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20-0218_CALPROMAX ENGINEERING, INC._Construction PlansCONSTRUCTION PLANS FOR CITY OF SAN JUAN CAPISTRANO CIP #17801 SAN JUAN HILLS GREENS CORROSION PROTECTION SYSTE MEMBERS OF THE CITY COUNCIL BRIAN L. MARYOTT, MAYOR TROY BOURNE, MAYOR PRO TEM SERGIO FARIAS, DEREK REEVE, JOHN TAYLOR CITY MANAGER BEN SIEGEL SRR i i C �Ammmk"Wi P1 P1 P1 G1 G1 _ P1 G1 p1 Not To Scale UTILITY NOTIFICATION UNDERGROUND SERVICE ALERT (800)4224133 SAN DIEGO GAS & ELECTRIC (949) 361-8047 SOUTHERN CALIFORNIA GAS (714) 634-3119 PACIFIC BELL (949) 855-5091 COX CABLE TV (949) 546-2813 CITY OF SAN JUAN CAPISTRANO (949) 493-1171 CSJC - PUBLIC WORKS DEPARTMENT (949) 443-6337 CSJC - UTILITIES DEPARTMENT (949) 4874311 CONSTRUCTION NOTES Note Install 2 - 60 pound magnesium anodes per detail 1 on CP -1; and connect to adjacent appurtenances as shown on drawing Al and details on sheets CP -1 through CP -7. Install 2 - 60 pound magnesium anodes per detail 2 on CP -2; and connect to adjacent appurtenances as shown on drawing A2 and details on sheets CP -1 through CP -7. Install 2 - 60 pound magnesium anodes per detail 3 on CP -3; and connect to adjacent appurtenances as shown on drawing A3 and details on sheets CP -1 through CP -7. Install 2 - 60 pound magnesium anodes per detail 4 on CP -4; and connect to adjacent appurtenances as shown on drawing A4 and details on sheets CP -1 through CP -7. Install 2 - 60 pound magnesium anodes per detail 5 on CP -5; and connect to adjacent appurtenances as shown on drawing AS and details on sheets CP -1 through CP -7. Connect anode lead wires to 1 -inch copper line for water service per detail 1 on CP -1. Run bond wire per layout shown C1 on sheet CP -1. Connect anode lead wires to 2 -inch copper line for water services per detail 2 on CP -2. Run bond wire for two water C2 services per layout shown on sheet CP -2. Connect anode lead wires to 1 and/or 2 -inch copper line for water services per detail 3 on CP -3. Run bond wire per layouts C3 shown on sheet CP -3. Connect anode lead wires to Fire Hydrant below grade per detail on CPA. Run bond wire per layout shown on sheet C4 CP -4. Connect anode lead wires to Fire Hydrant below grade per detail 5 on CP -5. Run bond wire per layout shown on sheet CS CP -5. Provide CP test station per detail 6 on CP -S. Connect anode lead wires to 2 -inch copper line air vac or other appurtenance per detail 7 on CP -6. Run bond wire per OS layout shown on sheet CP -6. Saw cut remove and replace 16 square feet of side walk to run bond wire from anode to services and/or fire hydrant as Swi conditions require. Saw cut remove and replace 32 square feet of side walk to run bond wire from anode to services and/or fire hydrant as SW2 conditions require. Remove existing damaged 5/8-inch/1-inch meter box, and replace with I- inch meter box per detail W-1. Protect existing M3 I meter and line in place. Remove existing damaged 5/8-inch/1-inch meter box, and replace with 1- inch meter box with Traffic Rated Lid per detail MIT W-1. Protect existing meter and line in place. Remove existing damaged 2 -inch meter box, and replace with 2- inch meter box per detail W-2. Protect existing meter and M2 line in place. Remove existing damaged 2 -inch meter box, and replace with 2- inch meter box with Traffic Rated Lid per detail W-2. Protect M2T existing meter and line in place. D3 Install Dielectric Separation (Union) at copper service. GENERAL NOTES 1 ALL WORK SHOWN ON THESE PLANS SHALL BE IN ACCORDANCE WITH THE APPLICABLE SECTION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE CITY OF SAN JUAN CAPISTRANO'S STANDARD PLANS, AND ORANGE COUNTY RESOURCES AND DEVELOPMENT MANAGEMENT DEPARTMENT (FORMERLY EMA) STANDARD PLANS 2 ALL WORK SHALL CONFORM TO THE STATE CONSTRUCTION SAFETY ORDERS. 3. ALL WORK SHALL CONFORM TO THE CITY OF SAN JUAN CAPISTRANO LAND USE MANAGEMENT CODE. 4. NO GRADING SHALL COMMENCE WITHOUT OBTAINING A GRADING PERMIT AND NOTIFYING THE GRADING INSPECTOR. 