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HomeMy WebLinkAboutDWG 409-6; 3889; ENCINA BASIN WATER RECLAMATION PROGRAM PHASE II; 01-36: . r l I I i ! i CONSTRUCTION PLANS FOR ENCINA BASIN ATER RECLAMATION PROGRAM, PHASE II BRESSI RECYCLED AND POT ABLE ATER PUMP STATIONS BASIS OF BEARING PACIFIC OCEAN VICINITY MAP LOCATION MAP I ---, I \ ~ I ' JIOI' • DIii I \ ,------------ ' I I I • ,_, PALOMAR AIRPORT ROAD "'-BRESSI PROJECT LOCATION _, • I I --, I I I I ' ' ,_. I I I I I I , __ SOURCE OF TOPOGRAPHY (PROJECT NO. 3889/3910) (SWRCB PROJECT No. C-06-3903-250) CARLSBAD MUNICIPAL WATER DISTRICT CARLSBAD, CALIFORNIA BOARD OF DIRECTORS CLAUDE A. "BUD" LEWIS-PRESIDENT RAMONA FINNILA-VICE PRESIDENT ANN J. KULCHIN-DIRECTOR MA TT HALL-DIRECTOR MARK PACKARD-DIRECTOR RAYMOND R. PATCHETT EXECUTIVE MANAGER LLOYD HUBBS PUBLIC WORKS DIRECTOR GLENN PRUIM DEPUTY PUBLIC WORKS DIRECTOR, ENGINEERING WILLIAM E. PLUMMER DEPUTY CITY ENGINEER SEPTEMBER 2004 BASIS OF BEARINGS FOR THIS SURVEY IS NORTH 09-41-28 WEST BETWEEN POINT (CLSB-070) PT. 1070 ANO {PT. 50) PT. 1050 PER AERIAL MAPPING PROVIDED BY OTHERS. IT /5 NOTED THAT TH£ COORDINATES AT POINTS (V-2002) PT. 1099 AND (SDGPS-41) PT. 1041 MATCH TH£ COOROINA TE CONTROL SHO'MI ON RECORD OF SURVEY TOPOGRAPHY BASED ON FIELD TOPO SURVEY PERFORMED BY KRIEGER & STEWART ON 11-05-02. NO. 16097 O.R SAN DIEGO CO PROJECT LOCATION TH£ PROJECT IS LOCATED AT THE SOUTHEAST CORNER OF TH£ INTERSECTION OF PALOMAR AIRPORT ROAD AND EL CAMINO REAL DRAWING INDEX DWG. No. SHEET No. DESCRIPTION G-1 1 TITLE SHEET G-2 2 CONSTRUCTION NOTES G-3 3 CONSTRUCTION NOTES G-4 4 LEGENDS, SYMBOLS, AND ABBREVIATIONS G-5 5 SCHEDULES AND PIPE DUTY DESIGNATIONS G-6 6 RECYCLED WATER SYSTEM SCHEMATIC DIAGRAM C-1 7 GENERAL SITE PLAN C-2 8 SITE GRADING PLAN C-3 9 SITE PIPING AND ELECTRICAL PLAN C-4 10 PIPELINE PROFILES C-5 11 SITE SECTIONS AND PIPE CONNECTION DETAILS M-1 12 RWPS EQUIPMENT BUILDING MECHANICAL PLAN M-2 13 RWPS EQUIPMENT BUILDING MECHANICAL ROOF PLAN AND SECTION M-3 14 RWPS EQUIPMENT BUILDING MECHANICAL SECTIONS M-4 15 RWPS SURGE ARRESTOR SECTIONS AND DETAILS M-5 16 PWPS EQUIPMENT BUILDING MECHANICAL PLAN M-6 17 PWPS EQUIPMENT BUILDING MECHANICAL ROOF PLAN AND SECTION M-7 18 PWPS EQUIPMENT BUILDING MECHANICAL SECTIONS M-8 19 PWPS SURGE ARRESTOR SECTIONS AND DETAILS M-9 20 MISCELLANEOUS DETAILS M-10 21 MISCELLANEOUS DETAILS M-11 22 DISCONNECT VAULT DETAIL (MELROSE DRIVE AND POINSETTIA LANE) S-1 S-2 S-3 S-4 S-5 E-1 E-2 E-3 E-4 E-5 E-6 E-7 E-8 E-9 23 STANDARD STRUCTURAL DETAILS 24 EQUIPMENT BUILDING FOUNDATION PLAN AND SECTIONS 25 EQUIPMENT BUILDING ROOF PLAN AND SECTIONS 26 EQUIPMENT BUILDING SECTIONS 27 MISCELLANEOUS STRUCTURAL DETAILS 28 ELECTRICAL NOTES, SYMBOLS, ABBREVIATIONS, AND CONDUIT SCHEDULE 29 RWPS ELECTRICAL SINGLE LINE DIAGRAM, SCHEDULES, AND PANEL ELEVATIONS 30 RWPS EQUIPMENT BUILDING ELECTRICAL POWER PLAN AND LIGHTING PLAN 31 RWPS ELECTRICAL CONTROL DIAGRAMS 32 RWPS ELECTRICAL CONTROL DIAGRAMS 33 PWPS ELECTRICAL SINGLE LINE DIAGRAM, SCHEDULES, AND PANEL ELEVATIONS 34 PWPS EQUIPMENT BUILDING ELECTRICAL POWER PLAN AND LIGHTING PLAN 35 PWPS ELECTRICAL CONTROL DIAGRAMS 36 PWPS ELECTRICAL CONTROL DIAGRAMS •DECLARATION OF RESPONSIBLE r.HARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6 703 OF THE BUSINESS ANO PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT ORA WINGS ANO SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: KRIEGER & STEWART, INCORPORATED ADDRESS: 3602 UNIVERSITY A VENUE CITY, ST.: RIVERSIDE, CALIFORNIA TELEPHONE: ~6900 BY: f. xQ ( /LIP £. STROM) R.C.£. N0.:_3=-c7..=.26'--'3 _________ _ REGISTRA T/ON EXPIRATION DATE: 06-30-06 DATE: _ _,_Cf,_/=:..,~ /,_o_f,_____ "AS BUil T" p_[. __ _ EXP. __ _ REVIEWED BY: INSPECTOR G-1 DATE DATE THE DISTANCES AND COORDINATES SHO'MI ARE A GROUND COORDINATE SYSTEM BASED ON PT. 1070 (CLSB-070) CITY OF CARLSBAD SURVEY CONTROL NETWORK, DA TUM CCS 83, 1991.35 EPOCH. U.S. SURVEY F[[T. TH£ CONVERGANC[ ANGLE MEASURED AT PT. 1070 IS -00-33-32.929. THE COMBINED SCALE FACTOR AT PT. 1070 IS 0.99995132 I SHE,ET I CITY OF CARISBAD [SHITi'sl l---+---11---------------+---+---l--+---l ENGINEERING DEPARTMENT ~ l----+---11---------------+---+--4--+---l BENCH MARK ( CLSB-O7O)• DESCRIPTION: 2• IRON PIP£ ANO DISK IN CONCRETE COLLAR LOCATION: 47 FT. [AST OF EOG[ OF PA V[M[NT OF EL CAMINO REAL AND 355 FT. SOUTH ALONG THE EASTERLY EDGE PAVEMENT OF TH£ ,,_MESS!o,t RECORDED: 05/18/2001 '-'<' ~ "' 1-(800)422-4133 ELEVATION: 317.858' DATUM. NGV029 ~ ~ No. J726J ~ § -Eli>-6-JlHl6 "' INCORPORATED IMPROVEMENT PLANS FOR: ENCINA BASIN WATER RECLAMATION PROGRAM, PHASE II BRESSI RECYCLED AND POTABLE WATER PUMP STATIONS TITLE SHEET APPR?:~D: Wll,Ll~E~ ~LUMMER -'~ " I' ~ . •►:>... 