT'S 3—CT'S 3—CT'S 3—CT'S 3—CT'S 3—CT'S 3—CT'S 3—CT'S 3—CT'S MANUFACTURE IN FACTOR TESTS. W 800/400:5 SEL-351 800/400:5 SEL-351 800/400:5 SEL-351 800/400:5 SEL-351 800/400:5 SEL-351 800/400:5 SEL-351 800/400:5 SEL-351 800/400:5 SEL-351 800/400:5 SEL-351 ZERO-SEQ ZERO-SEQ ZERO-SEQ ZERO-SEQ ZERO-SEQ ZERO-SEQ ZERO-SEQ ZERO-SEQ ZERO-SEQ - PER SEL PER SEL PER SEL4 PER SEL PER SEL PER SEL PER SEL PER SEL PER SEL OPEN OPEN — OPEN OPEN OPEN — — OPEN OPEN OPEN OPEN —_ CLOSE — — CLOSE — — CLOSE — — CLOSE — — CLOSE — — CLOSE — — CLOSE — — CLOSE — — CLOSE — — J — — — — — — — — — — — — — — — — — — CITY W SWITCH SWITCH SWITCH SWITCH 2O00A SWITCH SWITCH SWITCH SWITCH DESCRIPTION OF REVISION DATE S WI T C H APPROVED: _ POSITION POSITION POSITION POSITION POSITION POSITION POSITION POSITION & STATUS TYP. VACUUM SNATCH & STATUS TYP. VACUUM SNATCH & STATUS TYP. VACUUM SWITCH & STATUS TYP. VACUUM SWITCH POSITION TYP. VACUUM SWITCH & STATUS TYP. VACUUM SWITCH & STATUS TYP. VACUUM SNATCH & STATUS TYP. VACUUM SWITCH & STATUS TYP. VACUUM SWITCH RATED 750MVA SYM RATED 750MVA SYM RATED 750MVA SYM RATED 750MVA SYM & STATUS RATED 750MVA SYM RATED 750MVA SYM RATED 750MVA SYM RATED 750MVA SYM RATED 750MVA SYM v 1200A 1200A 1200A 1200A 1200A 1200A 1200A 1200A C 1 J Y OF RANCHO C U C A M O N G A 2- 250-750MCM 2- 250-750MCM 2- 250-750MCM 2- 250-750MCM 2- 250-750MCM 2- 250-750MCM 2- 250-750MCM 2- 250-750MCM ie CONNECT 351 INTO OPEN/CLOSE CONNECT 351 INTO OPEN/CLOSE CONNECT 351 INTO OPEN/CLOSE CONNECT 351 INTO OPEN/CLOSE CONNECT 351 INTO OPEN/CLOSE CONNECT 351 INTO OPEN/CLOSE CONNECT 351 INTO OPEN/CLOSE CONNECT 351 INTO OPEN/CLOSE CONNECT 351 INTO OPEN/CLOSE CIRCUIT OF BREAKER USING 351 CIRCUIT OF BREAKER USING 351 CIRCUIT OF BREAKER USING 351 CIRCUIT OF BREAKER USING 351 CIRCUIT OF BREAKER USING 351 CIRCUIT OF BREAKER USING 351 CIRCUIT OF BREAKER USING 351 CIRCUIT OF BREAKER USING 351 CIRCUIT OF BREAKER USING 351 SINGLE LINA. DIAGRAM 0 1/0. WIRE FOR LOCAL/REMOTE 1/0. WIRE FOR LOCAL/REMOTE 1/0. WIRE FOR LOCAL/REMOTE 1/0. WIRE FOR LOCAL/REMOTE 1/0. WIRE FOR LOCAL/REMOTE 1/0. WIRE FOR LOCAL/REMOTE 1/0. WIRE FOR LOCAL/REMOTE 1/0. WIRE FOR LOCAL/REMOTE 1/0. WIRE FOR LOCAL/REMOTE OPEN/CLOSE THRU 351. WHEN OPEN/CLOSE THRU 351. WHEN OPEN/CLOSE THRU 351. WHEN OPEN/CLOSE THRU 351. WHEN OPEN/CLOSE THRU 351. WHEN OPEN/CLOSE THRU 351. WHEN OPEN/CLOSE THRU 351. WHEN OPEN/CLOSE THRU 351. WHEN OPEN/CLOSE THRU 351. WHEN SUBSTATION 1 2 K U BREAKER ON 351 REMOTE BREAKER ON 351 REMOTE BREAKER ON 351 REMOTE BREAKER ON 351 REMOTE BREAKER ON 351 REMOTE BREAKER ON 351 REMOTE BREAKER ON 351 REMOTE BREAKER ON 351 REMOTE BREAKER ON 351 REMOTE N DISABLE LOCAL CS DISABLE LOCAL CS DISABLE LOCAL CS DISABLE LOCAL CS DISABLE LOCAL CS DISABLE LOCAL CS DISABLE LOCAL CS DISABLE LOCAL CS DISABLE LOCAL CS V1 _J m z z (ALREADY AWARDED) SYSTEM ONE LINE DIAGRAM APPROVED BY:co RCE DATE:N0.: 24953 WILLIAM J. O'NEIL, CITY ENGINEER N DESIGN PUN PREPARED BY: GARY R. OLSEN, P.E. RECOMMENDED 3 Underground CA. EE 8283 09-06 o GRO `�` 'Uffl f JOE PREVENDAR, P.E. 8 Call: FIertREE CONTRACTOR MUST READ SPECIFICATIONS AND DRAWN P. � SHEET CA. EE 16581 03-06 .: E. NIC. S. 4049 N. FRESNO ST. INSTALL MATERIAL AS PER SPECIFICATIONS CRT v FRESNO, CA 93726 EL- 1 OF 22 1 —800-422-4133 «c«� o Ekdocd Ee�eniq PH: (559) 221-7230 CHECKED FAX: (559) 221-0507 DRAWING NO. Two WORKING DAYS BEFORE You DIG AND/OR PLANS OR AS PER E.P.S. APPROVAL GRO DATE 08-18-03 FILE NO CRC-03-001 CRC001 —SL 8 7 6 S 4 3 2 1 SHIPPING PUT SHIPPING PUT SHIPPING PLIT —T—SHIPPING PUT SHIPPING PUT -SHIPPING FLIT I J K LEGEND & SYMBOLS : A B C D E F G H N1 O N N50 3A N7 O N9 D N11 — N120 N14 N16 O CS - CIRCUIT BREAKER CONTROL SWITCH 3 D D 6A D 9A N18 2A 4A 5A 7A 8A o Neo 0 11 1A — 1 1 10A 1 - 1 - - - - - O 52—B3 1 - 1 52—Bl CT — CURRENT TRANSFORMER 8-1 8-lA 0 52 Al 1 - 1 52—A3 � „ „ � 1-lA 8-1 8-lA Q Q Q Q FU — FUSE O O FDR BKR 1-lA FDR KR F � PTA O 1-lA FDR BKR 1-lA FDR BKR I PNL L I � O D B � PTB � � — F 26-2 O I 45-1 I 26-2 N2 NAMEPLATE NO.2 (SEE NAMEPLATE SCHEDULE) COMPARTMENT O COMPARTMENT 26 2 PPS PIONEER POWER SYSTEMS =N18 O o N20 I 4 _ I O o N24 o N22 (3) 12000/120V 6 1 (3) 12000/120V PTA POWER TRANSFORMER LOA SIDE A I I D I E BUS SPA - - - - - - - _ - - - - - - - - - - CE =N13- - - - ESEL351—A1 SEL351 A3 i I SEL351—B3 SEL351-81 =N14 SPACE PTB - POWER TRANSFORMER, LOAD SIDE BUS B oN12 oN12 L — — — — J oN12 oN12 N26 N28 N32 N30 XF-MSA - CONTROL POWER TRANSFORMER LOAD SI A SEL387A-BUSA SEL387A-BUSS DE BUS O R ® ["R ® N43 N44 N45 N46 o O ® o Q R O XF—MSB — CONTROLPOWER TRANSFORMER, LOAD SIDE BUS B N35 N36 N37 N38 6T CS 3L 6T CS 3L 6T CS 3L 86T CS 3L N39 N40 N41 N42 0 0 0 0 0 O Q © © ® 0 BUS o 0 0 0 0 ® - RED INDICATING LIGHT, BKR CLOSED 29-1 21-1 24-1 - 21-1 24-1 21-1 21-1 29 1 - - 86T 86T 86T 86T 29 1 - 6T 86T 86T 86T O 0 _ 29 1 _ G ® ❑ ❑ ❑ � 50-1 TRANSITION O 24 1 0 24 1 ❑ ❑ ❑ ❑ O GREEN INDICATING LIGHT, BKR OPEN n O 95 CONTROL © WHITE INDICATING LIGHT, LOCAL/REMOTE N2 D B N40 oN12 2B N6O 3B 29-1 N8 O 4A 29_1 oN12 N100 58 SECTION N130 7B N15 0 8B N17 0 9B N19 0 10B N23 29-1 N27 N29 0 N34 N23— 29-1 N33 O oN12 oN12 oN12 21-1 — CODE NUMBER ON BILL OF MATERIALS a =N12 =N12 a 29-1 Q Q R ® C� Q R W C� O R I Q C� Q R ® Q 0 Q R Q N31= Q R O Q R a O N19 — BLACK 2 X 8 MAIN NAMEPLATE, SEE NAMEPLATE SCHEDULE 21-1 CS 3L 86T CS 3L © CS 3L S6T CS 3L 86T CS 3L 6T CS 3L CS 3L 24-1 =N16 1-1 =N19 1-1 oN21 1-1 =N15 1-1 oN25 1-1 oN23 1-1 =N17 SEL351-7 — OVERCURRENT PROTECTION RELAY TYPE 351-7, SEL SEL387A — CURRENT DIFFERENTIAL AND OVERCURRENT RELAY TYPE 387A, SEL E — — — — — — — — — — SEL351—MA SEL351—A2 SEL351—A4 SEL351—T SEL351—B4 E51 L351-B2 SEL351-MB — — _ _ _ _ _ _ _ _ E 9-1 8-lA 9-1 8-lA 43LR — SELECTOR SWITCH, 2 POSITION, MAINTAIN CONTACTS, 'LOCAL—REMOTE' XF-MSA 26-1 24-1 26-2 24:1-1 26-2 24-1 26-1 24-1 26-2 24-1 26-2 24-1 26-1 XF-MSB 52—A2 — VACUUM BREAKER, 15KV COMPARTMENT COMPARTMENT 86 — TRIP AND LOCKOUT RELAY, ELECTROSWITCH LOR, 5 DECKS 25KVA 1 - 1 - 0:2) _ !E 2 1 - 1 E�) 1 -2 _ 1 -2 25KVA PNL 'L' — PANELBOARD 'L', MEMA 1 ENCLOSURE 240/120VAC 103W 10KAIC Q 52 MA 52 A2 0 52—A4 � 0 52-1134 � � 52—TIE � � 52 82 52—MB D 0 � 12470/240- 120V 1—lA MAIN A 1-2A FDR BKR 1-2A FDR BKR 1-lA TIE BKR 0 1-2A FDR BKR 1-2A FDR BKR 1-2A MAIN 12470/240- 120V MCB - MOLDED CASE CIRCUIT BREAKER, 100A, 2P, 240VAC, 10KAIC oB O ABT — AUTO BUS TRANSFER SWITCH 36” 36" 36" 36" 36" 18" 36" 36" 36" 36" 36" 198" 180" UNIT 1 UNIT 2 UNIT 3 UNIT 4 UNIT 5 UNIT 6 UNIT 7 UNIT 8 UNIT 9 UNIT 10 UNIT 11 ENCLOSURE 2500 LBS ENCLOSURE 2500 LBS ENCLOSURE 2500 LBS ENCLOSURE 2500 LBS ENCLOSURE 2500 LBS ENCLOSURE 2500 LBS ENCLOSURE 2500 LBS ENCLOSURE 2500 LBS ENCLOSURE 2500 LBS ENCLOSURE 2500 LBS BRK LBS BRK LBS BRK LBS BRK LBS BRK LBS BRK LBS BRK LBS BRK LBS BRK LBS BRK LBS RELAY LBS RELAY LBS RELAY LBS RELAY LBS RELAY LBS RELAY LBS RELAY LBS RELAY LBS RELAY LBS RELAY LBS D CT LBS CT LBS CT LBS CT LBS CT LBS CT LBS LBS LBS LBS LBS D PT LBS PT LBS PT LBS PT LBS PT LBS PT LBS LBS LBS LBS LBS 107. 250 LBS 107 250 LBS 107 250 LBS 10% 250 LBS 107. 250 LBS 107 250 LBS 107 250 LBS 107. 250 LBS 107. 250 LBS 107 250 LBS TOTAL 2750 LBS TOTAL 2750 LBS TOTAL 2750 LBS TOTAL 2750 LBS TOTAL 2750 LBS TOTAL 2750 LBS TOTAL 2750 LBS TOTAL 2750 LBS TOTAL 2750 LBS TOTAL 2750 LBS SECTIONS TOTAL ESTIMATED WEIGHT SWITCHGEAR ELEVATION VIEW LBS 1-4 & XFMR ?????? N11 N2 N3, N4 N5, N6 N7, N8 N9, N10 N11 N127 N13 N14, N15 N16, N17 N181 N19 N20 f � •�' — r' MAIN SUBSTATION TRANSFORMER i i i i i i i i i i 8„ 8„TV FURNISHED BY CITY. CONTRACTOR 12SS1 cTO OFF LOAD SET ANCHOR DRESS C 4 8 8 ' ' ' 8" OUT, AND AID MANUFACTURE IN FACTOR TESTS. 10" 16" 10" RECOMMENDED CONDUIT ENTRY 98" (BOTTOM) Q AS-BUILT AS OF 01/17/05 g THESE AS—BUILT OR RECORD DRAWINGS HAVE BEEN PREPARED, IN PART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE B RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE B BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. W 22" 8" 0 5 8 —�— N IVI IVI I\/l I\/I IVI IVI IVI IVI IVI IVI IVI IVI I\/I IVI IVI IVI IVI I\/I I \\// I 7? /\ SWITCHGEAR FURNISHED BY 2 Inl�— Inl Inl�— �— Inl Inl�_ —Inl Inl�— —I/11 Inl�— I/\I I/\I�— —InI I/11�— —Inl Inl�— —InI I/\I�— —I/11 I I 18 U) �,-�'�__ _ \���,�; CITY. CONTRACTOR TO OFF LOAD, SET, ANCHOR, CONNECT, AND AID N L MANUFACTURE IN FACTOR TESTS. 0 UNIT 1 UNIT 2 UNIT 3 UNIT 4 UNIT 5 UNIT 6 UNIT 7 UNIT 8 UNIT 9 UNIT 10 UNIT 11 J SWITCHGEAR PLAN VIEW P.P.S IS A MEMBER OF NATIONAL ELECTRICAL r o w E R 0 [a MANUFACTURERS ASSOCIATION S Y s T E M s , i N C. PIONEER POWER SYSTEMS Inc. PROPRIETARY AND CONFIDENTIAL INFORMATION THIRD ANGLE PROJECTION DRAWN 1 T DATE 07111103 CITY OF RANCHO CUCAMONGA A This document is the property of Pioneer Power Systems Inc. and contains proprietary information of PPSI. This document is loaned on the express A that neither it nor the information contained therein shall be disclosed to others without the express written consent of PPSI, and that 10500 CMC CENTER DRIVE the information shall be used b the recipient only as a roved expressly b PPSI . This document shall be returned to PPSI upon its request, CHECKED: Y Y P Pr Y Y . 3 This document may be subjeff to certain restrictions under U.S. export control laws and regulations. RANCHO CUCAMONGA, CA. 91730 PROJECT ENR, TT DATE 07/11/03 12KV CLASS METALCLAD SWGR., NEMA 1 ENCLOSURE 8 I'I MECHANICAL ENR. ELEVATION VIEW A INITIAL RELEASE TT 07/11/03 APPROVED DATE SIZE CAGE NO DWG ND 24650OAl -2 (EPS MODIFIED) D 2 R 9 3 3 CONTR NO 15479 LL LTR REVISIONS/DESCRIPTION DATE APVD LTR REVISIONS/DESCRIPTION DATE APVD 1[ LTR REVISIONS/DESCRIPTION DATE APVD HEAD, ENGINEERING SCALE NONE CAD FILE 246500A1-2 SHEET 10 OF 22 8 1 7 6 1 5 4 1 3 I 2 1 1 a0&/ N M W i 8 _ h La � z M.H. SD n 1309 z Bench 181 L. V m LJ -w ❑Traffic Bollard N 59'46'15". E 4.00' N 89'46'15' E 399.53' e0 ✓� CITY TO SAW.= 4 R04 VE ANY 4 ALL ITEMS 1'ECESSARY TO 92 PROVIDE APPROPRIATE VEHICLE AC6E55 TO SUI55TATION, GOOK VV CITY. 18? °pollard — o ° o _14- g 8 8 8 79 •` GAP OFF (E) MATER MAIN • V EXTENT OF DEMOLITION SEE A/92.1 FOR ° g ° AREA 4 REMOVE OVEREXCAVATION e . - th 81 INFO. °Q S.C.E.O 8'4ch t N, O o e o �_---- ---- .n :rtb,�o-r/r�rals --__ __----- - th 4mir"izfiyjj I:= Tref Bench a e Trof Ic I _A..� A W.V. 1 W W ► < x x K ,X >C k �c. X .ter- < x - 4 p S.C.E. Vault i i �xw x 11 r� �L,` ,-f r. y x , y.X ;. `� GAP OFF (1F.� WAT82 MAIN • EXTENT ❑ n ^ p �x < C �x �r<.z x hX�Jc�c,�" �} ��xxXXx�v(y` �yy � � OF DEMOLITION AREA 4 1RJaA VE ,\ X X x4 } x - _ .I � - 'p. •{�-+��1�� . r � h X X >,/` h�/-lc-). a. Y aE �r ®��� f. . - - Il Bollard Bollard o �� n �,>,� } EXTENT OF DEMO ,1. �Ij.,,� 'fi �`� .- .+r •- WORK, VERIFY `Xk�' YV/ ELECT. 176 xX x u� i. 1 f 7 X ��d > �- SD M.H. — i c� L,"111� 411111, wit o I r� �. �x x Kx rd -Vac.O " ', � �� ..._ 1 °Bol p L V-1101-C.V. X s f ° 1 S.C.E. N 8 46'15" E 1.58' N 89'46'15' E 931.58' 'SAI'iGUT, RCMOVE, 4 DISPOSE OF- SITE UTILITIES, 51TE UTILITY BOXES, ABANDONED EXISTING UTILITY SERVIGE5, ABANDONED EXISTING LIGHT POLE FOOTINGS, ASPHALTIC CONCRETE PAVANS, ASPHALTIC CONCRETE PAVING BASE ROCK, EXISTING CONCRETE WALKS, EXISTTN6 CONCRETE CARBS, EXISTING CONCRETE MOWSTRIPS, EXISTING VEGETATION INGLUDINS: TRIMS, BUSFES 4 ROOT SYSTEMS. SALVAGE 4 RETURN TO THE OWNER ALL SITE IRRIGATION. CAP ALL. SITE IRRIGATION 4 UTILITIES ADJACENT TO 4/OR GROSSING INTO THE DEMOLITION AREA. IDENTIFY 4 COORDINATE NNTH THE OWNER THOSE SITE RM6PATION AND UTILITY SYSTEMS CITY NEEDING TO BE REROUTED AND OPERATIONAL. DESCRIPTION OF REVISION DATE APPROVED: AC MrE CITY OF RANCHO CUCAMONGA � c� fE�l(P{RES6 DEMOLMON SITE PLAN AS—BUILT AS OF 01/17/05 3-31-06 a A 1"=20'-Om P SUBSTATION 12KV THESE AS—BUILT OR RECORD DRAWINGS HAVE BEEN PREPARED, q� of IN PART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BROOKS RANSOM ASSCOATES BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. SM"TURAL ENUMEM DATE: Q aw ENGINEERS APPROVED BY: RCE NO.: 24953 7415 N. PALM AVE. SU11E 100 a WILLIAM J. O'NEI CITY ENGINEER U FRESNO, CALIFORNIA 93711 m DESIGN PLAN PREPARED BY: GARY R. OLSEN, P.E. RECOMMENDED oUndergroundCA. EE 8283 09-06 o Al. !�` OIfq JOE PRE EN AR03-06 N Service Alert CTOR READ RCA 1 IONS AND DRAWN �\ P, f� EE SHEET Call: TOLL FREE 4049 N. FRESNO ST. 0 MISTALL MATERIAL AS PER SPECIFICATIONS . 1-800-422-4133 ��W.w�q FRESNO, CA 93726 C11 OF CHECKED FAX: (559) 221-0507 DRAWING NO. Ph AND/OR PLANS OR AS PER E.P.S. APPROVAL PH: 559) 221-7230 TWO WORKING DAYS BEFORE YOU DIG A- DATE 9Q-11-03 FILE NO CRC-03-001 C �/i� s P m O 8� _N 0 j I i j I i � f M.H. Be181 1309 nch C. a � LEDGEND T tfi TR = TOP OF ROCK ❑Traffio � � • Bollard ' F6 • FINISHED GRADE / TC • TOP OF EXISTING C JR5 FF ■ FINISHED FLOOR j TOG a TOP OF CONCRETE E6 ■ EXISTING GRADE ' \ 6L a EXISTING GUTTER LIP j ( 7eZ BollardV. N' .. . Ate, J -r- ° ° a g Can _14- uUJL ALL (N) SURFACE TREATMENT OUTSIDE � t ADJACENT TO 15 BY F c OTHERS. MATCH (� CONTOURS AND (W 6" GMU WALL DRAINA6E PATTERN5. L SEE PON. PLAN 8 h' S.C.E. k o B th ° eA ® �`G+ �■ ( ASPHALT ° TO REMAIN Ni r ?rpffl� VoUtt, -_. fGI 1N. _ ._ �., • 8 4" A/C OVER 6" CLA55 II A66.-�� 6'-0" TALL CHAIN LINK . S.C.E. Voult BASE OVER qft CAS. PROVIDE I FENCE, GOOK. W/ ELEG. ° RWD. HEADER AT PERIMETER. - - - -STAIR, TYP. ° o • , 11 RAIL, TYP. LANDiNb, TYP. BollardBollard° q-D E40- f 4" OF CLASS 11 A". BASE TYP. ` R 178 ° —� A> i a M.H. wt LAND I N6, TYP. rd RAIL, TYP. - _0C.0 ° STAIR, TYP. °Bol ° V.