5 THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY OF SAN JUAN CAPISTRANO ENGINEERING DIVISION PRIOR TO COMMENCING EXCAVATION IN ANY PUBLIC RIGHT-OF-WAY. 6. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING INSPECTOR AT (949) 443-6354 AT LEAST 24 HOURS PRIOR TO STARTING ANY CONSTRUCTION 7 PAVING PER THESE PLANS SHALL NOT COMMENCE UNTIL ALL UNDERGROUND WORK, IF ANY, IS COMPLETE. ALL UTILITY SERVICE CONNECTIONS SHALL BE EXTENDED BEYOND THE ROADWAY RIGHT-OF-WAY. 6 EXCAVATION AND RESURFACING OF STREETS, FOR LATERAL (PERPENDICULAR TO STREET) TRENCHES, SHALL BE PER CITY STANDARD 700. RESURFACING OF STREETS, FOR LONGITUDINAL TRENCHES (PARALLEL TO STREET) SHALL REQUIRE, COLD MILLING AND AT MINIMUM, AN OVERLAY OF 0.1 FOOT IN DEPTH FOR ONE FULL TRAVEL LANE WIDTH. IF TRAVEL LANES ARE BISECTED BY LONGITUDINAL TRENCHES OR EXCAVATIONS, THE ENTIRE LANE WIDTHS, PARTIALLY OR FULLY AFFECTED BY SUCH TRENCHES OR EXCAVATIONS SHALL REQUIRE COLD MILLING AND AT MINIMUM, AN ASPHALTIC OVERLAY OF 0.1 FOOT IN DEPTH. ALL COLD MILLING AND OVERLAYING AND/OR OTHER STREET RESURFACING METHODS, SUCH AS SLURRY -SEALS, IF APPROVED BY THE CITY ENGINEER, SHALL INCLUDE THE ENTIRE LENGTH OF THE EXCAVATION PLUS A THREE (3) FOOT EXTENSION PASSED THE LONGITUDINAL EDGES OF EACH CUT 5 IN THE EVENT THAT EXISTING TRAFFIC STRIPING AND MARKINGS ARE OBLITERATED BY CONSTRUCTION, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REPLACE SAID STRIPING. 10. ALL PAVING REMOVAL SHALL BE SAW CUT AT THE CITY ENGINEER'S DIRECTION, MINIMUM DEPTH OF CUT - 1'% INCHES 11. ALL REGULATORY SIGNS SHALL BE PLACED WITH 24 HOURS AFTER CURB RETURNS HAVE BEEN CONSTRUCTED IN THE LOCATIONS SHOWN ON THESE PLANS. 12. ALL GRADING OPERATIONS, INCLUDING REQUIRED SUBDRAINS, SHALL BE PERFORMED AND INSTALLED ACCORDING TO THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT BY _none FOR _not applicable DATED n/a 13. PAVEMENT WHICH DOES NOT JOIN OTHER PAVEMENT OR BUILT UP AGAINST CONCRETE CURBS OR GUTTERS SHALL HAVE A 2 -INCH X 6 -INCH REDWOOD HEADER LEFT IN PLACE 14. THE FINAL STRUCTURAL SECTIONS OF ALL PUBLIC STREETS SHALL BE DETERMINED BY SOIL TESTS SUBMITTED TO THE CITY OF SAN JUAN CAPISTRANO FOR APPROVAL, AFTER COMPLETION OF ROUGH GRADING. 15 STATIONING REFERS TO CENTERLINE OF STREETS UNLESS OTHERWISE NOTED. 16. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. APPROVAL OF THESE PLANS BY THE CITY OF SAN JUAN CAPISTRANO DOES NOT CONSTITUTE A REPRESENTATION AS TO ACCURACY OR COMPLETENESS OF THE LOCATION OR THE EXISTENCE OR NON-EXISTENCE OF ANY UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT THE UTILITY LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATIONS IN THE FIELD. 17. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING WARNING SIGNS, DEVICES, LIGHTS AND FLAGMEN IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION "MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES" 18 THE DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SOIL AND MATERIALS TESTS. 19. ALL FORMS SHALL BE INSPECTED AND APPROVED PRIOR TO THE POURING OF CONCRETE TO ASSURE PROPER SLOPE AND ACCESS TO BUILDINGS. 20 INGRESS AND EGRESS TO EXISTING ESTABLISHMENTS SHALL BE KEPT OPEN TO THE SATISFACTION OF THE CITY ENGINEER. 21 MONUMENTATION: A LICENSED LAND OR CIVIL SURVEYOR IS REQUIRED TO SET NEW MONUMENTATION AND/OR RE-ESTABLISH ANY DAMAGED OR DESTROYED MONUMENTATION DURING CONSTRUCTION/EXCAVATION IN THE CITY RIGHT-OF-WAY MONUMENTS AND CORNER RECORDS SHALL BE SUBMITTED TO THE CITY ENGINEERING DIVISION AND FILED WITH THE COUNTY SURVEYOR IN COMPLIANCE WITH AB 1414 AND SECTION 8771 OF THE BUSINESS AND PROFESSIONS CODE. 22. REPORTS OF COMPACTION WITHIN THE TRAVELED WAY OF ALL STREETS SHALL BE SUBMITTED TO, AND APPROVED BY THE CITY ENGINEER, PRIOR TO PLACING ANY IMPROVEMENTS 23 ANY TRENCH CUTS EXCEEDING 5' IN DEPTH SHALL REQUIRE A PERMIT FROM THE CALIFORNIA STATE DEPARTMENT OF INDUSTRIAL SAFETY 24. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ALL TRAFFIC SIGNS WHERE APPLICABLE. 