9: ltl -D-4 DEPUTY CITY ENGINEER PE 28176 EXP. 03-31-06 DATE ~ 48 hours BEFORE excavation INTERSECTION WITH CAMINO VIDA ROBLE. ,.P ,, lGA,v J'.,,t ~ CALL Underground Service Alert • PER CITY OF CARLSBAD suRvrY CONTROL NETWORK * * ! ! .,.,, CIYI\ ~,... ., ~~--=~,,.~~::::::=~~~:::b~d---:==~::===~--,~~±!!~ct~~~~ DWN BY: SFM PROJECT NO. DRAWING NO. '•f! .,._,., __ rl_'.'.., · 1. Y DA TE INITIAL DA TE INITIAL DA TE INITIAL if or rn.,,.. APPROVED BY • , 1----'--'-'"'-"'-=-+_::c_:=-_c.c_:c:::.:::'-I CHKD BY: JCR 3889/391 O 409-6 I L ____________________________________________________________ ,1;;;;;;~~~~;;;;;~R~EG~IS~TE~R~ED=EN;G;INE;E;R;N;o.;~q37~26~3;;;;DA;TE~9/~03~/0~4d;E;N;GIN~E~ER~OF~WO~R~K~;;;;;;;;;;:R;EV:l:Sl~O~N~DE=S~C~R~IP:T:IO~N;;;;;;;;;;;;;;;~~OT~HE~R~A~PP~RO~VAL~~Cl~TY~A~PP~R~OV~AL~~R~V~WD~B~Y:~P~E~S~=~~~~~=~~~~~ 3e02 University Ave. • RiYenilde, CA 92~01 • 951-6M-6900 CONSTRUCTION NOTES II - " "-"' 0 "' ... 0 "' g "' .. c; <: SJ ~ GENERAL NOTES 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER- OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY, PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A" AND A SIZE CATEGORY OF CLASS V AS ESTABLISHED BY "BESTS' KEY RATING GUIDE. 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 6. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND TITLE SHEET. 7. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 8. A PRECONSTRUCTION MEETING $HAI I BE HEI D AT THE SITE PRIOR TO THE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL CONTACT THE CITY OF CARLSBAD ENGINEERING DEPARTMENT AT (760) 438-3891 FOR SCHEDULING AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. 9. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760) 438-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2:00 P.M. ON THE DAY BEFORE THE INSPECTION 1$ NEEDED INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 10. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 11. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABI ISHED BY THE CONSTRUCTION SAFETY ORDERS Till E 8 CALIFORNIA ADMINISTRATIVE CODE. THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 12 IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURING CONSTRUCTION, OPERATIONS WII I CEASE IMMEDIATE! Y AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 13. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND 3:30 P,M. EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 14. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 15. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM AND PERMIT. 16. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 17. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES ( ABOVEGROUND AND UNDERGROUND ) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 18. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT SDG&E PACIFIC BELL ADELPHIA CITY OF CARLSBAD (STREETS, STORM DRAIN, AND SEWER) CMWD (WATER AND RECLAIMED WATER) DANIELS CABLEVISION 1-800-422-4133 '750· 438-6200 760, 489-3441 760 438-5241 760' 434-2980 760 438-2722 760 438-5241 19. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT. 20. THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. A. CARLSBAD MUNICIPAL CODE B. CITY OF CARLSBAD STANDARDS C. THIS SET OF PLANS AND ASSOCIATED SPECIFICATIONS. D. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK) E. SOILS REPORT AND RECOMMENDATIONS BY VINJE & MIDDLETON ENGINEERING, INC., DATED JANUARY 20, 2003. F. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. G. CITY OF CARLSBAD CONDITIONAL USE PERMIT CONDITIONS, DATED _______ _ H. THE CARLSBAD MUNICIPAL WATER DISTRICT'S STANDARDS AND SPECIFICATIONS FOR WATER, SEWER AND RECLAIMED WATER. 21. CONTRACTOR SHALL REFER TO THE SPECIAL CONSTRUCTION PROVISIONS FOR THE PUMP STATION CONSTRUCTION SEQUENCE AND TESTING PROCEDURE. CONTRACTOR SHALL COORDINATE WORK WITH OWNER AND SHALL RESTRICT WORK ACTIVITIES GENERALLY TO THE PROJECT SITE. CONTRACTOR SHALL FOLLOW THE SEQUENCE OF WORK SPECIFIED AND SUBMIT A SCHEDULE AND COORDINATE WITH OWNER. 