❑❑LC.V. µ y. S.C.E. V ! ° O 1 � . VERIFY/COORD. W/ xE THE I LOCATION(5) OF i ELEG. PRIOR TO ANY ! j CONSTR ,"TION. REVISED SUBSTN &RAGES TO PROV. IS SLOPE 1IOCT05 SITE GRADING PLAN COORDINATE EXTENT OF OVER EXCAVATION CITY A PER DETAIL 12/512 AT SCE AREA WITH SCE DESCRIPTION OF REVISION DATE APPROVED: 1 = 20'-0" REPRESENTATIVE. YE CITY OF RANCHO CUCAMONGA R NO.S2386 AS-BUILT AS OF 01/17/058 P SUBSTATION 12KV THESE AS—BUILT OR RECORD DRAWINGS HAVE BEEN PREPARED, �q� IN PART, ON THE BASIS OF INFORMATION COMPILED AND of FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BROOKS RANSOM ATES DATE: BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. iMpAl,,,m 12 APPROVED BY: OW LNJ RCE NO.: 24953 7415 N. PAIN AVE. WIE too O WILLIAM J. 0 NEI CITY ENGINEER "MVM. CALFORMA 13711 DESIGN PLAN PREPARED BY: GARY R. XSEN, P.E. RECOMMENDED Underground AL CA. EE 8283 09-08 Service Alert CONTRACTOR MUST READ SPECtFICATiONS AND DRAWN `�!` 'P F� f! CDAR, P.E. SHEET 0011: TOLL FREE s CA. EE 18581 03-0e W E. MIC S. N 4049 N. FRESNO ST. 41.2 OF FWAL.L MATERIAL AS PER SPECHCATIONS FRESNO CA 93726 1-800-422-4133 � PH: (559) 221-7230 TWO WORKING DAYS BEFORE YOU DIG AND/OR PLANS OR AS PER E.P.S. APPROVAL CHECKED FAX: (559) 221-0507 DRAWING NO. DATE 08-11-03 FILE NO CRC-03-001 �� F MANSION AOR 6 �D MANSION 1• MAXIMUM ALLOWABLE SOIL BEARING PRESSURE IS AS FOLLOWS: A.B. ANCHOR BOLT E.N. EDGE NAILING PL. PLATE 1. DETAILS AND NOTES ON TYPICAL SHEETS SHALL APPLY UNLESS SPECIFICALLY SHOWN WASHER SCHEDULE D _ FOUNDATIONS SHALL BEAR ON ENGINEERED FILL ADJUSTABLE ELEV. ELEVATION PENNY(d) NAILS OTHERWISE. DETAILS OF CONSTRUCTION NOT FULLY SHOWN SHALL BE OF THE SAME A MINIMUM OF 18" BELOW ADJACENT GRADE OR FINISHED ABV. ABOVE ENGR. ENGINEER PLYWD. PLYWOOD NATURE AS SHOWN FOR SIMILAR CONDITIONS. TYPICAL DETAILS ARE AT NO SCALE. BOLT STEEL PLATE MALLEABLE IRON P4 GRADE. MAXIMUM ALLOWABLE BEARING CAPACITY SHALL BE: A.C.I. AMERICAN EQ. EQUAL P.S.F. POUNDS PER J = BAR DIAMETER ` 2. DO NOT SCALE STRUCTURAL DRAWINGS. IF DIMENSIONS OR DETAIL ARE NOT CLEAR, OR SIZE SQUARE ROUND CONCRETE EQUIP. EQUIPMENT SQUARE FOOT DISCREPANCIES EXIST ON THE DRAWINGS OR SPECIFICATIONS, CONTACT THE ENGINEER. INSTITUTE EXIST E EXISTING P.S.I. POUNDS PER CONTINUOUS FOOTINGS 000 PSF E = 2 O " " » " " D FINISHED INSIDE BEND DIA. h 1 2 0 2 x 1 4 2 1 2 x 1 4 4 t - A.I.S.C. AMERICAN EXP. EXPANSION SQUARE INCH 3. SEE MECHANICAL, ELECTRICAL, AND/OR ARCHITECTURAL DRAWINGS FOR LOCATION AND / / / / PAD FOOTINGS 2000 PSF Q / 5/8"0 2 1/2- x 1/4- 2 3/4" x 5/16- 2 1/2" N. D - 6 b FOR *3 THROUGH *6 INSTITUTE OF FIN. FINISH PRESS. PRESSURE SIZE OF PIPES, CONDUITS, FLOOR DRAINS, VENTS, DUCTS, DRAIN LEADERS AND D = 8 FOR *A *10 AND *11 PER SOILS REPORT PREPARED BY KLEINFELDER, INC., REPORT NO. 31753 STEEL CONSTR. F.N. FIELD NAILING R. RADIUS OTHER SIMILAR OPENINGS NOT INDICATED ON THE STRUCTURAL DRAWINGS. 3/4"0 3" x 5/16" 3" x 3/8" A.S.T.M. AMERICAN SOCIETY FLR. FLOOR REINF. REINFORCING D = IOD FOR *14 AND *IS 9O-'DEQ DATED JULY 11, 2003. FOR TESTING FTG. FOOTING READ. REQUIRED 4. SEE MECHANICAL, ELECTRICAL AND/OR ARCHITECTURAL DRAWINGS FOR EMBEDMENT OF 7/8"0 3 1/2" x 5/8" 3 1/2" x 7/16" �� b BOLTS, ANCHORS AND OTHER MISCELLANEOUS EMBEDDED ITEMS NOT SHOWN ON do MATERIALS FDN. FOUNDATION RM. ROOM w w w w w STRUCTURAL DRAWINGS. 1 0 3 3/4 x 7/16 4 x 1/2 DIMENSION OF STANDARD 150-DEG DIMENSION OF STANDARD 40-DE ARCH. ARCHITECTURAL) FRMG. FRAMING SCHED. SCHEDULE » 5. THE DESIGN, FABRICATION w w DES G AND CONSTRUCTION SHALL COMPLY WITH THE CALIFORNIA BAR HOOKS, ALL GRADES HOOKS, ALL GRADES 1 1/8 0 4 x 7/16 4 1/2 x 9/16 I 2. MAXIMUM SIZE AGGREGATE SHALL BE AS FOLLOWS: BM. BEAM GA. GAUGE SHTG. SHEATHING SIZE CODE OF REGULATIONS TITLE 24. w BOAR V. GALVANIZED HT. A OR G J D A OR G D SLAB ON GRADE: 1 BD D GAL GAL ED S SHEET 1 1/2-0 4 1/4" x 1/2" 5" x 5/8" FOOTINGS: 1 1/2" BLK. BLOCK G.L.B. GLUE LAM BEAM SIM. SIMILAR 6. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. *3 5" 3" 2 1/4" b" 2 1/4" BLKG. BLOCKING GRD. GRADE SPEC. SPECIFICATION UNLESS OTHERWISE SHOWN, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. BOT. BOTTOM H.D. HOLDOWN STGR. STAGGER THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND HE SHALL BE SOLELY *4 b" 4" 3" 8" 3" BLDG. BUILDING HGR. HANGER STD. STANDARD RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AN WASHER SCHEDULE *5 '7" 5' 3 3/4" 10" 3 3/4" CLG. CEILING HDR. HEADER STL. STEEL PROCEDURES. IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, 3. MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AT 28 DAYS SHALL BE AS FOLLOWS: CLR. CLEAR HT. HEIGHT STIFF. STIFFENER THE CONTRACTOR WILL SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE 9 ---- - - - -- - - ---- - ----- - *6 8" b" 4 1/2" 1'-0" 4 1/2" COL COLUMN HORIZ. HORIZONTAL STRUCT. STRUCTURAL JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE *'1 10" 1" 5 1/4" 1'-2" 5 1/4' 3000 PSI........................FOOTINGS & SLAB ON GRADE C.M.U. CONCRETE IN. INCH SQ. SQUARE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO MASONRY I.D. INSIDE DIAMETER SYM. SYMMETRICAL NORMAL WORKING HOURS. 32 VIA's 32 01 A's *8 II" 8" b" 1'-4" b" UNIT INT. INTERIOR THK. THICK 7. THE DUTY OF THE ENGINEER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR' -- 4. ALL DIMENSIONS SHOWN FOR LOCATION OF REINFORCING STEEL ARE TO FACE OF C.J. CONSTRUCTION JST. JOIST U.B.C. UNIFORM *al I'-3" II 3/4' 9 1/2" I'-'i" aTOI1/2' BAR AND DENOTE CLEAR COVERAGE. UNLESS SPECIFICALLY NOTED, CONCRETE JOINT LAM. LAMINATED BUILDING PERFORMANCE IS NOT INTENDED INCLUDE REVIEW OF THE ADEQUACY OF THE COVERAGE SHALL BE AS FOLLOWS: CONTRACTOR'S SAFETY MEASURES N, ON, OR NEAR THE CONSTRUCTION SITE. _32 VIA's Ib DIA s < ? *10 I'-5' I'-I I/4" 10 3/4" I'-t0" 103/40 CONC. CONCRETE LT. WT. LIGHT WEIGHT CODE - CONN. CONNECTION M.B. MACHINE BOLT U.N.O. UNLESS 8. ANY SUPPORT SERVICES PERFORMED BY THE ENGINEER FIELD REPRESENTATIVES DURING Q " CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH:........................3 CONSTR. CONSTRUCTION MAS. MASONRY NOTED CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION a . n *II I'-'T' I'-2 3/4' 12" 2'-0" 12" CONCRETE EXPOSED TO EARTH OR WEATHER: NO. 6 THROUGH NO.18 ............2" ' ( ) CONT. CONTINUOUS MAX. MAXIMUM OTHERWISE SERVICES WHICH ARE FURNISHED BY OTHERS. THESE SUPPORT SERVICES PERFORMED *14 2'-3" 1'-aI 3/4" 18 1/4' 2'-7" 16 1/4" (NO. 5 AND SMALLER).........1 1/2- DEMO. DEMOLISH MTL. METAL VERT. VERTICAL BY THE ENGINEER WHETHER PERFORMED PRIOR TO, DURING, OR AFTER COMPLETION OF *18 3'-0' 2'-4 I/2" 24" 3'-5" 24" DET. DETAIL MIN. MINIMUM WT. WEIGHT CONSTRUCTION ARE PERFORMED SOLELY FOR THE PURPOSE OF ASSISTING IN QUALITY ° CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: DIAG. DIAGONAL N.T.S. NOT TO SCALE W.W.F. WELDED WIRE CONTROL AND IN ACHIEVING CONFORMANCE WITH CONTRACT DRAWINGS AND SPECIFICA- a *3 TO *5 SLABS, WALLS AND JOISTS: NO. 14 AND NO.18)...........1 1/2- DIA. (0) DIAMETER NO. or NUMBER FABRIC TIONS, BUT THEY DO NOT GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL NOT 11 AND SMALLER)..........3/4" DIM. DIMENSION O.C. ON CENTER W.W.M. WELDED WIRE BE CONSTRUED AS SUPERVISION OF CONSTRUCTION. ANY SUBSTITUTIONS FOR bc6 OR D = BEND DIAMETER DBL DOUBLE O.C. OPENING MESH STRUCTURAL MEMBERS HARDWARE OR DETAILS SHALL BE REVIEWED BY THE ARCHITECT N 2 1/2" MIN. BEAMS AND COLUMNS:...................................................................................1 1/2" AND STRUCTURAL ENGINEER. SUCH REVIEW WILL BE BILLED ON A TIME AND MATERIALS M SHELLS AND FOLDED PLATE MEMBERS: NO. 6 AND LARGER .. » DWG. DRAWING OPP. OPPOSITE W.F. WIDE FLANGE . a ( ) ••••••••••• 3/4 BASIS TO THE GENERAL CONTRACTOR WITH NO GUARANTEE THAT THE SUBSTITUTION WILL EA. EACH O.D. OUTSIDE DIA. W/ WITH *b TO *6 i00 (N0. 5 AND SMALLER)............ 1/2m BE ALLOWED. • a • Iib HOOK n HOOK i i PLACE REINF. AT MID-THICKNESS FOR SLABS ON GROUND 9. ALL WORK SHALL CONFORM TO THE LATEST APPLICABLE CONSTRUCTION SAFETY REQUIRE A OR 6 i i A OR 6 i i 5. ALL SPLICES IN CONTINUOUS REINFORCEMENT OR REINFORCING AS USED IN WALLS, MENTS OF O.S.H.A. AND ANY OTHER GOVERNMENTAL ENTITY HAVING JURISDICTION. it II FOOTINGS ETC. SHALL HAVE A MINIMUM LAP AS SPECIRIED IN DETAIL 12/S1.1. 32 DIA's 32 DIA's Ib VIA's 61� " , = SPLICES IN ADJACENT BARS SHALL NOT BE LESS THAN 4'-0" APART. VERTICAL WALL 12" MIN. JA 2 1/2 I BARS SHALL BE SPLICED AT OR NEAR FLOOR LINES. BARS MAY BE WIRED TOGETHER ABBREVIATIONS GENERAL NOTES Z MIN. � ---_.,---__-- AT SPLICES OR LAPS EXCEPT FOR TOP REINF. OF BEAM AND SLABS, OR WHERE p Q Zp 0 SPECIFICALLY DETAILED TO BE SEPARATED. •° n • , I' I. _J J J 6. CONCRETE SHALL NOT BE DROPPED THROUGH REINF. STEEL (AS IN WALL) SO AS TO � u CAUSE SEGREGATION OF AGGREGATES. IN SUCH CASES, HOPPERS AND VERTICAL 1. ALL BUTT WELDS SHALL BE COMPLETE PENETRATION WELDS. -STEEL . �L- 1 ' -NATIVE SOIL 17 CHUTES OR TRUNKS SHALL BE USED. CHUTES OR TRUNKS SHALL BE OF VARIABLE 2. ALL WELDING OF STRUCTURAL STEEL MEMBERS SHALL BE DONE BY CURRENTLY Q D IN D LENGTHS SO THAT FREE UNCONFINED FALL OF CONCRETE SHALL NOT EXCEED CERTIFIED WELDERS AND DONE IN CONFORMANCE WITH THE A.I.S.C. AND A.W.S. FIVE (5) FEET AND SUFFICIENT NUMBER SHALL BE USED TO INSURE THE CONCRETE SPECIFICATIONS. NO WELDING PERMITTED ON MEMBERS SUPPORTING LOADS. *'3 MIN. T'I'P. BEING LEVEL AT ALL TIMES. -MASONRY -ENGINEERED FILL a o Z 3. WHERE THE CONTRACTOR REQUEST WELDING TO BE USED IN LIEU OF BOLTED BEAM BEAM BEAM 7. HORIZONTAL CONSTRUCTION JOINTS SHALL HAVE ENTIRE SURFACE REMOVED TO CONNECTIONS SUCH WELDING SHALL BE DONE ONLY WITH THE ENGINEERS PRIOR EXPOSED CLEAN AGGREGATE SOLIDLY EMBEDDED. APPROVAL. ANY TESTING AND/OR INSPECTION THE ENGINEER MAY DEEM NECESSARY h 4' TO BE ASSURED OF THE QUALITY OF SUCH WELDING SHALL BE DONE AT THE •:•:•>•. 90-E)M �-pEG �-C)M 8. ALL STEEL COLUMN "BASE PLATES AND STEEL BEAMS BEARING ON CONCRETE SHALL CONTRACTORS EXPENSE. :�:�e�o�o�o�oeo�a���e�o� -AGGREGATE -GROUT IjiBEAR UPON 1 1/2- DRYPACK AND LEVELING NUTS EXCEPT AS NOTED OTHERWISE. • 4. ASTM A-325N BOLTS SHALL BE USED UNLESS OTHERWISE NOTED. STF�UP HOOKS C un RPM 9. WHERE STEEL MEMBERS BEAR IN CONCRETE OR MASONRY WALLS, OPENINGS SHALL (TIE BENDS 51MILA .) BE DRY-PACKED AFTER STEEL IS IN PLACE. 5. HOLES PUNCHED OR DRILLED IN BEAMS SHALL BE AS FOLLOWS UNLESS NOTED REINF. LAPS CONIC. WALL OTHERWISE ON THE DRAWING: HOLES FOR BOLTS SHALL BE 1/16" LARGER THAN . 10. CONTRACTOR SHALL SUBMIT PROPOSED POUR SCHEDULE FOR ENGINEERS APPROVAL -WOOD BLOCK '• -CONCRETE PRIOR TO THE FORMING OR POURING OF ANY CONCRETE WORK. THE NOMINAL DIAMETER OF THE BOLT WHERE CONNECTION IS OF SHEAR TYPE, AND a0' 135 135 SEISMIC, HOOK 3/16 LARGER WHERE CONNECTION IS OF BEARING TYPE ON CONCRETE OR AND FTG, INTERSECTION D 11. SEE ARCHITECTURAL PLANS FOR SIZE AND LOCATION OF NON-BEARING WALLS FOR MASONRY. y� A OR 61 A OR G X. H SIZE D A OR G APPROX. LOCATING ANCHOR BOLTS. 6. ANGLE SIZE FOR ALL FRAMED BEAM CONNECTIONS NOTES ON DRAWINGS SHALL BE -CONTINUOUS WOOD MEMBER *3 1 1/2" 4" 4" 21/21, *3 1 1/2" 5" 3 1/2" 12. THE CONTRACTOR SHALL FURNISH AND INSTALL 1/2- PRE-MOLDED EXPANSION 40 1/2 x 5/16 UNLESS OTHERWISE NOTED. *4 2" 4 1/2" 4 1/2' 3" *4 2' b 1/2' 4 1/2" JOINTS IN ALL EXTERIOR WALKS AND SLABS AS INDICATED ON DRAWINGS, BUT IN 7. ALL STRUCTURAL STEEL AND MISCELLANEOUS STEEL SHALL RECEIVE ONE SHOP NO CASE MORE THAN 24'-Om O.C. COAT OF RED OXIDE OR ZINC CHROMATE OR APPROVED EQUAL BASE. *5 2 1/2" b" 5 1/2' 3 3/4" *5 2 1/2" e" 51/21, 13. ALL REINFORCING SHALL BE GRADE 40 FOR #3, GRADE 60 FOR #4 AND LARGER. 8. ALL STRUCTURAL do MISCELLANEOUS STEEL SHALL CONFORM TO THE FOLLOWING *6 4 1/2' 1'-0" 8" 4 1/2" *6 4 I/2" II" b 1/2" 14. ALL WELDING OF REINFORCING STEEL SHALL BE WITH LOW HYDROGEN ELECTRODES STANDARDS: DETAIL UNLESS OTHERWISE NOTED. WELDING OF REINFORCING SHALL BE ALLOWED ONLY A WIDE FLANGE BEAMS AND COLUMNS TO BE ASTM A992 (Fy=50ksi) IN -DETAIL *1 5 I/4' I'-2' Q" 5 I/4' *? 5 I/4` I'-0 I/2" 7 3/4' )WHERE DETAILED ON DRAWINGS. ALL WELDING SHALL BE DONE IN ACCORDANCE WITH ACCORDANCE WITH RISC. X *5 b" 11-4' 10 1/2" b" *6 6" 1'-21/2' q" AMERICAN WELDING SOCIETY SPECIFICATIONS AWS D1.4. WELDING SHALL NOT BE B) CHANNELS, ANGLES, BASE PLATES, AND MISCELANEOUS METALS TO BE SHEET DRAWN ON lot POUR 2nd POUR DONE WITHIN TWO BAR DIAMETERS OF ANY BENT PORTION OF A BAR WHICH HAS ASTM A36. BEEN BENT COLD. WELDING OF CROSSING BARS SHALL NOT BE PERMITTED FOR 9. STRUCTURAL PIPE SHALL CONFORM TO A.S.T.M. A-53 GRADE "B". STRUCTURAL ASSEMBLY OF REINFORCEMENT UNLESS AUTHORIZED BY THE STRUCTURAL ENGINEER OF TUBING SHALL CONFORM TO A.S.T.M. A-500 GRADE "B". X LAP rn, RECORD. ASTM A706 REINFORCING SHALL BE USED FOR ALL REINFORCING THAT IS 10. LIGHT GAUGE COLD-FORMED STRUCTURAL STEEL SHALL CONFORM TO THE -SECTION BEING WELDED. U.N.O. SPECIFICATIONS OF THE A.I.S.C. MANUAL (1996 EDITION). XX EYP. L.ON61T. STANDARD HOOK DETAILS FOUND. AND CONC. NOTES „• LIGHT GAUGE STRUCTURAL STEEL SHALL BE SHAPED As SHOWN IN THE A.I.S.C. DESIGN REINF. MANUAL, UNLESS SPECIFICALLY OTHERWISE CALLED FOR. 12. ALL ENDS OF EXPOSED STRUCTURAL SHAPES AND TUBE STEEL MEMBERS SHALL HAVE 1/4- CAP PLATE WITH WELDS GRIND SMOOTH.CO CO SBOLS 1. CONCRETE MASONRY UNITS SHALL BE LIGHT WEIGHT, TYPE "N" AS SET FORTH 1. UNLESS SPECIFICALLY SHOWN OTHERWISE, BOLTS WHERE CALLED FOR ON THE 13. ALL STRUCTURAL do MISCELLANEOUS STEEL SHALL BE HOT 2 IN A.S.T.M. SPEC NO. C90. THE FOLLOWING MINIMUM STRENGTH FOR TYPE 1, DRAWINGS SHALL BE MACHINE MADE A307 TYPE. DIPPED GALVANIZED. MOISTURE CONTROLLED UNITS SHALL BE: 2. ALL BOLTS AND LAG SCREWS SHALL BE PROVIDED WITH STANDARD STEEL WASHERS STEEL NOTES 8" CMU ................... F'm = 1500 PSI UNDER HEAD AND NUTS WHICH BEAR ON WOOD ACCORDING TO THE WASHER 4 VERT. REINF. SCHEDULE ON THIS SHEET (U.N.O.). 