25. FOR DETOURS AND STREET CLOSURES, PUT FOLLOWING NOTE, " CONTRACTOR SHALL NOTIFY CITY ENGINEER (493-1171), ORANGE COUNTY SHERIFFS DEPARTMENT (834-6005), AND ORANGE COUNTY FIRE AUTHORITY (831-0872) AT LEAST 72 HOUR PRIOR TO STREET CLOSURE OR DETOUR." 26. WHERE GROUND WATER IS ENCOUNTERED DURING TRENCHING AND/OR EXCAVATION, A MINIMUM OF 1 FOOT OF NO. 2 ROCK SHALL BE PLACED BENEATH ANY PIPE TO THE SATISFACTION OF THE CITY ENGINEER. 27. CONTRACTOR SHALL PROVIDE A CLEAR UNOBSTRUCTED WALKWAY FOR PEDESTRIANS PAST WORK AREA(S). AT NO TIME SHALL PEDESTRIANS BE DIRECTED INTO A VEHICULAR LANE, 28. NO STAGING OF CONSTRUCTION EQUIPMENT SHALL BE PERMITTED IN THE RIGHT-OF-WAY. 29. A TRAFFIC CONTROL PLAN SHALL BE REQUIRED FOR ALL LANE CLOSURES. SAID PLAN SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE TRAFFIC ENGINEER PRIOR TO ISSUANCE OF AN ENCROACHMENT PERMIT FOR WORK IN THE RIGHT-OF-WAY 30. SEPARATE ENCROACHMENT PERMITS SHALL BE OBTAINED FROM THE ENGINEERING DIVISION FOR INSTALLATION OF "DRY" UTILITIES IN THE RIGHT-OF-WAY. 31. ALL SIDEWALK, CURB AND GUTTER, AND DRIVEWAY APPROACHES, WITHIN THE CITY'S RIGHT-OF-WAY, SHALL BE CONSTRUCTED OVER 6" MINIMUM CLASS II AGGREGATE BASE (3/4" MAXIMUM AGGREGATE SIZE) OR CMB, PER CITY STANDARD PLANS 32. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH ALL SECTIONS OF THE MUNICIPAL CODE OF THE CITY OF SAN JUAN CAPISTRANO, ESPECIALLY SECTION 6-3.06(8), (C), (D), AND (E), AND SHALL SECURE THE SERVICES OF THE CITY'S EXCLUSIVE SOLID WASTE HAULER FOR THEIR SOLID WASTE HANDLING NEEDS. 33. MAINTAIN THE SITE IN A "WET -DOWN" CONDITION TO THE DEGREE NECESSARY TO PREVENT EXCESSIVE DUST. PERIODICALLY REMOVE SPILLAGE FROM THE PUBLIC RIGHT-OF-WAY BY SWEEPING OR SPRINKLING, HOWEVER, WATERING THAT RESULTS IN MUD ON PUBLIC STREETS IS NOT PERMITTED AS A SUBSTITUTE FOR OTHER CLEANING METHODS. 34 ALL RECOMMENDATIONS OF THE GEOTECHNICAL INVESTIGATION BY not applicable , SHALL BE CONSIDERED A PART OF THIS PLAN, AND SHALL BE COMPLIED WITH. 35. NO WORK SHALL BE DONE ON ADJACENT PROPERTIES OR ADJACENT OWNER'S IMPROVEMENTS WITHOUT OBTAINING WRITTEN PERMISSION FROM THE OWNER OF THE ADJACENT PROPERTIES, AND SUBMITTING A NOTARIZED COPY THEREOF TO THE CITY ENGINEERING DIVISION. 36 ISSUANCE OF A PERMIT FROM THE ENGINEERING DIVISION AND/OR BUILDING DIVISION DOES NOT ELIMINATE THE NEED FOR PERMITS FROM OTHER CITY REGULATORY DIVISIONS/DEPARTMENTS OR AGENCIES WITH REGULATORY RESPONSIBILITIES FOR CONSTRUCTION ACTIVITIES ASSOCIATED WITH THE WORK AUTHORIZED ON THIS PLAN. 37 EROSION AND SEDIMENT CONTROL SHALL BE PURSUANT TO BEST MANAGEMENT PRACTICES AND SHALL BE INSTALLED AND MAINTAINED BY CONTRACTOR DURING ENTIRE CONSTRUCTION PERIOD, 38 PER CITY COUNCIL POLICY 505, NIGHT TIME CONSTRUCTION WORK WILL BE REQUIRED ON HEAVILY TRAVELED STREETS (IN NON-RESIDENTIAL NEIGHBORHOODS). REFER TO POLICY FOR AFFECTED STREETS, 39. IMPROVEMENT AND/OR CONSTRUCTION OF BIKE TRAILS SHALL BE PER CITY STANDARD NO. 345 CITY OF SAN JUAN CAPISTRANO DEPARTMENT OF PUBLIC WORKS & UTILITIES SAN JUAN HILLS GREENS CORROSION PROTECTION SYSTEM CIP #17801 VEP NECKED BY: EPB VEP CraECO. BY: 6{UNLIN DESCRIPTION APPL EPB B�TRNi IJlIL BCwecTa Tt EXP. SHEET 4 O 12 9 n CENTER METER IN BO%Le 1 • 1 AA �J � METER AND CUSTOMERII(//// SERJICE VALVE F 5 FURNISHED PINSTALLED BY DIOFSTRICT OFFlCE UPON -- PAYMENT OF PLL APPLICABLE FEES ITEM NEL SIZE & DESCRIPTION MANUFACTURER SPEC NO. 1 " SERVICE INSTALLATION_ CITY OF SAN me JUAN .