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Home My WebLink About2344CONSTRUCTION NOTES SAMPLE OF VENDORS: CONCRETE PRODUCTS Precast concrete item complete with necking,cover,and inserts may be obtained from any of the following approved manufacturers. JENSEN PRECAST 14221 San Bernardino Ave., Fontana, Calif. 92335 Phone: (909) 350 -4111 UTILITY VAULT CO. 10650 Hemlock Ave., Fontana, Calif. 92335 Phone: (909) 350 -2675 (909) 428 -3700 UNLESS OTHERWISE SPECIFIED ON THE WORKING DRAWING WHICH FORMS A PART OF THE SPECIFICATION, THE CONTRACTOR /DEVELOPER SHALL FURNISH THE FOLLOWING ITEMS AT NO COST TO THE CITY OF RANCHO CUCAMONGA. THE ENGINEER HAS ATTEMPTED TO CORRECTLY SHOW ALL EXISTING UTUTIES AND SUBSTRUCTURES IN THE VICINITY OF THE WORK, BUT DOES NOT GUARANTEE THERE ARE NO OTHER SUBSTRUCTURES IN THE AREA, FAILURE OF TIFF ENGINEER TO SNOW ALL SUBSTRUCTURES IN THEIR CORRECT LOCATION WILL NOT BE A BASIS FOR A CLAIM FOR EXTRA WORK, AND THE CONTRACTOR SHALL BE RESPOSIBLE FOR ALL DAMAGES TO SUBSTRUCTURES WHETHER SHOWN OR NOT. 1. CONDUIT: A MINIMUM COVER IN STREET DR PARKWAY IS 30" BELOW GUTTER GRADE, UNLESS NOTED OTHERWISE. B. MINIMUM COVER ON PRIVATE PROPERTY IS 30" BELOW FLASHED GRADE, UNLESS NOTED OTHERWISE. C. CONTRACTOR 5 TO FURNISH AND INSTALL APPROVED CONDUIT TO CITY SPECIFICATIONS PER UGS- 100.1, 110 AND 120. D. FOR THE TYPE OF CONDUIT FOR THIS JOB, SEE CITY SPECIFICATIONS. E. CAP ALL MAINLINE CONDUITS AND SERVICE CONDUITS PER CITY SPECIFICATIONS. F. INSTALL BLANK CONDUIT PLUGS IN ALL CONDUITS TERMINATING INTO VAULTS, MANHOLE'S, PMH'S, SOE'S k ALL CAP LOCATIONS, PER CITY SPECIFICATIONS. G. INSTALL PULL ROPE IN ALL CONDUIT RUNS. PULL ROPE TO BE 3/16" POLYPROPYLENE OR POLYETHYLENE ROPE, BRAIDED OR TWISTED. H. ALL CONDUIT MUST BE MANDRELS) WITH A CITY APPROVED MANDRELL 2. CONDUIT RADIUS REQUIREMENTS: A THE MINIMUM RADIUS FOR BENDS ARE: 36' FOR CONDUITS 3" IN DIAMETER OR SMALLER 48" FOR CONDUITS 4" AND 5" IN DIAMETER 60" FOR 6" DIAMETER CONDUIT B: THE MINIMUM RADIUS FOR ALL SWEEPS OF ALL MAINLINE CONDUITS IS 12'-6" (UNLESS NOTED OTHERWISE). 3. EXCAVATION AND BACKFILL: A WORK AREA SHALL BE CLEARED AND ROUGH GRADED TO WITHIN FOUR INCHES OF FINAL GRADE PRIOR TO INSTALLATION OF CITY CONDUIT OR STRUCTURES. EL ALL EXCAVATIONS SHALL BE IN ACCORDANCE WITH THE CAUJFORNIA STATE CONSTRUCTION SAFETY ORDERS (WHEN APPUCABLE), CITY SPECIFICATIONS, AND ALL GOVERNING LOCAL ORDINANCES. C. EACH TRENCH TO BE A UNIFORM DEPTH BELOW FINAL GRADE PRIOR TO INSTALLATION OF CITY CONDUIT OR STRUCTURES. D. BACKFILL SHALL BE PROVIDED BY THE CONTRACTOR FOR ALL EXCAVATIONS AND SHALL INCLUDE CRUSHED ROCK, CONCRETE, AND /OR IMPORTED BACKAU, WHEN REWIRED. E. BACKFILL WITH A MINIMUM OF ONE SACK PER YARD SAND CEMENT SLURRY AROUND AND OVER VAULTS AND MANHOLES AND AROUND PMH'S WITHIN ONE FOOT OF FINISHED GRADE. F. BACKFILL. PER AGENCY SPECIFICATIONS, SHALL IMMEDIATELY FOLLOW SUBSTRUCTURE INSTALLATION. AT NO TIME SHALL CABLE BE LEFT EXPOSED OVER 24 HOURS. G. NO ROCKS ARE ALLOWED WITHIN 12 INCHES OF DIRECT- BURIED CABLES OR ANY CONDUIT WITHOUT CONCRETE ENCASEMENT. NATIVE BACKFILL CAPABLE OF PASSING THROUGH A OE -HALF INCH MESH SCREEN SHALL BE CONSIDERED TO BE "ROCK FREE ". IF EXISTING BACKFILL DOES NOT PASS THROUGH A 1/2• SCREEN, PLACE IMPOROED SAND 3" BELOW AND 12" ABOVE CITY CABLES. AFTER THIS POINT, NO ROCKS LARGER THAN 12" DIAMETER ARE PERMITTED. H. ALL BACKFILL SHALL BE COMPACTED TO MEET OR EXCEED LOCAL ORDINANCES OR OTHER REQUIREMENTS. IT SHALL BE PLACED IN A MANNER THAT WILL NOT DAMAGE THE CONDUIT OR SUBSTRUCTURE OR ALLOW FUTURE SUBSIDENCE OF THE TRENCH OR STRUCTURES. 4. PAVING: REPAVING, WHERE REWIRED, SHALL BE PLACED IN SUCH A MANNER THAT INTERFERENCE WITH TRAFFIC, INCLUDING PEDESTRIAN TRAFFIC, WILL BE KEPT TO A MINIMUM. THE CONTRACTOR SHALL ESTABLISH A PROGRAM OF REPAVING ACCEPTABLE TO THE MUNICIPALITY, COUNTY, OR OTHER AUTHORITY HAVING JURISDICTION AND WHICH IS ACCEPRBLE TO CITY. 5. STRUCTURES: A ALL SUBSTRUCTURES SHALL BE CONSTRUCTED OR INSTALLED TO CITY SPECIFICATIONS. B. INSTALL PROTECTION BARRIERS WHEN REQUIRED IN AREAS EXPOSED TO TRAFFIC, PER CITY INSPECTOR. C. ALL CONDUIT LINES AND CONCRETE FLOORED SUBSTRUCTURES SWILL BE WATER TIGHT. D. ALL GROUNDING MATERIALS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. E. CONTRACTOR TO PROVIDE SUBSTRUCTURE ENCLOSURE WALL DETAILS TO CITY INSPECTOR FOR APPROVAL PRIOR TO INSTALLATION. 