22. CONTRACTOR SHALL PROTECT EXISTING FACILITIES IN PLACE AND NOT INTERRUPT EXISTING FACILITIES OPERATION. EXISTING FACILITIES SHALL REMAIN OPERATIONAL AT ALL TIMES EXCEPT FOR SHUT-DOWNS AS REFERENCED IN SEQUENCE OF WORK. ANY FACILITIES DAMAGED SHALL BE REPAIRED OR REPLACED IN KIND AS APPROVED BY OWNER. 23. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING PROJECT SITE SECURITY. PROJECT SITE SHALL REMAIN SECURED BY TEMPORARY CHAINLINK FENCE AT ALL TIMES. 24. EQUIPMENT AND MATERIALS, INCLUDING PIPING, VALVES, FITTINGS, DRAINS, PIPE SUPPORTS, ETC., ARE SHOWN ON THE DRAWINGS BY SYMBOLS HEREON. SIZE IS SHOWN AS STANDARD CALL OUT WITH SIZE AND PIPE DUTY. MATERIAL DESCRIPTION LISTS WHERE PROVIDED ARE FOR CLARITY AND SPECIAL ITEMS. NOT ALL EQUIPMENT, PIPING, VALVES, AND FITTINGS ARE INCLUDED IN MATERIAL DESCRIPTION LISTS. CONTRACTOR SHALL FURNISH AND INSTALL EQUIPMENT AND MATERIALS I'S SHOWN ON THE DRAWINGS BY SYMBOL AND PER MATERIAL DESCRIPTION LISTS AND ANY MINOR PIPE FITTINGS, ADAPTERS AND APPURTENANCES NECESSARY TO PROVIDE COMPLETE OPERABLE SYSTEMS. 25. ASTERISK (*) DENOTES A DIMENSION DEPENDENT UPON ACTUAL EQUIPMENT FURNISHED OR EXISTING EQUIPMENT AS INSTALLED. CONTRACTOR SHALL FIELD VERIFY DIMENSIONS WITH ACTUAL FABRICATED EQUIPMENT DELIVERED TO PROJECT OR AS-BUILT CONDITIONS. CONTRACTOR SHALL ALLOW FOR ADJUSTMENTS TO CONNECTIONS TO EQUIPMENT DUE TO FABRICATION TOLERANCES AND INSTALLATION TOLERANCES. 26. CONTRACTOR SHALL FIELD VERIFY ALL DRAWING DIMENSIONS AND THOSE TAKEN FROM RECORD DRAWINGS. CONTRACTOR SHALL VERIFY ALL CONDITIONS AT THE SITE AND CROSS CHECK DETAILS AND DIMENSIONS SHOWN ON THE STRUCTURAL DRAWINGS WITH RELATED REQUIREMENTS ON THE CIVIL, MECHANICAL, AND ELECTRICAL DRAWINGS AND EQUIPMENT SHOP DRAWINGS. FLOOR AND WALL OPENINGS, SLEEVES, VARIATIONS IN THE STRUCTURAL SLAB ELEVATIONS AND OTHER CIVIL, MECHANICAL, OR ELECTRICAL REQUIREMENTS MUST BE COORDINATED BEFORE CONTRACTOR PROCEEDS WITH CONSTRUCTION. 27. IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM PLANS, SECTIONS, OR DETAILS ON DRAWINGS. 28. THE PRECISE DIMENSIONS AND LOCATIONS OF ALL OPENINGS SHALL BE DETERMINED FROM STRUCTURAL, CIVIL, MECHANICAL, ELECTRICAL, OR SIMILAR REQUIREMENTS FOR THE ACTUAL EQUIPMENT BEING FURNISHED. SHOP DRAWINGS WITH ADEQUATE ACCURATE DIMENSIONS MUST BE SUBMITTED AND REVIEWED PRIOR TO CONTRACTOR CONSTRUCTING FACILITIES INCLUDING CONCRETE, WALL, CONNECTING PIPING OR ELECTRICAL, THAT ARE AFFECTED BY SAID EQUIPMENT. 29. CONTRACTOR SHALL CLEAN INSIDE OF ALL NEW PIPELINES BY FLUSHING AFTER SUCCESSFUL PASSING OF PRESSURE TESTING AND DISINFECTION OF PIPELINES PER SPECIFICATION 15041. 30. CONTRACTOR SHALL PROVIDE HIS OWN SANITARY AND OFFICE FACILITIES INCLUDING TELEPHONE AND TEMPORARY POWER. 31. ALL MACHINE BOLTS, NUTS, SCREWS, WASHERS, EXPANSION ANCHORS, ANCHOR BOLTS, DEFERRED BOLTING DEVICES, AND FASTENERS SHALL BE 304 STAINLESS STEEL, UNLESS NOTED OTHERWISE. ,;, • ~£SS~ 32. SEE SWRCB CONTRACT REQUIREMENTS FOR FURTHER INFORMATION. 33. CONTRACTOR SHALL PROVIDE AND KEEP AN UP-TO-DATE COPY OF THE ORIGINAL CONSTRUCTION DRAWINGS, REVISED DAILY TO REFLECT CURRENT AS-BUILT CONDITIONS (REVISIONS VIA RED PENCIL). THE AS-BUILT DRAWINGS SHALL BE AVAILABLE TO THE CITY OR ENGINEER AT ALL TIMES AND SHALL BE PRESENTED TO THE CITY AT THE CONCLUSION OF THE ENTIRE PROJECT. GRADING AND SITE WORK NOTES 1. SITE GRADING SHALL BE PERFORMED IN ACCORDANCE WITH CONTRACT DOCUMENTS. RELATIVE COMPACTION OF 95% SHALL MEAN SOIL COMPACTED TO A DRY DENSITY EXCEEDING 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D 1557. 2. EXCAVATED NATIVE SOILS MATERIAL MAY BE UTILIZED FOR SELECTED FILL MATERIAL, PROVIDED THESE MATERIALS ARE FREE OF VEGITATIVE MATTER AND OTHER DELETERIOUS SUBSTANCES, AND SHALL NOT CONTAIN ROCKS OR IRREDUCIBLE MATERIALS WITH A MAXIMUM DIMENSION GREATER THAN 6". 3. CONTRACTOR SHALL IMPORT SUFFICIENT QUANTITIES OF SELECTED FILL MATERIAL TO ACHIEVE THE SPECIFIED FINISHED GRADES AND MINIMUM RELATIVE COMPACTION. 4. IMPORTED SELECT FILL MATERIAL SHALL BE NON-EXPANSIVE, SANDY GRANULAR SOILS (SM/SW) WITH EXPANSIVE INDEX LESS THAN 21 AND SHALL BE CLEAN, FREE OF VEGETATION, ROOTS, DEBRIS, DELETERIOUS MATTER AND ROCK GREATER THAN 6" DIAMETER. IMPORTED SELECT FILL MATERIAL SHALL BE APPROVED BY OWNER. 