2x6 BEVELED MERZ 00CAP-5 3. BOLTS AND SCREWS SHALL BE TIGHTENED AT TIME OF ERECTION AND RE- KEY FULL WIDTH 2. MORTAR SHALL BE TYPE "S" WITH A MINIMUM COMPRESSIVE STRENGTH OF 1800 TIGHTENED BEFORE CLOSING IN OR AT COMPLETION OF JOB. SPECIAL INSPECTION IS SPECIFICALLY REQUIRED FOR: • 12" MAX. SPACING ADD TIE OR P.S.I. AT 28 DAYS. 4. ALL SILL PLATES SHALL BE BEDDED ON 1 2" CEMENT GROUT EXCEPT FOR NON- DESCRIPTION VERTIGAL EA. SIDE / 3' 3' 3. GROUT SHALL HAVE A MIN. COMPRESSIVE STRENGTH OF 2000 P.S.I. AT 28 DAYS. BEARING WALLS ON TRUE AND LEVEL FLOORS. OF JOINT. FILL COMPACTION AS-BUILT AS OF 01/17/05 4. HORIZONTAL REINFORCING SHALL BE LAID IN BOND BEAM UNITS AND SECURELY 5. SILL PLATES OF INTERIOR WALLS THAT ARE COVERED WITH STRUCTURAL CONCRETE WIRED TO THE VERTICAL REINFORCING. PLYWOOD (SHEAR PANEL) AND EXTERIOR WALLS, SHALL BE FOUNDATION GRADE MASONRY CONSTRUCTION JOINT 5. VERTICAL REINFORCING SHALL BE CENTERED IN WALL AND PLACED IN OPEN END REDWOOD OR PRESSURE TREATED D.F. 3X THICK AND OF SAME WIDTH AS STRUCTURAL STEEL THESE AS-BUILT OR RECORD DRAWINGS HAVE BEEN PREPARED, UNITS BEFORE BLOCK WORK BEGINS AND SHALL BE HELD IN POSITION AT TOP STUDS. ALL OTHER WALLS THE SAME EXCEPT PLATES SHALL BE 2x THICK HIGH-STRENGTH BOLTS AND BOTTOM AND AT INTERVALS NOT EXCEEDING 192 BAR DIAMETERS. REDWOOD OR PRESSURE TREATED FIR. PRESSURE TREATED D.F. SHALL BEAR SHOP FABRICATION IN PART, ON THE BASIS OF INFORMATION COMPILED AND �_ 6.6. ALL CELLS SHALL BE GROUTED SOLID. THE AWPB QUALITY MARK AND ALL CUTS OR HOLES SHALL BE RE-TREATED WELDING FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE 7. LAP HORIZONTAL AND VERTICAL REINFORCING BAR 48 DIAMETERS AT SPLICES. PRIOR TO INSTALLATION. SPECIAL INSPECTION NOTES RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE NO SILL PLATE PIECE SHALL END WITHIN THE LENGTH OF SHEAR PANEL UNLESS (13 BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. 8. DOWELS IN ALL. FOUNDATIONS SHALL HAVE THE SAME LOCATION, SIZE, AND SPECIFICALLY SHOWN AND DETAILED ON THE PLANS. - -- -�-- - - - "-" SPACING AS THE VERTICAL MASONRY REINFORCING. 7. BEARING WALLS AND PARTITIONS SHALL HAVE DOUBLE TOP PLATES, PROVIDE 9. GROUT SHOULD BE PUDDLED OR TAMPED WITH A 5/8" ROD OR A 1"x2" STICK AS METAL FRAMING ANCHOR AT EACH SIDE OF TOP PLATE AT INTERSECTING LAP LENGTH IT IS PLACED. WALL PARTITIONS. BAR SIZE *3 *4 *5 *6 $r1 *5 *q *10 *II 10. MASONRY UNITS SHALL BE LAID IN RUNNING BOND. 8. PLYWOOD NOTES: CITY - - BOTTOM BAR 20" 26' 33' 3Q" 46" 55"'10.jL"m '104" 11. GROUTING OF BEAMS OVER OPENINGS SHALL BE DONE IN CONTINUOUS OPERATION A. IN PLYWOOD DIAPHRAGM NO PIECE SHALL BE LESS THAN 24" WIDE LAID DESCRIPTION OF REVISION DATE APPROVED: TOP BAR 26" 34" 43' Si' 60" T2" 41' IIS 1141* WITH A MINIMUM 12 SEAT AT EACH END UNLESS PLACED IN TOTAL WITH WALL HORIZONTALLY OR 12 WIDE LAID VERTICALLY. KRE PROVIDE In a 12. USE 2N 15 HORIZONTAL BARS AT TOP AND BOTTOM OF ALL LINTEL BEAMS EXCEPT B. ANY PIECE BE BLOCKED ON PLYWOOD EDGESSPANNING ACROSS FEWER THAN 3 SUPPORTS SHALL t QE CITY 0 F RANCHO C U CAM 0 N GA MIN. CLEARANCE AS SHOWN OTHERWISE. R' �I MAX=_�=LEN& C. SHEAR WALL PLYWOOD SHALL BE BLOCKED ALL EDGES. NOTES. b SEE 13. PROVIDE 2-15 VERTICAL BARS AT ALL CORNERS AND WALL ENDS. g ANCHOR AND/OR Sill BOLTS WITH UPSET THREADS ARE NOT PERMITTED. �V NO.S2386 14. ALL WALL OPENINGS SHALL BE SHORED FOR A MINIMUM OF 28 DAYS UNLESS c� EXPIRES I. SPLICES ARE SHOS S INCHES AND SHALL CONFORM TO 10. FOR PLYWOOD SHEATHING USE 3/4" STRUCT 1 SPAN INDEX 48/24) PLYWOOD 3-31-06 SUBSTATION 1 CLASS "B" SPLICES AS PER AGI 318-45, FOR 3000 P51 CONCRETE. NOTED OTHERWISE. AT ROOF AND 1/2" CDX (SPAN INDEX 32/16) T EAVESP �� " 2. SPLICE LENSTH5 Ate. SLW-E THE MODIFICATION FACTORS OF AGI 15. ALL REINFORCING STEEL SHALL BE GRADE 40 FOR #3 BAR, GRADE 60 #4 BAR 318 SECTIONS 12.2 ARE I.O. FOR OTHER CONDITIONS PROVIDE AND LARGER. OF SPLICE LENGTHS IN ACCORDANCE WITH AGI 318-45. WOOD NOTES g 16. TYPICAL WALL REINFORCING SHALL BE #5 AT 16 O.C. EACH WAY, EXCEPT AS �+ S. USE THE SPLICE L.EN&TH 61VEN FOR TOP BARS "HEN MORE SHOWN OTHERWISE. 6 ------------ ---- - -_ _.__------ THAN 12" OF GONG. 15 CAST BELOW HORIZONTAL BARS IN THE 17. IF HIGH UFT GROUTING IS USED IT MUST HAVE THE APPROVAL OF THE BROOKS RANSOM ASSCOATES MEMBER. USE THE SPLICE LENGTH GIVEN FOR BOTTOM BARS FOR ALL OTHER CONDITIONS. STRUCTURAL ENGINEER AND CONFORM TO THE REQUIREMENTS OF THE CALIFORNIA S7wx7UR41 xs DATE: °"` APPROVED BY: BUILDING CODE 2001 EDITION. RCE NO.: 24953 7415 N. PALM AVE SUIS 100 WILLIAM J. 0 NEIL CITY ENGINEER - REINF. BAR LAP LENGTHSFWSW. CAUFOR"A 93711 m DESIGN PLAN PREPARED BY: GARY R. OLSEN, P.E. RECOMMENDED o Underground CA. EE 8283 09-06 AL IN CONCRETE MASONRY NOTES Service Alert e rt f `CSA. EE 16581 AR03 06 N 8 _ CTOR MUST READ SPECIFICATIONS AND DRAWN P. SHEET - Call: TOLL FREE S. 4049 N. FRESNO ST. n .-. INSTALL MATERIAL AS PER ATIONS - '� 1-800-422-4133 „�,;,,,ow owmaq FRESNO, CA 93726 S1.1 of oCHECKED FAX: (559) 221-0507 DRAWING NO AND/OR PLANS OR AS PER E.P.S. AV f-HOVA1 aOb"d PH: (559) 221-7230 TWO WORKING DAYS BEFORE YOU DIG A- DATE D-8-11=9-3- FILE NO cRC-03- 1 aa�l m s O V m O 8M N_ 0 _ r . ° .- UNLESS SPECIFICALLY NOTED OTHERWISE, NAILING SHALL BE DONE 2'-0" OR NOTE: 48 DIA. MIN. • ` ° ' , •° SEE TYPICAL STEPPED IN ACCORDANCE WITH THE FOLLOWING SCHEDULE, USING ONLY PROVIDE 90' FOOTING DETAIL 4/- _ COMMON WIRE NAILS. NAILING NOT NOTED BELOW OR ON PLANS HOOK IF LESS ° - 2 FOR REINFORCI 4 SHALL HAVE A MINIMUM OF 2 NAILS AT EACH CONTACT, 8d FOR �' �� '"�� 'T (MIN) WALL FOOTING U.N.O. T.O.W. OR FIN. FLOOR +� 1 MATERIAL AND 16d FOR 2 MATERIAL. SEE PUNS INSTALL BARBED WIRE (2)-f5 HORIZONTAL BARS M w y N _ _____ ` ON INSIDE OF CMU FENCE O TOP NAILS SHALL ACHIEVE THE MINIMUM PENETRATION SPECIFIED IN O � �o in O II I I ( v \ _ X PER SCE RECOMMENDATIONS THE TABLE BELOW. NAILS SHALL NOT BE DRIVEN CLOSER o O=_3 Z I II I ( _ - q_ < No7r=: TOGETHER THAN THE MINIMUM SPACING NOR CLOSER TO THE I a o w /„ m h � _ � FOR PIPES PASSING UNDER EXT. CEMENT PLASTER, PAINTED MEMBERS END OR EDGE THAN 1/2 THE MINIMUM SPACING. cv - I �- �. I BOT OF FOOTIN65 d ,p - FOOTING OVER 36 BELOW COLOR TO MATCH ADJACENT HOLES SHALL BE BORED WHERE NECESSARY TO PREVENT FULL HEIGHT VERT. --- I t I SEE PLAN5 � �� � q q NORMAL BOTTOM OF FOOTINS, SPORTS COMPLEX SPLITTING. BARS-EXTEND 2'-6" I '�I/ O N I I d_J d 51'EPPED FOOTING 15 REQb. 8" CMU MIN. ABOVE UPPER 1 f 2-f5 AT OPNGS COMMON WYE NAS lil I tz FLOOR IF OPENINGS2 PIPES PERMITTED 1 I I 40 m IN THIS AREA HORIZONTAL BAR EXTEND 24" BEYOND MINIMUM ARE THE SAME WIDTH J I HOR2)MIN5 1/ I '� � SEE SCHEDULE BELOW JAMBS, MAX. WIDTH » SIZE WIRE GAGE PENETRATION* AND DIRECTLY ABOVE �� I I I CONTINUOUS SPREAD FOOTING I.AP ' _QUAL OF OPENING TO BE 48 EACH OTHER ! NORMAL BOT. OF tTG I I AND SPACING RUN I I I I In CA-EAR BETYCEN 6d 11 1/2 1.36" IN BOND BM? UNITS, I I I F PIPE AND SLEEVE. EQUAL INVERT UNITS OHEAD I 0 N I �-_ (TYP-) a . =tITru 8d 10 1/4 1.57 V 40 � _--_s�'----�-T VERTICAL BAR RUN HORIZ. BARS I ILAl�>� CONCRETE FILL TO BE 1 Od 9 1.78" CONT. WHERE OPNGS. \ I • '• PL.AGED BEFORE FOOTI - 18" MIN. SEE SCHEDULE BELOW CAST STONE MOLDING W/ 3/8"* ARE LESS THAN l ==r .0 4--�- �-- = = Z 15 POURED - MAKE HAIRPIN ANCHORS O 16 O.C. 16d 8 1.94 6'-0" APART I -- << ' . - ° °. SAME WIDTH A5 FOOTING DOWEL TO MATCH MATCH ADJACENT SPORTS COMPLEX " -OF -SEE AND FULL WIDTH OF - = 20d 6 2.30 DOWELS TO MATCH FIN. FLOOR _-� -- -= DETAILS FOR SIZE i PIPE TRENCH. (TYP) / VERTICAL BAR n "r a- , - - � s PENETRATION INTO THE PIECE VERT. BARS O FTG. � • °. SPACING (*4 MINS <. . RECEIVING THE POINT WITH 48 DIA. LAP ' ' FINISH GRADE TO JAMB BARS SEE PLANS QUARRY TILE WAINSCOT 2 5 VERT. MIN. - MATCH ADJACENT SPORTS COMPLEX WHERE POSSIBLE, NAILS DRIVEN PERPENDICULAR TO THE GRAIN O I FOR III= 1==-1I1= 11- _ FOR PIPES PASSING UNDER I SHALL BE USED INSTEAD OF TOENAILS. NOTE: NOTE: __ <:," , . •. �•.•_�_ FOOT1PiG 36' OR L.E55 BELOW ��� 11 1. FOR EXTERIOR �� F TI PIPES IN BACKFILLED r J (E) GRADE PER PLANS FOR CONDITIONS NOT LISTED, REFER TO THE C.B.C., 2001 EDITION. ALL BARS SHOWN ARE TO BE IN ADDITION SEE /S 2 E ` NORMAL BOTTOM OF 00 N6 -s* nr TO AND THE SAME SIZE AS MAIN WALL REINF. CMU WALL FINISHES. TRENCHES PARALLEL USE HOT DIP ZINC COATED GALVANIZED NAILS AT PRESSURE TREATED - TO FOOTINGS �5 O 16" O.C. N AND FIRE RETATRDANT TREATED WOOD. CONTINUOUS WALL FOOTING v � BOTTOM OF FOOTINGS SEE PLANS (3)-#5 O 16' O.C. . • 1. JOISTS OR RAFTERS AT BEARING, TYP CONCRETE MASONRY STEPPED CONC. ��9�OTING TOENAIL EACH SIDE 2-10d RELATIONSHIP OF PIPE 7 ' 2. BRIDGING TO JOIST, TOENAIL EACH END . . . . 2-8d 3. SOLE PLATE TO JOIST OR BLOCKING, TRENCHES TO FOOZING�S BLOCKING, FACE NAIL . . . . . . . . . . . . 16d O 16" O.C. DOUBLE BLOCKING if W WHEN OPENING IS 10 4. TOP PLATE TO STUD, END NAIL 2-16d FOR 2x4 GREATER THAN TWO HAIRPIN TIE 4-#5 CONT. (NOT REQUIRED WHERE A35 3-16d FOR 2x6 JOIST SPACING. O EA. HORIZ. BAR ANCHORS ARE USED) 4-16d FOR 2x8 WALL SCHEDULE 5. STUD TO SOLE PLATE, 2x4 . 4-8d TOENAILS ( I I BLOCKING SAME THICKNESS COl`�RETE SLAB H W T VERTICAL HORIZONTAL L.S. (USE ONE HALF OF REQUIRED TOE NAILS OR 2-16d I I ( I I I { AS STUDS OR JOISTS. SEE FOUNDATION ON ONE SIDE WHERE A35 ANCHORS ENDNAILS PLAN FOR REINF. _ LAP _. " w w ARE USED). _ _ - U - DOUBLE CURTAIN 16" 8'-0" MAX. 4'-6-1 1 -6 #5 O 16 O.C. #5 O 24 O.C. 2'-6- - - - - (2) 05 BOTT. 2x6 . . . . . . . . . . . . . . . 6-8d TOENAILS STUD OR JOIST, DOUBLE JOIST #3 HAIRPIN TIE0 BARS O� PIPE 400 LAP OR 3-16d I I' I WHEN OPENING IS GREATER THAN O EA. HORIZ. BAR (TYP) �A�S O�N�Rr�F��N CE ENDNAILS , ,. JOIST SPACING. Vi ___ .____ .-.--- ___-- 2x8 . OR84-16d NAiLS 0j PLYWOOD SHEATHING { I I I - - ENDNAILS { (• •I I SIMPSON LUS AT SINGLE SINGLE CURTAIN 6. DOUBLE STUDS, FACE NAILS . . . . . . . . . . . 16d O 24" O.C. JOIST/ BLOCK SIMPSON - 7. DOUBLE TOP PLATES, FACE NAILS . . . . . . . . 16d O 16" O.C. - - LUSX-2 AT DOUBLE JOIST/ m - n- BLOCK � i I I I I - - ---- ------ TERMINATION OF NOTES: 8. TOP PLATES, LAPS AT INTERSECTIONS, III I I III SIMPSON ST18 (TYP.) 1. REMOVE AND STRIP ALL SURFACE ORGANIC MATERIAL. FACE NAILS . . . . . . . . . . . . . . . . . . . 2-16d AT CMU WALL OPENINGS 2• EXCAVATE AND REMOVE 5'-0" OF NATIVE SOIL BELOW THE 9. CEILING JOIST TO PLATE, TOENAIL . . . . . . . . 3-8d 5 - _ -III( 3• I I - EXISTING GRADE. _ 10. CONTINUOUS HEADER TO STUD, TOENAIL . . . . 4-8d PERIMETER NAILING AS PER 3• REVIEW WITH GEOTECHNICAL ENGINEER FOR ANY ADDITIONAL 11. CEILING JOIST, LAPS OVER PARTITIONS, 2'-8" MAX. E.N. ON DRAWINGS BOTTOM OF REMOVAL. FACE NAILS . . . . . . . . . . . . . . . . . . . 3-16d 48 DIA DIA s I CLEAR BETI04EEN FOOTING 4. SCARIFY, MOISTURE CONDITION AND RECOMPACT 1'-0" AT AND SLEEVE 12. CEILING JOIST TO PARALLEL RAFTERS, DIA' 'If 20 DW's �� BOTTOM OF EXCAVATION TO 90% PER ASTM D1557. FACE NAILS . . . . . . . . . . . . . . . . . BLOCKING AROUND71 (TYPICAL) 3-,6d 12 MIN. FOR STEPPED FOOTING SEE FOUNDATI SlEE STANDARD DETAIL 5. RETURN EXCAVATED NATIVE SOILS OR ENGINEERED FILL 13. 1" BRACE TO EACH STUD AND PLATE, OPENING IN ROOF OR WALL PLAN FOR REINF., W/ APPROVAL FROM GEOTECHNICAL ENGINEER, AND FACE NAILS 2-8d - - -_ � (REINF. TO MATCH RECOMPACT TO 95% PER. ASTM D1557, PLACED IN _ __ BOTTOM FTG, REINF) LAYERS NOT TO EXCEED 8". 14. DOUBLE RAFTERS, FACE NAIL 16d O 12" O.C. 8 -- - ------ - - ----- - -- ---- ------ _ 15. BUILT UP STUDS 16d O 24" O.C. r -- �,. - Q 16. BLOCKING OR WEENRAFTEJOISTS OR RAFTERS a I ico TO A PIPE �PE�NETRAl10N A�T�17�q_� TT PLYWOOD SHEATHING o EACH END 2-10d I� I II SEE PLANS 3'-b• TOENAILS, EACH SIDE, 11 11 LIMITS OF MIN., TYP. EDGE OF FTG. �'`'ITIEERED FILL 11 DOUBLE CURTAIN PER �� 5 AND TO JOIST OR RAFTER BEARINGS N N EN&INEERED FILL TOENAILS EACH END . . . . . . . . . . . . . . . 2-10d 1 EDGE NAIL WHEN BLOCKED PER SOILS REPORT EXIST. 17. BLOCKING BETWEEN STUDS . . . . . . . . . . . 2-16d OR 11 „ 'I 'I „ " 48 DIA' 48 DIA' 20 DIA'S 2-10d TOENAILS JOIST SEE PLANS _-- 12" MIN. GRrRDE GONG. SLAB 17 N. GRADE ON GRADE 18. 1x8, OR LESS, SHEATHING EACH BEARING . . . 2-8d i i I I i i i i I I i i NOTE: F.F 19. BLOCKING BETWEEN JOISTS OR RAFTERS OBTAIN ENGINEER - - _ TO TOP PLATE . . . . . . . . . . . . . . . . . . 3-8d TOENAILS APPROVAL BEFORE USE OF MACHINE NAILING IS SUBJECT TO A SATISFACTORY JOB SITE DEMONSTRATION Ii USING NAILING GUN. FOR EACH PROJECT AND THE APPROVAL BY THE PROJECT ARCHITECT OR STRUCTURAL mw Id Af - 20. CEILING JOISTS TO TOP PLATE . . . . . . . . . 3-8d TOENAILS 11 ENGINEER. THE APPROVAL IS SUBJECT TO CONTINUED SATISFACTORY PERFORMANCE. �� TOP 1 16" CENTER REINF. I MACHINE NAILING WILL NOT BE APPROVED IN 5/16" PLYWOOD. IF NAIL HEADS �� �\ �\ PAD IN WALL o, Z PENETRATE THE OUTER PLY MORE THAN WOULD BE NORMAL FOR A HAND HAMMER OR Q - IF MIN. ALLOWABLE EDGE DISTANCES ARE NOT MAINTAINED, THE PERFORMANCE WILL BE //\ \//\// �/ 00 � 'C' DEEMED UNSATISFACTORY. �, , NAILING SCHEDULE SINGLE CURTAIN REINF. LAPSPROAT Z SSTTAIIVRI STRIPING• AIDE NAILING EDGE NAILING CMU WALL INTERSEC110N MACHINE APPLIED NAILING FOOTING CONTRASTING COLOR c !• Q W/IN 2" OF NOSE EDGE 6 -- --- - - - _ - --- _ _ 6 6 � ROOF AND FLOOR = Z PROVIDE MIN. TREAD / RISERS PLYWOOD DIAPHRAGM CITY � IIII- �iiil= DESCRIPTION OF REVISION DATE SLOPE L TO BE VERtFI - CNEREXGAVAT>=D i COMPACTED / APPROVED: BY SOILS ENGINEER ENGINEERED FILLS NOSING BAR I• I I=III A NATIVE UNDISTURBED AS NOTED ABOVE I" TYP. I I == • E CITY OF RANCHO CUCAMONGA SOIL 2" TYP. SCARIFY (>C GRADE ` ' AS-BUILT AS OF 01/17/05 MOISTURE C.oNDITION WITHIN 2% OF OPTIMUM MOISTURE �E I � �V NO S2386 / _ c� EXPIRES CONTENT a COMPACT AS ( I_ THESE AS-BUILT OR RECORD DRAWINGS HAVE BEEN PREPARED, 3-31-06Pv SUBSTATION 12KV EN&NEERED FILL TO AT �%� LEAST qO% _- VIII IN PART, ON THE BASIS OF INFORMATION COMPILED AND / • _ VIII FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE �q� OF b RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. OVEREXCAVATION DETAIL TYPICAL CONCRETE STEPS BROOKS RANSOM ASSOCIATES __ -- __-_--------__--__. DATE: staucltxsAl v�xs ry a� E� APPROVED BY: RCE NO.: 24953 • 7415 N. PALM AVE. SUITE 100 0 WILLIAM J. O'NEIL CITY ENGINEER FRESNO, CALIFORIWA 93711 m DESIGN PLAN PREPARED BY: GARY R. OLSEN, P.E. RECOMMENDED Underground CA. EE 8283 09-06 AL ` p0ifq JOE PREVENDAR, P.E. m ! CA. EE 16581 03-06 Service Alert rt CTOR WST READ SPE-CtFICAMNS AND DRAWN �`' P, ff SHEET Cali: TOLL FREE W 4049 N. FRESNO ST. INSTALL MATERIAL AS PERS AMNS W E. . S. S1.2 OF 1-800-422-4133 PH: (559) 221-7230 - 0BmCb AND/OR PLANS OR AS PER E.P.S. APPROVAL CHECKED FAX: (559) 221FRESNO, CA 7 0507 DRAWING 0 TWO WORKING DAYS BEFORE YOU DIG AL �O DATE 08-_1 1-03 FILE NO CRC-03-_QO1 m v S P i m [•l O 8� N_ 0 EQ. SEE DET. 11/'51.2 A B C D E F a � � FOR AML. INFO. A, o d�ZIG 8" CMU FULLY &ROUTED AftQ SEE 11/51.2 FOR W/ 05 • Ib' O.G. VERTS. I � EXT. CMU WALL 4 05 • 24' O.G. HORIZ. FINISHES. 