6. RETAINING WALLS: WHEN REQUIRED, RETAINING WALLS SHALL BE PROVIDED BY THE CONTRACTOR. WALLS ARE REQUIRED WHEREVER GRADE RISES MORE THAN 18 INCHES ABOVE THE STRUCTURE OR 24' ABOVE THE PAD SURFACE AT A DISTANCE OF 5 FEET FROM THE SAME, OR IN AREAS SUBJECT TO EROSION. DESIGN AND INSTALLATION MUST COMPLY WITH LOCAL BUILDING ORDINANCES. REFER TO CITY INSPECTOR FOR TYPICAL SPACE REQUIREMENTS. 7. PERMITS: ALL PERMITS NECESSARY FOR EXCAVATION SHALL BE PROVIDED BY THE CONTRACTOR. 8. ACCESS: HEAVY TRUCK ACCESS SHALL BE MAINTAINED TO EQUIPMENT LOCATIONS. STRUCTURES MUST BE CLEAR OF ALL APPURTENANCES THAT WOULD OBSTRUCT THE LOADING OR UNLOADING OF EQUIPMENT. 9. SERVICES: A METERS AND SERVICES SMALL COMPLY WITH CITY SERVICES REQUIREMENTS. B. WIRING MUST BE IN ACCORDANCE WITH APPLICABLE LOCAL ORDINANCES AND APPROVED BY LOCAL INSPECTION AUTHORITIES. 10. LOCATION: A THE LOCATION OF EXCAVATIONS AND STRUCTURES FOR CITY SHALL BE AS SHOWN ON THE WORKING DRAWING. NO DEVIATION FROM THE PLANNED LOCATIONS WILL BE PERMITTED UNLESS APPROVED BY THE CITY INSPECTOR. B. ACTUAL LOCATION OF OBSTRUCTIONS, STORM DRAINS, AND /OR OTHER FOREIGN UTILITIES TO BE THE RESPONSIBILITY OF THE CONTRACTOR. 11. CONTRACTOR IS TO VERIFY LOCATION AND WIDTHS OF ALL SIDEWALKS AND DRIVEWAYS PRIOR TO STREET UGHT INSTALLATION. WITH THE APPROVED STREET IMPROVEMENT PLANS, APPROVED STREET LIGHT PLANS AND THE ACTUAL FIELD CONDITIONS. 12. SURVEY: SURVEYING OF STREET IMPROVEMENTS SHALL BE PERFORMED BY CONTRACTOR, PROPERTY CORNERS, LOT LIES, FINISHED GRADE, ETC., NECESSARY FOR THE INSTALLATION OF UNDERGROUND FACILITIES MUST BE COMPLETED AND MARKERS OR STAKES PLACED PRIOR TO THE START OF THE INSTALLATION. IN ADDITION, CONTRACTOR SHALL MANTAN THE MARKERS DURING THE INSTALLATION AND INSPECTION BY INSPECTION BY AGENCY. GRADE AND PROPERTY LINE STAKES MUST SHOW ANY OFFSET MEASUREMENTS. 13. COORDINATION AND SUPERVISION: THE CONTRACTOR SHALL PROVIDE SUPERVISION OVER AND COORDINATION AMONG THE VARIOUS CONTRACTORS WORKING WITHIN THE DEVELOPMENT IN ORDER TO PREVENT DAMAGE TO CITY FACILITIES. HE IS RESPONSIBLE FOR THE COST OF REPAIRS, RE- PLACEMENT, RELOCATION, OR OTHER CORRECTIONS TO CITY FACILITIES MADE NECESSARY BY HIS FAILURE TO PROVIDE SUPERVISION OR TO OTHERWISE COMPLY WITH THESE SPECIFICATIONS. 14. TELEPHONE AND OTHER UTILITY REQUIREMENTS: THE DRAWING PREPARED FOR THIS JOB MAY ALSO COVER THE FACILITIES TO BE INSTALLED FOR THE TELEPHONE COMPANY AND /OR OTHER UTILITY. ANY QUESTIONS CONCERNING DETAILS OF THEIR INSTALLATION SHOULD BE REFERRED TO THE COMPANY CONCERNED. 16. WARRANTY: CONTRACTOR EXPRESSLY REPRESENT AND WARRANT THAT ALL WORK PERFORMED AND ALL MATERIAL USED IN MEETING CONTRACTOR'S OBJGATIONS HERON ARE FREE FROM DEFECTS IN WORKMANSHIP AND ARE IN CONFORMITY WITH AGENCY REQUIREMENTS. THIS WARRANTY SHALL COMMENCE UPON RECEIPT BY CONTRACTOR OF CnYS FINAL ACCEPTANCE AND SMALL EXPIRE ONE YEAR FROM THAT DATE. CONTRACTOR AGREES TO PROMPTLY CORRECT TO THE CIIYS SATISFACTION AND THAT OF ANY GOVERNMENTAL AGENCY HAVING JURISDICTION AND AT CONTRACTOR'S EXPENSE ANY BREACH OF THIS WARRANTY WHICH MAY BECOME APPARENT THROUGH INSPECTION OR OPERATION OF UNDERGROUND ELECTRIC SYSTEM BY CITY DURING THIS WARRANTY PERIOD. 17. INSPECTION: INSPECTION IS REQUIRED DURING THE CONSTRUCTION PERIOD. A 48 HOUR ADVANCE NOTICE OF INTENT TO START CONSTRUCTION IS REQUIRED FROM THE CONTRACTOR TO THE CRY OF RANCHO CUCAMONGA PHONE:909- 477 -2740 X4018 18. AS- BUILTS: CONTRACTOR RESPONSIBLE TO MAINTAIN AS -BUILT DRAWINGS WHICH ARE TO BE UPDATED DAILY. CONTRACTORS SHALL KEEP AND MAINTAIN TWO COPIES OF THE AS- GUILTS. ONE SET IS FOR THE CONTRACTOR AND THE SECOND SET IS FOR THE CITY INSPECTOR. GENERAL NOTES 1. UNLESS OTHERWISE NOTED, ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, CURRENT EDITION WITH ALL CURRENT SUPPLEMENTS, PUBLISHED BY BUILDING NEWS INC., LOCATED AT 1612 S CLEMENTINE STREET, AAHDM CA. AND APPROPRIATE STANDARD DRAWINGS. 2. PRIOR TO BEGINNING ANY WORK, THE CONTRACTOR SHALL oBTAIN A PERMIT FROM THE CITY OF RANCHO CUCAMONGA, OFFICE AT 909- 477 -2740 x4018 3. ALL WORK COVERED BY THIS PUN SHALL BE INSPECTED BY THE CITY ENGINEER. REQUEST FOR INSPECTION SERVICE SHALL BE MADE 24 -HOURS IN ADVANCE AT 909- 477 -2740 x4018 4.48 -HOURS PRIOR TO ANY WORK, THE CONTRACTOR SHALL CALL THE UNDERGROUND SERVICE ALERT AT 1 (800) 422 -4133 AND OBTAIN AN INQUIRY IDENTIFICATION NUMBER. 