- API RANO Wm 1 �, 11 UILE STRAP BRONZE SERVICE JONES J-9]9 fiP. SADDLE l' 1P OUTLET MUELLER H-16102 TO H-16116 Q FORD 101 B5 (STAINLESS)- SMITH-BLAIR SIZE -P. 4 323 -SIZE -DB 1' BRONZE CORPORATION STOP - JONES J-f93S OBALL VALVE TYPE MUELLER 8-25028 I.P. THREAD X COMPRESSION FORD FB -1100 BRONZE ANGLE METER STOP - 5/8'M 1' METER O BALL VALVE TYPE V/ LDCKVING JONES 963V 1.133. MUELLER TYPE) MUELLER B-24258 FORD 9g43 -342V 1BA43-a44W BRONZE CUSTOMER SERVICE -BALL :i/e'METER 1' METER Oq VALVE TYPE METER NUT x F.1 P, JONES 1 -!BOB -1 BOB (SUPPLIED BY DISTRICT) FORD 013-H42 131J-4aa W i-34 W Mf -34 0 1' COPPER TUBING REDOING COPPER TYPE 5 MUELLER •K' SOFT CONCRETE METER BID BROOKS 5/e' MTR 1' MTR © V/ READING L[D E1SEL �i Li0 (SEE NOTES 3, 6, 10 E 13) BB MB DB -S Va3B MB Va3B PC 7 6' BASE OF ANGLE METER STOP r PROPERTY LINE OR" DR STAMP 2' 'M' IN CURB FACE TO IDENTIFY POTABLE WATER SERVICE LOCATION OR 2' 'DV' TO IDENTIFY RECYCLED WATER SERVICE LOCATION CONSTRUCTION NOTES 1. DOUBLE STRAP SERVICE SADDLE REQUIRED FOR ALL SERVICE CONNECTIONS TO ANY SIZE MAIN. SERVICE SADDLE SHALL NOT BE INSTALLED WITHIN 16" OF A VALVE, COUPLING, FITTING, OR OTHER SERVICE TAPS- DIRECT TAPPS ARE NOT PERMUTED. 2. INSTALL CORPORATION STOP WITH KEY SIDEWAYS IN OPEN POSITION. 3. SET TOP OF METER BOX FLUSH WITH SIDEWALK OR CURB PS SHOWN. A THE CORPORATION STOP TAP SHALL BE MADE AS SPECIFIED BY THE PIPE MANUFACTURERS INSTALLATION GUIDE. ALL TAPS SHALL BE MADE WITH MACHINE GUIDE OR PILOT TAP- S. THE WATER SERVICE SHALL EXTEND PERPENDICULAR TO THE CENTERLINE OF THE STREET FROM THE WATER MAIN TO THE METER STOP, 6. METER BOX SHALL BE SET IN SIDEWALK WHERE SIDEWALK IS ADJACENT TO CURB, OR IN PARKWAY BETWEEN CURB AND SIDEWALK. 7. SOLDER USED IN JOINING COPPER PIPE, FITTINGS AND SPLICES SHALL BE A "SILVER SOLDER"COMPOSED OF NOT LESS THAN 15% silver (Ag), NOT LESS BO% COPPER (Cu), AND NOT MORE THAN 5% PHOSPHORUS (P). SOLDERS CONTAINING FILLER ELEMENTS, OTHER THAN THOSE SPECIFIED, SUCH AS LEAD (Pb), ZINC (Zn), CADMIUM (CAD), NICKEL (Ni) OR TIN (Sn) WILL NOT BE PERMITTED. e. ALL NON -POTABLE WATER SERVICES SHALL BE MARKED AS DETAILED IN SECTION 15151 OF THE SPECIFICATIONS, 9 ALL JOINTS TO CORP STOPS AND ANGLE METER STOPS SHALL BE COMPRESSION (NO FLARED FITTINGS) - IO MCTER BOXES SHALL NOT BE PLACED IN DRIVEWAYS- RIVEWAYS11 11METER BOX AND SERVICE PIPING TO BE FURNISHED AND INSTALLED BY APPLICANT - 12 FOR THE PURPOSE OF AN IRRIGATION SERVICE, NO BALL VALVE IS NEEDED A STRAIGHT METER COUPLING SHOULD BE USED. 13 USE TRAFFIC RATED BOX 3/4' ROCK SEE SPECS AND LID UNLESS ROLLED CURB PROTECTS METER FROM TRAFFIC ND. DATE .APPRo�D1 11 SERVICE INSTALLATION CITY OF SAN 510 "° JUAN CAPISTRA�NO W� 1 - - -• ;� rr 1 SHEET 2 Of 2 CENTER METER IN BOX TEM W. _SIZE h DESCRIPTION µUy{' DOUBLE STRAP BRONZE SERVICE JONES Q1 SADDLE 2" I, P, OUTLET MUELLER PER W-29 FOR STEEL MAINS FORD ROCKWEI f � METER AND CUSTOMER I ] SERVICE VALVE TO BE FURNISHED AND INSTµIEp BY DIST ICT UPON PAYMENT OF ALL APPMCgBLE FEES NOTE: BRONZE SRtNNER TO BE 1 USED FOR 2' TURBO METERS k _ SPEC. NO J-979 H-16102 TO H -1611E I+ 20285 _SIZE IF ] 2" BflONZE CORPORATION STOP - JONES J-1931 O BALL VALVE TYPE. MUELLER B-25020 - I.P. THREAD % F.I.P. FORD F01700 + 2" BRONZE ANGLE METER STOP - JONES J -1974-W O BALL VALVE TYPE. MUELLER 8-24286 W/ LOCKWING F.1, P, %FLANGE FORD BA13-777W BRONZE CUSTOMER SERVICBRO E- JONES J -1913-W O4 BALL VALVE TYPE FORD BF73-777 W/ HH -67 METER SRE FLANGE X FI, P. 05 2" COPPER TUBING REDOING COPPER TYPE MUELLER NFG 1 J CONCRETE METER BOX SD1C SID p0% W © W/ READING LID 0 0 5 (SEE NOTES 3, 6, k 13) KS EISEOB bye bhp 6�� 6°O/ CIBEL �byh�N" SA66e`Tb efal } 6" BASE OF 3/4" ROCK SEE SPECS., �] 4 2' ADAPTER MALE LP. % SWEAT SEE . O 2` COPPER 9D° ELBOW SWEAT SEE SPnCSf I MY JUAN C )IS Spi01; SAN. S*4 nc IY 10' TO ANGLE METER STOP t PROPERTY LINE t AXw GRIND OR STAMP 2' YV" IN CURB FACE TO IDENTIFY POTABLE WATER SERVICE LOCATION OR 2' 'RW" TO IDENTIFY RECYCLED WATER SERVICE LOCATION CONSTRUCTION NOTES 1 OOUBIE STRAP S[IdIF� SAOOIE REQUIRED FOR ALL SERNOE CONNECTIONS ID Aln $IZ['MAIN. gE11VICC AWOLC SFW%, NOT BE INSTAL ED MFHIN 10' OFA VALVE, COUPIJNG, FIITWG. OR RTEeA $ERVICE. TAPPEp LOTAP IryG$ ARE NOT PERMITF[B, 2, INSTALL CORPORATION STOP WITH KEY SIDEWAY IN OPEN POSITION 3 SET TOP OF METER BOX FLUSH WITH SIDEWALK IN OPEN POSITION - 4 THE CORPORATION STIP TAP SwV.L BE IAAOC AS SPECIFIED BY THE PIPE MpNMFAC`UW(R'$ DSTN-IAi1Q/t GUIDE ALL TAPS SHALL BE MAGE WITH MACHINE CLWE' OR PLL4T TAP. 5. THE WATER SERVICE SHOULD EXTEND PERPENDICULAR TO THE CENTERLINE OF THE STREET FROM THE WATER MAIN TO THE METER