5. THE FINAL SURFACES SHALL BE WHEEL ROLLED TO A SMOOTH, WELL COMPACTED SURFACE AT BOTH SUBGRADE AND AT FINISHED GRADE. 6. THE SOILS UNDER CONCRETE SLABS ON GRADE SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES, BROUGHT TO NEAR OPTIMUM MOISTURE CONTENT AND COMPACTED TO A MINIMUM RELATIVE COMPACTION OF 95%. 7. ALL PROPOSED ASPHALT CONCRETE PAVING SHALL CONSIST OF MINIMUM OF 4" OF ASPHALT CONCRETE PAVEMENT PLACED OVER 6" OF CLASS II AGGREGATE BASE COMPACTED TO A MINIMUM COMPACTION OF 95%. UPPER 12" OF SUBGRADE SHALL BE COMPACTED TO A MINIMUM COMPACTION OF 95%. UNLESS NOTED OTHERWISE, ALL EXPOSED EDGES SHALL BE PLACED AGAINST 2"x4" REDWOOD HEADERS. PAVEMENT SHALL COMPLY WITH SPECIFICATION SECTION 02500. THE FIRST LIFT SHALL BE B-AR-4000. THE SECOND LIFT SHALL BE C2-AR-4000. 8. OWNER SHALL APPROVE PREPARATION OF ALL NATURAL GROUND SURFACES PRIOR TO PLACEMENT OF FILL ON THAT SURFACE. 9. CONTRACTOR IS RESPONSIBLE FOR EROSION, DUST, AND TEMPORARY DRAINAGE CONTROL UNTIL PROJECT COMPLETION. 10. CONTRACTOR SHALL REMOVE AND LEGALLY DISPOSE OF ALL ROCKS OR BOULDERS GREATER THAN 6" THAT ARE ENCOUNTERED ON-SITE. 11. DRAIN ROCK SHALL BE CRUSHED ROCK OR GRAVEL, DURABLE AND FREE FROM SLAKING OR DECOMPOSITION UNDER ALTERNATE WETTING/DRYING CYCLES. THE MATERIAL SHALL BE UNIFORMLY GRADED AND MEET THE FOLLOWING GRADATION REQUIREMENTS: SIEVE SIZE 1 " 3/4" 3/8" No.4 No.8 No.30 No.50 No.200 PERCENT PASSING 100 90-100 40-100 25-40 18-33 5-15 0-7 0-3 TRAFFIC CONTROL AND STREET RESTORATION REQUIREMENTS (CITY PERMIT REQUIREMENTS SHALL GOVERN IF MORE STRINGENT) A. TRAFFIC CONTROL CONTRACTOR SHALL PREPARE TRAFFIC CONTROL PLANS FOR WORK IN PALOMAR AIRPORT ROAD. TRAFFIC CONTROL PLANS SHALL BE PREPARED ON 24"x36" DRAWINGS AND SIGNED BY A REGISTERED CIVIL ENGINEER AND APPROVED BY THE CITY OF CARLSBAD. CONTRACTOR SHALL PAY ALL PLAN CHECK FEES AT NO ADDITIONAL COST TO OWNER. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL FOR PROJECT IN ACCORDANCE WITH THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES, LATEST EDITION. TRAFFIC CONTROL REQUIREMENTS MAY BE MODIFIED BY CITY OF CARLSBAD AS CONDITIONS WARRANT. CONTRACTOR SHALL MODIFY TRAFFIC CONTROL AS REQUIRED BY CITY OF CARLSBAD AT NO ADDITIONAL COST. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES, ARROWBOARDS, AND DELINEATORS), AND SHALL MAINTAIN SAME IN ACCORDANCE WITH SAID MANUAL. ALL TEMPORARY SIGNS SHALL BE PLACED ON A TYPE I BARRICADE WITH A FLASHER. ACCESS TO DRIVEWAYS SHALL BE MAINTAINED AT ALL TIMES. B. RESTORATION REQUIREMENTS CONTRACTOR SHALL PROTECT IN PLACE OR REMOVE AND REPLACE ALL EXISTING UTILITIES AND PUBLIC AND PRIVATE IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO, ALL BERMS, CONCRETE PAVEMENT, ASPHALT CONCRETE PAVEMENT, WALKWAYS, CROSS- GUTTERS, SPANDRELS, DRIVEWAYS, STORM DRAINS, LIGHTS, LANDSCAPING, LANDSCAPING MATERIALS, LANDSCAPING IRRIGATION SYSTEMS, GRADED SHOULDERS, DRAINAGE SWALES, SLOPES, WALLS, FENCES, POWER POLES, AND SIGNS. CONTRACTOR SHALL CORRECT OR REPLACE ANY DAMAGED UTILITIES OR IMPROVEMENTS AS PART OF THE CONTRACT WORK AND AT NO ADDITIONAL COST TO DISTRICT. CERTAIN EXISTING IMPROVEMENTS ARE SPECIFIED ON THE CONSTRUCTION DRAWINGS TO BE PROTECTED IN PLACE OR REMOVED AND REPLACED. CONTRACTOR SHALL PROTECT IN PLACE OR REMOVE AND REPLACE ALL EXISTING PUBLIC AND PRIVATE IMPROVEMENTS WHETHER THEY ARE SPECIFICALLY NOTED ON THE CONSTRUCTION DRAWINGS OR NOT. ALL CURBS, GUTTERS, AND SIDEWALKS TO BE REPLACED SHALL BE COMPLETED WITHIN SEVEN DAYS OF ACCEPTABLE TESTING OF THE PIPELINES. II C. D. WHERE PIPELINES OR APPURTENANCES ARE CONSTRUCTED UNDERNEATH EXISTING CONCRETE SPANDRELS OR CROSS GUTTERS, CONTRACTOR SHALL REMOVE AND REPLACE SAID SPANDRELS OR CROSS GUTTERS. SPANDRELS OR CROSS GUTTERS SHALL BE SAW CUT AT EXISTING CONSTRUCTION JOINTS AND REMOVED UNLESS DIRECTED OTHERWISE BY CITY. • • CONTR.!:t~ SHALL, AS A MINIMUM, HAVE ACCOMPLISHED BY THE END OF EACH WORK PERIOD THE FOLLOWING: ,, 1) 2) 3) 4) 5) REMOVAL OF ALL DEBRIS AND CONSTRUCTION MATERIALS FROM PUBLIC STREETS, CONSTRUCTION RIGHTS-OF-WAY, AND PRIVATE PROPERTY. REMOVAL OF ALL TRAFFIC CONTROL EXCEPT TRAFFIC CONTROL REQUIRED FOR SAFETY. FILLING ALL EXCAVATIONS WITH COMPACTED BACKFILL AND PLACEMENT OF 2" MINIMUM TEMPORARY ASPHALT CONCRETE PAVEMENT (WHERE EXISTING- ASPHALT CONCRETE PAVEMENT WAS REMOVED), COMPACTED AND ROLLED SMOOTH AND FLUSH WITH ADJACENT PAVEMENT SUFFICIENT TO