5. ALL MANHOLES SHALL BE ADJUSTED TO FINISHED GRADE IN ACCORDANCE WITH SECTION 301 -1.6 OF THE STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION. 6. THE CONTRACTOR SHALL PROTECT AND RESTORE 00SIING UTILITIES AND IMPROVEMENTS AS PER SECTION 5 -1, 5 -2, AND 7 -9 O THE STANDARD ® SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL UTIUTIES OF EVERY NATURE, WHETHER SHOWN HEREON OR NOT, TO PROTECT 'I THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR THE TOTAL EXPENSE W E 8636 OF REPAIR OR REPLACEMENT OF SAID UTIITIES DAMAGED BY OPERATIONS IN CONNECTION WITH THE PROSECUTION OF THE WORK. Fr Fareicu :':_ CITY OF RANCHO CUCAMONGA PME TUB -STYLE CONCRETE ENCLOSURE 5' X 10' -6" X 7' FOR PME -6 THRU PME -12 SWITCHES 6" �f r4i � 4' 00 6" CRUSHED ROCK- � 3/4" MIN. -1 1/2" MAX. (SEE NOTE 5)':�-', W RPM MANHOLE COYER GRAD ED GRADE 1N/' TOP SECONN SEALANT REQb. AT JOINT O 0 BASE SECTION n CONDUIT TERMINATORS MINIMUM EXCAVATION ��.:�; Yy ;i„!'.�'�CABLES $ CONDUITS PER MANUFACTURER'S ' SHOULD ENTER k LEAVE RECOMMENDATIONS �:'''. >y/ STRUCTURE AT EITHER FRONT OR BACK. (NOT SIDES) (SEE NOTE 2) NOTES 1. PLACEMENT OF THE PME ENCLOSURE IS SITE- SPECIFIC. THE DESIGN ORGANIZATION WILL DETERMINE THE PLACEMENT OF THE SWITCH DOOR OPENING BASED ON FIELD CONDITIONS. 2. TO ALLOW FOR SHAPING AND TERMINATION OF CABLES, IT IS RECOMMENDED THE STRUCTURE AND CABINET BE PLACED IN LOCATION 1 (AS SHOWN ON DRAWING) WHENEVER POSSIBLE. 3. WHEN A PME SWITCH IS INSTALLED IN PLACEMENT LOCATION 2, CABLE STEPS OR CABLE HOOKS SHALL BE USED TO SHAPE CABLE TO MAXIMIZE WORKING SPACE IN THE STRUCTURE. 4. REFER TO FIGURE UGS SS 587 -2 (SHEET 2) FOR WORKING CLEARANCES 5. ENCLOSURE TO BE PLACED ON A MINIMUM OF 6 INCHES CRUSHED ROOK. TOP SURFACE OF ENCLOSURE SMALL BE 6 INCHES ABOVE FINISHED GRADE. 6. FOUR SETS OF 1/2 -INCH THREADED PLASTIC INSERTS ARE CAST -IN TO BOTH SIDES OF BASE SECTION FOR ATTACHMENT OF 30-NCH CABLE RACKS. 7. PLACEMENT LOCATION 2 SHALL NOT BE USED FOR PAWL INSTALLATIONS. Fl w LID 5116- Dbmond Ptots 2 Tr Cover 3' -0' x 5' STREET PROFILE ^ TRENCH 88' TIM MAYTEN AVE 3' -0" x 5' -0" x 4' -0" Flatwall Pull Box PRECAST CONCRETE PULL BOX WITH DEEP RECESSES (2'X 3' OR 2'6 "X 4' OR 3'X 5') 1/Y : 2 -1/2" PENTA HEAD BOLTS QIARED Cii ALL COVERS 4 1" DIAL GROUND ROD KNOCKOUT PLA(CE Box ON O SA CRUSHED ROCK • TYPE OF JOINT MAY VARY WITH MANUFACTURER 3x5' HAS A SPUT COVER COVER SHALL BE PARKWAY OR UGHT TRAFFIC AS SPECIFIED STANDARD INSIDE HEADROOM UNLESS OTHERWISE SPECIFIED: 2x3xY 26'x4'x3'6" Xx5'x4' PAD FOR SURFACE - MOUNTED CAPACITOR CABINET 3 -WIRE OR 4 -WIRE SYSTEMS PRECAST AND POURED FIELD CONSTRICTION SEE UGS SS 520 8' CLEARANCE MEASURED FROM EDGE OF 72" PAD, REQUIRED IN BRAT OF CAPACITOR FOR OPERATION. SMOOTH LEVEL FINISH 2' -6" a STEEL 3 -1/2" CL ALL AROUND STEEL (SEE NOTE 2) (SEE NOTE 2) e TYPICAL CONDUIT RISER LOCATION (SEE NOTE 5) 3' CLEARANCE FIELD POURED PRECAST MEASURED FROM EDGE OF o PAD, REQUIRED ON EACH SIDE OF CAPACITOR FOR OPERATION. i -1/2° CL (TAP)) PLAN VIEW II(SEE NOTE 2) in PME 11 I- 1 BEHIND sw FINISHED GRADE \ 1' MINI. WELL- COMPACTED SOIL /6 BARE COPPER GROUND WIRE SECURED WITH EDISON APPROVED GROUND CLAMPS FURNISHED BY CONIAACTOR 48" RADIU °> J M w H- \ CLEMENTE, CA 92673 Telephone: 949/218-8500 FAX:_ 949/218 -8585 WORKING CLEARANCES: DOOR SIDES: 8' CLEARANCE, Z Dwg. /Rev. PME CABINET Z_ 9 MEASURED FROM EDGE OF PAD, IS REQUIRED M 3" Rev. 2" Frame 6" Top W/ S-O' x 5' -W m w NON-DOOR SIDES: 4' CLEARANCE MEASURED D FROM EDGE OF rr T \ / v 2 Ton S 2° SAND CONCRETE � PAD, IS REQUIRED PLACEMENT l Ras 2 o ISMeS ft p a' U ENVELOPE 11 r PLACEMENT LOCATION 1 (SEE NOTE 1, 2 k 4) T I L 6" Riser I LOCATION 2 (SEE NOTE i, 3, 4 & 7) { TWOI S&C ADAPTOR PLATE LOCATION 6" �f r4i � 4' 00 6" CRUSHED ROCK- � 3/4" MIN. -1 1/2" MAX. (SEE NOTE 5)':�-', W RPM MANHOLE COYER GRAD ED GRADE 1N/' TOP SECONN SEALANT REQb. AT JOINT O 0 BASE SECTION n CONDUIT TERMINATORS MINIMUM EXCAVATION ��.:�; Yy ;i„!'.�'�CABLES $ CONDUITS PER MANUFACTURER'S ' SHOULD ENTER k LEAVE RECOMMENDATIONS �:'''. >y/ STRUCTURE AT EITHER FRONT OR BACK. (NOT SIDES) (SEE NOTE 2) NOTES 1. PLACEMENT OF THE PME ENCLOSURE IS SITE- SPECIFIC. THE DESIGN ORGANIZATION WILL DETERMINE THE PLACEMENT OF THE SWITCH DOOR OPENING BASED ON FIELD CONDITIONS. 