STOP. 6 METER BOXES SHALL BE SET IN SIDEWALK WHERE SIDEWALK IS ADJACENT TO CURB, OR IN PARKWAY BETWEEN CURB AND SIDEWALK, 7. SOLDER USED IN JOINING COPPER PIPE, FITTINGS AND SPLICES SHALL BE A r1LVGt SOLDERTDMPOSFLI OF NOT Lf SS THAN ly{ 57.KR (Ag), NOT LESS BO% FXLER ELC4[H15, OTHER 1M]dI THOSE SpECIFlEl1, SUCH A$ LEAD (Pb), ZINC (Zn), GNWIW ICAs}, liILN{y (1A1 OR PIH {Se} WILL NGF BE PiRMITTED. B ALL RECYCLED SERVICES SHALL BE MARKED AS DETAILED IN SECTION 15151 OF THE SPECIFICATIONS 9, COMPRESSION TYPE CORPORATION STOP AND ANGLE METER STOP MAY BE SUBSTITUTED FOR THE FEMALE IRON PIPE STYLE WITH MALE IRON BY SWEAT ADAPTORS AS SHOWN. 10, A 1" BYPASS ONE WITH LOCKING CURB STOP MAY BE REQUIRED FOR INSTALLATIONS NEEDING CONTINUOUS SERVICE, 11, METER BOXES SHALL NOT BE LOCATED IN DRNEWAYS, 12. METER BOX AND SERVICE RUN TO BE FURNISHED AND INSTALLED BY APPLICANT. 13. FOR TI![ OF Ali IRRIGAT)ON SERVICE- NO BALL VALVE IS NEEDED, AND A SiRHGHi COME'LR7G SIWOIJy BE USED, FOR 1-1/2" AND 2" IRRIGATION METERS 115{ A fOg9glE METER WRIT A S1kLINER. CITY OF SAN MHO °'" VEP EPB VEP EPB JUAN C ISTI;ANO AAP CITY OF SAN JUAN CAPISTRANO DEPARTMENT OF PUBLIC WORKS &UTILITIES SAN JUAN HILLS GREENS CORROSION PROTECTION SYSTEM ciP #y7 so7 REVISIONS Ii� BAUNAN EXP. SHEEP 5 OF 12 CP -1 - LAYOUT FOR 1' COPPER LATERAL CP -2 - LAYOUT FOR 2' COPPER LATERAL CP -3 - LAYOUT FOR TWO 1' AND/OR 2' COPPER SERVICE LATERALS TO D,I, PIPE. CP -4 - LAYOUTS FOR ONE 1' COPPER LATERALS WITH 6' FIRE HYDRANT TO 8' MAIN D.I. PIPE, CP -5 - LAYOUT FOR 6' FIRE HYDRANT AND TEST STATION, CP -6 - LAYOUTS FOR 1' COPPER SERVICES LATERAL WITH AIR -VACUUM TO 8' MAIN D.I, PIPE. CP -7 - DETAILS 8 - 11. GRADE TO HOUSE 1' PVC PIPE ANODE INSTALLATION INSTRUCTIONS,. • EACH ANODE SHALL TESTED PRIOR THE INSTALLATION. • ANODE SHALL BE INSTALLED PER SPECIFICATION SECTION 16640 AT THE L❑CATIONS AND IN THE MANNER INDICATED ON THE DRAWINGS, ANODES SHALL NOT BE CARRIED, SUSPENDED OR LOWERED BY MEANS OF ANODE LEAD WIRES. DAMAGED ANODES SHALL BE REPLACED BY THE CONTRACTOR AT HIS SOLE EXPENSE, PROTECTIVE PLASTIC OR PAPER COVERING SHALL BE REMOVED FROM ANODES BEFORE THEY ARE INSTALLED. • ANODE SHALL BE INSTALLED VERTICALLY AT OR BELOW PIPE INVERT LEVEL, • ANODE SHALL BE INSTALLED AS INDICATED IN DRAWINGS. TAKING CARE NOT TO PUNTURE OR DAMAGE THE CLOTH BAG, ANODE BACKFILL MATERIAL, ANODE LEAD WIRE OR THE ANODE ITSELF. AFTER BACKFILLING THE ANODE WTIH APPR❑X 6'-12' OF BACKFILL, EACH ANODE LOCATI❑N SHALL BE SATURATED BY ADDING 10 GALLONS OF WATER. • ANODE LEAD WIRES SHALL RUN TO THE APPROPRIATE TEST STATION, AS SHOWN ON THE DRAWINGS, IN ONE C❑NTINU❑US LENGTH WITH NO SPLICING, W/O WRITTEN PERMISSION OF THE INSPECT❑R. ANODE LEAD WIRES SHALL BE OF SUFFICIENT LENGTH TO PR❑VIDE A MINIMUM SLACK OF 2 FEET AT ANODE AND TEST STATION INSTALLATIONS TO AVOID STRESS DURING BACKFILLING. CARE MUST BE TAKEN TO ENSURE THAT NO DAMAGE OCCURS TO WIRES AND INSULATION. • L❑CATION OF ANODE INSTALLATI❑N MAY VERY DEPEND ON SITE CONDITION. NO. I DATE f BY EXISTING SERVICE METER BOX N NATNE FILL N Lo Z_ Ln N❑TEi CONCRETE SIDE WALK 1, ASPHALT ROAD 2. - 1' COPPER PIPE D� 3, P-7 4, 8' MAIN D,I. PIPE LINE (2) #B AWG HMWPE ANODE LEAD WIRE (2) 60 LB MG ANODES SEE DETAIL: 8 CP -7 TO HOUSE r A BENTONITE PER SPEC. SECTION 16640 CD 10" (MINIMUM) 1 SECTI❑N A -A - NOT TO SCALE REVISION PLACE BENTONITE CHIPS IN ANULAR SPACE BETWEEN ANODE BAG AND WALL. PLACE EITHER BENTONITE CHIPS OR NATIVE MATERIAL COMPACTED TO 90% BETWEEN ANODE BAGS AND ON TOP OF THE ANODES. PROVIDE MINIMUM 1 FOOT SEPARATION BETWEEN ANODE LEAD WIRES AND ANY OTHER UTILITY. FILL ANNULAR SPACE CREATED BY TUNNELING WITH GROUT. MINIMUM DEPTH FOR LEAD WIRE AND BOND WIRE SHALL BE 18'. IF METER IS LOCATED IN PLANTER, INSTALL ANODE AT ADJACENT CONCRETE SLAB. PROTECT EXISTING LANDSCAPING. ALL CP WORK SHALL BE PER SECTION 16640. ANODE BED LOCATION. CORE 12" DIAMETER HOLE IN SIDEWALK. MAINTAIN 4 -INCH MINIMUM SEPARATION FROM METER BOX. BACKFILL WITH NATIVE MATERIAL TO GRADE. PATCH 12" DIAMETER OPENING PER SPECIFICATION SECTION CONCRETE SIDE WALK 03300• ASPHALT ROAD 4SENCEWJwaa m CONCRETE SIDE WALK /ASPHALT ROAD LAYOUT FOR 1" COPPER LATERAL AT SJHG NOT TO SCALE DWG CP1 SHEET 6 OF 12 CITY OF SAN JUAN CAPISTRANO CATHODIC PROTECTION SYSTEM FOR SAN JUAN HILLS GREENS LAYOUT FOR I" COPPER LATERAL AT SJHG. TO HOUSE 2' PVC PIPE EXISTING Si METER BOX N NATNE FlLL N Co L0 cD z_ rr 10 [f (MINIMUM) 2 SECTION B -B NOT TO SCALE (2) #B AWG HMWPE ANODE LEAD WIRE (2) 60 LB MG ANODES SEE DETAIL: 8 CA -1 TO HOUSE B BENTONITE PER SPEC. SECTION 16640 4. ALL CP WORK SHALL BE PER SECTION 16640. 