SUPPORT TRAFFIC. SAID PAVEMENT MAY BE PLACED COLD PROVIDED IT IS PLACED SMOOTH AND FLUSH WITH ADJACENT PAVEMENT, ROLLED WITH A STEEL WHEELED PAVEMENT ROLLER, AND PROPERLY MAINTAINED. CLEANING (INCLUDING SWEEPING AND WASHING) ALL STREETS, DRIVEWAYS, GUTTERS, SIDEWALKS, BIKEWAYS, TRAILWAYS, AND ALL OTHER WORK AREAS. (CONTRACTOR MAY BE REQUIRED TO WASH AND/OR SWEEP WORK AREAS MORE THAN ONCE A DAY AS DETERMINED AND AS DIRECTED BY THE CITY.) ALL EXCAVATIONS SHALL BE COMPLETELY BACKFILLED AND COMPACTED AND STREETS SHALL BE COMPLETELY RESTORED. IN ADDITION, CONTRACTOR SHALL INSPECT ENTIRE JOB SITE AT LEAST ONCE D,LJRING THE DAY ON WEEK DAYS, SATURDAYS, SUNDAYS, AND HOLIDAYS AND CORRECT ANY TRAFFIC, PAVEMENT (TEMPORARY AND PERMANENT), OR BACKFILL DEFICIENCIES. CONTRACTOR SHALL MAINTAIN STREETS INCLUDING BACKFILLED TRENCHES IN GOOD REPAIR. CONTRACTOR SHALL RESPOND IMMEDIATELY TO ALL REQUESTS BY THE CITY FOR REMEDIAL WORK. CONTRACTOR SHALL HAVE A CREW AVAILABLE TO RESP())ND TO SAID REQUESTS. PERMANENT ASPHALT CONCRETE PAVEMENT REPLACEMENT 1) PREPARATION WITHIN 1 4 DAYS OF PLACING TEMPORARY PAVEMENT OR AS DIRECTED BY THE CITY, CONTRACTOR SHALL REMOVE ALL TEMPORARY ASPHALT CONCRETE PAVEMENT, DISPOSE OF IT AT AN AUTHORIZED DISPOSAL SITE, BACKFILL TRENCH AS REQUIRED, COMPACT SUBGRADE AS SPECIFIED, AND THEN PLACE PERMANENT PAVEMENT PER THE CITY OF CARLSBAD SPECIFICATIONS. IF CONTRACTOR FAILS TO PLACE PERMANENT PAVEMENT WITHIN SPECIFIED PERIOD OR AS DIRECTED BY THE CITY, THE CITY WILL PROHIBIT ANY OTHER CONSTRUCTION WORK UNTIL PERMANENT PAVEMENT WORK HAS BEEN COMPLETED. CONTRACTOR SHALL SAW CUT PAVEMENT EDGES ( 1' ADDITIONAL EACH SIDE OF TRENCH) TO STRAIGHT, NEAT, VERTICAL EDGES, EITHER PERPENDICULAR TO OR PARALLEL WITH THE TRENCH. CONTRACTOR SHALL EXCAVATE UNDERLYING SUBGRADE TO PROPER GRADE AND COMPACT IT TO 95% RELATIVE COMPACTION MINIMUM. 2) THICKNESS PERMANENT ASPHALT CONCRETE PAVEMENT SHALL BE HOT PLACED TO 6" THICKNESS MINIMUM PLACED OVER 12" OF CRUSHED AGGREGATE BASE (PER SSPWC SECTION 200-2.2), AND COMPACTED TO 95% RELATIVE COMPACTION MINIMUM. 3) ASPHALT CONCRETE PAVEMENT SPECIFICATIONS PERMANENT PAVEMENT SHALL BE PLACED IN TWO LIFTS. THE FIRST LIFT SHALL BE THE BASE COURSE AND THE SECOND LIFT SHALL BE THE SURFACE COURSE, NOT LESS THAN 1" THICK AND SHALL BRING THE PAVEMENT TO FULL THICKNESS. THE SECOND LIFT SHALL OVERLAP TRENCH EDGES 1' MINIMUM, EDGES SHALL BE STRAIGHT AND PARALLEL WITH TRENCH, AND EDGES SHALL BE FEATHERED TO MEET EXISTING PAVEMENT. AFTER PLACEMENT, PAVEMENT SHALL NOT VARY MORE THAN 0.01' FROM A STRAIGHT EDGE PLACED ACROSS THE TRENCH. THE PAVEMENT SEAL COAT SHALL BE EXTENDED TWO FEET MINIMUM BEYOND PAVEMENT EDGE. PAVEMENT SHALL COMPLY WITH SPECIFICATION SECTION 02500. THE BASE COURSE SHALL BE B-AR-4000. THE SURFACE COURSE SHALL BE C2-AR-4000. TRAFFIC STRIPING ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS DAMAGED OR REMOVED DURING CONSTRUCTION SHALL BE REPAIRED OR RE PLACED WITH TEMPORARY STRIPING OR MARKINGS BY METHOD APPROVED BY CITY OF CARLSBAD PRIOR TO REOPENING STREET TO TRAFFIC. WITHIN THREE DAYS OF PLACEMENT OF FINAL ASPHALT CONCRETE PAVEMENT, ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE RESTORED OR REPLACED IN ACCORDANCE WITH CITY OF CARLSBAD SPECIFICATIONS, STANDARDS, AND PERMITS. "AS BUILT" P.E. __ _ EXP. ___ _ REVIEWED BY: INSPECTOR G-2 DATE DATE l-----+--+------------t----+--+---+------1 I SH2EET I CITY OF CARLSBAD [5REIB76 ENGINEERING DEPARTMENT L..l.§_j ;::I~M:::.=PR:::.=O~VE:::;,:ME~N:::.=T~P~LA~NS~FO~R:=· ======~:::::=::::::; ENCINA BASIN WATER RECLAMATION PROGRAM, PHASE 11 BRESSI RECYCLED AND POTABLE WATER PUMP STATIONS CONSmUC110N NOTES INCORPORATED -l . ®48 hours8[FQR[excavation .'.~•,._\\ISH;,,}'+-. --. .::-, T,. --~ ,~p,.:,?;.~llliv"~'"D·=-l!l!'.1'1~LL:..~I ...,;~:;::;~~p~~M!l~~-~E:".! .. '.t."-c-::----:-:-9-J()-M 7 : 1-(800)422-4133 ;; i 11o. &2220 EE _,._ -~. _ __._ _ ~ ._. g "" , __ 9-ll-115 ., DEPUTY CITY ENGINEER PE 28176 EXP. 03-31-06 DATE OJ ,, * LIit' * 3902 Unlvenalty Ave. • Rlvol"Slde, CA. 92eo1 • 9&1-$84-8900 .. CALL Underground Service Alert c 1. " • DWN BY: K PROJECT NO. DRAWING NO. c; .ti', IV\ ... ~ 1 1 ~ DA TE INITIAL DA TE INITIAL DA TE INITIAL CH D B PES :a: •1rorc11.\\~,.. APPROVEDBY-· "===:....