2. TO ALLOW FOR SHAPING AND TERMINATION OF CABLES, IT IS RECOMMENDED THE STRUCTURE AND CABINET BE PLACED IN LOCATION 1 (AS SHOWN ON DRAWING) WHENEVER POSSIBLE. 3. WHEN A PME SWITCH IS INSTALLED IN PLACEMENT LOCATION 2, CABLE STEPS OR CABLE HOOKS SHALL BE USED TO SHAPE CABLE TO MAXIMIZE WORKING SPACE IN THE STRUCTURE. 4. REFER TO FIGURE UGS SS 587 -2 (SHEET 2) FOR WORKING CLEARANCES 5. ENCLOSURE TO BE PLACED ON A MINIMUM OF 6 INCHES CRUSHED ROOK. TOP SURFACE OF ENCLOSURE SMALL BE 6 INCHES ABOVE FINISHED GRADE. 6. FOUR SETS OF 1/2 -INCH THREADED PLASTIC INSERTS ARE CAST -IN TO BOTH SIDES OF BASE SECTION FOR ATTACHMENT OF 30-NCH CABLE RACKS. 7. PLACEMENT LOCATION 2 SHALL NOT BE USED FOR PAWL INSTALLATIONS. Fl w LID 5116- Dbmond Ptots 2 Tr Cover 3' -0' x 5' STREET PROFILE ^ TRENCH 88' TIM MAYTEN AVE 3' -0" x 5' -0" x 4' -0" Flatwall Pull Box PRECAST CONCRETE PULL BOX WITH DEEP RECESSES (2'X 3' OR 2'6 "X 4' OR 3'X 5') 1/Y : 2 -1/2" PENTA HEAD BOLTS QIARED Cii ALL COVERS 4 1" DIAL GROUND ROD KNOCKOUT PLA(CE Box ON O SA CRUSHED ROCK • TYPE OF JOINT MAY VARY WITH MANUFACTURER 3x5' HAS A SPUT COVER COVER SHALL BE PARKWAY OR UGHT TRAFFIC AS SPECIFIED STANDARD INSIDE HEADROOM UNLESS OTHERWISE SPECIFIED: 2x3xY 26'x4'x3'6" Xx5'x4' PAD FOR SURFACE - MOUNTED CAPACITOR CABINET 3 -WIRE OR 4 -WIRE SYSTEMS PRECAST AND POURED FIELD CONSTRICTION SEE UGS SS 520 8' CLEARANCE MEASURED FROM EDGE OF 72" PAD, REQUIRED IN BRAT OF CAPACITOR FOR OPERATION. SMOOTH LEVEL FINISH 2' -6" a STEEL 3 -1/2" CL ALL AROUND STEEL (SEE NOTE 2) (SEE NOTE 2) e TYPICAL CONDUIT RISER LOCATION (SEE NOTE 5) 3' CLEARANCE FIELD POURED PRECAST MEASURED FROM EDGE OF o PAD, REQUIRED ON EACH SIDE OF CAPACITOR FOR OPERATION. i -1/2° CL (TAP)) PLAN VIEW II(SEE NOTE 2) in PME 11 I- 1 BEHIND sw FINISHED GRADE \ 1' MINI. WELL- COMPACTED SOIL /6 BARE COPPER GROUND WIRE SECURED WITH EDISON APPROVED GROUND CLAMPS FURNISHED BY CONIAACTOR 48" RADIU 10' x 18• 2 Kmckoa Ea. SINS Wall �I 4 Total 1'1 Grouts Rod Krroa 2 ToiW Bo.. soCDOn 5j ApproMmota wWWfda e'S Sump 2" 6"I -4004 w. ber - 470 LW 12 R 12' Rbsr - /x0 LADS SCNE:3 /6' " 1' -0' Far CaMM Fka 4 F4. Sift WWI 8 Total 16" x 16' Knatlxxlt I U. Ead "I 2 Total 7/8.0 Pun Mom 2 TotW Orsroll 0u OMmrwbm X-6°W x 7' -21 x 57 1/211 O 11 Inside Oimarr°m X -0^N 5 -01 +611 NORTH SCALE: 1" = 40' PAD OPENING (SEE NOTE 4) UNISTRUT (SEE NOTE 3) 8' CLEARANCE MEASURED FROM EDGE OF PAD, REQUIRED IN FRONT OF CAPACITOR FOR OPERATION. m `PLACE PRECAST PAD ON 6" OF 3/4° CRUSHED ROCK. 5/8" COPPER -CLAD STEEL GROUND ROD IL (2) REQ'D. FURNISHED BY CONTRACTOR. TRENCH FLOOR �r )NDUIT (4" or 5") NOTE- I. POURED PAD CONCRETE TO BE 3000 PSI (MINIMUM) AT 28 DAYS. 2, POURED PAD REINFORCING STEEL TO BE NO. 4 BARS INSTALLED IN DOUBLE NET. PERIMETER BARS TO BE CONTINUOUS (8" MINIMUM LAP OR WELD). 3. SEE UGS SS 504 FOR PRECAST PAD DETAILS. UNIS7RUT ONLY REQUIRED FOR PRECAST PADS. 4. PRECAST PAD OPENING STALL BE FILLED WITH A MINIMUM OF 3" RADI- CRATE - MORTAR (OR EQUIVALENT). S. CONDUIT RISER SHALL BE LOCATED TO THE DIMENSIONS ON THE PLAN VIEW DRAWING. B. FOR " UNDERGROUND WYE " 3- WIRE /4-WIRE PAD MOUNTED CAPACITORS, SEE DUG UC 120 (SHEET 1 O 3, NA SHEET 2 O 3). 7. SEE UGS AC 703 FOR APPROVED GROUNDING MATERIAL MANUFACTURERS. 05'i: REV. 01 /26/09 WARNING THE EXCAVATOR MUST TAKE ALL STEPS NECESSARY TO AVOID CONTACT WITH UNDERGROUND FACILITIES WHICH MAY RESULT IN INJURY TO PERSONS OR DAMAGE TO FACILITIES IN THE AREA. THE INDICATED LOCATIONS OF RCMU UNDERGROUND FACILITIES, AS PROVIDED, ARE BEUEVED TO BE ACCURATE, HOWEVER, THE FINAL DETERMINATION OF EXACT LOCATIONS AND THE COST OF REPAIR TO DAMAGED FACILITIES IS THE RESPONSIBILITY OF THE EXCAVATOR. WHERE CONDUITS ARE PICKED UP OR INTERCEPTED, CONDUIT SHALL BE MANDRELLED AND PULL ROPE INSTALLED FROM TERMINAL TO TERMINAL. Underground Service Alert DRAWING HISTORY 4.12.13 O�FORE yo g Call: TOLL FREE C� G1 1 -800 WALMART RELOCATION OF STRUCTURE FROM STA 3 +24 TO STA 2 +83.87 LEG 8.20.13 422-4133 2ND PLAN CHECK SUBMITTAL JM 8 -2013 TWO WORKING DAYS BEFORE YOU DIG HST PLAN CHECK SUBMITTAL JM 7 -2013 BY DATE TYPICAL CONDUIT BANK SECTION PU PT 'A' TO RCE 0290 °> J M w H- kllw ollon spot CLEMENTE, CA 92673 Telephone: 949/218-8500 FAX:_ 949/218 -8585 R•Cwwd LIVN Pln Z Dwg. /Rev. 8" Overall Tx Z_ 9 6" Concrete M 3" Rev. 2" Frame 6" Top W/ S-O' x 5' -W m