20'-0" 14'-0" II' On 23'-4" -"- A • .. 114'-8" 26" - I FINISH FsRADE PLANS OMIT HEAD JOINT • FIN. GRADE . - - - - - - - - - - - - - - - - - - - - - - - - ' AJ j_A _A1R COURSE ONLY BARB WIRE • INTERIOR TOP OF CMU WALL, TYP. 2-N'S HORIZ. SEE II/'S1.2 FOR AIVIX. INFO. ` _L 1 A OMIT HEAD JOINT I O A • FIN. &RADE COURSE ONLY ' T - —————— l— —— -►— 82 3/4' ------------ --- 43-C"1-0 — 85.1 • 16, O G. IL j KMA110N PLAN VERTS. VEW A_A I i I % i > *—k& . ._ 4 a a Z &RADE 10• G>�I11 PER PLAN FULLY 1 i 5T'EEL SIMITUBI i NH ROI.LADJAGENT &ROUTED SPORTS GOMPLEx W/ BARBED WIRE. S _ 1 _ - _ - S EE2 ••`�,�� cm OF wu�aa a,c.�.�o►«uILE CONTRACTOR TO SUBMIT SHOP DRAWIN&5 TO EIJ=G. j 2-x'3 HORIZ. • 24 OG. S-�'S • BOT. I 4 STRICT. EN&INEERS PRIOR TO FABRICATION. --- #6 • Ib" O.G. 3-M5 • TOP I I I VAULTS = GONG. STRIP FOR I W/ MANHOLE ACCESS SEE 4/SI 2 FOR STEPS ROLLING &ATE i r--- IN FOOTTN&(5), TYP. I SEE ELEC. I T I 1 51M. -- - — - --- -- - s2� r — _� r — = =� I ' II II II II I I I I I I I I SEE DET. 13/51.2 I I I I I I 11 FOR STAIR INFO. I � I � II II II II ETAIL �, CAx13xD'-0" CENTERED EA. WAY , — , SIM. 11 11 2 11 — (D=�3 T --,r __ __— SIM. I UNDER XFMR ATTAGFMIENT POINTS I 821 =— 831 j4 =1 -0 I La - (2) PER XFMR, (4) TOTAL iv - SEE 6/'55.2 FOR ADM. INFO. I _ DM _ 1 Aa -- - -- Act S 1 —•�--- 831 Aa 2 SIM. SEE WALL ELEVATIONS I ---1 -- - -------- I i —— —}———i i in -- I I 821 TMF' m ON SHT. 53.1 i _ -- _ -- -- --- --- ,' CHANNEL., VERIFY - I 2 I I L i 3 , LOCATION WITH ELEG. I 1 L _ - j L- - --- � 852 = i I 2 XF I I- - - I 85.1• , : 1 1 Q �i 1/51.2 FOR I �', -; - - 841 I I cr p 84.1 I I C+ANNEL MUST BE LASER LEVELED TO BE r- I 5 - - - 5 5 - EXT. GMU WALLS DOWELS 241_ I 1 �_a • - s LEVEL AND TRUE END TO-END. GHAM�L Tom FINISHES. • 32' O.G. 30 I _ i I I I { I PRIME PAINTED PRIOR TO INSTALLATION. AFTER �`� INSTALLATION, GLEAN, PRIME AND PAINT WITH FINISH FLOOR EPDXY - COLOR SROM. VERIFY W/ ELECT'L. SEE PLANS S31 ACI I I ACI I ' FINISH &RADE BEFORE PLAGIN& CHANNEL. TRACKS, o SEE PLANS _ I , I L _ i � - - I — — _ _ _- I I - 5 - - - - - , r— —T— — I I VERIFY READ. SPACING WJ ELECT. n l i r I I I I x EQUIPMENT SUPPLIER 2-" HORIZ. • TOP I j 2 I I I 1 3 y 4 '" 2 — ��' WI — ' g,�1 - - - - - - I - § i 4 _ . " I I s�1 I I I 85.1 06 • 12 O.G. EA 4 T. 4 B. I i I - = — ---�---- ACI I I ACI OVEREXCAVATION = I i I LIMIT SEE 12/51.2 V &RADE - 1 L-------------------------- -------------------- ---T--- ----r— -- -�-- --- — — — — — -- L — I -- -� 4 � PER PLAN DM DON F P SEE DET. 1/52.1 h�R R T F FOR �RDD'L. INFO. 5 RIDGE BM. SEE DET. 13/51.2 � 2 FOR STAIR INFO. n 821 821 4 b'-0" 6'-0" b'-0' b'-0' 3'-0' 3'-0" 5,4" �, - DOOR SCHEDULE -- V NUMBER SIZE MATERIAL FRAME NOTES: 1 10.1 DOI 3'-O"x�'-O" � 3.03 5�`- HOLLO*1 METAL i. AS-BUILT AS OF 01/17/05 DETAIL CITY 2 x — 002 3'-O'x?'-O" STEEL HOLLOW METAL REMOVABLE TRANSOM FOR EQUIP. DESCRIPTION OF REVISION DATE APPROVED: 3j4 =i -o ADDITIONS VV METAL PANEL INF_ ILL THESE AS-BUILT OR RECORD DRAWINGS HAVE BEEN PREPARED, Doi 4'-o"x-►'-o" STEEL HOL.Low METAL IN PART, ON THE BASIS OF INFORMATION COMPILED AND Es , FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE PSR - `� CITY OF RANCHO CUCAMONGA RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE �= BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. NO.S2386 - ALL DOORS 4 &ATES TO BE PAINTED. COLOR TO MATCH METAL ROOF (SEE A/S3.1). g E3X31R-EOS6 N DO NaT ENT>� = SUBSTATION 1 N DANGER HARDWARE SCHEDULE FOUNDATION P1..�4N (FF-+O'-6�) �� 21,000 VOLTSDCOR — g Z KEEP OUT • 4 Cr C. o DOOR NO. HARDWARE TYPE NOTES: a PELIGRO 1 8 voLTAGE 21,000 Vol, D02 VON DUPRIN SERIES 88 RIM STYLE PUSH BAR PANIC. DEVICE SEE SPECS FOR FINISHES, NO ENTRE 4 D03 W/ LOCK AND PEMKO I?QA THR- HOLD (OR APPROVED EQUALS) TRIM, AND STOPS BROOKS RANSOM ASSOCIATES DATE: STENGINEFFM RUCTURAL APPROVED BY: S RCE NO.: 24953 FRESNO. cAL1FaRN+A 13711 WILLIAM J. O'NEIL CITY ENGINEER 7415 N. PALM AVE. SUITE 100 0 MISCELLANEOUS SCHEDULE fl DESIGN PLAN PREPARED BY: GARY R. OL3 P.E. RECOMMENDED 0 7 CA. EE 8283 09-06 o Underground r ro u n AL ♦ ?Off.. )pE PREVENDAR, P.E. STANDARD - _-_- _ _ — - f CA EE ,658, 03-06 DOOR NO. HARDWARE TYPE DETAILS L5 Service Alert e rt DRAWN �`` f„ sHEET r1�1�1p 1 A ��� FE FIRE EXTIA!&UISHER - GO Call: TOLL FREE CTOR MUST READ SPECIFICATIOtVS AND - �� P. ` DOOR L�\ INSTALL MATERIAL AS PER SPECHCATIONS W E. w. S. � FR49 N. FRESNO ST. _S2.1- of 2 o CHECKED FAX: 559 221-0507 DRAWING NO. FRESNO, A 9 6 TO BE PLACED ON ALL - 1-800-422-4133 ainowd Ind PH: (559) 221-7230 DOOR EXTERIORS AC, AIR CONDI AND/OR PLANS OR AS PER E.P.S. APPROVAL ( ) TWO WORKING DAYS BEFORE YOU DIG A- DATE 08-1 1-03_ FILE No CRS-03-001 _ s P 90 __j O O P81 _N 0 5 48 HF EW-AM 46 6 7 8a3 NOTCH TOP OF NOTCH TOP OF 12 12 EACH BLOCK 2' 2" EACH BLOCK 21 12 FOR VENTING FOR VENTING 6 6 2 +l0'-6• 86„3 85� - TA. GMJ WALL I 2x10 REDYrOOD FASCIA GOVT. SAVE VENT ENTIRE LENGTH OF GOVT. SAVE VENT BUILDING - SEE 4/55.3 VMRE LENGTH OF SIE II/SI2 FOR GMU - I 2x8 OUTRI66ER5 • 24' o.�. Q <_ BUILDING - SEE 4/55.3 __7 FINISHES —1Alto Qo 3 TIES •8' O.G. VOUELE 2xbx it\ n W/ (3) 03 ADDITIONAL — TIES IN TOP 5" T.O. 01 9 SLAB i I 85x3 I 0'1 (TOP OF ROG1Vj, ?. (SIS A/GI.?J 11 II SECTION 1 1/4"=l'-O" 4 WF BEAM 13 I I I I 853 I I I I II 3 3 T.O. CMJ SIDEWALL 3 1 • ROOF - X5.3 i 85.3 6C.K - - +10' SEE II/542 FOR 014J +1'-b" I I • • EXTERIOR FINISFIE5 T.O. DOOR OPENING 3 i REMOVABLE \ _ 4 I I TRANSOM 8• CM! WALL 853 I I w ( I 4 AND PANEL W/ 05 024. O.G. VERT. 85x3 FOR FUTURE �2 AND 04 •24" OZ,. HOR. I I x FULLY GROUTED 3/4' STM4T I PLYWD. SHT6. " " i W/ IOd • 6' O.G. E.N. 2 RACER TO I i IOd • 12' O.G. FN. I 8&3M CONN. I I FULLY BLOCKED W/ 2x6 401.4= FLAT • PLYWD. ED&E- i T.O. SLAB VV Z2 CLIPS EA. END STASIS. II I I O O'-0' (TOP OF ROG1Vl, I �' (SEE A/CI.?a ALUMAX SUPER R STANDING SEAM METAL ROOF 24 ISA., ASTM A446, SRADE A, 6A0 ZING ELEVATION COATING, KYNAR 500 LIS 20 LEAF &REEN (84). I 2 1 4"=1 -0 USE GAL FASTENERS YV�NEOPREIE WASHERS. s : IZ 5 : 12 I ! SLJDMII FINISH EXPOSED FASTENERS SAME AS STANDING SEAM METAL ROOF (TW PANELS TO MATCH (E) ROOFI PANELS • OVm PLYWOOD DECK ADJACENT SPORTS COMPLEX. INSTALLATION OF METAL PANELS SHALL BE PER INDUSTRY 4 -77 STANDARD. CONTRACTOR TO SUBMIT SHOP DRAWINGS PRIOR TO INSTALLATION. M< II II II II +10'-b' T.O. CMJ SIDEHAI I I I ( I II II � MAIN (2) +15 9 O. DOOR OPENING 11 Tyr. 85.3 Ty '' I VERIFY14 EQUIPMENT 85x3 (+) 40-6. I I DOUBLE 2x8 DOUDLF 2x5 I I 4 O �rn - _ _ B.O. A.G. I 2x8 OUTRI66ER5 • 24' oz. I I � T.O. SLAW — — — — — — — — 0'-0' (TOP OF ROCK) 85,3 8" CMJ WALL (SEE A/CI?a 2x10 R®V4000 FASCIA W/ 05 024" O.G. VERT. 6 a AND 04 •24" O.G. HOR. 85.3 85.3 FULLY &ROUTED ELEVA11ONFRAMINGr14 PLAN 1/4 3 "=1 -0 N A 1 -0 CITY DESCRIPTION OF REVISION DATE APPROVED: ,�� CITY OF RANCHO CUCAMONGA AS—BUILT AS OF 01/17/05 R .m.0 S2386 c� EXPIRES THESE AS—BUILT OR RECORD DRAWINGS HAVE BEEN PREPARED, 3-31-46 SUBSTATION 1 IN PART, ON THE BASIS OF INFORMATION COMPILED AND P FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE OF a BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. 0 BROOKS RMSOM ASSOCIATES 51R1C1"""`ENGNEM !0 APPROVED BY: DATE: OW o+aNEocs 7415 N. PALM AVE SLATE 100 o WILLIAM J. O'NEI CITY ENGINEER RCE NO.: 24953 FRESNO, CALIFORfNA 95711 m DESIGN PLAN PREPARED BY: GARY R. OLSEN, P.E. RECOMMENDED c CA. EE 8283 09-06 Underground AL ME PREVENDAR, P.E. o N Service AIert MUST . CA. EE 16581 03-06CTVE1D 7�C< IrVA� r � / DRAWN SHEET 0 Call: TOLL FREE 4049 N. FRESNO ST. o - -- WTALL MATERIAL AS PER SPECHCATIONS "� 1-800-422-4133 �,,,,a,,,•,,� FRESNO, CA 93726 �.1 OF o PLAM CHECKED FAX: (559) 221-0507 DRAWING NO. /OR rLAM OR AS PM E .S� APPROVAL g,�NE"¢,,�+ PH: (559) 221-7230 TWO WORKING DAYS BEFORE YOU DIG ALL DATE 08-11-03 FILE No cRc-03-001 m s P m O MM N_ 0 3 I I I 4 51M. ( 13'-2 3/4" 3 SYM. ADOIJT OF *!Mlle , U.N.O. 51M. � T �� T.OS. t'�I XFMIg, UNA 3'-0' (5EE EL6GT� I I - F1 - - �I - II -. I I I I I I I t II II II II II II , N I IN I 11 II I I II 4 ® I I I I ® I II II I � I I 1 1 I I T'r'P. 1 2 I I I I I 1 I I I 51� I/34.2 FOR DM. PROFILE ' I I I I I , • — — 1 aN I�1 — — 1 1 al +20-0 T.O.S. I 1 I I 4 2 I NA4x2b N I ( I 842 I { I I Li SIM. 4 s - - - - - -- — - Ty / II ii 'ii IIS ' _- it li i , i II n I I T.O.S. Iu uI Iu I I II II II II — LI — -L41 SEE I/54.2, SIM., FOR DM. J� PROFILE — — — -L.41 i W14x34 I I I I +20'-e" V44XW ,F r {. o� T.O.S. 1a` �i 5EE I/54.2, 51M., FOR dM. �. PROFILE I I is GBxII.S � o (2) - 1 I 5 2 I I I I I I I CV I � I I < I I I 9 1 G ,I - N I L ' I N SRO" PAD I I SEEM IIf I I II I W24x104 I N I I I I I I I I-�• I COMM Jw. I - 862 852 I N I sEE II/54.1 ( • S T.O.wilm FT6. OF I I ( I 862 00-00 '_• � (SIM A/GIR�1U N N I I I N I ........... COROl W PAD I • -- - SIM 15 I I 12KV TOWER - FRAMING ELEVATION N 1 - --- -------- --- -- 1/2 =1 -0 1 SIM. , 1 3 ��-- -- �- -- -� -- ---� 862 � -- - -�- - ---� 852 852 CITY` I DESCRIPTION OF REVISION DATE APPROVED: OL ' 2 TO �`' E CITY OF RANCHO CUCAMONGA `(WE A/G1�0 AS-BUILT AS OF 01/17/05 NO.S23 6 EXPIRES s I I I I 3-3I-osP� S 12KV TTHESE AS-BUILT OR RECORD DRAWINGS HAVE BEEN PREPARED, J���C'R� \ IN PART, ON THE BASIS OF INFORMATION COMPILED AND ' I FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE -- RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE GONSTR. .JNT. BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. WE 11/51.1 BROOKS RANSOM ASSOCIATES S7WX' Nt&[NOMEM DATE: ��M APPROVED BY: RCE NO.: 24953 7415 N. PAIN AVEADZE 100 o WILLIAM J. ONEIL, CITY ENGINEER SM FVN, M-M FOR f'10=5710, CALIFORNIA 93711 m CENTER FT& SIZE DESIGN PLAN PREPARED BY: GARY R. OLSEN, P.E. RECOMMENDED o Underground CA. EE 8283 09-06 o AL N ` �OIf� f„ JOE EEEVDARSery Ce Alert P. 1658103-O6 AA� ARDRAWN SHEET Call: TOLL FREE Q 4049 N. FRESNO ST. cc AA ♦ 4 - FRESNO CA 93726 S4.1 OF 6" TOWER TOWER - FRAMING ELEVATION 1-800-422-4133 ' `� MATERIAL As PER sr CCI�IpcpAp CHECKED hdowp l ad �"' FAX: DRAWING NO. 2 --- Y , AND/OR PLANS OR AS PER EPS. APPROVAL fIVVAL �'°�F"�'°'M PH: (559) 221-7230 1 2 =1 -0 TWO WORKING DAYS BEFORE YOU DIG (559) 221-0507 �0 _j - DATE 08-11-03 FILE NO CRC-03-001 ��/ m U) S m 0 n i� 0 OF (5) 3/4"• A329N BOLTS 4" 4" 4" • END PLATE TO COLUMN NEB - TYPICAL EACH END 10 SEF 'd, = ELEVS� �0 r1*7 .-Box = I ATO Q I I I/4 Q � I ENv PLATE f m I 9l8"x1O"x2'-IO" til 4'-0' (SEE 13-WTJ , 4 I I L2 1/2x2 1/7x1/4 SYM. ABOUT 1 1 BOX FRAME I OF xFMR I I li4- I � 2 I . 2 OPP. GI2x25 1 - 3 VAmp o FROM ' TOP CHORD VIE3"ED PROM 3 - - - ' _ INSIDE TFUSS ( INSIDE TRU. ' GI2x25 T45 CHORD - ( `� l ' SEE ELEVS DETAIL DETAIL - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 , =1 � I r I I I 0 r /4 GI2x2S CHORD I I I I I I 1 1 r r I I r r I 1/2" TYP I I I ISI I I r I TYP. 1/4 2 MIN. I I � 1100, I I L.2 /2x2 1/2xl/4 I -- \ DIASONAL NEB - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - OPP. , PLATE S/8"xl0'x2'-10" \ omw4 L.2 1/2x2 1/2x1/4 BOX FRAME END PLATE V1ENE2 FROM (TYPICAL OF S) BOTH ENDS) _ INSIDE TRLSS AT 3'-0" TALL BM.: 0I2x25 BOTTOM CHORD L.3x2 1/2x1/4 VERT. NV TYP. S' LEIS • PT. OF CONN. L.2 1/2x2 1/2x1/4 5/9' THICK END PLATE PlA PONAL HM (::)=DETAIL DETAIL pBOX TRUSS - SIDE VIEW (TYP. BOTH 51DES) , V-0" 1/4 2-4 GI2x25 CHORD I/2' TYP 10 TYP. 1/4 2' MIN. L.2 I/2x2 I/2xl/4 -- - - DIAt50NAL NEB BOX PRAME 1/4' THICK PLATE DETAIL , =, -0 CITY DESCRIPTION OF REVISION DATE APPROVED: E CITY OF RANCHO CUCAMONGA AS-BUILT AS OF 01/17/05MQ�o .5z386 Ll EXPIRES SUBSTATION 12KV THESE AS—BUILT OR RECORD DRAWINGS HAVE BEEN PREPARED, Q, IN PART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE `?q� CI 9 RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. BROOKS RANSOM ASSOCIATES s CPA SIRUCTUR4 � APPROVED BY: DATE: WILLIAM J. O�NEIL CITY ENGINEER ry 715 N. PAW AVE SUTE 100 o RCE NO.: 24953 FW914a CALIFORNIA 93711 m DESIGN PLAN PREPARED BY: GARY R. OLSEN, P.E. RECOMMENDED 9 Underground CA. EE 8283 09-06 g AL D If+f � PREVENDAR, P.E. Service A I e rt CA. EE 16581 03-os CTOR MUST f7Cl1D L7r C1/Irl`/A 1 M�7 /�V�/V DRAWN P. � SHEET Call: TOLL FREE 4049 N. FRESNO ST. 4 DETAIL DETAIL - W E. S. FRESNO, CA 93726 54.2 OF 1-800-422-4133 WTAL.L MATERIAL AS PER ATiONS ,,,, ,, , AND/OR PLANS OR AS PER E.P.S. APPROVAL PH: (559) 221-7230 CHECKED FAX: (559) 221-0507 DRAWING NO TWO WORKING DAYS BEFORE YOU DIGAL m DATE 08-11-03 FlLE NO CRC-03-001 v S m 0 i' iG 0 SEE 2/- FOR ADD'L INFO -----�--- TRANWORMER i1 CONTAINMENT WALL PER 2/55.2 0'-0" (T.O. ROCK) L'Jx'Jxl/4 EA. SIMOF 6RAT1N6 W/ 5/6'0 H (SEE A/CI -20�_ 9D ILTI KWIK BOLT II ANGFIORS • 24" O.G. t 6' FROM ENDS (3 MINS I PLATFORM 6RATIN6 BY OTHERS VERIFY VV ELEG XFMR PAD PER I/S5.1 I I -- Q - - - - - - - - - - - - - - - - - - - - a - 5" GLR. a a TYP. Q m C CONGRE M FTS. ry III I Jill 1" 012" Ojri. EACH WAY TOP AND BOT. SEE FOUNDATION PLAN DETAIL DETAIL DETAIL CHANNEL MUST BE LASER LEVELED TO BE LEVEL AND I END-TO-END. CHANNEL. TO BE PRIME PAINTED PRIOR TO INSTALLATION. AFTER INSTALLATION, GLEAN, PRIME AND PAINT WITH EPDXY - COLOR BROWN VERIFY W/ ELECT'L. XFMR BASE ` CHANNEL PER 1/4 4 4 G MANUF. 11 -- 4 a In Q 1/4 a CHANNEL v PER PLAN d v Q Q v Q d 114 A\ d 4 I/4 � a CONDUITS - VERIFY d a W/ ELECTRICAL65/4"♦/b d\6 t�.SON STUD' PER 6/55.2 \"-.o 0 0 0 DETAIL DETAIL A 0000 4 —o" D31 2 ) 3 —o" D28 BACKFILL WITH 2 SACK SLURRY 0000 Gbx8.2 r✓ 3/4" DIA. x 12" STUDS • 12" o c. Jb• FIN. FLOOR DETAIL AS-BUILT AS OF 01/17/05 THESE AS—BUILT OR RECORD DRAWINGS HAVE BEEN PREPARED, IN PART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE Q BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. SEE 11/151.2 FOR GMU WALL i FT&. REOTS. 