8' MAIN D.I. PIPE LINE ANODE BED LOCATION. CORE 12" DIAMETER HOLE IN SIDEWALK. MAINTAIN 4 -INCH MINIMUM SEPARATION FROM METER BOX. BACKFILL WITH NATNE MATERIAL TO GRADE. PATCH 12" DIAMETER OPENING PER SPECIFICATION SECTION CONCRETE SIDE WALK 03300. EXISTING SE METER BOX 2' PVC PIPE 2' COPPER PIPE CONCRETE SIDE WALK w z J w a a a z a f ao /ASPHALT ROAD LAYOUT FOR 2" COPPER LATERAL AT SJHG NOT TO SCALE WA NOTE, CONCRETE SIDE WALK 1. PLACE BENTONITE CHIPS IN ANULAR SPACE BETWEEN ANODE BAG AND WALL, PLACE EITHER BENTONITE CHIPS OR NATIVE MATERIAL 77-1 ASPHALT ROAD COMPACTED TO 90% BETWEEN ANODE BAGS AND ON TOP OF THE ANODES, 2, PROVIDE MINIMUM 1 FOOT SEPARATION BETWEEN ANODE LEAD WIRES AND ANY OTHER UTILITY, FILL ANNULAR SPACE CREATED BY TUNNELING WITH GROUT, MINIMUM DEPTH FOR LEAD WIRE AND BOND 2' COPPER PIPE WIRE SHALL BE 18', 3. IF METER IS LOCATED IN PLANTER, INSTALL ANODE AT ADJACENT CONCRETE SLAB, PROTECT EXISTING LANDSCAPING, (2) #B AWG HMWPE ANODE LEAD WIRE (2) 60 LB MG ANODES SEE DETAIL: 8 CA -1 TO HOUSE B BENTONITE PER SPEC. SECTION 16640 4. ALL CP WORK SHALL BE PER SECTION 16640. 8' MAIN D.I. PIPE LINE ANODE BED LOCATION. CORE 12" DIAMETER HOLE IN SIDEWALK. MAINTAIN 4 -INCH MINIMUM SEPARATION FROM METER BOX. BACKFILL WITH NATNE MATERIAL TO GRADE. PATCH 12" DIAMETER OPENING PER SPECIFICATION SECTION CONCRETE SIDE WALK 03300. EXISTING SE METER BOX 2' PVC PIPE 2' COPPER PIPE CONCRETE SIDE WALK w z J w a a a z a f ao /ASPHALT ROAD LAYOUT FOR 2" COPPER LATERAL AT SJHG NOT TO SCALE WA N❑TEi 1. PLACE BENTONITE CHIPS IN ANULAR SPACE BETWEEN ANODE BAG GRADE AND WALL. PLACE EITHER BENTONITE CHIPS OR NATIVE MATERIAL COMPACTED TO 90% BETWEEN ANODE BAGS AND ON TOP OF THE ANODES, 2. PR❑VIDE MINIMUM I FOOT SEPARATION BETWEEN ANODE LEAD WIRES TO HOUSE AND ANY OTHER UTILITY. FILL ANNULAR SPACE CREATED BY TUNNELING WITH GROUT. MINIMUM DEPTH FOR LEAD WIRE AND BOND WIRE SHALL BE 18'. 1' PVC PIPE — 3. IF METER IS LOCATED IN PLANTER, INSTALL ANODE AT ADJACENT CONCRETE SLAB, PROTECT EXISTING LANDSCAPING. 4. ALL CP WORK SHALL BE PER SECTI❑N 16640. TO HOUSE ANODE BED LOCATION. INSTALL ANODE ADJACENT TO METER BOX. MAINTAIN 4 -INCH MINIMUM SEPARATION FROM METER BOX. SAW CUT, REMOVE AND REPLACE SIDE WALK AS NECESSARY TO RUN ANODE LEAD WIRES TO FIRST CONNECT101 AND TO RUN BOND WIRE FROM CONNECTION TO CONNECTION. PATCH 12' DIAMETER OPENING PER SPECIFICATION SECTION 03300. CONCRETE SIDE WALK ASPHALT ROAD �lk <�—' / \ r-x—�9 EXISTING SERVICE � X PVC PIPE #8 AWGHMWPE BOND WIRE PIPE EXISTING SERVICE Ld METER BOX CP -z J W TO HOUSE a- a_ a 3 a 1' PVC PIPE Z a LC C aD 1" COPPER PIPE CONCRETE SIDE WALK /ASPHALT ROAD LAYOUT FOR TWO 1" AND/OR 2" ADJACENT COPPER SERVICE LATERALS TO D,I, PIPE NOT TO SCALE EXISTING Si METER BOX CONCRETE SIDE WALK ASPHALT ROAD 1' COPPER PIPE (2) #6 AWG HMWPE ANODE LEAD WIRE (2) 60 LB MG ANODES SEE DETAIL• $ CP --7 BENTONITE PER SPEC. SECTION 16640 CD 10" (MINIMUM) 3 SECTI❑N C -C NOT TO SCALE 8' MAIN D,L PIPE LINE NOTE, THERMITE WELD CONNECTION,EXISTING SEE DETAIL 7I FIRE HYDRANT 1. PLACE BENTONITE CHIPS IN ANULAR SPACE BETWEEN ANODE BAG CP AND WALL. PLACE EITHER BENTONITE CHIPS OR NATIVE MATERIAL -7 COMPACTED TO 90% BETWEEN ANODE BAGS AND ON TOP OF THE METER BOX CONCRETE SIDE WALK ANODES. GRADE 2. PR❑VIDE MINIMUM 1 FOOT SEPARATI❑N BETWEEN ANODE LEAD WIRES j. •;-.....;,. ASPHALT ROAD AND ANY OTHER UTILITY. FILL ANNULAR SPACE CREATED BY TUNNELING WITH GROUT, MINIMUM DEPTH FOR LEAD WIRE AND BOND WIRE SHALL BE 18'. TO HOUSE N #8 AWG HMWPE NATIVE BOND WIRE 3, IF METER IS LOCATED IN PLANTER, INSTALL ANODE AT ADJACENT 1' PVC PIPE -/FILL CONCRETE SLAB. PROTECT EXISTING LANDSCAPING. N 1' COPPER 6' FIRE HYDRANT PIPE 4. ALL CP WORK SHALL BE PER SECTION 16640. 