w Tso IOC. ROY Cesar I a.3 2 Ton S 2° SAND CONCRETE 3" l Ras 2 o ISMeS ft p a' U ENVELOPE a T Total r 3" OPTIONAL r 12" Riser T L 6" Riser 2 ion SSIUI z Ea. 5Me Wall /I� { TWOI 3<V2-0 Pbc p, 3 -1 1 j' 1 -5000 Pk 1m 10' x 18• 2 Kmckoa Ea. SINS Wall �I 4 Total 1'1 Grouts Rod Krroa 2 ToiW Bo.. soCDOn 5j ApproMmota wWWfda e'S Sump 2" 6"I -4004 w. ber - 470 LW 12 R 12' Rbsr - /x0 LADS SCNE:3 /6' " 1' -0' Far CaMM Fka 4 F4. Sift WWI 8 Total 16" x 16' Knatlxxlt I U. Ead "I 2 Total 7/8.0 Pun Mom 2 TotW Orsroll 0u OMmrwbm X-6°W x 7' -21 x 57 1/211 O 11 Inside Oimarr°m X -0^N 5 -01 +611 NORTH SCALE: 1" = 40' PAD OPENING (SEE NOTE 4) UNISTRUT (SEE NOTE 3) 8' CLEARANCE MEASURED FROM EDGE OF PAD, REQUIRED IN FRONT OF CAPACITOR FOR OPERATION. m `PLACE PRECAST PAD ON 6" OF 3/4° CRUSHED ROCK. 5/8" COPPER -CLAD STEEL GROUND ROD IL (2) REQ'D. FURNISHED BY CONTRACTOR. TRENCH FLOOR �r )NDUIT (4" or 5") NOTE- I. POURED PAD CONCRETE TO BE 3000 PSI (MINIMUM) AT 28 DAYS. 2, POURED PAD REINFORCING STEEL TO BE NO. 4 BARS INSTALLED IN DOUBLE NET. PERIMETER BARS TO BE CONTINUOUS (8" MINIMUM LAP OR WELD). 3. SEE UGS SS 504 FOR PRECAST PAD DETAILS. UNIS7RUT ONLY REQUIRED FOR PRECAST PADS. 4. PRECAST PAD OPENING STALL BE FILLED WITH A MINIMUM OF 3" RADI- CRATE - MORTAR (OR EQUIVALENT). S. CONDUIT RISER SHALL BE LOCATED TO THE DIMENSIONS ON THE PLAN VIEW DRAWING. B. FOR " UNDERGROUND WYE " 3- WIRE /4-WIRE PAD MOUNTED CAPACITORS, SEE DUG UC 120 (SHEET 1 O 3, NA SHEET 2 O 3). 7. SEE UGS AC 703 FOR APPROVED GROUNDING MATERIAL MANUFACTURERS. 05'i: REV. 01 /26/09 WARNING THE EXCAVATOR MUST TAKE ALL STEPS NECESSARY TO AVOID CONTACT WITH UNDERGROUND FACILITIES WHICH MAY RESULT IN INJURY TO PERSONS OR DAMAGE TO FACILITIES IN THE AREA. THE INDICATED LOCATIONS OF RCMU UNDERGROUND FACILITIES, AS PROVIDED, ARE BEUEVED TO BE ACCURATE, HOWEVER, THE FINAL DETERMINATION OF EXACT LOCATIONS AND THE COST OF REPAIR TO DAMAGED FACILITIES IS THE RESPONSIBILITY OF THE EXCAVATOR. WHERE CONDUITS ARE PICKED UP OR INTERCEPTED, CONDUIT SHALL BE MANDRELLED AND PULL ROPE INSTALLED FROM TERMINAL TO TERMINAL. Underground Service Alert DRAWING HISTORY 4.12.13 O�FORE yo g Call: TOLL FREE C� G1 1 -800 WALMART RELOCATION OF STRUCTURE FROM STA 3 +24 TO STA 2 +83.87 LEG 8.20.13 422-4133 2ND PLAN CHECK SUBMITTAL JM 8 -2013 TWO WORKING DAYS BEFORE YOU DIG HST PLAN CHECK SUBMITTAL JM 7 -2013 BY DATE TYPICAL CONDUIT BANK SECTION PU PT 'A' TO RCE 0290 FULL ENCASEMENT 4 CONDUITS TYPICAL CONDUIT BANK SECTION PME11 (STA 3 +40.69 TO STA 8 +34.90 1� 12" BEDDING 3 YBEDDING DIRECT BURIAL SIMILAR CONSTRUCTION FOR FEWER CONDUIT 2 CONDUITS MAX. PULL BOX r RCE 0291 (L 3'X5'X4' A,B.CO (POS 3) (FUSED) h 1 M FUT A,B,C0 (POS 4) 9N Y 0 0 M FUT A.B. CO (POS 3) FUT A.B, CI i (POS 4) S °o 0 i q RANCHO CUCAMONGA 1216.9KV TYPICAL CONDUIT BANK SECTION STA 8 +34.90 TO STA 10 +49.15 z 7 6 12" BEDDING 3 "BEDDING DIRECT BURIAL SIMILAR CONSTRUCTION FOR FEWER CONDUIT 2 CONDUITS MAX. PMEII RCE 0290 POS 1, A,B,C0 POS 2: A,B,C0 POS 3, A,B,CO 3 -200A LB ELBOWS 3 -4W 200A NON - LOADBREAK JUNCTION-BARS 6 -200A NON- LOADBREAK ELBOWS 6-DE'S POS4: A,B,CO 3 -600A INSULATING RECEPTACLES FUT A,B,CO (POS 4) EXISTING VAULT RCE 0221 SINGLE LINE PLAN CHECKED BY: OWNER: M/INBUTSK0 UTILITY DESIGN, INC. LEWIS APARTMENT COMMUNITIES 1156 N. MOUNTAIN AVE Q UPLAND, CA 91786 CITY CONTACT: JOEL MACY 909/579 -1295 NO. DESCRIPTION OF REVISION DATE APPRaVCo- BASELINE RD °> J M w H- NATIVE CLEMENTE, CA 92673 Telephone: 949/218-8500 FAX:_ 949/218 -8585 SOIL Z Dwg. /Rev. e er's Sig urea Z_ C.) °� M 3" Rev. ' 0 m w M w a.3 2° SAND CONCRETE 3" a' U ENVELOPE Winn{° UeE r 3" ni a Inns oT MA[ An. _ T SAND FULL ENCASEMENT 4 CONDUITS TYPICAL CONDUIT BANK SECTION PME11 (STA 3 +40.69 TO STA 8 +34.90 1� 12" BEDDING 3 YBEDDING DIRECT BURIAL SIMILAR CONSTRUCTION FOR FEWER CONDUIT 2 CONDUITS MAX. PULL BOX r RCE 0291 (L 3'X5'X4' A,B.CO (POS 3) (FUSED) h 1 M FUT A,B,C0 (POS 4) 9N Y 0 0 M FUT A.B. CO (POS 3) FUT A.B, CI i (POS 4) S °o 0 i q RANCHO CUCAMONGA 1216.9KV TYPICAL CONDUIT BANK SECTION STA 8 +34.90 TO STA 10 +49.15 z 7 6 12" BEDDING 3 "BEDDING DIRECT BURIAL SIMILAR CONSTRUCTION FOR FEWER CONDUIT 2 CONDUITS MAX. PMEII RCE 0290 POS 1, A,B,C0 POS 2: A,B,C0 POS 3, A,B,CO 3 -200A LB ELBOWS 3 -4W 200A NON - LOADBREAK JUNCTION-BARS 6 -200A NON- LOADBREAK ELBOWS 6-DE'S POS4: A,B,CO 3 -600A INSULATING