05 DONT. OC v DESCRIPTION OF REVISION DATE CITY 05 •12" O.G. EACH WAY APPROVED: TOP AND BOTTOM -==1- _ PSE CITY OF RANCHO CUCAMONGA P. —IIIIIIi I I— a NO.S2386 m e a a e I I- c� E3X3tREOSS v DETAIL P SUBSTATION 1 OF n e e o d a e - e c BROOKS RANSOM ASSOCIATES t APPROVED BY:00 DATE: ie e [LEJ S pVIL�ENORIEERS M 7413 N. PADA AVE. SUITE 100 o WILLIAM J. O'NEI CITY ENGINEER RCE NO.: 24953 FRESNO, CALFORNIA 93711 aD DESIGN PLAN PREPARED BY: GARY R. OLSEN, P.E. RECOMMENDED c DOW CA. EE 8283 09-06 Underground N • 32 O.C. Service Alert Twp �� �1� p��� s C 1 Vrl MV�7 1 f7CMV ATIONS AND DRAWN ��` 'p FA i `A. PRE 6581 , P.E. Coll: TOLL FREE 1 C CA. EE 16581 03-06 SHEET INSTALL MATERIAL AS PER SPECIFICATIONS — _' E. NC. U. ` 4049 N. FRESNO ST.FRESNO. CA 93726 S5.1 OF DETAIL o » 1-800-422-4133 hewb [-ONO d� FAX: (559) 221-0507 DRAWING N0. AND/OR PLANS OR AS PER E.P.S. APPROVALWOO PH: (559) 221-7230 CHECKED TWO WORKING DAYS BEFORE YOU DIG A- DATE 08-11-03 FILE No cRc-03-001 s a m 0 0 0 N_ ATTACH. PTS. = SYM. ABOUT rt- GHANNE.L - �I �- VERIFY VV e..EG. 5YM. ABovr Typ I/4 - � VERIFY W/ ELEG. �• I'-r I'—r ' I' of COL. a FT ¢ G. ATTACH. PT. cr, TIM _ — 2" DRY PACK • _ —+ -- -- j It 1 9/4' x 24" x 5'-S" 12KV BASE its it ( b• O o 4bAGK • bbKV �� Sno1 5/ "" ANHORBOLTS BASE It • EA. ATTACH. SEE DETAIL I/- FOR • j I PT., T1'P, ADDL INFO (ANGFIOR BOLTS TO BE GALVANIZED). 4 ;I 1/2" x 18" H. 5d155ET It T - TYP. OF 2 _ �' O O (I) 3/4'0x5 3/16" Y1C24 x 104 x_/11_`M 1�SSTUV TV�T! • CENTERED STYIIN. i ATTACH. PTS., TYP. • • • ♦ • • df dh O-0 (TOP OF ROGIU ! SEE A1G12 0 TYR e o a XFMR BASE DETAIL o 0 0 SEE in . FOR 3 ADDL. INFO. 1 =1 -0 = e e DETAIL °' le 1 L.a" . 10" O.G. TYP. E W. i TeB 1/4 • 66KV TOY'IER i 12KV TOWERS It 1 1/4' x 20" x I'-8" BA-1515 PLATE YV/ (4) 1" 0 ANCHOR BOLTS - WE DETAIL I/- FOR ADD'L INFO (AD. TO BE &ALV) "aa� _ 4 h 1/2" x q" HIGH WSSET It It I/2'x6"x0'-6" s 3" CLR EA TYP. OF 2 • EA. ANCHOR BOLT SEE FOUNDATION PLAN SIDE, T1'P. M WI4 x 38 COL rn' N DETAIL DETAIL (TOP OF '�'°U` 4 SEE AIC,1.2) 3/4" CHAMFER EA. SIDE (2) 05 CONT. d * v _ •v TOP OF TOMCR FOUNDATION BEYOND d • 3"-4"0 ROCK FILL ON XFMR SIDE OF CONTAINMENT WALL n 4 T 05 • Ib" O.G. ALT TAILS • • b" 05 • Ib' O.G. 1'-0" I'-0" 4 0 (5) 05 T i B W/ 03 TIES • 170.0. a a e 7 Id aae • • a e -d d e 05GOVT. If1 N1 e d It 2'-0" DETAIL DETAIL CITY DESCRIPTION OF REVISION DATE APPROVED: P`#E CITY OF RANCHO CUCAMONGA R AS—BUILT AS OF 01/17/05 NOM 6 c� EXPIRES 3-3,-* SUBSTATION 1 THESE AS—BUILT OR RECORD DRAWINGS HAVE BEEN PREPARED, 0 IN PART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE a RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVECF a BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. s BROOKS RANSOM ASSOCIATES S S1ROC7URAL ENC•IFFltS OW QICRIEERS APPROVED BY: DATE: VIL 7415 N. PALM AVE SUITE 100 o WILLIAM J. O'NEIL, CITY ENGINEER RCE NO.: 24953 ,p FRESNO, CALIFORNIA $3711 m DESIGN PLAN PREPARED BY: GARY R. OLSEN, P.E. RECOMMENDED Underground CA. EE 8283 09-06 AL tort JOE PREVENDAR, P.E. o Service Alart CONTRACTOR MUST READ SPECIFICATIONS AND DRAWN P. f` SHED CA. EE 16581 03-06 Call: TOLL FREE - J FRESNO, FRESNO O726 _ OF W W. S. m 4049 1-800-422-4133 INSTALL MATERIAL AS PER SPECHCATIONS ,,cbmi,,d sw r, �,D*sm , _ S5.2 AND/OR PLANS OR AS PER E.P.S. APPROVAL CHECKED FAX: (559) 221-05007 DRAWING N0. TWO WORKING DAYS BEFORE YOU DIG AL DATE 0e-11-03 FILE NO cRc-03-001 �7 s a 0 s N 0 EDGE NAILING Q TYP SHAPED 4x8 NAILER YV 3/8"0 NELSON STUDS • 52" o.a. t b" PLYY'IOODNE STANDiN6 SEAM STANDING SEAM METAL FROM ENDS ROOF FRAMING PLAN ROOF ROOF-SEE ROOF FRAMING SIMPSON E.NSIMPSON ST22 RAFTERNOTE: TO RIDGE CONN. SEE DETAIL I/- *1G (2) *'3x4'-0" A106 PLYWD 00 -SEE FOR ROOFING DOYrEL TO RECEIVE 2x8 BLOCKING ONE LAYER FIBFRb�LA55 ROOF FRAMING PLAN AND ADV'L. INFO. BASE FELT OVER ROSIN h (2) *✓ CHORD BARS 3x8 PLATE NOTCH PLYMOOD-� • BEAM SIZED SHEATHING - 5/8" THICK PLATE (TrP �. 2X8 RAFTERS 024" O.G. RF. FRM6. PLAN - R-50 BATT INSULATION 2x SHAPED BL.OGKIN6 TYP BLOCK WALL OPN6. " - BETWEEN RAFTERS 1/4 V FOR WI4x26-FILL f SIMPSON RR EA ==- OPENING WITH &ROUT X. • • SIDRAFE EA RAFTER i 2xAFTER INSTALLATION TER NOTE: TO 3x8 PLATE � OVERHANG LAP (2) *'3x48" NOTE: SEF DETAIL 1/- (2) A55 FRAMING MIN. TYP. �- SEE DETAILS I/- FOR ROOFING AND ANCHORS • EACH 2x EA. SIDE AND 2/- FOR ADD'L. NOTE: ADD'L. INFO. BLOCK TO 5x8 PLATE '1 INFORMATION I/2 TYPE X SEE DETAIL 2/- 2 • I I/2" GYPSUM BOARD 2x8 RAFTER x 3x8 P.T. PLATE W/ 3/4'� A B. FOR STRUCTURAL (TYPICAL) •48" O.G. AND b" MIN. INFORMATION ON DS (3" MIN. EMIBED'TJ - THIS DETAIL SIMPSON LB25 .JOIST FROM OVER ENDS LEVELING GROUT -- W �C3 I40 RIDGE BEAM RIDGE BEAM HANGER (TYPICAL) 8" CW WALL-SEE 1/2" IDL` Y4000 SEE PLAN 4x SHAPED GOVT. ELEVATIONS FOR MORE W/ (2) IOd TO 2x4 BLK6. STWN. RAFTERS NAILER W/ 5/8"4) I0-0" INFORMATION EACH 2x8 RFTR. *3 05 YV Ibd • 8" 04. NELSON STUDS •32" O.G. x (2) *5 CHORD BARS • TOPTIES •8" O.G. 5TAG6�ERED, TYP. AND b" FROM ENDS (TYP) OF WL ALL (TYPICAL) REVAOOD CONT. EAVE V 1 1/2" IES IN TOP 5ITI *4 • AD. HOOK FA CENT IAA MIN. 2" WIDE TYR W/ SCREEN 2x10 REDWOOD FASCIA W/ (2) I bd TO 2x8 RAFTER DETAIL DETAIL DETAIL DETAIL DETAIL NOTE: SEE DETAIL 1/- FOR ROOFING AND 4* BOLTS • WALL ADD'L. INFO. 7 STANDING SEAM METAL PLYW000-5EE ROOF ROOF-SEE DETAIL I/- � / \ FRAMING PLAN 4" MIN. SHAPED 4x8 NAILER 1/2" PLYWOOD YV E06E NAILING ED6E NAILING CONT. TO FASCIA (2) IOd PER OUTRI66�ER TO RID6ESIMPSON SGONN. RAFTER GMU WALL 2" EDGE NAILING _ - PLYWOOD-SFE ROOF FRAMING PLAN - ------ X x. x, X� x x x x > -_- FILL WITH _ - - - - I I I/2" PLYWOOD &ROUTJ NV (2) IOd TO NAILER I � I (TYPICAL) +1 9 II c i 1/2" PLWOOD SHIM I in i 2x8 OUTRIGGER • • 2x8 BLOCKING W/ (3) IOd (TYPE NOTCHED 5x8 PLATE 024" O.G. k� BETOUTRf6GER5 /X 11 h 6�ROUT FILLED OPENING 2x10 FASCIA W/ (2) SIMPSON RR NOTE: x x IOd TO 4x NAILER EA SIDE EA SEE DETAIL 5/- DOUBLE 2x8 RAFTER PLATE 5/8"x4"xI'-0" AND (1) IOd TO NET 4x6 OVTRI66ER FOR MORE INFO (TYPICAL) STEEL DOOR K SIE DET. 5/- SIMPSON 548 JOIST SEE SPECS x W/ (2) 5/4"10 AB. • RIDGE BEAM C3" MIN. EMBED'T) � 8 W SEE ELEVATIONS RIDGE BEAM HAN6E'R (TYPICAL) LOOSE � F�� HOLLOW METAL DOOR .IAMB 8" OM WALL _ FOR REINF. OR WIRE ANCHOR SEE ELEVATIONS (5) MIN. PER JAMB NOTE: (2) *5 • JAMBS FOR REINF. 4x CONT. TO FASCIA E DET. 2/- (TYPICAL) SE FOR MORE I DETAIL 7 DETAIL DETAIL DETAIL DETAIL 3 3 =1'-Om 1 • ` • LINTEL (2)) 05 • 2" FILTER SEE 504370LE LINTEL BLOCK LINTEL BLOCK AND SPECS VV (2) 0 VV (Z #5 RAIN SHIELD x x AS-BUILT AS OF 01/17/05 SEALANT NOTE: THESE AS—BUILT OR RECORD DRAWINGS HAVE BEEN PREPARED, DOOR HEAD INSTALL DAMPER 2" IN PART, ON THE BASIS OF INFORMATION COMPILED AND FILL VV GROUT PER MANUF. FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE DOOR HEAD-FILL REMOVABLE STEEL REOUIREMET�1'5 RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE ® WITH &ROUT TRANSOM PANEL BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. NOTCH FOR INSTALL. 10 6A. &ALV. SHEET REMOVAL OF TRANS. METAL FLASHING STEEL DOORS SPECS ® AND DAMPER FRAME 5 1/2" (MIN REMOVABLE PANEL -SEE SPECS STOP W/ 010 FLAT � GLR. h CITY SEALANT HEAD MACHINE SCREYVS DESCRIPTION OF REVISION DATE •8" O.G. (TYPICAL AROUND PERIMETER = 1 x AS RETJt'D FOR S.S APPROVED: OF PANEL) h SEALANT J 2" FILTER INSTALL. PSE "�C EXTERIOR L ALL CITY OF RANCHO CUCAMONGA LANDING � � u LI 5/4x1 5/4x1/4" YV NO.S2386 5SEE SPECS DOOR MACHIN REWS) *12 FLAT HEAD 4c� 3 31-S SUBSTATION 12KV 3-3,-06 REMOVABLE TRANSOM BAR P \ .; J>'� 0 DETAIL DETAILDETAIL 13D1 3 =1 -0 3 =1'-0 BROOKS RANSOM ASSOOATES DATE: r Go APPROVED BY: RCE NO.: 24953 1 STRUCTURAL DIGIEMS m CIVIL 84001M"S '? 7415 N. PALM AVE. SUITE 100 O wi BWILLIAM J. 0 NEI CITY ENGINEER y tnESNo, cAUFaRmA 937n m DESIGN PLAN PREPARED BY: GARY R. OLSEN, P.E. RECOMMENDED Underground CA. EE 8283 09-06 o Al. � p01Fq JOE EPER 16581AR03-06 N Service ry c e Alert COWRACTOR MUST READ SPEC,'IFICATIONS AND DRAWN P, f f SHEET Call: TOLL FREE 4049 N. FRESNO ST. �1� 4 o NC' S. "' FRESNO CA 93726 S5.3 OF 1-800-422-4133 IIV�TALL MATERIAL AS PER SPECIRCATIONS ,,,�,,,s,�,,, EN%mPH: (559) 221-7230 b \ CHECKED FAX: (559) 221-0507 DRAWING NO- AND/OR PLANS OR AS PER E.P.S. APPROVAL TWO WORKING DAYS BEFORE YOU DIG AL DATE 08-11-03 FILE NO CRC-03-001 s C.m 6 _ n TYP. 1/4 Wt4x TAS. h (2) 3/4'# A925N EAG+ ROUND GOR1eR5 Wi4x COL. TS Or CORNERS It 3/8' STIFF. 1/4" THICK GIM° PL/1 I 1/4 E.S., TYP. NOTE: T56x6xl/4' SEE ELECT. FOR - - - - - - - - - DETAIL MORE INFO. AND _ - I 3 2 VARIFICATION OF INFO. CONTAINED I -� H HERE. - ~ I = 10 � s 4' SEE OL - .-BOX17 FRAME TO ` • ,p 1/4 CHANNEL A iN5ULATOR-SEE EL.6GT. I L2 1/2x2 1/2x1/4" : ; _ tIS-0 e R5/8"xi'-b•x2'-lo" I BOX FRAME T-__--- T.o S. I I[I/4'x1'-6"x2'-10' 13/8' 51/40 19/60 Ie1/4'x10'x2'-lo" J • 3 LOCATIONS (SAME AS I I l'w (� �,20�• L,O�r, TYP SIDE PLATES) W/ (4) 1/20 A925N 1/4 O AND LOCK WASHERS EACH SIDE OF W14 FULL HT. STIFF. IES/8' GI2x T413 CHORDS (SEE EL.EG. FOR SPACING) EA. SIDE CENTERED BTM. WTbx's 1/4 2-4 WI4x BM. CROSS SECTION - 12KV TERMINATION- 0 DETAIL 8• _ ' 4" h h C12x T45 G40RD5 PLATE 1/4'x10'x2'-I" 1/4 • 9 LOCATIONS = ` TYP END PLATE S/Dxbxl'-3" I I 1/4 W/ (4) 3/40# A92514 I I I W14x COL" TYP I I I n W14x BEAM I I L_ INSULATOR-SEE ELECT. DETAIL D3/4 Cmc DESCRIPTION OF REVISION DATE APPROVED: �pFESS�,,_ CITY OF RANCHO CUCAMONGA AS-BUILT AS OF 01/17/05 '" WQNS2386 c� EXPIRES �31v THESE AS—BUILT OR RECORD DRAWINGS HAVE BEEN PREPARED, J�' P SUBSTATION 12KV IN PART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE �q� OF c RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. BROOKS RANSOM ASSOOATE SMX�e APPROVED BY: DATE: • 7415 N. PAIN AVE. 9lATE 100 0 RCE ,�, FRESIq. CALIFOFMA 93711 n WILLIAM J. O'NEI CITY ENGINEER " 49 3 m DESIGN PLAN PREPARED BY: GARY R. OLSEN, P.E. RECOMMENDED Underground CA. EE 8283 09-06 AL q CA. EE 16581 03-06 Service Alert �a�f f CONTRACTOR MUST READ SPECIFICATIONS AND DRAWN P. + C PREVENDAR, P.E. SHEET Call: TOLL FREE 1 4049 N. FRESNO ST. c� 4 and �' FRESNO CA 93726 S5.4 c 1-800-422-4133 ���- MATERIAL AS PER SPECIF-1CATIONS ,,, �,,,,,�, OF CHECKED FAX: (559) 221-0507 DRAWING NO. AND/OR PLANS OR AS PER EP.S. APPROVAL �� PH: (559) 221-7230 TWO WORKING DAYS BEFORE YOU DIG AL DATE 08-11-03 FILE No CRC-03-001 C310�D V) S P q� O 8� N_ 0 A SIDE ELECTRICAL CONTROL CONNECTIONS REMOVE WIRES A17-A/TBA-2-5 FROM + SIDE A19-A/TBA-2-7 TO SECTION 11 OF INPUTS & A21-A/TBA-2-9 TERMINAL STRIPS LUG TOGETHER - AS SHOWN - TO RELAY + A23 -3-1 POWER SUPPLY A25-A/TBA-3-3 NO CHANGE REMOVE WIRES REMOVE WIRES REMOVE WIRES (REV. 1) A27-A/TBA-3-5 > FROM + SIDE A21-A1 TB2-A1-1 FROM + SIDE A21-A3/TB2-A3-1 FROM + SIDE / TO SECTION 11 TO SECTION 11 TO SECTION 11 OF INPUTS & A23-Al/TB2-A1-3 TERMINAL STRIPS OF INPUTS & A23-A3/TB2-A3-3 TERMINAL STRIPS OF INPUTS & A21-T/TBT-2-1 TERMINAL STRIPS TO SECTION 11 LUG TOGETHER LUG TOGETHER LUG TOGETHER TERMINAL STRIPS TO RELAY + A25-A1/TB2-A1-5 AS SHOWN - TO RELAY + A25-A3/TB2-A3-5 AS SHOWN - TO RELAY + A23-T/TBT-2-3 AS SHOWN - AS SHOWN - POWER SUPPLY A27-A1/TB2-A1-7 NO CHANGE POWER SUPPLY A27-A3/TB2-A3-7 NO CHANGE POWER SUPPLY NO CHANGE NO CHANGE (REV. 1) (REV. 1) (REV. 1) TO SECTION TO SECTION 11 TO SECTION 11 TERMINAL � 00 o o N � � TERMINAL STRIPS TERMINAL STRIPS :> AS SHOWN - I I I I I MOVE WIRES AS SHOWN - AS SHOWN - NO CHANGE Cj N N It I� I) TERMINATED ON > NO CHANGE > NO CHANGE m m m z m m m SIDE OF INPUTS TO F + SIDE OF INPUTS Q a Q Ov a Q Q (REV. 1) N `° °1 r1 r� aMl1 N a I I I I I I o N O d 0 � � a a Q Q MOVE WIRES a a a a MOVE WIRES I I MOVE WIRES Q Q Q z Q a Q I I I I TERMINATED ON - I I Uj I I TERMINATED ON - N N TERMINATED ON - w m m m m SIDE OF INPUTS TO m m m m SIDE OF INPUTS TO SIDE OF INPUTS TO * o + SIDE OF INPUTS + SIDE OF INPUTS °�° °�° + SIDE OF INPUTS a a a a (REV. 1) Q a a a (REV. 1) (REV. 1) I I I I i I I I I I N 0 (0 00 N 4 UNIT 2 O N N NN N N N N N N 101 102 103 104 105 106 z a a a a a a a a a a L_ UNIT 3 __ WwwwUNIT4 103 104 UNIT 5 II XFPA 103 104 105 106 CB-A1 103 104 105 106 CB-A3 TBA-2 + CB-T -- A17-A/TBA-2-5 ----- - -- A18-A/TBA-2-6 ----- 1 -- A19-A/ ----- 14 - - XFPA I XFPA I I XFPA or XFPB -- A20-A/TBA-2-8 ----- 4 I I O �T' 0 - -- A21-A/TBA-2-9 ----- 1-5- I -- A22-A/TBA-2-10 ---- TB2-A1 TB2-A3 TBT-2 1 - -- A21-A1/TB2-A1-1 1 - -- A21-A3/TB2-A3-1 ----- 4 1 -- A21-T TBT-2-1 ----- XFPA TBA-3 - -- A22-Al/ B2-Al-2 - -- A22-A3/ 2-A3-2 ----- 175 -- A22- /TBT-2-2 ----- XFPA 1 - -- A23-A/TBA-3-1 - -- A23-Al/ 132-Al-3 ----- 144 - -- A23-A3/TB2-A3-3 ------- -- A23-T/TBT-2-3 ----- 5 XFPB -- A24-A/TBA-3-2 - -- A24-A1/TB2-A1-4 -------1-43- ---- 14 4 - -- A24-A3/TB2-A3-4 ----- 177 4 -- A24-T/TBT-2-4 ------LMJ XFPB -- A25-A/TBA-3-3 ----- - -- A25-A1/TB2-A1-5 ----- 145 5 - -- A25-A3/TB2-A3-5 ----- 17 I 4 - -- A26--A/TBA-3-4 -----fMI A26-A1/TB2-A1-6 ----- 14 - -- A26-A3/TB2-A3-6 ----- 1 - -- A27-A/TBA-3-5 ----- 1 - -- A27-A1/TB2-A1-7 ----- 151 7 - -- A27-A3/TB2-A3-7 ----- 306 -- A28-A/TBA-3-6 ----- - -- A28-A1/TB2-A1-8 ----- 150 - -- A28-A3/TB2-A3-8 ----- 305 2-#16 XFPA 12-#16 I 8-#16 I 8-#16 I 2-#16 XFPB 120V+ OUT OF XF = RED #16 120V+ OUT OF XF = RED #16 120V+ OUT OF XF = RED #16 120V+ OUT OF XF = RED #16 120V+ BACK TO II = BLUE #16 120V+ BACK TO II = BLUE #16 120V+ BACK TO II = BLUE #16 120V+ BACK TO II = BLUE #16 c JUMPER +&- 120VDC TO TERMINALS ON SEL INPUTS AS SHOWN c JUMPER +&- 120VDC TO TERMINALS ON SEL INPUTS AS SHOWN JUMPER +&- 120VDC TO TERMINALS ON SEL INPUTS AS SHOWN JUMPER +&- 120VDC TO TERMINALS ON SEL INPUTS AS SHOWN 387A — A CONNECTIONS 351 —A1 — A CONNECTIONS 351 —A3 — A CONNECTIONS 351 —T — A CONNECTIONS REMOVE WIRES REMOVE WIRES REMOVE WIRES FROM + SIDE A21-A/TBA-5-1 TO SECTION 11 FROM + SIDE A21-A2/TB2-A2-1 TO SECTION 11 FROM + SIDE