8MAIN D.I. PIPE LINE ANODE BED LOCATION. MAINTAIN 4 -INCH MINIMUM SEPARATION (2) #8 AWG HMWPE FROM METER BOX. SAW CUT, REMOVE AND REPLACE SIDE ANODE LEAD WIRE WALK AS NECESSARY TO RUN ANODE LEAD WIRES TO FIRST (2) 60 LB MG ANODES CONNECTION AND TO RUN BOND WIRE FROM CONNECTION TO SEE DETAL: CONNECTION. BACKFILL WITH NATIVE MATERIAL TO GRADE. cD PATCH 12" DIAMETER OPENING PER SPECIFICATION SECTION (p- ] 03300. Ln CP -7 Z TO HOUSE PVC PIPE 1" COPPER (2) #6 AWG HMWPE PIPE ANODE LEAD WIRE 1 u #8 AWG HMWPE w BOND WIRE z J 4 }'G P-7 d a c0 LD A D 6' FIRE z HYDRANT a OD BENTONITE PER SPEC. /—CONCRETE jyp--- SECTION 16640 SIDE WALK ASPHALT ROAD (MINIMUM) LAYOUT FOR 1" COPPER LATERAL 4 SECTION D -D WITH G" FIRE HYDRANT To 8" MAIN D,I, PIPE - NOT TO SCALE NOT TO SCALE THERMITE WELD TEST STATION TERMINALCONNECTION, EXISTING FIRE HYDRANT BOARD 6 SEE DETAIL �T SEE DETAIL: p-� 24' x 24' x 6" CONCRETE SIDE WALK CONCRETE PAD ASPHALT ROAD N NATIVE FlLL 18 AWG HMWPE BOND WIRE (2) #8 AW ANODE N 6' FIRE HYDRANT R 8' MAIN D.I. PIPE LINE ,r t (2) 60 LB MG ANODES SEE DETAIL: 8 CF -7 Lo Z TEST STATION TERMINAL BOARD SEE DETAIL: CP- Lo BENTONITE PER SPEC. SECTION 16640 --�10"(MINIMUM) 5 SECTION E -E NOT TO SCALE NOTE, FLUSH FINK BY C❑TT MANUFACTURING 1. PLACE BENTONITE CHIPS IN ANULAR SPACE BETWEEN ANODE BAG AND WALL, PLACE EITHER BENTONITE CHIPS OR NATIVE MATERIAL COMPACTED TO 90% BETWEEN ANODE BAGS AND ON TOP OF THE ANODES. 2. PROVIDE MINIMUM 1 FOOT SEPARATI❑N BETWEEN ANODE LEAD WIRES AND ANY OTHER UTILITY. FILL ANNULAR SPACE CREATED BY TUNNELING WITH GROUT. MINIMUM DEPTH FOR LEAD WIRE AND BOND WIRE SHALL BE 18'. 3. IF METER IS LOCATED IN PLANTER, INSTALL ANODE AT ADJACENT CONCRETE SLAB. PROTECT EXISTING LANDSCAPING. 4. ALL CP WORK SHALL BE PER SECTION 16640. TE WELD CONNECTION, SEE DETAIL- IT P-7 18 AWG HMWPE 5 BOND WIRE z CP - J (D w E (2) #8 AWG HMWPE a ANODE LEAD WIRE a a 6' FIRE Z (2) #8 AWG/HMw ANODE LEAD WIF #8 AWG HMWP PROVIDE 6-FOI SLACK IN WIRE 0.01 OHM SHUNT TYPE 'RS' 8 AWG HMWP ED BRASS MARKER TAGS =NTIFY EACH WIRE SUPPORT POST PVC SCH 40 SIZE TO MATCH FLUSH FINK (COLOR TO BE GRAY) TEST BOX AND TERMINAL IS FLUSH FINK BY C❑TT MANUFACTURING 6 TEST STATION TERMINAL BLOCK NOT TO SCALE HYDRANT a f m CONCRETE SIDE WALK ASPHALT ROAD w ANODE BED AND TEST STATION LOCATION. INSTALL ANODE ADJACENT TO FIRE HYDRANT. MAINTAIN 24 -INCH MINIMUM SEPARATION. SAW CUT, REMOVE AND REPLACE SIDE WALK AS NECESSARY TO RUN ANODE LEAD WIRES TO TEST STATION AND FIRE HYDRANT. BACKFILL WITH NATIVE MATERIAL TO GRADE. PATCH 12" DIAMETER OPENING PER SPECIFICATION SECTION 03300. LAYOUT FOR 6" EIRE HYDRANT AND TEST STATION NOT TO SCALE DWG CITY OF SAN JUAN CAPISTRANO C P - 5 CATHODIC PROTECTION SYSTEM FOR SAN JUAN HILLS GREENS N0. DATE BY RENSION SHEET 10 DF 12 LAYOUT FOR 6" FIRE HYDRANT AND TEST STATION EXISTING AIR -VACUUM RELIEF VALVE EXISTING AIR - VACS COVER CONCRETE PAD NEW 12"02"x4" CONCRETE PAD rT EXISTING LANDSCAPE FLUSH FINK BY COTT MANUFACTURING N G' COPPER PIPE NATIVE B' MAIN D.I. FILL PIPE LINE T(2) #8 AWG HMWPE CONCRETE PAD ANODE LEAD WIRE N J8 AWG HMWPE AIR -VACUUM i BOND WIRE RELIEF VALVE NOTEi 1. PLACE BENTONITE CHIPS IN ANULAR SPACE BETWEEN ANODE BAG AND WALL, PLACE EITHER BENTONITE CHIPS OR NATIVE MATERIAL COMPACTED TO 90% BETWEEN ANODE BAGS AND ON TOP OF THE ANODES. 2- PR❑VIDE MINIMUM 1 FOOT SEPARATI❑N BETWEEN ANODE LEAD WIRES AND ANY OTHER UTILITY. FILL ANNULAR SPACE CREATED BY TUNNELING WITH GROUT. MINIMUM DEPTH FOR LEAD WIRE AND BOND WIRE SHALL BE 18'. 3. IF METER IS LOCATED IN PLANTER, INSTALL ANODE AT ADJACENT CONCRETE SLAB, PROTECT EXISTING LANDSCAPING. 