RECEPTACLES FUT A,B,CO (POS 4) EXISTING VAULT RCE 0221 SINGLE LINE PLAN CHECKED BY: OWNER: M/INBUTSK0 UTILITY DESIGN, INC. LEWIS APARTMENT COMMUNITIES 1156 N. MOUNTAIN AVE Q UPLAND, CA 91786 CITY CONTACT: JOEL MACY 909/579 -1295 NO. DESCRIPTION OF REVISION DATE APPRaVCo- BASELINE RD 8311 �I FOOTHILL BLVD VICINITY MAP N.T.S. THIS PLAN APPROVED AS TO LOCATION AND TYPE OF ELECTRIC SUBSTRUCTURES Developer: LEWIS APARTMENT HOMES Attn: JIM MORROW /MORROW MANAGEMENT °> J M w H- SAN CLEMENTE, CA 92673 Telephone: 949/218-8500 FAX:_ 949/218 -8585 w T�� Dwg. /Rev. e er's Sig urea Date C.) °� oill Rev. '0 -V �- Rev. m w �-y`ST 9 w Y w J J a' U � r ni a Inns oT MA[ An. _ o 8311 �I FOOTHILL BLVD VICINITY MAP N.T.S. THIS PLAN APPROVED AS TO LOCATION AND TYPE OF ELECTRIC SUBSTRUCTURES Developer: LEWIS APARTMENT HOMES Attn: JIM MORROW /MORROW MANAGEMENT Address: 1225 PUERTA DEL SOL, SUITE 600 SAN CLEMENTE, CA 92673 Telephone: 949/218-8500 FAX:_ 949/218 -8585 Dwg. /Rev. e er's Sig urea Date Original oill Rev. Rev. Rev. CHANGES IN THESE PLANS WILL REQUIRE AN ADDITIONAL 3 TO 4 WEEKS AND CUSTOMER WILL BE CHARGED IN ADVANCE FOR REQUESTED CHANGES. LEGEND OF CONDUIT SYMBOLS ELECTRIC W. CONDUG REO'D. f SIZE OF CONDUIT -f-LENGM OF TRH7lCN FULL ENCASEMENT IS REQUIRED FOR ALL ELECTRIC CONDUIT SLURRY ENCASEMENT IS REQUIRED FOR ALL FIBER OPTIC CONDUIT CONNECTING TO EXISTING RCMU STRUCTURES • Per RCMU requirements, customers are not allowed to enter, intercept or tie -in to existing RCMU structures, equipment or conductors. This work will only be performed by RCMU. Contact the appropriate RCMU inspector to schedule an appointment. Customers may connect to an existing duct stub without a RCMU inspector present. Contractor may be able to terminate conduit to an existing substructure when RCMU inspector is present. • Per RCMU's Rule 15 B.1.A and Rule 16 D.i.A., the customer will provide all necessary excavations (with the exception of excavation under pads and primary splice boxes), material (including conduit and structures) and encasement, to be utilized in the intercept /tie -in process. • The customer must adhere to all applicable Cal -OSHA, local, city, state and federal regulations, (including, but not limited to, all necessary shoring and traffic control in place to perform the intercept /tie -in work by RCMU's underground civil COntractorS(s)). • Intercept /tie -in work must be coordinated with RCMU's civil contractors through the city inspector to limit exposure of excavation(s). Customer is responsible for securing excavation(s). FINAL DESIGN 1111 �O 1, ED F0[y1 C'0\ SrT 'I�l; ('TIO\ CITY OF RANCHO CUCAMONGA LEWIS APARTMENT COMMUNITIES HOMECOMING AT TERRA VISTA, TRACT 18856, PHASE 5 MAYTEN AVENUE BRING UP APPROVED BY: CITY ENGINEER DESIGN DRAWN CHECKED DATE: �� -✓ RCE 53672 STEUER PLAN PREPARED FOR: RECOMMENDED CITY OF RANCHO CUCAMONGA 70500 CIVIC CENTER DRIVE SHEET RANCHO CUCAMONGA, CA 91730 1 OF 2 R.C.E. NO DRAWING NO. DATE FILE NO - 2✓2',}P+/ EXISTING STREET LIGHTS (TIP) a CITY OF RANCHO CUCAMONGA HATCH LINE' STA. 4-k3730 (I NORTH SCALE: 1" = 40' RCE (POS HATCH LINT STA. 41-37 30 a EXISTING STREET LIGHTS (TYP) STREET PROFILE TRENCH 88' R/W MAYTEN AVE I PU PT. 'A' am 4 -3 I v , H tit z 9 m m i ST 3+1 ; 52 +00 STA 0 +00 c PARCEL 11 STA. 3 +18.44 LOT LINE PER PM 14022 1 22' X 12' WORKING SPACE 1 15' X 40' EASEMENT 8'WORKING CLEARANCE RCE 0290 PME -11 IPME 5'X10.5'X7' LL REFER TO SINGLEiiNE PLACEMENT LOCATION 1 3 -600A 11 ELBOWS (POS 1 3 -600A DB ELBOWS POS 2 3 -200A LB ELBOWS OS 3 3 -4W NON- LOADBRE K IUNCTION -BARS (POS 4) - 6 -200A NON - LOADBREAK ELBOWS (POS 4) - 6 DE (POS 4) - 30' 3 -i /C 2 0 JCN 3 -600A INSULA NG RECEPTACLES (POS.4) POS i A,B,CO CABLE 3 -1 /C 1000 AL JCN 408' 12KV POS 2 A,B,CO Cable 3 -1 /C 1000 AL JCN 408' 12KV 1 82" PU PT. 'A' TO RCE 0290 EPL DIRECTION 1 = 1273 EPL DIRECTION 2 = 1148 MAX EPL = 2172 B PARCEL 10 1 5 78' STA 2 +2.90 RCE 0290 TO CAP (POS 4) FLIT A,B,CO FUTURE COMMERCIAL BLDG 3 6 A 1+00_ 210 - VAULT TO CAP EXISTING m FOOTHILL BLVD m 53 +00 54- RCE 0221 VAULT E STA 53 + 75 WORK WITHIN ENERGIZED STRUCTURES. 