A21-A4/TB2-A4-1 TO SECTION 11 OF INPUTS & OF INPUTS & OF INPUTS & A23-A/TBA-5-3 TERMINAL STRIPS A23-A2/TB2-A2-3 TERMINAL STRIPS A23-A4/TB2-A4-3 TERMINAL STRIPS LUG TOGETHER A25-A/TBA-5-5 AS SHOWN - LUG TOGETHER A25-A2/TB2-A2-5 _ A25-A4/TB2-A4-5 LUG TOGETHER _ TO RELAY + TO RELAY + TO RELAY + — NO CHANGE NO CHOANGE No CHAAS NGE POWER SUPPLY A27-A/TBA-5-7 POWER SUPPLY A27-A2/TB2-A2-7 POWER SUPPLY A27-A4/TB2-A4-7 — (REV. 1) (REV. 1) (REV. 1) TO SECTION 11 TO SECTION 11 TO SECTION 11 TERMINAL STRIPS TERMINAL STRIPS TERMINAL STRIPS AS SHOWN - AS SHOWN - AS SHOWN - NO CHANGE F > NO CHANGE > NO CHANGE `�. N � (O 00 N It (O 00 o I I I i I I I I N w 00 N N N N 0 1 0 1 1 0 1 MOVE WIRES a a a a MOVE WIRES a a a a MOVE WIRES LLJ �n �n �n in I I I I TERMINATED ON - I 1 I I TERMINATED ON - TERMINATED ON - N N N N m m m m SIDE OF INPUTS TO ~ zw a w Q a w a SIDE OF INPUTS TO m m m m SIDE OF INPUTS TO m m m m Z m m Z m + SIDE OF INPUTS \ \ \ \ + SIDE OF INPUTS \ \ \ \ + SIDE OF INPUTS \ \ \ \ N N N N At o a o a a o a (REV. 1) a a a a (REV. 1) a a a a (REV. 1) I I I I I I I I I I I I N q ca 00 N d c0 00 O N O N N O N N N N N N N N N z a z a a z a a a a a a a a a —;W WW�9W � UNIT 2 UNIT 3 UNIT 4 4 103 104 105 106 103 104 105 106 103 104 105 106 --� CB-A ---� CB-A2 r-+-1 CB-A4 01-01-04 + + REV 1 XFPA � II XFPA � II XFPA 0 A-5 TB2-A2 TB2-A4 TB 1 - -- A21-A/TBA-5-1 1 - -- A21-A2/TB2-A2-1 ----- 1 - -- A21-A4/TB2-A4-1 ------ A22-A/TBA-5-2 2 - -- A22-A2/ B2-A2-2 ----- - -- A22-A4/TB2-A4-2 ----- 30 CITY w - -- A23-A/TBA-5-3 - -- A23-A2/ 82-A2-3 ----- 16 3 - -- A23-A4/TB2-A4-3 ----- 31 DESCRIPTION OF REVISION DATE APPROVED: 4 - -- A24-A/TBA-5-3 4 _ -- A24-A2/TB2-A2-4 ----- 16T 4 _ -- A24-A4/TB2-A4-4 ----- ll Ed -- A25-A/TBA-5-5 -----{ ] -- A25-A2/TB2-A2-5 ----- 166 A25-A4/TB2-A4-5 #17 A26-A/TBA-5-6 ----- 1371 - -- A26-A2/TB2-A2-6 ----- 1 6 - -- A26-A4/TB2-A4-6 -----A27-A/TBA-5-7 - -- A27-A2/TB2-A2-7 ----- 1 9 - -- A27-A4/TB2-A4-7 ----- C I O F RANCHO C U CAM O N GA y - -- A28-A/TBA-5-8 8 - -- A28-A2/TB2-A2-8 ----- 168 8 - -- A28-A4/TB2-A4-8 ----- 31 �/ M e 8-#16 ( 8-#16 I 8-#16 r ru ELECT. CONTROL - A SIDE ° SUBSTATION 12KV 120V+ OUT OF XF = RED #16 120V+ OUT OF XF = RED #16 120V+ OUT OF XF = RED #16 Tj) AS-BUILT AS OF 01/17/05 " 120V+ BACK TO II = BLUE #16 120V+ BACK TO II = BLUE #16 120V+ BACK TO I � = BLUE #16 J_ m �t JUMPER +&- 120VDC TO TERMINALS ON SEL INPUTS AS SHOWN JUMPER +&- 120VDC TO TERMINALS ON SEL INPUTS AS SHOWN c JUMPER +&- 120VDC TO TERMINALS ON SEL INPUTS AS SHOWN THESE AS—BUILT OR RECORD DRAWINGS HAVE BEEN PREPARED, IN PART, ON THE BASIS OF INFORMATION COMPILED AND V1 o FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE 351 —A — A CONNECTIONS 351 —A2 — A CONNECTIONS 351 —A4 — A CONNECTIONS RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE APPROVED BY: RCE DATE NO.: 24953 co BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. WILLIAM J. O'NEIL, CITY ENGINEER DESIGN PLAN PREPARED BY: GARY R. OLSEN, P.E. RECOMMENDED oCA. EE 8283 09-06 W Underground GRO `�� P �F� DoE PREVENDAR, P.E. Z Service Alert CONTRACTOR MUST READ SPECIFICATIONS AND P, CA. EE 16581 03-os g Call: TOLL FREE DRAWN � ''' SHEET E. INC. S. ` 4049 N. FRESNO ST. 1 -800-422-4133 INSTALL MATERIAL AS PER SPECIFICATIONS CRT lAssim,,,W.cma FRESNO, CA 93726 EC- 1 OF 7 Ew"I""" PH: (559) 221-7230 AND/OR PLANS OR AS PER E.P.S. APPROVAL CHECKED FAX: (559) 221-0507 DRAWING NO. TWO WORKING DAYS BEFORE YOU DIG GRO DATE 12-22-03 FILE NO CRC-03-001 CRC001 —EC1 B SIDE ELECTRICAL CONTROL CONNECTIONS REMOVE WIRES A17-B/TBB-2-5 - FROM + SIDE A19-B/TBB-2-7 TO SECTION 11 r F-386A SHEET LEGEND. OF INPUTS & A21-8/TBB-2-9 TERMINAL STRIPS I >>E:]�<-- LUG TOGETHER AS SHOWN - 120 VDC >>CE� I = CONNECTIONS TO RELAY + A23-B/TBB-3-1 j , NO CHANGE REMOVE WIRES REMOVE WIRES 86A = 387A TRIP (+XF TRIPS) TB-2 POWER SUPPLY A25-B/TBB-3-3 � I -------------- = SCE MINUS FROM + SIDE A21-B3/TB2-B3-1 TO SECTION 11 FROM + SIDE A21-B1/TB2-81-1 TO SECTION 11 (REV. 1) A27-B/TBB-3-5 86B = TRANS. TRIP FROM SCE L-= 6 RPA I OF INPUTS & A23-B3/TB2-B3-3 TERMINAL STRIPS OF INPUTS & A23-B1 TB2-B1-3 TERMINAL STRIPS ( 86C = 351 TRIP NOT SHOWN) --------- = SCE PLUS LUG TOGETHER LUG TOGETHER / ( I EXISTING CABLE CONNECTED & TESTED TO RELAY + A25-B3/TB2-83-5 AS SHOWN - AS SHOWN - TO SECTION 11 86D = TRIP TO SCE BANK BKR � 7 15GA ' A25-B1/TB2-61-5 POWER SUPPLY NO CHANGE TO RELAY + NO CHANGE TERMINAL STRIPS j A27-B3/TB2-B3-7 POWER SUPPLY A27-B1/TB2-B1-7 > AS _ (REV. 1) (REV. 1) NO CHANGE + 866 = 86D E � 8 RN--A i r-------------------------------------- TO SECTION 11 TO SECTION 11 I __—_ _—__ — --_ --- I I TERMINAL STRIPS TERMINAL STRIPS to 00 o N '� I ===T B G --j I AO A06 AS SHOWN - AS SHOWN - N N N w M � MOVE WIRES I ' - + NO CHANGE NO CHANGE I I I I I I ' I I FFm m m U m m m TERMINATED ON - i H -� I ' m m m z m m m SIDE OF INPUTS TO j ; I ! 16 14 I OUT 103 N qt (D H H F --- I I I I N v t0 00 m m m zo m m 11-1 + SIDE OF INPUTS j j L:_=_- -__—_(J 386A I ' r) to rh I I I I I I I V I I I (REV. 1) ; j I + m m m m MOVE WIRES m m m w m o_o o N c (D 00 , I _ 868 j MOVE WIRES N N O N N N _r L L— TERMINATED ON - I I I c� I TERMINATED ON - Q a a z Q a Q _+ B G -�— - --- ------- C14 N N N N N N r-� r m m m m SIDE OF INPUTS TO m m m Z m SIDE OF INPUTS TO I - + I m m M + SIDE OF INPUTS zo + SIDE OF INPUTS * i ' LI m m m m (REV. 1) m m m v m (REV. 1) LI16 t4 768-3 I I I I I I I N C14 04 C14 ON! 04 0 I I � __—__—__—_-� I j � VERIFY 17 1 DC Q Q Q a Q Q a z Q 101 102 103 104 105 106 I ; —_86D — I I I 8 DC -+ �} SECTION 11 * * -- UNIT 9 i B G J T686D1 j I TBA-9 + , CB—B - + A-86D12 A- 1 ( A-86D18 - j INTERCONNETS-1 IN CT CAN UNIT 7 UNIT 8 L18 — — —, 103 104 105 106 103 104 105 106 - I SPARE I 1 CB-83 + CB—B1 TBB-2 I I XFPA ' I SECTION 2 SECTION 11 TB-SPARE ' -- A17-B/TBB-2-5 ------ 1EXISTING CABLE 7 _ - L-- - -- A18-B/TBB-2-6 ----- 1 VERIFY XFPA I I XFPA 7 - -- A19-B/TBB-2-7 ------ 14 CONNECTION 1 + - -- A20-B/TBB-2-8 ------ 147 _ I AND TEST 11 - - - - 13 + TB2-B3 TB2-61 10 - -- A22-B%TBB-2-90 ---- 1 3 r---- -- -- -- -- -- —_ -- -- -- F-3868- -- —_ -- ----- - 15 1 - -- A21-B3/TB2-83-1 ----- 1 4 - -- A21-61/762-B1-1 I >�CF- — ---_J - -- A22-B3/TB2-63-2 ----- 17 - -- A22-B1/TB2-B1-2 TBB-3 120 VDC >��E i SCE CABLE -- A23-63/762-63-3 ----- 1 - -- A23-B1/T82-B1-3 ----- 144 1 - -- A23- B-3-1 I 4 - -- A24-B3/TB2-63-4 ----- 1 4 - -- A24-B1/TB2-B1-4 ----- 14 - -- A24-B/TBB-3-2 i IN SCE YARD -- A25-83/TB2-B3-5 ------- - -- A25-B1/TB2-B1-5 ----- 14 - -- A25-B/TBB-3-3 ----- j 86E = 387A TRIP (+XF TRIPS) j -- A25-B /TB2-63-6 ----- 17 - -- A26-61/TB2-B1-6 ----- 14 4 - -- A26-B/TBB-3-4 ----- 1 1 86F = TRANS. TRIP FROM SCE 6 RPB2 7 - -- A27-63/762-63-7 ----- 06 - -- A27-61/782-61-7 ----- 1 1 - -- A27-B/TBB-3-5 ----- I 86G = 351 TRIP (NOT SHOWN) ' I EXISTING CABLE CONNECTED & TE TED -- A28-B3/TB2-B3-8 ----- 305 - -- A28-B1/TB2-B1-8 ----- 1 0 - -- A28-B/TBB-3-6 ----- i 86H = TRIP TO SCE BANK BKR j 7 15GB i 8-#16 I 8-#16 I 12-#16 I 86E + 86F = 86H g RN--B i ' _ I 120V+ OUT OF XF = RED #16 120V+ OUT OF XF = RED #16 120V+ OUT OF XF = RED X116 i �'---86E —'- 120V+ BACK TO I I = BLUE #16 120V+ BACK TO I I = BLUE #16 120V+ BACK TO I I = BLUE #16 I `-'- B G -� i AO A06 ; I j r---r >!c JUMPER +&- 120VDC TO TERMINALS ON SEL INPUTS AS SHOWN >!c JUMPER +&- 120VDC TO TERMINALS ON SEL INPUTS AS SHOWN c JUMPER +&- 120VDC TO TERMINALS ON SEL INPUTS AS SHOWN I i I( "6 H j 4 I OUT 103 ! I I CABLEING SCE MEEK SDG — — — — -- L J 3868 i i j TRIP FROM SCE "A"� 351 -B3 - B CONNECTIONS 351 -B1 - B CONNECTIONS 387A - B CONNECTIONS L j ----86F _-- iLyi�� �J_j I TRIP FROM SCE "B" i r-�- B G —� — — — — I + i J TRIP TO CRC "A" i H r---------------- TRIP TO CRC "B" L16 ,4I j TBB-3 � VERIFY_ J -------------------- REMOVE WIRES REMOVE WIRES REMOVE WIRES ; 7 DC + SECTION 11 FROM + SIDE A21-84 TB2-B4-1 FROM + SIDE A21-B2 TB2-B2-1 FROM + SIDE A21-B TBB-5-1 I ; 86H ( I j 8 DC / TO SECTION 11 / TO SECTION 11 / TO SECTION 11 , OF INPUTS & OF INPUTS & OF INPUTS & L___ J TB86H1 A23-84/782-B4-3 TERMINAL STRIPS A23-B2/TB2-82-3 TERMINAL STRIPS A23-B/TBB-5-3 TERMINAL STRIPS I B G I T88-9 LUG TOGETHER LUG TOGETHER LUG TOGETHER - + I TO RELAY + A25-B4/TB2-B4-5 AS SHOWN - A25-B2/TB2-B2-5 AS SHOWN - A25-B/TBB-5-5 AS SHOWN - i j A-86H1 - H1 EXISTING CABLE TO RELAY + TO RELAY + _ NO CHANGE NO CHANGE NO CHANGE I A-86H1 POWER SUPPLY A27-B4/TB2-84-7 POWER SUPPLY A27-B2/TB2-B2-7 POWER SUPPLY A27-B/TBB-5-7 16 H 14J I VERIFY (REV. 1) (REV. 1) (REV. 1) i IL___________ I I SPARE CONNECTION SECTION 9 ' SECTION 11 AND TEST TO SECTION 11 TO SECTION 11 — — ---- — — -J TERMINAL STRIPS TERMINAL STRIPS TO SECTION 11 TB-SPARE AS SHOWN - AS SHOWN - TERMINAL STRIPS NO CHANGE NO CHANGE AS SHOWN - NO CHANGE SCE INTERFACE DIAGRAM N d (D 00 N d (D 00 I I I I I 1 1 1 N (0 00 ,� N N N N 0 0 0 m m m m MOVE WIRES m m m m MOVE WIRES I- ,� I- ,n U) I- U NOTES: (v N N �I TERMINATED ON - N N N N TERMINATED ON - 0 I U I I U I MOVE WIRES 1) APPARENTLY AS OF 11-1-04 SCE T.T. AND "A" AND m m m m SIDE OF INPUTS TO m m m m SIDE OF INPUTS TO z m z m m z m TERMINATED ON - "B" POSITION WORKS AND HAVE BEEN TESTED. � � + SIDE OF INPUTS � � � � + SIDE OF INPUTS o o o SIDE OF INPUTS TO m m m m (REV. 1) m m m m (REV. 1) v m U m m U m + SIDE OF INPUTS 2 TRIP TO SCE FOR FAULT ON EITHER 3860 AND/OR 1 i I 1 i 1 I I I I 1 I ) 386b DOES NOT WORK. SCE DOES NOT TRIP THEIR 66KV N 't (D 00 N tD 00 O N O N N O OND (REV. 1 N N N N N N N N z Q z Q Q z Q BANK BREAKER IN THEIR YARD. Q Q Q Q Q Q Q Q U 3) VERIFY CONNECTIONS IN SECTION 11 AND TEST WITH SCE UNIT 7 UNIT 8 UNIT 9 4) APPARENTLY TRIP TO SCE HAS NOT BEEN TESTED U 103 104 105 106 103 104 105 106 103 104 105 106 SO VERIFY ALL WIRING CONNECTIONS IN SECTION 11 AND El�CB—B4 CB—BZ CB—B IN SCE INTERCONNECT BOX WHERE SCE TS-1 IS. LEE _ 1-01-04 REV # 1 II � XFPA II � XFPA II � XFPA TB2-B4 T82-82 TBB-5 & - -- A21-B4/TB2-B4-1 ----- - -- A21-B2/TB2-B2-1 ----- 1 1 - -- A21-8/TBB-5-1 - -- A22-B4/TB2-84-2 ----- - -- A22-B2/T62-S2-2 ----- 1 - -- A22-B/TBB-5-2 - -- A23-B4/TB2-B4-3 ------ 312 A23-B2/TB2-B2-3 ----- 163 3 - -- A23-B/TBB-5-3 4 - -- A24-B4/TB2-B4-4 ----- 11 4 - -- A24-B2/TB2-B2-3 ----- 1 4 - -- A24-B/TBB-5-4 CITY - -- A25-B4/TB2-B4-5 ------ 315 A25-82/TB2-B2-5 ----- 166 5 - -- A25-B/TBB-5-5 ------= DESCRIPTION OF REVISION DATE APPROVED: U 4 - -- A26-B4/TB2-B4-6 ----- 14 - -- A26-B2/TB2-82-6 ----- 1 - -- A26-B/TBB-5-6 ----- 13/1 - -- A27-B4/TB2-B4-7 ----- 1 - -- A27-B2/TB2-B2-7 ----- 169 7 - -- A27-B/TBB-5-7 A28-64/782-64-8 ---- 18 - -- A28-B2/TB2-B2-8 ----- 168 - -- A28-B/TBB-5-8 8-#16 8-#16 8-#16 CITY OF RANCHO C U CAM 0 N GA I I I Uj W ELECT. CONTROL - B SIDE Cn 9 120V+ OUT OF XFP-,x = RED #16 120V+ OUT OF XF�Zc = RED #16 120V+ OUT OF XF�c = RED #16 m 120V+ BACK TO I I = BLUE #16 120V+ BACK TO I I = BLUE #16 120V+ BACK TO IUI = BLUE #16 AS-BUILT AS OF 01/17/05SUBSTATI0N 12KV U_ �c JUMPER +&- 120VDC TO TERMINALS ON SEL INPUTS AS SHOWN JUMPER +&- 120VDC TO TERMINALS ON SEL INPUTS AS SHOWN JUMPER +&- 120VDC TO TERMINALS ON SEL INPUTS AS SHOWN m THESE AS-BUILT OR RECORD DRAWINGS HAVE BEEN PREPARED, IN PART, ON THE BASIS OF INFORMATION COMPILED AND 91 351 —B4 — B CONNECTIONS 351 —B2 — B CONNECTIONS 351 —B — B CONNECTIONS FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE DATE: N BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. APPROVED BY: RCE NO.: 24953 WILLIAM J. O'NEIL, CITY ENGINEER DESIGN PUN PREPARED BY: GARY R- OLSEN, P.E. RECOMMENDED o Underground cRo pouf CA. EE 8283 09-06 Service Alert CONTRACTOR MUST READ SPECIFICATIONS AND DRAWN P + f� �� PREVENDAR, P.E. 8 Call: TOLL FREE CA. EE 16581 03-Os SHEET E. INC. S. 4049 N. FRESNO ST. x INSTALL MATERIAL AS PER SPECIFICATIONS CRT FRESNO, CA 93726 EC-2 OF 7 1 -800-422-4133 CHECKED Remfolo MS FAX: (559) 221-0507 DRAWING N0. TWO WORKING DAYS BEFORE You DIG AND/OR PLANS OR AS PER E.P.S. APPROVAL PH: (559) 221-7230 GRO DATE 12-22-03 FILE NO CRC-03-001 CRC001 —EC2 R=100 R=60 R=600 N=600:5 N=600:5 N=3000:5 2-#12 & 15/20/25MVA 1 C W/ 1"C LOOP IN SWGR S=500:5 S=300: 5 S=3000: 5 3-#12 SPARE (0 PARALLEL) UNIT 2 A A XFPB XFPA T83 XFPA CT1 CT4 CT7 120V-10AV 1 1"C W/ H2 X2 LTC AVN 1"C SPARE 5-#12 66KV B �� X1 1 KV - XFPB � B 2 1 1 4"C W AND CT2 CT5 CT8 3- G 1 1/4"C W 4 4 1"C SPARE H1 H3 3 4"C W _ 2-#14 WYE WYE X3 WYE / / 5 3 #6/G 3/4"C W/ 1-BELDON #83656, TYP P -- 3 P = C AA A C 2-#14, PANEL 11 INCOM PANEL 3/4"C W/ � 3 SPARES CT3 CT6 XO CT9 120VAC LTC L' I I 'L' 2-#14, TYPICAL OF 1"C LOOP CUTIN CUTIN 120VAC LTC CUTIN I-A 4 PANEL XFPA UNIT 11 4 IN SWGR INCOM INCOM 1"C LOOP L' C 4 1 1Z=0.083% N RECEIVER R I INCON ( ECE VER IN SWGR E 4 1 CT10 DISPLAY MAIN Mg I I - F 49 50 2 10 MAIN MA' / UNIT 9 1" R=40 UNIT 2 3_#6 N=600:5 1 1/2"C W/ 6/C-#16 � 14- 10 # 2-#14 SHIELDED CABLE S=200: 5 3/4"C W/ TYP BELDON #83706 ADD 1_50/2 TO 2-#12 PANEL 'MSB' `MSA' PANEL PANEL 'L' 120VDc 3/4"C W/ XFPA ,g 1 1/2"C W/ ,g, 2-#12 12 101 FTB-A NOTE: SHORT OUT FT8-A 4 4 1 41 FTB-B 4 FTB-A ADD ADD ALL TERMINALS 58-#16 & 120VDC 20/2 10-#16 SPARE 20/2 BKRBKR -------- - ---- ------------------------------------------------- - ---- ----- - -------------- II II `XFPA' CONNECTIONS SCE 6-#10 6-#10 2-#10 SWBD INTERFACE S61-A NOTE: REMOVE ALL SB2-A SBGS-A 1 A l GROUNDS IN `XFPA' 1 1 1 C1 A & 'XFPB'. GROUND C — 1 'C W/ 4 8AC0 ONLY A 387A 8 C2 4 86C0 12-#10 8AC3 8 3 1"C W/ 16128AC0 28BCO = 11 It 387A 387A TO 351 'MSB' `MSA' 8-#12 UNIT 2 UNIT 2 GROUND TO 387A 1 1 'MSB 1 1 'MSA' GROUND CONNECTIONS TO BE 'MAIN-MA' 387A CONNECTION S RESOLVED W/ SCE LABEL WIRES MSA' - 1 TO 18 'MSB' - 1 TO 18 CONDUIT FILLR=100 R=60 R=600 N=600:5 N=600: 5 N=3000:5 2-#14 S=500:5 S=300:5 15/20/25M VA S=3000:5 UNIT 9 TB3 XFPB A A 'CT1 'CT4 CT7 120V-10 2 V 01 X2 LTC 7 BVN 0 H2 = �A A A�_] 66KV B i�� 4-1 CT8 X1 B 12KV WYE CT2 WYE CT5 H1 H3 X3 WYE C Xp C CUTIN I-A PANEL XFPB TYPICAL OF CT3 CT6 CT9 f V V L A A A UNIT 111 4 L 1 1 `INCA' . ` N