4. ALL CP WORK SHALL BE PER SECTION 16640, ANODE BED LOCATION FOR CONNECTION TO AIR VAC. INSTALL ANODE ADJACENT TO AIR VAC. MAINTAIN 6 -INCH MINIMUM SEPARATION. SAW CUT, REMOVE AND REPLACE SIDE WALK AS NECESSARY TO RUN ANODE LEAD WIRES TO AIR VAC. BACKFIN WITH NATIVE MATERIAL TO GRADE. PLACE NEW CONCRETE PAD PER SPECIFICATION SECTION 03300. AIR - VACS / 2' COPPER w J Lo COVER PIPE w � a a Z_ cD 9 a Z (2) 60 LB MG ANODES SEE DETAIL: 8 CP -7 C 7 BENTONITE LF (2) #8 AWG HMWPE ANODE LEAD WIRE F Lo — FLUSH FINK BY .8 AWG HMWPE BOND WIRE COTT MANUFACTURING (MINIMUM) LAYOUT FOR 1" COPPER LATERAL WITH AIR -VACUUM VALVE TO 8" MAIN D,I, PIPE NOT TO SCALE 7 SECTION F --E - NOT TO SCALE DWG CITY OF SAN JUAN CAPISTRANO C P - 6 CATHODIC PROTECTION SYSTEM FOR SAN JUAN HILLS GREENS LAYOUTS FOR I" COPPER SERVICES LATERAL N0. DATE By REVISION SHEET 11 OF 12 WITH AIR -VACUUM TO 8" MAIN D.I. PIPE uo �.iG/HMWPE LEAD WIRE JRE W/TIE WIRE tER SOLDERED 4ECTION EPDXY MAGNESIUM ALLOY INGOT GALV, STEEL CORE CL.0-1.1 BAG PACKAGED BACKFILL HOLD HANDLE PIPELINE SURFACE STEP 1. STEP 2, :R IG POWDER WHITE MOLD WIRE FILE STRUCTURE CONNECTION AREA (3 IN. x 3 IN.) 0 TO BARE SHINY METAL AND CLEAN. STRIP INSULATION FROM WIRE. ATTACH SLEEVE - B PREPACKAGE HP MAG ANODE NOT TO SCALE (2) #8 AWG HMWPE ANODE LEAD WIRE BRONZE GROUND CLAMP 1' COPPER PIPE/ 2' COPPER PIPE CLAMP SIZED ACCORDINGLY NOTE, PROCEDURE SHOWN ABOVE IS ONLY TO BE USED AS A GENERAL GUIDE ONLY. CONSULT MANUFACTURER'S LITERATURE FOR SPECIFIC INSTALLATION INSTRUCTIONS. EXOTHERMIC WELD CAP COPPER WELD (TYP.) MASTIC SLEEVE JOINT BOND CABLE OR CABLE TO TEST STATION PIPELINE (SIZE AS REVD) T10 THERMITE WELD C❑NNECTI❑N NOT TO SCALE METAL SURFACE GRAPHITE COVER STARTING POWDER _ METAL WELDING POWDER GRAPHITE MOLD METAL DISC � SLEEVE HOLD HANDLE WIRE STEP 1. FILE STRUCTURE CONNECTION AREA (3 IN, x 3 IN.) TO BARE SHINY METAL AND CLEAN. STEP 2_ STRIP INSULATION FROM WIRE. ATTACH SLEEVE STEP I HOLD MOLD FIRMLY WITH OPENING AWAY FROM ---- OPERATOR AND IGNITE WITH FLINT GUN. STEP 4, REMOVE SLAG FROM CONNECTION AND PEEN WELD FOR SOUNDNESS, STEP 5. COVER CONNECTION AND EXPOSED STRUCTURE ---- SURFACE SURFACE WITH A BITUMINOUS COATING COMPOUND, SURFACE 'HERMIC 0 (TYP) WELD COATING BITUMASTIC COATING TOPPER SLEEVE 40,4 AWG STRD COPPER WIRE W/HMWPE INSUL NOTE, PROCEDURE SHOWN ABOVE IS ONLY TO BE USED AS A GENERAL GUIDE ONLY. CONSULT MANUFACTURER'S LITERATURE FOR SPECIFIC INSTALLATION INSTRUCTIONS. THERMITE WELD C❑NNECTI❑N NOT TO SCALE CHEMICAL COMPOSITION �ffl-j AND BACKFILL STEP 3, HOLD MOLD FIRMLY WITH OPENING AWAY FROM uS COMPOSITION PER SPEC OPERATOR AND IGNITE WITH FLINT GUN, SEC 16640 6.75 STEP 4. REMOVE SLAG FROM CONNECTION AND PEEN WELD FOR SOUNDNESS, oczzzz:9 STEP 5. COVER CONNECTION AND EXPOSED STRUCTURE SURFACE WITH A BITUMINOUS COATING COMPOUND, NOTE PROVIDE AND INSTALL ANODE BAGS PER SPECIFICATION SECTION 16640 B PREPACKAGE HP MAG ANODE NOT TO SCALE (2) #8 AWG HMWPE ANODE LEAD WIRE BRONZE GROUND CLAMP 1' COPPER PIPE/ 2' COPPER PIPE CLAMP SIZED ACCORDINGLY NOTE, PROCEDURE SHOWN ABOVE IS ONLY TO BE USED AS A GENERAL GUIDE ONLY. CONSULT MANUFACTURER'S LITERATURE FOR SPECIFIC INSTALLATION INSTRUCTIONS. EXOTHERMIC WELD CAP COPPER WELD (TYP.) MASTIC SLEEVE JOINT BOND CABLE OR CABLE TO TEST STATION PIPELINE (SIZE AS REVD) T10 THERMITE WELD C❑NNECTI❑N NOT TO SCALE METAL SURFACE GRAPHITE COVER STARTING POWDER _ METAL WELDING POWDER GRAPHITE MOLD METAL DISC � SLEEVE HOLD HANDLE WIRE STEP 1. FILE STRUCTURE CONNECTION AREA (3 IN, x 3 IN.) TO BARE SHINY METAL AND CLEAN. STEP 2_ STRIP INSULATION FROM WIRE. ATTACH SLEEVE STEP I HOLD MOLD FIRMLY WITH OPENING AWAY FROM ---- OPERATOR AND IGNITE WITH FLINT GUN. STEP 4, REMOVE SLAG FROM CONNECTION AND PEEN WELD FOR SOUNDNESS, STEP 5. COVER CONNECTION AND EXPOSED STRUCTURE ---- SURFACE SURFACE WITH A BITUMINOUS COATING COMPOUND, SURFACE 'HERMIC 0 (TYP) WELD COATING BITUMASTIC COATING TOPPER SLEEVE 40,4 AWG STRD COPPER WIRE W/HMWPE INSUL NOTE, PROCEDURE SHOWN ABOVE IS ONLY TO BE USED AS A GENERAL GUIDE ONLY. CONSULT MANUFACTURER'S LITERATURE FOR SPECIFIC INSTALLATION INSTRUCTIONS. THERMITE WELD C❑NNECTI❑N NOT TO SCALE