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CD Q 0 Y LL O O � O w 1 X N rn •- rn U cn + + rn W > o Of 7) N O LL M M I X N X N Cop n U) � LL soi') m U') Cry a. Q X rn X rn M 00 > Cp V N Z U) Cl) ((D M C00 U') W 0 Q r- N 0) W 0 Q M > Q ZOCV z0 Q O 0 o Q Q N W a O O O O O w o LL 0) v Of U W v W Cf M ca } U) Q U) qZ �g tL Q I- C.Nj O ~ O � N N O J W a Z Z J o = d O a0 U U u O O CC W �3 O n Utz W p < _ I�m X U CI W F- Y i Y < a a W J LL ^r^ I..W W W CC 0_ w Of 0= n 0 3 V) =N N Z = = p < W a 4i ? ~m Mw U W H U �w U W F- O `r ^\) t% V O ^) O Q O m Y O O � O E� 00 OU N Npp V O E O 0. O N O U Y; m Q g.- x u Q« O O o z o o m- c etl1 L 3 a n P U y td O� c 3 O lsma\ s.e E o °moo o _.E ^g 4 - V V —tt _ IAC n E o c �v C > o m° c y n O C p 3 Y m n tl P L 9 vQ I m mn�pY m y <FF P _• `T Q a1o0 m EOnvu" c : o ° ° ° 4r o IE I/D EO u- O a V ° o o N a f g c o�oma c c L 'a n - co O M.w0 C•v i. N m N V I Olnl L! 0 11 nPE oE°4� m - o � c E 0 1 --g o t, n 'm o n �J � E tl n L S o a tl ctl To�no -a`C Stic' ' •, v g3 qq �- E �g38g�R1f .,o e m m <U' i`4 a . k 1 e U W ~ Q J_ Q i- ''v _i V1 C ° O Z 0- Z E u « L All F- .0 EaO:V Z o U 2 M W m Emno ; u o n- c o irtw U w g n �m 0'n1n y Ec °Nm .0 k - o �L o - o 4 E � oY�E c� - n3$3 tl oOi m a o no c m 01-0m M-0- t- 2cu Z� fV M)4n10 Y . �9 O� _l . �m :x: x dx N �K s 3 m� T M F W 2 O �4tJ1 Sem 1v G I s z o p� o Q 7 f3 a U) 0 z W J � g O Z Q J U z 9 J � w o N U a .- � O U jE trav « w<�Ft� x. ° C3Qg n< <W� �ii 88j KWH <OW u aR <JWnJ >OOmw WW n U p 0 2 �gF �m W m W W 7 F �y, wig W 30D Q o i3zd adi 1 Z t } (%{ WSZ 41C U�< Re G CO x- 4 IL In m >< ;_ 9.9 � LL NbS i° 10 a 1 Y m p CUE 0�hF CN x g O ! ;e, o U w ONE aq% $ IE- a� � NNf oo I co * Yi7 YN L� Y-jg11 3F NN € l ME mY oN ^ ZzL`` H Q p O O O = O Z d' 4 r7 4 U M O w L a F- LLJ O N 0 3 a Z H w � W > O Q O Z O m Z Q t- Z Q N Q :2 z r 3 LL OJ Z O O wZ �J W F-- O Q Q N Q J O \ W (n K Q O LLI L. J LLL \ Q -.1 O [b O w Q O W U Q V)) > ¢ Q Z m 3 C� � w a o O J M J Z 0 Z Nw at F Z '�j CD r N U U) > O Z Z N p = o w Q m O M lx� LO Z Q Z O O N LO ONO W J Elf O O c Z Q O F- `1 LO CD M 6i[w b .L w W � J W O Q IZ W w cQ L m W � o � o 50 Z z zw dZ> 0 o WQo a � � U) UU O J1ZW O m J W Z O U) Z LLI Q I m n� 4 U) J 0) o Z d � U O L'J O V) U m dOU LLJ L� ~ Q ao n W W dW a z ao W Qmd Q LLL Q a. W M Z J W ZO Q Z) W Ia0 N O -W' gW O a O N O ZI=�� a I n} 3 N z I rn O H O N~ J N to Cr W Q l� CD F ¢ a) > ZZ0 p m 0 [Y 0 _ ¢ Cn \ D > 't N N N O U o a< F- L o o X Of CK M X cn Q ° 00 o °o j > >� O O O CD Y Y X N > X o 00 O N CAP) Z 0 ♦- Z j ti X ca Caj Z X m 0 N LL. CD Q 0 Y LL O O � O w 1 X N rn •- rn U cn + + rn W > o Of 7) N O LL M M I X N X N Cop n U) � LL soi') m U') Cry a. Q X rn X rn M 00 > Cp V N Z U) Cl) ((D M C00 U') W 0 Q r- N 0) W 0 Q M > Q ZOCV z0 Q O 0 o Q Q N W a O O O O O w o LL 0) v Of U W v W Cf M ca } U) Q U) qZ �g tL Q I- C.Nj O ~ O � N N O J W a Z Z J o = d O a0 U U u O O CC W �3 O n Utz W p < _ I�m X U CI W F- Y i Y < a a W J LL ^r^ I..W W W CC 0_ w Of 0= n 0 3 V) =N N Z = = p < W a 4i ? ~m Mw U W H U �w U W F- O `r ^\) t% V O ^) O Q O m Y O O � O E� 00 OU N Npp V O E O 0. O N O U Y; m Q g.- x u Q« O O o z o o m- c etl1 L 3 a n P U y td O� c 3 O lsma\ s.e E o °moo o _.E ^g 4 - V V —tt _ IAC n E o c �v C > o m° c y n O C p 3 Y m n tl P L 9 vQ I m mn�pY m y <FF P _• `T Q a1o0 m EOnvu" c : o ° ° ° 4r o IE I/D EO u- O a V ° o o N a f g c o�oma c c L 'a n - co O M.w0 C•v i. N m N V I Olnl L! 0 11 nPE oE°4� m - o � c E 0 1 --g o t, n 'm o n �J � E tl n L S o a tl ctl To�no -a`C Stic' ' •, v g3 qq �- E �g38g�R1f .,o e m m <U' i`4 a . k 1 e U W ~ Q J_ Q i- ''v _i V1 C ° O Z 0- Z E u « L All F- .0 EaO:V Z o U 2 M W m Emno ; u o n- c o irtw U w g n �m 0'n1n y Ec °Nm .0 k - o �L o - o 4 E � oY�E c� - n3$3 tl oOi m a o no c m 01-0m M-0- t- 2cu Z� fV M)4n10 Y . �9 O� _l . �m :x: x dx N �K s 3 m� T M F W 2 O �4tJ1 Sem 1v G I s z o p� o Q 7 f3 a U) 0 z W J � g O Z Q J U z 9 J � w o N U a .- � O U jE trav « w<�Ft� x. ° C3Qg n< <W� �ii 88j KWH <OW u aR <JWnJ >OOmw WW n U p 0 2 �gF �m W m W W 7 F �y, wig W 30D Q o i3zd adi 1 Z t } (%{ WSZ 41C U�< Re G CO x- 4 IL In m >< ;_ 9.9 � LL NbS i° 10 a 1 Y m p CUE 0�hF CN x g O ! ;e, o U w ONE aq% $ IE- a� � NNf oo I co * Yi7 YN L� Y-jg11 3F NN € l ME mY oN ^ ZzL`` M 6i[w b .L w W � J W O Q IZ W w cQ L m W � o � o 50 Z z zw dZ> 0 o WQo a � � U) UU O J1ZW O m J W Z O U) Z LLI Q I m n� 4 U) J 0) o Z d � U O L'J O V) U m dOU LLJ L� ~ Q ao n W W dW a z ao W Qmd Q LLL Q a. W M Z J W ZO Q Z) W Ia0 N O -W' gW O a O N O ZI=�� a I n} 3 N z I rn O H O N~ J N to Cr W Q l� CD F ¢ a) > ZZ0 p m 0 [Y 0 _ ¢ Cn \ D > 't