F-1 8' DISPLON 4 1 Z=0.0839 �F 4 50/2 10 CT10 6/C-#16 3-#6 R=40 N=600: 5 SHIELDED CABLE BELDON #83706 ADD 1-50/2 TO S=200:5 SCE INTERFACE PANEL `L' XFPB SCE SUBSTATION BY SCE CAN IN SCE SUB 1 10 15 G FTB-A NOTE: SHORT OUT FTB-A 354 4 1 4 FTB_g 5049 G FTB-A ALL TERMINALS -------- - ---- ------------------------------------------------- - ---- ----- - -------------- AD (+) 'XFPB' CONNECTIONS 2 1 OUT 102 TRIPS CB MA & o _ T LOCKS OUT M 4 3 (-) V8ACO 6-#10 NOTE: REMOVE ALL SB2-B 6-#10 SBGS-B 2-#10 SWBD GROUNDS IN 'XFPA' 1 8 1 1 1 & `XFPB'. GROUND CO CO 8 6 5 (+) 3- 8AC2 ONLY A 387A 9 COUT 102 TRIPS CB MB & 4 T LOCKS OUT 98 C CO -_ MB 8 7 (-) 387A 387A TO 351 w UNIT 9 UNIT 9 GROUND A - 2 1 TRIPS CB MA & ) TO 387A 86-1 w T LOCKS OUT GROUND M 4 3 (-) 'MAIN-MB' 387A CONNECTIONS 1:16 56-2 TRIPS CB MB & -.no LOCKS OUT 7 (-) z z U CITY U TS-10 DESCRIPTION OF REVISION DATE APPROVED: J W_ U CITY OF RANCHO CUCAMONGA M SCE INTERFACE w 387A & XIS Px CONNEC IONS co u. AS-BUILT AS OF 01/17/05 SUBSTATION 1 2KV J m THESE AS—BUILT OR RECORD DRAWINGS HAVE BEEN PREPARED, IN PART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE APPROVED BY: DATE: BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. WILLIAM J. O'NEIL, CITY ENGINEER RCE N0.: 24953 DESIGN PLAN PREPARED BY: GARY R. OLSEN, P.E. RECOMMENDED 3o Underground GRo 2 eol�f CA. EE 8283 09-06 �` JOE PREVENDAR, P.E. _ Service Alert CONTRACTOR MUST READ SPECIFICATIONS AND DRAWN P. f` CA. EE ,658, 03-os SHEET 8 Call: TOLL FREE E S N 4049 N. FRESNO ST. 1 —800-422-4133 INSTALL MATERIAL AS PER SPECIFICATIONS CRT FRESNO,5CA 59) 2;'2 230 EC-30F 7 15 AND/OR PLANS OR AS PER E.P.S. APPROVAL CHECKED FAX: (559) 221-0507 DRAWING N0. TWO WORKING DAYS BEFORE YOU DIG GRO DATE 12-22-03 FILE NO CRC-03-001 CRC001 -387A T:\Mn\CRC\001-NEW 12KV SUBSTATIOMAS BUILTS FULL BID SET(PLUS)kA-EC(ELECT CONTROL)DWGS\246522AB-24-REV1-EC4-AB.dwg,ModM,06/10/0501:41:10 PIA D to t= r7 Tl TB ' S LEFT SIDE WALL TB ' S RIGHT SIDE WALL TBA- 1 TB1 —A1 TB1 —B1 TBB— 1 A-AO1/TBA-1-1 1 A-A01 1 A07-A1 A07-Al/TB 1-A1-1 A07-B 1/rTB 1-B 1-1 1 A07-Bl 1 B-A01 B-AO1/TBB-1-1 A-A02/TBA-1-2 2 A-A02 2 A08-A1 —A08-Al/TB 1-A1-2 A08-B1/TB 1-B1-2 2 A08-Bl 2 B-A02 B-A02/TBB-1-2 A-A03/TBA-1-3 3 A-A03 3 A09-A1 A09-Al/TB 1-A1-3 A09-B 1/TB 1-B 1-3 3 A09-61 3 B-A03 B-A03/TBB-1-3 A-A04/TBA-1-4 4 A-A04 4 A10-A1 A10-Al/TB 1-A1-4 Al 0-B 1/TB 1-B 1-4 4 A10-B1 4 B-A04 B-A04/TBB-1-4 co A-A07/TBA-1-5 5 A-A07 5 1 All-A1 Al1-Al/TB1-Al-5 All-Bl/TB1-Bl-5 5 All-B1 5 B-A07 B-A07/TBB-1-5 0o A-A08/TBA-1-6 6 A-A08 6 Al2-A1 Al2-Al/TB1-Al-6 Al2-B1/TB1-Bl-6 6 Al2-B1 6 B-A08 B-A08/TBB-1-6 A-A09/TBA-1-7 7 A-A09 7 A13-A1 Al3-Al/TB1-Al-7 Al3-B1/TB1-Bl-7 7 A13-B1 7 B-A09 B-A09/TBB-1-7 A-Al0/TBA-1-8 8 1 A-A10 8 A14-Al Al4-Al/TB1-Al-8 Al4-B1/TB1-Bl-8 8 A14-B1 8 B-A10 B-Al0/TBB-1-8 (D A-Al1/TBA-1-9 9 A-A11 9 A15-A1 A15-Al/TB1-Al-9 A15-B1/TB1-Bl-9 9 A15-B1 9 B-All B-All/TBB-1-9 C/) A-Al2/TBA-1-10 10 A-Al2 101 Al 6-Al A16-Al/TB1-A1-10 A16-B1/TB1-B1-10 10 A16-B1 10 B-Al2 B-Al2/TBB-1-10 CD C 11 111 A19-A1 i l 11 1121 121 A20-Alj 12 112 TBA-2 TB2—A1 TB2—Bi TBB-2 A-Al3/TBA-2-1 1 A-A13 XFPA-142 1 A21-AI A21-Al/TB2-A1-1 A21-Bl/TB2-BI-1 1 A21-B1 XFPB-142 1 B-A13 B-Al3/TBB-2-1 � A-A14/TBA-2-2 2 A-A14 XFPA-143 — 2 A22-A1 A22-A 1/TB2-A 1-2 A22-B1/TB2-B1-2 2 A22-B1 XFPB-143 2 B-A14 B-Al4/TBB-2-2 A-A 1 5/TBA-2-3 3 A-A15 XFPA-144 3 A23-A1 A23-A 1/TB2-A 1-3 A23-B1/TB2-B1-3 3 A23-B1 XFPB-144 3 B-A15 B-Al5/TBB-2-3 A-A 1 6/TBA-2-4 4 A-A16 XFPA-145 4 A24-A1 A24-Al/TB2-A1-4 A24-B1/TB2-Bl-4 4 A24-B1 XFPB-145 4 B-A16 B-Al6/TBB-2-4 A-A 1 7/TBA-2-5 5 A-A17 XFPA-138 XFPA-148 5 A25-A1 A25-Al/TB2-A1-5 A25-B1/TB2-B1-5 5 A25-B1 XFPB-148 XFPB-138 5 B-A17B-A17/TBB-2-5 A-A 1 8/TBA-2-6 6 A-A18 XFPA-139 XFPA-149 6 A26-A1 A2 6-A 1/TB2-A 1-6 A26-B1/TB2-B1-6 6 A26-B1 XFPB-149 XFPB-139 6 B-A18 B-A18/TBB-2-6 A-A19/TBA-2-7 7 A-A19 XFPA-146 XFPA-151 7 A27-A1 A27-Al/TB2-A1-6 A27-B1/TB2-81-7 7 A27-B1 XFPB-151 XFPB-146 7 B-A19 B-A19/TBB-2-7 A-A20/TBA-2-8 8 A-A20 XFPA-147 XFPA-150 8 A28-A1 A28-A 1/TB2-A 1-8 A28-81/TB2-B1-8 8 A28-B1 XFPB-150 XFPB-147 8 B-A20 B-A20/TBB-2-8 A-A21/TBA-2-9 9 A-A21 XFPA-154 9 5201A1 5201 A 1/TBMOC I-1 5201 B 1/TBMOC 1-1 9 520161 XFPB-154 9 B-A21 B-A21/TBB-2-9 A-A22/TBA-2-10 10 A-A22 XFPA-155 10 5202A1 5202A1/TBMOCI-2 5202B 1/TBMOC 1-2 10 520281 XFPB-153 10 B-A22 B-A22/TBB-2-10 11 11 5203A1 5203A1/TBMOC1-3 5203B 1/TBMOC 1-3 11 520361 11 12 1121 52001 5204A 1/TBMOC 1-4 5204B1/TBMOC1-4 12 5204B1 12 TBA-3 TB3—A1 TB3—B1 TBB-3 A-A23/TBA-3-1 1 A-A23 XFPA-172 1 5205A1 5205A1/TBMOC 1-5 5205B 1/TBMOC 1-5 1 520581 XFPB-172 1 B-A23 B-A23/TBB-3-1 A-A24/TBA-3-2 2 A-A24 XFPA-171 XFPA-181 � 2 5206A1 5206A 1/TBMOC 1-6 5206B 1/TBMOC 1-6 2 5206B1 XFPB-10 XFPB-171 2 B-A24 B-A24/TBB-3-2 D A-A25/TBA-3-3 3 A-A25 XFPA-160 XFPA-180 3 5207A1 5207A 1/TBMOC 1-7 5207B 1/TBMOC 1-7 3 5207B1 XFPB-18XFPB-160 3 B-A25 B-A25/TBB-3-3 z m A-A26/TBA-3-4 4 A-A26 XFPA-161 4 5208A1 5208A 1/TBMOC 1-8 5208B 1/TBMOC 1-8 4 5208B1 XFPB-161 4 B-A26 B-A26/TBB-3-4 A-A27/TBA-3-5 5 A-A27 ,FPA-321 5 3301A1 330lAl/TBTOC1-1 330lBl/TBTOCl-1 5 330161 XFPB-321 5 B-A27 B-A27/TBB-3-5 A-A28/TBA-3-6 6 A-A28 XFPA-322 XFPA-329 6 3302A1 3302A 1/TBTOC 1-2 3302 B 1/TBTOC 1-2 6 3302B1 XFPB-329 XFPB-322 6 B-A28 B-A28/TBB-3-6 XFPA-330 XFPB-330 7 7 3303A1 3303A 1/TBTOC 1-3 3303B 1/TBTOC 1-3 7 3303B1 125VDC f 7 DC2 + DC2 + /TB 1-1 DC2(+)/FU-2032-1 8 8 3304A1 3304A 1/TBTOC 1-4 3304B 1/TBTOC 1-4 8 3304B1 (BY OTHERS) 8 DC2 - DC2 - TB1-2 DC2 - FU-2032-3 0 9 9 3305A1 3305A1/TBTOCI-5 330261/TBTOCI-5 9 330581 RP-2032/SEL-2032-Z2 9 RP-2032 RP-2032/FU-2032-2 ( )/ 10 10 3306A1 3306A 1/TBTOC 1-6 330681/TBTOC 1-6 10 3306B1 RN-2032/SEL-2032-Z26 10 RN-2032 RN-2032/FU-2032-4 11 1111 3307A1 3307A 1/TBTOC 1-7 3307B 1/TBTOC 1-7 11 330781 GND-2032/SEL2031-20 11 ND-203 CND-2032/GB-1 �, 0 12 12 3308A1 3308A 1/TBTOC 1-8 3308B 1/TBTOC 1-8 12 3308B1 GND-3010/SEL3010-GN 12 ND-301 GND-3010/GB-2 TBA-4 TB4—A1 TB4—B1 TBB-4 A07-A/TBA-4-1 1 A07-A 1 A1-86C15 A1-86C15/TB86C1-1 B1-86G15/TB86G1-1 1 B1-86G15 1 A07-B A07-B/TBB-4-1 I "' A08-A/TBA-4-2 2 A08-A 2 Al-86C17 Al-86C17/TB86C1-2 0 B1-86G17/TB86G1-2 2 B1-86G17 2 A08-B A08-B/TBB-4-2 c Z A09-A/TBA-4-3 3 A09-A 3 Al-86C16 A1-86C16/T686C1-3 z_ z Bl 3 B1-86G16 3 A09-B A09-B/TBB-4-3 o A10-A/TBA-4-4 4 A10-A 4 Al-86C14 A1-86CI4/TB86C1-4 B1-86G14/TB86G1-4 4 61-86G14 4 A10-B A10-B/TBB-4-4 L-4 00 D> All-A/TBA-4-5 5 All-A 5 Al-86C21 Al-86C21/TB86C1-5 Bl-86G21/TB86G1-5 5 B1-86G21 51 All-B All-B/TBB-4-5 Ln Alt-A/TBA-4-6 6 Al2-A 6 Al-86C23 Al-86C23/TB86C1-6 N N Bl-86G23/TB86G1-6 6 B1-86G23 6 Al2-B Alt-B/TBB-4-6 Ala-A/TBA-4-7 7 A13-A 7 Al-86C22 Al-86C22/TB86C1-7 n m Ell-86G22/TB86Gl-7 7 B1-86G22 7 A13-B A13-B/TBB-4-7 Al4-A/TBA-4-8 8 A14-A 8 Al-86C28 A 1-86C28/TB86C I-8 Re R, Bl-86G28/TB86G1-8 8 B1-86G28 8 A14-B A14-B/TBB-4-8 Aly-A/TBA-4-9 9 A15-A 9 L, L„ 9 1 9 A15-B A15-B/TBB-4-9 rrl Al 6-A/TBA-4-10 10 A16-A 10 `;' 'i' 10 10 Al 6-B Al 6-B/TBB-4-10 11 11 v °rte,° 11 11 0 0 12 12 12 12 cn o TBA-5 TB 1 —A2 0 o TB 1 —B2 TBB-5 A21-A/TBA-5-1 1 A21-A XFPA-132 XFPB-157 1 A07-A2 A07-A2/TBl-A2-1 A07-B2/TB1-62-1 1 A07-B2 XFPB-132 1 A21-B A21-B/TBB-5-1 C-) A22-A/TBA-5-2 2 A22-A XFPA-133 XFPB-156 2 A08-A2 A08-A2/TBl-A2-2 = = A08-B2/TB1-B2-2 2 A08-B2 XFPB-133 2 A22-B A22-B/TBB-5-270 N A23-A/TBA-5-3 3 A23-A XFPA-134 3 A09-A2 A09-A2/TB1-A2-3 n A09-B2/TB1-B2-3 3 A09-B2 XFPB-134 3 A23-B A23-B/TBB-5-3 W _ N A24-A/TBA-5-4 4 A24-A XFPA-135 4 A10-A2 A10-A2/TB1-A2-4 A10-62/T61-B2-4 4 A10-B2 XFPB-135 4 A24-B A24-B/TBB-5-4 0 Co A25-A/TBA-5-5 5 A25-A XFPA-136 5 All-A2 All-A2/TB1-A2-5 m All-B2/TB1-B2-5 5 All-B2 XFPB-136 5 A25-B A25-B/TBB-5-5 A26-A/TBA-5-6 6 A26-A XFPA-137 6 Al2-A2 Al2-A2/TB1-A2-6 n n Al2-B2/TB1-B2-6 6 Al2-B2 XFPB-137 6 A26-B A26-B/TBB-5-6 m n A27-A/TBA-5-7 7 A27-A XFPA-140 7 A13-A2 A13-A2/TB1-A2-7 A13-B2/TB1-B2-7 7 A13-B2 XFPB-140 7 A27-B A27-B/TBB-5-7 0 A28-A/TBA-5-8 8 A28-A XFPA-141 - 8 A14-A2 A14-A2/T61-A2-8 A14-82/TB1-62-8 8 A14-132 XFPB-141 8A28-B A28-B/TBB-5-8 = 5201A/TBMOCI-1 9 5201A 9 A15-A2 A 1 5-A2/TB 1-A2-9 Aly-B2/TB1-B2-9 9 A15-B2 9 52018 5201B/TBMOCI-1 n 5202A/TBMOC 1-2 10 5202A 10 A16-A2 A16-A2/TB1-A2-10 Al 6-B2/TB1-B2-10 10 A16-B2 10 52028 52028/TBMOCI-2 n 5203A/TBMOC1-3 11 5203A 11 11 A19-B2 11 52038 52038/TBMOC1-3 Z 5204A/TBMOC1-4 12 5204A 121 121 A20-B2j 112152048 5204B/TBMOC1-4 TBA-6 TB2—A2 TB2—B2 TBB—6 5205A/TBMOC 1-5 1 5205A XFPA-157 1 A21-A2 A21-A2/TB2-A2-1 A21-B2/TB2-B2-1 1 A21-B2 XFPB-157 1 52058 52058/TBMOC 1-5 70 `-n 5206A/TBMOCI-6 2 5206A XFPA-158 2 A22-A2 A22-A2/TB2-A2-2 A22-B2/TB2-B2-2 2 A22-B2 XFPB-156 2 52068 52068/TBMOC 1-6 0 Ln 5207A/TBMOCI-7 3 5207A XFPA-163 3 A23-A2 A23-A2/TB2-A2-3 A23-B2/TB2-82-3 3 A23-B2 XFPB-163 3 52078 52078/TBMOC 1-7 5208A/TBMOC 1-8 4 5208A XFPA-162 4 A24-A2 A24-A2/TB2-A2-4 A24-B2/TB2-B2-4 4 A24-B2 XFPB-162 4 52088 5208B/TBMOC 1-8 c:) N 3301A/TBTOC1-1 5 3301A XFPA-166 5 A25-A2 A25-A2/TB2-A2-5 A25-62/T62-82-5 5 A25-62 XFPB-166 5 1 33018 33018/TBTOCI-1 o \„ c:) 3302A/TBTOC1-2 6 3302A XFPA-165 6 A26-A2 A26-A2/TB2-A2-6 A26-B2/TB2-62-6 6 A26-B2 XFPB-165 6 33028 33026/TBTOCI-2 Do c:) 3303A/TBTOC 1-3 7 3303A XFPA-169 7 A27-A2 A27-A2/TB2-A2-6 A27-B2/TB2-B2-7 7 A27-B2 XFPB-169 7 33038 33038/TBTOCI-3 M w 3304A/TBTOC1-4 8 3304A XFPA-168 8 A28-A2 A28-A2/TB2-A2-8 A28-B2/TB2-B2-8 8 A28-B2 XFPB-168 8 3304B 33048/TBTOC 1-4 3305A/TBTOC 1-5 9 3305A 9 5201A2 520lA2/TBMOC3-1 520lB2/TBMOC3-1 9 5201B2 9 33058 33056/TBTOC1-5 D 3306A/TBTOC 1-6 1101 3306A 10 5202A2 5202A2/TBMOC3-2 5202B2/TBMOC3-2 10 5202B2 10 33068 33068/TBTOC1-6 3307A/TBTOC 1-7 ! ! 13307A 11 5203A2 5203A2/TBMOC3-3 5203B2/TBMOC3-3 11 5203B2 11 3307B 3307B/TBTOC 1-7 o 0 3308A/TBTOC1-8 121 3308A 12 52002 5204A2/TBMOC3-4 5204B2/TBMOC3-4 1121 5204B2 112 33088 33088/TBTOC 1-8 TBA-7 TB3—A2 TB3—B2 TBB-7 n W A-86A15/TB86A1-1 1 A-86A15 1 5205A2 --5205A2/TBMOC3-5 5202B2/TBMOC3-5 1 5205B2 1 B-86E15 B-86E15/TB86E1-1 A-86A17/TB86A1-2 2 A-86A17 2 5206A2 5206A2/TBMOC3-6 5206B2/TBMOC3-6 2 5206B2 2 B-86E17 B-86E17/TB86E1-2 A-86A21/TB86A1-3 3 A-86A21 3 5207A2 5207A2/TBMOC3-7 5207B2/TBMOC3-7 3 5207B2 3 B-86E21 8-86E21/TB86E1-3 A-86A23/TB86A1-4 4 A-86A23 4 5208A2 5208A2/TBMOC3-8 5208B2/TBMOC3-8 4 5208B2 4 B-86E23 8-86E23/TB86E1-4 c„ Ln A-86A22/T686A1-5 5 A-86A22 5 3301A2 330lA2/TBTOC3-1 3301B2/TBTOC3-1 5 3301B2 5 1 B-86E22 B-86E22/TB86E1-5 0 o A-86A28/TB86A1-6 6 1 A-86A28 6 1 3302A2 3302A2/TBTOC3-2 3302B2/TBTOC3-2 6 3302B2 6 B-86E28 B-86E28/TB86E1-6 m m A-86A26/TB86A1-9 7 A-86A26 7 3303A2 3303A2/TBTOC3-3 3303B2/TBTOC3-3 7 3303B2 7 B-86E26 8-86E26/TB86El-9 A-86A24/TB86A1-10 8 A-86A24 8 3304A2 3304A2/TBTOC3-4 3304B2/TBTOC3-4 8 330462 8 B-86E24 B-86E24/TB86E1-10 z z A-86B15/TB86B1-1 9 A-86B15 9 3305A2 3305A2/TBTOC3-5 330282/TBTOC3-5 9 3305B2 9 B-86F15 B-86F15/TB86F1-1 A-86BI7/TB8681-2 10 A-86B17 10 3306A2 3306A2/TBTOC3-6 3306B2/TBTOC3-6 10 330682 10 B-86F17 B-86F 1 7/TB86F 1-2 m m A-86B2 1/TB86B 1-3 11 A-86621 1111 3307A2 3307A2/TBTOC3-7 3307B2/TBTOC3-7 11 3307B2 11 8-86F21 B-86F21/TB86F1-3 A-86B23/TB86B1-4 1121 3308A2 3308A2/TBTOC3-8 330882/TBTOC3-8 12 330882 h-2 B-86F23 B-86F23/TB86F1-4 TBA-8 TB4—A2 TB4—B2 TBB-8 zo : FFJ A-86B22/TB8681-5 1 A-86822 1 A2-86C15 A2-86C15/T686C3-1 62-86G15/T686G3-1 1 B2-86G15 1 B-86F22 B-86F22/TB86F1-5 A-86B28/TB86B1-6 2 A-86B28 2 A2-86C17 A2-86C17/TB86C3-2 B2-86G17/TB86G3-2 2 62-86G17 2 B-86F28 B-86F28/TB86F1-6 3 A2-86C16 A2-86C16/TB86C3-3 62-86G16/TB86G3-3 3 B2-86G16 M A-86B26/T68661-9 3 A-86626 4 A2-86C14 A2-86C14 TB86C3-4 B2-86G14/TB86G3-4 4 B2-86G14 3 B-86F26 B-86F26/T686F1-9 A-86624/TB8681-10 4 A-86B24 / 4 B-86F24 B-86F24/TB86F1-10 A-86C15/TB86C1-1 5 A-86C15 5 A2-86C21 A2-86C21/T686C3-5 82-86G21/T686G3-5 5 B2-86G21 5 B-86G15 B-86G 1 5/TB86G 1-1 A-86C 1 7/TB86C 1-2 6 A-86C17 6 A2-86C23 A2-86C23/TB86C3-6 82-86G23/TB86G3-6 6 B2-86G23 6 B-86G17 B-86G 1 7/TB86G 1-2 7 A2-86C22 A2-86C22/TB86C3-7 B2-86G22/TB86G3-7 7 B2-86G22 o A-86C 1 6/TB86C 1-3 7 A-86C16 8 A2-86C28 A2-86C28/T686C3-8 62-86G28/T686G3-8 8 62-86G28 7 B-86G16 B-86G16/TB86G1-3 A-86C14/TB86C1-4 8 A-86C14 8 B-86G14 B-86G14/TB86G1-4 A-86C21/TB86C1-5 9 A-86C21 9 9 9 B-86G21 B-86G21/TB86G1-5 A-86C23/TB86C1-6 10 A-86C23 10 10 10 B-86G23 B-86G23/TB86G1-6 A-86C22/TB86Cl-7 11 A-86C22 11 11 11 B-86G22 B-86G22/TB86G1-7 A-86C28/TB86C 1-8 12 A-86C28 12 12 12 B-86G28 B-86G28/TB86G1-8 TBA-9 TB TB TBB—9 A-86D11/TB86D1-1 1 A-86D11 2 2 1 B-86H11 B-86H11/TB86H1-1 A-86D13/TB86D1-2 2 A-86D13 3 3 2 B-86H13 B-86H13/TB86H1-2 w A-86D12/TB86D1-3 3 A-86D12 4 4 3 B-86H12 B-86H 1 2/TB86H 1-3 w A-86D 1 8/TB86D 1-4 4 A-86D18 =77 5 5 4 B-861-118 B-86H 1 8/TB86H 1-4 A-86D15/TB86D1-5 5 A-861D15 6 6 5 B-861-115B-86H15/TB86H1-5 A-86D 1 7/TB86D 1-6 6 A-86D17 6 B-861-117B-86H17/TB86H1-6 0 o A-86D16/TB86D1-7 7 A-86D16 TO TRIP SCE 7 7 TO TRIP SCE oA-86D1 -8 8 A-86D14 A SIDE 8 8 B SIDE 7 6-86H16 B-86H16/T686H1-7 8 B-861-114 B-86H14/TB86H1-8 D (nA-86D21/TB86D1-9 9 A-86D21 10 9 B-861-121B-86H21/TB86H1-9 m W A-86D23/TB86D 1-10 10 A-86D2311 10 B-86H23 B-86H23/TB86H1-10 A-86D22/TB86DI-11 11 A-86D22 12 11 B-861-122B-86H22/TB86H1-11 A-86D28/TB86D1-12 1121A-86D28 12 B-86H28 B-86H28/TB86H 1-12 _0 z t= A Z f�'1 Z r n - t7 n Z `\ r'I 7Z0 Z C-1 (T� rl- 00 7p Cu I I FTl m CID � m O + D g g WXmZ -� D o m m C 2 v v C=) � ELECt� mct) X m > co C� '`�( Z -uZDCD � z o zz = � 0 cpm- PANEL 'B' 1 3 ocvo w /] SN,a VmWCjC SA3� � � � _ � — XFPA 299 + FU-2032 r _ 125VDC 10A 5o XUN41o; myoma 300 20/2 43- z z oDrn z -� < ZED vi - m Z n 'l o Z cn m m 299 + o �, n I I D Z o m c� XFPB 125VDC CJS N � �� o � �N �D� 0 � � 00 (n � I z 300 2 4 I� z -` oo j0ct4o� z -nom o z� 0 20/2 -� __ r = oma � 33 rn0�� � NmZo O O � ? �vlvCDCD D >. CD m , '�' , opj > 0 z0 � c� nnnnnng 2-#12 rn o � C7C7 m OOjuD O � � S� � S� � C7 0V) x — z c� c� c� c� c� c� 1 (:) C) ---q C M > Z u) r, rn I � cn 715 � nnz v' z 0 M ::acs O c� 70cnmin � v5 m n _ m D m m m m m NJ N I�� � G7zm0 A N m \ O = ` � ZZz cv \ CT) O .'L7 D Z n 0 rn N N O f n D J rn CN I I �- me p Ln -, DZmO < g o �o N D (-) N T o CAV) z � m � mmm � 1 cel rm D N om o > DD > :E0 co ` m m mm z rrMe 701l D cD O I = r'1 rTl O C V ICTI G7 � rm*1!