____ KY: 3889/3910 409-6 ~ L .... ________________________________________________________________________ J;;;:::~=~=::::!::R:EG:IS:T:E:RE=D=E~~G=IN:E:E:R:N:o:.:::6n=2o==DA:T:E:9:/:03=/=0•=~E:N:G:IN:EE:R::OF=~~•:K;!;;;;;:;;;:;;;:R;E;V;l;S;IO;N;;;:;D;E;S;C;R;IP=Tl;O;N::::::::f0:T;HE;R;A;P;PR;O;V;AL~;;Cl;~;;AP;P:R;OV;A;L;!;:R;VWD;;;;B;~;;;;J;PM;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;~ II ::,; a. ., "' ... 0 m 0 [:] a. ..., 0 ~ ..., : "' fil CX) .. Mr. RECLAIMED WATER NOTES 1. ALL RECLAIMED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CARLSBAD RECLAMATION RULES AND REGULATIONS FOR THE CONSTRUCTION OF RECLAIMED WATER MAINS-CARLSBAD MUNICIPAL WATER DISTRICT" OCTOBER 1993 OR AS AMENDED. 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY AND PROVIDE PROOF OF OSHA NOTIFICATION BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STATE CONSTRUCTION SAFETY ORDERS. 3. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING CMWD LINES, A WATER/SEWER CONNECTION PERMIT SHALL BE OBTAINED FROM THE CMWD OFFICE AND MUST BE SIGNED AND APPROVED BY DISTRICT ENGINEER AND DISTRICT SUPERINTENDENT. 4. NO PONDING, RUN-OFF OR OVER-SPRAY OF IRRIGATION WATER IS PERMITTED. 5. HOSE BIB CONNECTIONS TO THE RECLAIMED WATER ARE STRICTLY PROHIBITED. 6. ON-SITE CROSS-CONNECTIONS BETWEEN RECLAIMED WATER LINES AND POTABLE WATER LINES IS STRICTLY PROHIBITED. 7. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CARLSBAD MUNICIPAL WATER DISTRICT. 8. ALL ON-SITE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 9. PROVIDE A MINIMUM OF AT LEAST 18 INCHES OF COVER OVER ALL IRRIGATION WIRING AND PIPING. 10. PRIVATE LOTS SHALL BE PROTECTED FROM CONTACT FROM RECLAIMED WATER, WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION, THROUGH IRRIGATION OR OTHER APPROVED USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, IS STRICTLY PROHIBITED. 11. CONTRACTOR SHALL ADJUST HEADS TO PREVENT OVER-SPRAYING ON ALL SIDEWALKS, STREET, AND PRIVATE LOTS. 12. ALL IRRIGATION PIPE SHALL BE STENCILED, COLOR-CODED (PURPLE) AND LAID WITH WARNING TAPE PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 13. ALL POTABLE WATER AND RECLAIMED WATER PIPING SHALL BE INSTALLED WITH THE STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH. 14. WHEN A POTABLE WATER LINE AND RECLAIMED WATER LINE CROSS, THE RECLAIMED LINE SHALL BE INSTALLED WITHIN A PROTECTIVE SLEEVE. THE SLEEVE SHALL EXTEND 10 FEET FROM EACH SIDE, FROM THE CENTER LINE OF THE POTABLE LINE, FOR A TOTAL OF 20 FEET. 15. A 10 FOOT HORIZONTAL SEPARATION BETWEEN POTABLE WATER AND RECLAIMED WATER MAINS MUST BE MAINTAINED AT ALL TIMES. THE POTABLE LINE MUST BE INSTALLED ABOVE THE RECLAIMED LINE. 16. A MINIMUM OF 12 INCHES OF VERTICAL SEPARATION BETWEEN UTILITIES MUST BE MAINTAINED AT ALL TIMES. PIPING/VALVES NOTES 1. PIPE MATERIALS AND TEST PRESSURES SHALL BE AS SHOWN ON THE PIPE MATERIAL 2. 3. 4. SCHEDULE AND AS SPECIFIED HEREIN. PIPING HAS BEEN DESIGNED BASED ON SAID TABLE. FLANGED JOINTS SHALL BE PROVIDED WHERE SHOWN. FLANGE BOLTS, NUTS, AND FASTENERS SHALL BE A325. PIPELINE ELEVATIONS SHOWN ARE FOR CENTERLINE OF PIPE UNLESS OTHERWISE NOTED. PIPELINES SHALL BE STRAIGHT GRADE BETWEEN ELEVATIONS SHOWN. CONTRACTOR SHALL PROVIDE ALL SHORTS, SPOOLS, AND FITTINGS NECESSARY TO MEET ELEVATIONS SPECIFIED. VALVES SHALL BE AS SPECIFIED, AS LISTED IN EQUIPMENT AND MATERIALS DESCRIPTIONS, AND AS SHOWN BY SYMBOL ON THE DRAWINGS. PIPE SHALL BE INSTALLED IN TRENCH CONDITION WHERE PIPE COVER IS 4' MINIMUM AND AS SPECIFIED IN THE PIPELINE SPECIFICATIONS. BACKFILL SHALL BE COMPLETED INCLUDING COMPACTION TESTS PRIOR TO PRESSURE TESTING. BACKFILL IN PIPE ZONE SHALL BE COMPACTED BY HAND TAMPING TO MINIMUM 90% COMPACTION. WHERE PIPE IS LOCATED UNDER CONCRETE SLABS AND FOOTINGS, ALL TRENCH BACKFILL SHALL BE MINIMUM 95% COMPACTION. TRENCH BACKFILL IN ALL OTHER AREAS SHALL BE 90% EXCEPT 12" OF SUBGRADE BELOW PAVING SECTION WHICH SHALL BE COMPACTED TO 95%. 5. PIPE ZONE BEDDING AND BACKFILL (12 INCHES BELOW BOTTOM OF PIPE TO ONE FOOT OVER TOP OF PIPE) SHALL BE SAND (MIN. SE OF 30), WITH A COEFFICIENT OF PERMEABILITY GREATER THAN 1.4"/HR (35 MM/HR) COMPACTED TO 90% RELATIVE COMPACTION. REMAINING TRENCH BACKFILL SHALL BE SELECT BACKFILL CMPACTED TO 90% RELATIVE COMPACITON. THE UPPER 12" OF SUBGRADE SHALL BE COMPACTED TO 95% RELATIVE COMPACTION. 