N N N O U o a< F- L o o X Of CK M X cn Q ° 00 o °o j > >� O O O CD Y Y X N > X o 00 O N CAP) Z 0 ♦- Z j ti X ca Caj Z X m 0 N LL. CD Q 0 Y LL O O � O w 1 X N rn •- rn U cn + + rn W > o Of 7) N O LL M M I X N X N Cop n U) � LL soi') m U') Cry a. Q X rn X rn M 00 > Cp V N Z U) Cl) ((D M C00 U') W 0 Q r- N 0) W 0 Q M > Q ZOCV z0 Q O 0 o Q Q N W a O O O O O w o LL 0) v Of U W v W Cf M ca } U) Q U) qZ �g tL Q I- C.Nj O ~ O � N N O J W a Z Z J o = d O a0 U U u O O CC W �3 O n Utz W p < _ I�m X U CI W F- Y i Y < a a W J LL ^r^ I..W W W CC 0_ w Of 0= n 0 3 V) =N N Z = = p < W a 4i ? ~m Mw U W H U �w U W F- O `r ^\) t% V O ^) O Q O m Y O O � O E� 00 OU N Npp V O E O 0. O N O U Y; m Q g.- x u Q« O O o z o o m- c etl1 L 3 a n P U y td O� c 3 O lsma\ s.e E o °moo o _.E ^g 4 - V V —tt _ IAC n E o c �v C > o m° c y n O C p 3 Y m n tl P L 9 vQ I m mn�pY m y <FF P _• `T Q a1o0 m EOnvu" c : o ° ° ° 4r o IE I/D EO u- O a V ° o o N a f g c o�oma c c L 'a n - co O M.w0 C•v i. N m N V I Olnl L! 0 11 nPE oE°4� m - o � c E 0 1 --g o t, n 'm o n �J � E tl n L S o a tl ctl To�no -a`C Stic' ' •, v g3 qq �- E �g38g�R1f .,o e m m <U' i`4 a . k 1 e U W ~ Q J_ Q i- ''v _i V1 C ° O Z 0- Z E u « L All F- .0 EaO:V Z o U 2 M W m Emno ; u o n- c o irtw U w g n �m 0'n1n y Ec °Nm .0 k - o �L o - o 4 E � oY�E c� - n3$3 tl oOi m a o no c m 01-0m M-0- t- 2cu Z� fV M)4n10 Y . �9 O� _l . �m :x: x dx N �K s 3 m� T M F W 2 O �4tJ1 Sem 1v G I s z o p� o Q 7 f3 a U) 0 z W J � g O Z Q J U z 9 J � w o N U a .- � O U jE trav « w<�Ft� x. ° C3Qg n< <W� �ii 88j KWH <OW u aR <JWnJ >OOmw WW n U p 0 2 �gF �m W m W W 7 F �y, wig W 30D Q o i3zd adi 1 Z t } (%{ WSZ 41C U�< Re G CO x- 4 IL In m >< ;_ 9.9 � LL NbS i° 10 a 1 Y m p CUE 0�hF CN x g O ! ;e, o U w ONE aq% $ IE- a� � NNf oo I co * Yi7 YN L� Y-jg11 3F NN € l ME mY oN ^ ZzL`` M X cn Q ° 00 o °o j > >� O O O CD Y Y X N > X o 00 O N CAP) Z 0 ♦- Z j ti X ca Caj Z X m 0 N LL. CD Q 0 Y LL O O � O w 1 X N rn •- rn U cn + + rn W > o Of 7) N O LL M M I X N X N Cop n U) � LL soi') m U') Cry a. Q X rn X rn M 00 > Cp V N Z U) Cl) ((D M C00 U') W 0 Q r- N 0) W 0 Q M > Q ZOCV z0 Q O 0 o Q Q N W a O O O O O w o LL 0) v Of U W v W Cf M ca } U) Q U) qZ �g tL Q I- C.Nj O ~ O � N N O J W a Z Z J o = d O a0 U U u O O CC W �3 O n Utz W p < _ I�m X U CI W F- Y i Y < a a W J LL ^r^ I..W W W CC 0_ w Of 0= n 0 3 V) =N N Z = = p < W a 4i ? ~m Mw U W H U �w U W F- O `r ^\) t% V O ^) O Q O m Y O O � O E� 00 OU N Npp V O E O 0. O N O U Y; m Q g.- x u Q« O O o z o o m- c etl1 L 3 a n P U y td O� c 3 O lsma\ s.e E o °moo o _.E ^g 4 - V V —tt _ IAC n E o c �v C > o m° c y n O C p 3 Y m n tl P L 9 vQ I m mn�pY m y <FF P _• `T Q a1o0 m EOnvu" c : o ° ° ° 4r o IE I/D EO u- O a V ° o o N a f g c o�oma c c L 'a n - co O M.w0 C•v i. N m N V I Olnl L! 0 11 nPE oE°4� m - o � c E 0 1 --g o t, n 'm o n �J � E tl n L S o a tl ctl To�no -a`C Stic' ' •, v g3 qq �- E �g38g�R1f .,o e m m <U' i`4 a . k 1 e U W ~ Q J_ Q i- ''v _i V1 C ° O Z 0- Z E u « L All F- .0 EaO:V Z o U 2 M W m Emno ; u o n- c o irtw U w g n �m 0'n1n y Ec °Nm .0 k - o �L o - o 4 E � oY�E c� - n3$3 tl oOi m a o no c m 01-0m M-0- t- 2cu Z� fV M)4n10 Y . �9 O� _l . �m :x: x dx N �K s 3 m� T M F W 2 O �4tJ1 Sem 1v G I s z o p� o Q 7 f3 a U) 0 z W J � g O Z Q J U z 9 J � w o N U a .- � O U jE trav « w<�Ft� x. ° C3Qg n< <W� �ii 88j KWH <OW u aR <JWnJ >OOmw WW n U p 0 2 �gF �m W m W W 7 F �y, wig W 30D Q o i3zd adi 1 Z t } (%{ WSZ 41C U�< Re G CO x- 4 IL In m >< ;_ 9.9 � LL NbS i° 10 a 1 Y m p CUE 0�hF CN x g O ! ;e, o U w ONE aq% $ IE- a� � NNf oo I co * Yi7 YN L� Y-jg11 3F NN € l ME mY oN ^ ZzL`` Z U) Cl) ((D M C00 U') W 0 Q r- N 0) W 0 Q M > Q ZOCV z0 Q O 0 o Q Q N W a O O O O O w o LL 0) v Of U W v W Cf M ca } U) Q U) qZ �g tL Q I- C.Nj O ~ O � N N O J W a Z Z J o = d O a0 U U u O O CC W �3 O n Utz W p < _ I�m X U CI W F- Y i Y < a a W J LL ^r^ I..W W W CC 0_ w Of 0= n 0 3 V) =N N Z = = p < W a 4i ? ~m Mw U W H U �w U W F- O `r ^\) t% V O ^) O Q O m Y O O � O E� 00 OU N Npp V O E O 0. O N O U Y; m Q g.- x u Q« O O o z o o m- c etl1 L 3 a n P U y td O� c 3 O lsma\ s.e E o °moo o _.E ^g 4 - V V —tt _ IAC n E o c �v C > o m° c y n O C p 3 Y m n tl P L 9 vQ I m mn�pY m y <FF P _• `T Q a1o0 m EOnvu" c : o ° ° ° 4r o IE I/D EO u- O a V ° o o N a f g c o�oma c c L 'a n - co O M.w0 C•v i. 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