�T rr1 = M Z 500 D V , ^ n < n00m D O m VrJ1 I r I x < 1< D n r� n o c"' i 70 oo � a D t7C� C� t= fTl T1 T:\Mss\CRC\001-NEW 12KV SUBSTATION\AS BUILTS FULL BID SET(PLUSH-EC(ELECT CONTROL)DWCS\24E622A6-25-REV1-EC5-AS.dwg,Mods,05/10/06 01:42:56 PM 70 TB 'S FRONT PANEL TBI -A3 TBT- 1 TBI -B3 A07-A3/TB1-A3-1 1 A07-A3 1 A07-T A07-T/TBT-1-1 1 A07-B3 A07-B3/TB1-B3-1 0o A08-A3/TB1-A3-2 2 A08-A3 2 A08-T A08-T/TBT-1-2 2 A08-B3 ' A08-B3/TB1-B3-2 Co A09-A3/TB 1-A3-3 3 A09-A3 3 A09-T A09-T/TBT-1-3 3 A09-B3 A09-B3/TB 1-B3-3 r A10-A3/TB1-A3-4 4 A10-A3 4 A10-T A10-T/TBT-1-4 4 A10-B3 A10-B3/TB1-B3-4 A 11-A3/TB 1-A3-5 5 A11-A3 5 1 A11-T A11-T/TBT-1-5 5 1 A11-B3 A11-B3/TB1-B3-5 o Al2-A3/TB1-A3-6 6 Al2-A3 6 Al2-T Al2-T/TBT-1-6 6 Al2-B3 Al2-B3/TB1-83-6 Cz,) A13-A3/TB1-A3-7 7 A13-A3 7 A13-T A13-T/TBT-1-7 7 A13-B3 A13-B3/TB1-B3-7 o A14-A3/TB1-A3-8 8 A14-A3 8 A14-T A14-T/TBT-1-8 8 A14-B3 A14-B3/TB1-B3-8 A15-A3/TB1-A3-9 9 A15-A3 9 A15-T A15-T/TBT-1-9 9 A15-B3 A15-B3/TB1-B3-9 A16-A3/TB1-A3-10 10 A16-A3 101 A16-T A16-T/TBT-1-10 10 A16-B3 A16-B3/TB1-B3-10 11 lli Al 9-T A19-T/TBT-1-11 11 12 121 A20-T A20-T/TBT-1-12 12 O — z TB2-A3 TBT-2 TB2-B3 A21-A3/TB2-A3-1 1 A21-A3 XFPA-174 XFPA-325 1 A21-T A21-T/TBT-2-1 XFPB-174 1 A21-B3 A21-B3/TB2-B3-1 A22-A3/TB2-A3-2 2 A22-A3 XFPA-175 XFPA-326 2 A22-T A22-T/TBT-2-2 XFPB-175 2 A22-B3 A22-B3/TB2-B3-2 A23-A3/TB2-A3-3 3 A23-A3 XFPA-176 XFPB-325 3 A23-T A23-T/TBT-2-3 XFPB-176 3 A23-B3 A23-B3/TB2-B3-3 A24-A3/TB2-A3-4 4 A24-A3 XFPA-177 XFPB-326 4 A24-T A24-T/TBT-2-4 XFPB-1 774 A24-63 A24-63/TB2-B3-4 A25-A3/TB2-A3-5 5 A25-A3 XFPA-178 5 A25-T A25-T/TBT-2-5 XFPB-178 5 A25-B3 A25-B3/TB2-B3-5 A26-A3/TB2-A3-6 6 A26-A3 XFPA-179 6 A26-T A26-T/TBT-2-6 z XFPB-179 6 A26-B3 A26-B3/TB2-B3-6 A27-A3/TB2-A3-7 7 A27-A3 XFPA-306 7 A27-T A27-T/TBT-2-7 cr XFPB-306 7 A27-B3 A27-B3/TB2-B3-6 A28-A3/TB2-A3-8 8 A28-A3 XFPA-305 8 A28-T A28-T/TBT-2-8 Ln XFPB-305 8 A28-B3 A28-B3/TB2-B3-8 520 1 A3/TBMOC 1-1 9 5201A3 9 5201T 5201T/TBMOC1-1 `;' 91 5201B3 520lB3/TBMOC1-1 5202A3/TBMOC 1-2 10 5202A3 10 52027 5202T/TBMOC 1-2 10 5202B3 5202B3/TBMOCI-2 5203A3/TBMOC 1-3 11 5203A3 11 52037 5203T/TBMOC 1-3 11 5203B3 5203B3/TBMOC1-3 5204A3/TBMOC 1-4 121 52003 12 52047 5204T/TBMOC1-4 n 121 5204B3 5204B3/TBMOC1-4 CD o TB3-A3 TBT-3 TB3-B3 5205A3/TBMOCI-5 1 5205A3 1 5205T 5205T/TBMOC 1-5 m 1 5205B3 520583/TBMOCI-5 5206A3/TBMOC1-6 2 5206A3 2 5206T 5206T/TBMOC 1-6 2 520683 5206B3/TBMOC 1-6 5207A3/TBMOC1-7 3 5207A3 3 5207T 5207T/TBMOC 1-7 3 5207B3 5207B3/TBMOC 1-7 5208A3/TBMOCI-8 4 5208A3 4 5208T 5208T/TBMOC1-8 4 5208B3 5208B3/TBMOCI-8 330lA3/TBTOCl-1 5 3301A3 5 1 3301T 330 1 T/TBTOC 1-1 a 5 3301B3 330lB3/TBTOCl-1 0 3302A3/TBTOC 1-2 6 3302A3 6 3302T 3302T/TBTOC 1-2 6 3302B3 3302B3/TBTOC1-2 3 30 3A3/T BTOC 1-3 7 3303A3 7 3303T 3303T/TBTOCI-3 7 3303B3 3303B3/TBTOCI-3 3304A3/TBTOC 1-4 8 3304A3 8 3304T 3 304T/TBTOC 1-4 8 3304B3 3304B3/TBTOC1-4 3305A3/TBTOC 1-5 9 3305A3 9 3305T 3 305T/TBTOC 1-5 9 3305B3 3305B3/TBTOC1-5 3306A3/TBTOC 1-6 10 3306A3 101 3306T 3 306T/TBTOC 1-6 10 3306B3 3306B3/TBTOC1-6 3307A3/TBTOCI-7 11 3307A3 11 3307T 3307T/TBTOC 1-7 11 3307B3 3307B3/TBTOC1-7 'o 3308A3/TBTOC 1-8 121 3308A3 121 3308T 3308T/TBTOC 1-8 12 3308B3 3308B3/TBTOCI-8 TB4-A3 TBT-4 TB4-B3 Z A3-86C15/TB86C1-1 1 A3-86C15 1 T-86T15 T-86T 1 5/TB86T 1-1 1 B3-86G15 B3-86C 1 5/TB86G 1-1 o A3-86C1 7/TB86Cl-2 2 A3-86C17 2 T-16717 T-86717/768671-2 2 63-86G17 63-86G17/TB86G1-2 Z A3-86C 1 6/TB86C 1-3 3 A3-86C16 3 T-86T21 T-86T21/TB86T 1-5 3 B3-86G16 B3-86G 1 6/TB86G 1-3 Z o A3-86C 1 4/TB86C 1-4 4 A3-86C14 4 T-86T23 T-86T23/TB86T1-6 4 B3-86G14 B3-86G14/TB86G1-4 A3-86C21/TB86C1-5 5 A3-86C21 5 T-86T22 T-86T22/TB86T1-7 5 B3-86G21 B3-86G21/TB86G 1-5 N A3-86C23/TB86C1-6 6 A3-86C23 6 T-86T28 T-86T28/TB86T1-8 6 B3-86G23 B3-86G23/TB86G1-6 N a A3-86C22/TB86C1-7 7 A3-86C22 7 T-86T26 T-86T26/TB86T2-1 7 B3-86G22 B3-86G22/TB86G1-7 CIO A3-86C28/TB86C1-8 8 A3-86C28 8 T-86T24 T-86T24/TB86T2-2 8 B3-86G28 B3-86G28/TB86G1-8 `" o 9 9 9 k. c/) 10 10 10 ry o � 11 11 11 C/O 1121 l 21 12 D TB1 -A4 TB TB1 -B4 -D A07-A4/TB1-A4-1 1 A07-A4 1 1 A07-84 A07-B4/TB 1-B4-1 �z ? A08-A4/TB1-A4-2 2 A08-A4 2 2 A08-B4 A08-B4/TB 1-B4-2 = o A09-A4/TB 1-A4-3 3 A09-A4 3 3 A09-B4 A09-B4/TB1-B4-3 0 A10-A4/TB1-A4-4 4 A10-A4 4 4 A10-B4 A10-B4/TB1-B4-4 A11-A4/TB1-A4-5 5 A11-A4 5 1 5 A11-B4 A11-B4/TB1-B4-5 a Al2-A4/TB1-A4-6 6 Al2-A4 6 6 Al2-B4 Al2-B4/TB1-84-6 n A13-A4/TB1-A4-7 7 A13-A4 7 7 A13-B4 A13-B4/TB1-84-7 A14-A4/TB1-A4-8 8 A14-A4 8 8 A14-B4 A14-B4/TB1-B4-8 A15-A4/TB1-A4-9 9 A15-A4 9 9 A15-B4 A15-B4/TB1-B4-9 A16-A4/TB1-A4-10 10 A16-A4 10 10 A16-B4 A16-64/TB1-B4-10 11 11 11 U 121 12 12 TB2-A4 TB TB2-B4 A21-A4/TB2-A4-1 1 A21-A4 XFPA-309 1 XFPB-309 1 A21-B4 A21-B4/T82-B4-1 A22-A4/TB2-A4-2 2 A22-A4 XFPA-308 2 XFPB-308 2 A22-B4 A22-B4/TB2-B4-2 o A23-A4/TB2-A4-3 3 A23-A4 XFPA-312 3 XFPB-312 3 A23-B4 A23-B4/TB2-B4-3 rn A24-A4/TB2-A4-4 4 A24-A4 XFPA-311 4 XFPB-311 4 A24-B4 A24-B4/TB2-B4-4 A25-A4/TB2-A4-5 5 A25-A4 XFPA-315 5 XFPB-315 5 A25-B4 A25-B4/TB2-B4-5 A26-A4/TB2-A4-6 6 A26-A4 XFPA-314 6 XFPB-314 6 A26-B4 A26-B4/TB2-B4-6 A27-A4/TB2-A4-7 7 A27-A4 XFPA-317 7 XFPB-317 7 A27-B4 A27-84/TB2-84-6 A28-A4/TB2-A4-8 8 A28-A4 XFPA-318 8 XFPB-318 8 A28-B4 A28-B4/TB2-B4-8 0 0 520lA4/TBMOC3-1 9 5201A4 9 9 5201B4 520lB4/TBMOC3-1 5202A4/TBMOC3-2 10 5202A4 10 101 5202B4 5202B4/TBMOC3-2 5203A4/TBMOC3-3 11 5203A4 11 111 5203B4 5203B4/TBMOC3-3 D 5204A4/TBMOC3-4 121 5204A4 1 12 121 5204B4 5204B4/TBMOC3-4 TB3-A4 TB TB3-B4 ;;o N 5205A4/TBMOC3-5— 1 5205A4 1 1 5205B4 5205B4/TBMOC3-5 5206A4/TBMOC3-6 2 5206A4 2 2 520684 5206B4/TBMOC3-6 o5207A4/TBMOC3-7 3 5207A4 3 3 5207B4 5207B4/TBMOC3-7 5208A4/TBMOC3-8 4 5208A4 4 4 5208B4 5208B4/TBMOC3-8 330lA4/TBTOC3-1 5 3301A4 5 1 5 3301B4 330lB4/TBTOC3-1 z 3302A4/TBTOC3-2 6 3302A4 6 6 3302B4 330264/TBTOC3-2 z 3303A4/TBTOC3-3 7 3303A4 7 7 3303B4 3303B4/TBTOC3-3 m 3304A4/TBTOC3-4 8 33004 8 8 3304B4 3304B4/TBTOC3-4 3302A4/TBTOC3-5 9 3305A4 9 9 3305B4 3305B4/TBTOC3-5 3306A4/TBTOC3-6 10 3306A4 101 10 3306B4 3306B4/TBTOC3-6 cn 3307A4/TBTOC3-7 11 3307A4 11 11 3307B4 3307B4/TBTOC3-7 C) 3308A4/TBTOC3-8 12 3308A4 121 12 3308B4 3308B4/TBTOC3-8 TB4-A4 TB TB4-B4 o A4-86C15/TB86C3-1 1 A2-86C15 1 1 B4-86G15 B4-86G15/TB86G3-1 A4-86C 1 7/TB86C3-2 2 A2-86C17 2 2 B4-86G17 84-86G17/TB86G3-2 _ _0 A4-86C16/TB86C3-3 3 A2-86C16 3 3 B4-86G16 B4-86G16/TB86G3-3 C) A4-86C14/TB86C3-4 4 A2-86C14 4 4 B4-86G14 B4-86G14/TB86G3-4 z A4-86C21/TB86C3-5 5 A2-86C21 5 1 5 B4-86G21 B4-86G21/TB86G3-5 A4-86C23/TB86C3-6 6 A2-86C23 6 6 B4-86G23 B4-86G23/TB86G3-6 A4-86C22/TB86C3-7 7 A2-86C22 7 7 B4-86G22 B4-86G22/TB86G3-7 A4-86C28/TB86C3-8 8 A2-86C28 8 8 B4-86G28 B4-86G28/TB86G3-8 9 9 9 10 101 10 11 11 11 12 121 12 T o TB TB TB D D D D D D 2 2 2 3 3 3 c� cnc� cnc> cnN 4 4 4 zZZ 6 6 6 rte*, n f 7 7 7 0 CD rn 8 8 8 9 9 9 D 10 101 10 0 11 11 11 12 121 12 ('-) co fT1 D D m ;IKZ S r'l rT1 Z G-1 Z F77 r'l m CC) Flu r7-1 Iti 7u C) 77 CO Z7TIZ —i � � � � D -, o E l f CtV Mmm LnM CO C� �`7 Z T _Z Ut r n D v Z = � \ D " n V) M' cn �1 w a OrmoO I W M C N $ SA31S 00 < —4 r - ooD D � Om ®® � Z 7C c6 x `° ZcD � � 00Dr=Tl � 0 D c°n ccvoo N z x 0 z �o N m . (!1 Z -tcnU) M o (a 0 ,4 r-j Mom OM � 00 VJ O Ln D T1 T1 v, z n oA -40cw0 ? = 0rr, — � a � C7 O < N� 3 Ntn-D-u ZM -Tl 0 D D O 0 C) r" , m. _Z O 1 1 r:,—> 00 � D r �7 �_ n C7 O r'' I o o o rpiN C cn r D O '<7 Z �_ � D < z 0 n ; CO � DZ cr) � � � � � `� q Z D � � m 0 N N � � On =rrl CD -< m — ZV) Z � CJi Z n Z7 C7 N O to cn Z m D 9: � DD D2OMr O �l Dc—D < Z N M pm v r-*-t C7 cr W m rr'-'*i m C7 CD Z L,4 i V = mD n —' m0 -< m '� rnr c. C = Z � n n n �c- m D rr Cr rT-1 O n o L4 cD mD �Ne O o o0i a' Q \, CP rTl D t= fTl Tl TB TB TB SB SB W 132 180 eBL 125 VD +C 299 31 1 swi BK 133 181 BK 63FP2 SUPPLY— 300 32 2 LTC FR 134 182 R 1 3 305 33 3 SW2 J N FG 135 27A 2 306 34 U U 49 T1 4 Y 136 1 307 35 5 SW3J FBL 137 3 308 J G 40G O 138 27B 2 309 - sw4501 S B SB BR 139 I 1 310 36 6 W 140 3 311 swl 37 0 N 7 ��BKK141 27C 2 312 38 � � 8 SW2 R 142 201 LCT P.T 313 39 U U 9 �G 143 202 SUPPLY 3 314 40 10 49T2 TB TB 27D TB J G 40 G J F—Y 144 210 2 315 SW3 BL 145 211 1 316 SB SB �0 146 212 4 317 41 11 Sw4BR 147 213 5 318 42 r4-) 12 BK 148 237 63Y 8 319 43 F 13 swl U U R 149 238 19 320 44 14 BR 150 239 9 321 45 15 63XP1 J J SW2 BL/S 151 240 , 10 322 G G 26T R/S 152 241 r--il 323 63Y SB SB BL 153 242 112 324 46 16 SW3 0 154 245 4 325 47 o 17 Y 155 246 5 326 48 1 1 18 TB TB 63Y TB 49 U 19 F7B K 156 247 8 327 50 20 LOW 0 157 248 1 9 328 Ij G G Ij 71 L1 R 158 249 1 99 329 (TANK) � BR 159 259 63XP210 330 SB SB HIGH Y 160 260 11 331 51 21 63Y BL 161 261 12 332 5222 _jLn BL I 162 262 1 23 63PR1 U U (TANK) R 163 263 J 24 BK 164 264 25 J BL 165 265 G G 63PR2 R 166 266 (LTC) SB cv SB B167 267 ~55 26 TB TB TB 56 (~j 27 F___BL F_— 168 268 1 61 128 49B1 (LTC)711_2 R 169 269 1 2 62 U 29 BK 170 270 G 63 30 ' BL J 171 271 49RTD1 W 64 G G 63FP1 8K (TANK) 172 272 1 B 65 �R 173 273 66 TB SB 1 174 1 71 101 j 53 49B2 POWER ~ 2 175 2 72 102 U 54 D SUPPLY 3 176 G 73 120/240V 103 DA IN 4 177 49RTD2 W 74 LJ 103 J 5 178 BK 75 W �6 179 76 G U W 8 4 c� U y (7 3 O QJ Carr w DESCRIPTION OF REVISION DATE APPROVED: J W_ U CITY OF RANCHO CUCAMONGA LU W CON'T'ROL CABINET TERM. BLOCK co AS-BUILT AS OF 01/17/05 _ SUBSTATION 1 2 KV LL H THESE AS-BUILT OR RECORD DRAWINGS HAVE BEEN PREPARED, CONTROL CABINET TERMINAL BLOCK LAYOUT s IN PART, ON THE BASIS OF INFORMATION COMPILED AND o FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE a RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE DATE: j BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. APPROVED BY: RCE N0.: 24953 WILLIAM J. O NEIL, CITY ENGINEER DESIGN PLAN PREPARED BY: GARY R. OLSEN, P.E. RECOMMENDED Underground CA. EE 8283 09-06 3 0 R e �f W G 0 �� z Service Alert f JOE PREVENDAR, P.E. CONTRACTOR MUST READ SPECIFICATIONS AND DRAWN . EE 16581 03-06 SHEET 4049 N. FRESNO T. 8 D Call: TOLL FREE W E, S N E O s cc INSTALL MATERIAL AS PER SPECIFICATIONS CRT FRESNO, CA 93726 EC-6 OF 7 PH: (559) 221-7230 U 1 —800-422-4133 n�:aa.r cmwin AND/OR PLANS OR AS PER E.P.S. APPROVAL CHECKED °i" FAX: (559) 221-0507 DRAWING NO. TWO WORKING DAYS BEFORE YOU DIG GRO DATE 12-22-03 FILE NO CRC-03-001 CRC001 —ADD1 49T1 HV HOT—SPOT WINDING TEMP. 49T2 LV HOT—SPOT WINDING TEMP. 26T LIQUID TEMP. MAIN SUDDEN PRESSURE 63XP1 171 63FP1 63XP2 LTC SUDDEN PRESSURE 180 63FP2 ALARM TRIP ALARM TRIP ALARM TRIP SEAL—IN PANEL qL SEAL—IN PANEL BL OS0') SW2(75') SW3(90') SW4(120') ESW10') SW2(75') SW3(90') SW4(120') SW1(70') SW2(80') SW3(100') D3 1 172 D3 1 181 BK BK BK R G Y BL 0 BR BK R G Y BL 0 BR BK R BR BL/S R/S BL 0 Y D1 = D1 1 71- 2 173R = 2 182 R 0 0 0 0 0 0 0 0 0 0 0 0 0 0 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 63X1 63X1 6 6 ` 63X2 C1 D4 r C1 D4 63X2 T__0 x Q w USED BY USED BY 63X1 a w= 63X1 :4D W m TRANSFORMER TRANSFORMER D6 R3 \R 63L 7 V) Ds R3 \R 63L 7 FANS FANS / , \ R4 R4 U1 63X1 8U1 63X1 8 D5 S1 9 317 D5 S' 9 325 63FP2 SUDDEN PRESSURE 71 L1 OIL LEVEL 63PR1 PRESSURE RELIEF 63PR2 PRESSURE RELIEF 711_2 OIL LEVEL c4 c4 CL (TANK) (LTC) J14 63X2 10 318 �' J14 63X2 10 326 '- (LTC) LOW TRIP (TANK) (LTC) LOW 3 3 2 2 BL BK R BK 0 R BR Y BL BL R BK BL R BK BL R BK ' 1 R1 R2 R5 D2 '1 R1 R2 R5 D2 11 VOLTAGEn-3 + VOLTAGE J1 TT 180 181 t82 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 120V AC 12 120V AC 2-3 + 12 240V AC 3-4 240V AC 3-4 24V DC 1-2 C2 C3 13 24V DC 1-2 C2 C3 13 48 DC 2-3 TT 0 48 DC 2-3 TT 125 DC 3-4 125 DC 3-4 27A 27B 27C 27C X a w 6 63XP1 7 303 j J w 6 63XP2 7 304 63FP1 SUDDEN PRESSURE DA DELTAIR NITROGEN SYSTEM LOSS OF AC LOSS OF AC LOSS OF AC LOSS OF AC Q w = 63Y Q O. v 63Z � vvi 6 7 �vl 6 7 STAGE 1 COOLING STAGE 2 COOLING LTC CONTROL LTC MOTOR 301 302 (TANK) (IN2 CYLINDER TANK TANKOW PRESS. HIGH PRESS. LOW PRESS. 3 2 1 3IF 2 1 3It 2 1 32 1 2 4 BL BK R 2 3 4 5 6 FU <200PSI >7PSI <O.OPSI U 1 3 305 306 307 308 309 310 311 312 313 314 315 316 299 125V DC POWER SUPPLY 300 171 172 173 174 175 176 177 178 179 CONTROL DIAGRAM 27/59 62 MAIN SUDDEN PRESSURE CONTACTS LTC SUDDEN PRESSURE CONTACTS 120V Ac 63 FFROM 203 1 54 2 2 G 63Y 63Y 9 63XP1 10 63Y 63Z 63Z 9 63XP2 10 63Z Ik (F6974 220 2 1 — o0 4 5 8It 9 11 12 4 5 8 9 11 12 3 - 49R1 4981 64 4 � 501o 9 VT � 1 4901 1 VT 90 317 318 319 320 321 322 323 324 325 326 327 328 329 330 331 332 53 1 2 61 65 3 202 66 a 502 — J LTC POTENTIAL VOLTAGE 72 SUPPLY O TEST O 73 BK PLUG R 120 VAC 56 2 2 G W N I N 8-5 1 _ 201 a�6 0 200Lj 4982 4962 W 74 10Aof CD W 86X 43-3 43-3 43-4 43-4 ' 0 501 LTC LOCKOUT, �" 27/59 LTC LTC LTC LTC ACT 2 1 49Q2 ' BK ALARM ALARM LOCAL REMOTE MANUAL AUTO FROM CT- 1 3 1 2 75 2 3 14 15 16 5 6 7 8 5 6 7 8 (F697750) 2 4 57 504 4 55 71 52 5A:0.2A 2 9 16 76 237 238 239 240 241 242 266 267 268 269 270 271 272 273 502 — 2 p 17 11 2 3 CITY DESCRIPTION OF REVISION DATE APPROVED: U W ALARM W 2 1 1 2 4 VOLTAGE s REDUCTION CITY OF RANCHO CUCAMONGA 2 2 19 13 2 5 CONTROL DIAGRAM W y SUBSTATION 12KV J J U_ LL J m CONTROL DIAGRAM CONTROL DIAGRAM APPROVED BY: DATE: AS-BUILT AS OF 01/17/05 WILLIAM J. O'NEIL, CITY ENGINEER RCE N0.: 24953 DESIGN PLAN PREPARED BY: GARY R. OLSEN, P.E. RECOMMENDED Underground CA. EE 8283 09-06 3 THESE AS-BUILT OR RECORD DRAWINGS HAVE BEEN PREPARED, o GRO !` r°'f. s JOE PREVENDAR, P.E. IN PART, ON THE BASIS OF INFORMATION COMPILED AND ServiceAlert CA. EE 16581 03-06 CONTRACTOR MUST READ SPECIFICATIONS AND DRAWN � � SHEET FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE Call: TOLL FREE INSTALL MATERIAL AS PER SPECIFICATIONS W E. S. 4049 N. FRESNO ST. RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE 1 -800-422-4133 CRT P Jm maawC FRESNO. 59 93726 EC-70F 7 U PH: (559) 221-7230 BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. AND/OR PLANS OR AS PER E.P.S. APPROVAL CHECKED FAX: (559) 221-0507 DRAWING NO. TWO WORKING DAYS BEFORE YOU DIG GRO DATE 12-22-03 FELE NO CRC-03-001 CRCOOI -ADDI