6. ALL PIPE SHALL BE TESTED PER SPECIFICATIONS. TEST PRESSURE SHALL BE AS LISTED IN THE PIPE MATERIAL SCHEDULE FOR HYDROSTATIC AND LEAKAGE TESTS. TESTING AGAINST VALVES IS NOT PERMITTED; CONTRACTOR SHALL INSTALL BULKHEADS, BLIND FLANGES, AND TOP OUTLETS AS REQUIRED FOR TESTING. ALL PIPING UNDER CONCRETE SLABS/FOUNDATIONS SHALL PASS PRESSURE TESTING PRIOR TO PLACING CONCRETE. PIPE TO BE DISINFECTED IN ACCORDANCE WITH CMWD STANDARDS AND SPECIFICATIONS. 7. PIPING WHERE STUBBED THROUGH SLABS/FOUNDATIONS SHALL BE DOUBLE WRAPPED WITH 20 MIL PVC TAPE. 8. UNLESS OTHERWISE SHOWN, MINIMUM COVER ON BELOW GRADE PIPE SHALL BE 30", BETWEEN THE SUBGRADE CUT OF THE BASE MATERIAL AND TOP OF PIPE. ~ 48 hours BEFORE excavation ~ Oil ,.., .. , """ .., lh' 1-(800)422-4133 CONSTRUCTION NOTES 9. ALL BURIED VALVES SHALL BE INSTALLED IN ACCORDANCE WITH CMWD STANDARD DRAWINGS W13 AND W16. VALVE CAN LIDS SHALL BE MARKED "RECYCLED WATER", OR "POTABLE WATER", AS APPLICABLE. 10. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CATHODIC PROTECTION. IF CONTRACTOR CONDUCTS A SOILS TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATE FORM OF PROTECTION. CONCRETE CONSTRUCTION NOTES 1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTIONS 03100, 03200, 03300, AND NOTES HEREON. UNLESS NOTED OTHERWISE, ALL CONCRETE INCLUDING SLABS, WALLS, AND VAULTS AND THEIR FOUNDATIONS SHALL BE PLACED ON EARTH COMPACTED TO A MINIMUM RELATIVE COMPACTION OF 95% AT A DEPTH OF 12" MINIMUM. ALL CONCRETE SHALL BE CLASS "A" STRUCTURAL CONCRETE UNLESS INDICATED OTHERWISE ON DRAWINGS. FOR ALL CONCRETE USE TYPE II PORTLAND CEMENT. 2. FORMWORK, CURING, AND BACKFILL ALL CURING SHALL BE IN ACCORDANCE WITH SECTION 3.09 OF SPECIFICATIONS 03300. A. FOUNDATIONS CURE PER SPECIFICATIONS. MINIMUM TIME TO STRIP FORMS AND BEGIN BACKFILLING AGAINST FOUNDATION IS 72 HOURS FROM COMPLETION OF PLACEMENT. MINIMUM CURE TIME PRIOR TO PLACING CONCRETE WALLS IS 14 DAYS. B. WALLS CURE PER SPECIFICATIONS. FORMS MAY BE STRIPPED A MINIMUM OF 72 HOURS FROM END OF PREVIOUS PLACEMENT. BACKFILLING AGAINST WALLS SHALL NOT COMMENCE UNTIL BUILDING ROOF HAS BEEN PLACED AND ROOF FORMS HAVE BEEN REMOVED. ROOF FORMS SHALL REMAIN IN PLACE PER ITEM C BELOW. TEST CYLINDERS SHALL BE CURED IN FIELD. C. SUSPENDED SLABS AND BEAMS CURE PER SPECIFICATIONS. FORMS SHALL REMAIN IN PLACE UNTIL A MINIMUM OF 14 DAYS AND 3,000 PSI COMPRESSIVE STRENGTH ARE REACHED. TEST CYLINDERS SHALL BE CURED IN FIELD. D. SHEAR RINGS AND THRUST BLOCKS SHEAR RINGS AND THRUST BLOCKS SHALL BE CURED 24 HOURS MINIMUM PRIOR TO BACKFILLING. NO PIPELINE PRESSURE TESTING SHALL BE PERFORMED UNTIL 7 DAYS AFTER THE LAST CONCRETE PLACEMENT. 3. CONCRETE FINISHING A. GRADE SLABS AND FLOOR SLABS SHALL RECEIVE A CLASS "2" FINISH WITH A LIGHT BROOM AFTER TROWELING AS APPROVED BY OWNER. EQUIPMENT BUILDING FLOOR SLAB SHALL RECEIVE FLOOR HARDENER PER SPECIFICATION SECTION 03300. B. ALL EXPOSED EXTERIOR FORMED CONCRETE SHALL RECEIVE AN ARCHITECTURAL FINISH PER BASIC CONCRETE SPECIFICATIONS. C. REFER TO SECTION 3.07 OF THE BASIC CONCRETE SPECIFICATIONS FOR SURFACE FINISHES OF ITEMS NOT MENTIONED ABOVE. 4. THE LOCATION OF ALL CONSTRUCTION JOINTS NOT SPECIFICALLY NOTED OR SHOWN SHALL BE APPROVED BY THE OWNER. 5. JOINT SEALANT SHALL BE PLACED IN ALL HORIZONTAL AND VERTICAL JOINTS ON INTERIOR OF ALL CAST-IN-PLACE EXTERIOR WALLS. PROVIDE 1" WIDE X 1 /2" DEEP FORMED GROOVE FOR JOINT SEALANT. SEALANT STRIP MATERIAL AND INSTALLATION PROCEDURE SHALL BE PER BASIC CONCRETE SPECIFICATIONS. 6. TIE HOLES AND CONCRETE HOLES SHALL BE FILLED OR REPAIRED PER BASIC CONCRETE SPECIFICATIONS . ELECTRICAL NOTES 1. CONTRACTOR SHALL CONSTRUCT POWER SERVICE FACILITIES IN ACCORDANCE WITH SDG&E REQUIREMENTS. CONTRACTOR SHALL FURNISH AND INSTALL TRANSFORMER SLAB, CONDUITS, AND GROUNDING FACILITIES. CONTRACTOR SHALL COORDINATE ALL WORK WITH SDG&E AND VERIFY SLAB AND CONDUIT LOCATIONS WITH SDG&E PRIOR TO INSTALLATION. ALL SERVICE EQUIPMENT AND PANELS SHALL BE IN STRICT ACCORDANCE WITH SDG&E REQUIREMENTS. 2. CONTRACTOR SHALL INSTALL CONDUIT AND ELECTRICAL EQUIPMENT IN LOCATIONS THAT WILL CAUSE MINIMAL INTERFERENCE WITH THE MAINTENANCE AND REMOVAL OF MECHANICAL EQUIPMENT. CONDUITS AND CONNECTIONS ARE SHOWN SCHEMATICALLY. CONTRACTOR SHALL RUN CONDUIT IN NEAT MANNER PARALLEL OR PERPENDICULAR TO WALLS AND SLABS, AND WHEREVER POSSIBLE, INSTALL TOGETHER IN PARALLEL RUNS SUPPORTED WITH UNISTRUT TYPE SUPPORT SYSTEM. INCORPORATED .3602 University ,,._wt, • Rlvenlde, CA. 92501 • 951-88,J-8900 3. GROUNDING SHALL BE AS SHOWN ON THE DRAWINGS AND IN ACCORDANCE WITH NATIONAL ELECTRICAL CODE, LATEST EDITION. 4. UNLESS NOTED OTHERWISE ON THE DRAWINGS, CONDUCTORS 250 MCM OR SMALLER SHALL BE STRANDED COPPER WITH 75· C THWN INSULATION AND MINIMUM CONDUCTOR SIZE SHALL BE #12 AWG. UNLESS NOTED OTHERWISE ON THE DRAWINGS, CONDUCTORS LARGER THAN 250 MCM SHALL BE STRANDED COPPER WITH 75" C XHHW INSULATION. 5. ALL CONDULET CAST DEVICE BOXES AND JUNCTION BOXES SHALL BE ADEQUATELY SIZED FOR REQUIRED CIRCUITRY. EXCEPT AS NOTED HEREINAFTER, ALL BOXES SHALL BE SUPPORTED WITH UNISTRUT SUPPORTS. SURFACE MOUNTING TO WALLS SHALL BE PROVIDED BY EXPANSION ANCHORS. 6. BOXES SHALL BE MANUFACTURED BY CROUSE-HINDS COMPANY, APPLETON COMPANY, OR EQUAL. HOWEVER, ALL BOXES SHALL BE FURNISHED BY A SINGLE MANUFACTURER. 7. CONTRACTOR SHALL USE STAINLESS STEEL EXPANSION ANCHORS (WEDGE OR SLEEVE TYPE) FOR MOUNTING ELECTRICAL CONDUIT, BOXES, AND EQUIPMENT. NO TYPE OF EXPLOSIVE ANCHOR WILL BE PERMITTED. 8. UNLESS NOTED OTHERWISE, BURIED CONDUIT SHALL BE INSTALLED WITH A MINIMUM OF 30" COVER. 9. UNDERGROUND CONDUIT SHALL BE MINIMUM 3/ 4" DIA., RIGID SCH. 40 PVC. WHERE CONDUIT IS STUBBED UP ABOVE GRADE, TRANSITION BETWEEN PVC AND PVC COATED STEEL CONDUIT SHALL BE AT HORIZONTAL LEG OF BURIED CONDUIT BEND. 10. WHERE CAST IN CONCRETE OR STUBBED UP ABOVE GRADE, CONDUIT SHALL BE MINIMUM 3/4" DIA. RIGID STEEL, SCH. 40, HOT DIPPED GALVANIZED (HOG) AND PVC COATED. 11. EXPOSED CONDUITS OUT OF DOORS SHALL BE MINIMUM 3/4" DIA. RIGID STEEL, SCH. 40, HDG. EXPOSED CONDUITS IN-DOORS SHALL BE MINIMUM 3/4" SCH. 40, HDG, OR INTERMEDIATE GRADE HOG. EXPOSED CONDUITS SHALL BE MOUNTED WITH UNISTRUT SUPPORTS OR CONDUIT CLAMPS AT 8' -0" MAXIMUM SPACING UNLESS OTHERWISE SHOWN. PROVIDE 3/8" EXPANSION ANCHORS FOR SUPPORTS OR CLAMPS ATTACHED TO CONCRETE. 12. SPARE CONDUITS SHALL, UNLESS SPECIFIED AS FLUSH, EXTEND MINIMUM 2" ABOVE SLAB AND ALL SHALL BE PROVIDED WITH THREADED CAPS OR PLUGS AND PULL CHORD. 13. CONNECTION FROM JUNCTION BOX OR CONDUIT TO MOTOR OR EQUIPMENT TERMINAL BOX SHALL BE WITH FLEXIBLE CONDUIT. ALL FLEXIBLE CONDUIT SHALL BE LIQUID-TIGHT AND SHALL HAVE AN INTERLOCKED FLEXIBLE GALVANIZED STEEL CORE WITH PERMANENTLY BONDED CONTINUOUS EXTERIOR GRAY POLYVINYL CHLORIDE JACKET. EXTERIOR FLEXIBLE CONDUIT SHALL BE UV PROTECTED. 14. CONTRACTOR (INSTRUMENTATION SUBCONTRACTOR) SHALL SUBMIT ELECTRICAL SHOP DRAWINGS INCLUDING COMPLETE CONTROL DIAGRAMS AND COMPLETE INTERCONNECT DIAGRAMS WITH APPROPRIATE TERMINAL NUMBERING. LADDER DIAGRAMS SHALL BE PROVIDED WITH NUMBERS FOR EACH LINE INCLUDING REFERENCES TO THE LINE NUMBER WHERE CONTACTS FOR EACH RELAY ARE SHOWN. LADDER DIAGRAMS SHALL SHOW CONDUCTOR NUMBERS, TERMINAL BLOCKS, AND TERMINAL BLOCK NUMBERS. COMPLETE AS-BUILT DRAWINGS SHALL BE SUBMITTED AFTER CONSTRUCTION IS COMPLETE. INTERCONNECT DIAGRAMS SHALL SHOW ALL INTERCONNECTIONS BETWEEN EQUIPMENT AND BE PROVIDED WITH WIRE NUMBERS AND TERMINAL BLOCK NUMBERS. COMPLETE AS BUILT DRAWING MUST BE SUBMITTED AFTER CONSTRUCTION IS COMPLETE. 15. CONTROL (LADDER) DIAGRAMS AND OPERATION DESCRIPTION ARE PROVIDED TO DESCRIBE DESIRED OPERATION AND CONTROL. SINGLE RELAYS ARE SHOWN REGARDLESS OF NUMBER OF CONTACTS REQUIRED AND MULTIPLE EQUIPMENT UNITS ARE SHOWN AS TYPICAL. CONTRACTOR SHALL PROVIDE THE NUMBER OF RELAYS AND CONTROL EQUIPMENT REQUIRED TO PROVIDE THE OPERATION AS SPECIFIED. 16. CONTRACTOR SHALL PROVIDE 10 SPARE RELAYS MOUNTED IN THE CONTROL PANEL AND CONTACTS WIRED TO TERMINAL STRIP. 17. ALL FIELD WIRING TO THE MAIN CONTROL PANEL AND FROM OTHER SECTIONS OF THE MCC/VFDS SHALL TERMINATE AT TERMINAL STRIPS IN THE MAIN CONTROL PANEL . 18. ELECTRICAL PANEL ELEVATIONS SHOW APPROXIMATE SPACE REQUIREMENTS FOR EQUIPMENT. LAYOUT SHALL BE MODIFIED AS REQUIRED FOR THE MANUFACTURER'S SPECIFIC EQUIPMENT. CONTRACTOR SHALL SUBMIT FOR OWNER'S APPROVAL, COMPLETE SHOP DRAWINGS WHICH SHALL INCLUDE ELEVATION VIEWS OF ALL ELECTRICAL PANELS. UNLESS NOTED OTHERWISE, COLOR OF ALL ELECTRICAL PANELS SHALL BE ANSI 49 LIGHT GRAY. 19. UNLESS NOTED OTHERWISE, PROVIDE 3C (MINIMUM) # 16 SHIELDED BELDEN CABLE FOR ALL 4 TO 20 MA SIGNALS. 20. AFTER INSTALLATION IS COMPLETE THE CONTRACTOR SHALL CHECK ALL CONTROLS BY SIMULATING ALL OPERATING CONDITIONS WITH THE OWNER PRESENT. SUBSEQUENT START-UP OF FACILITIES SHALL BE PERFORMED BY THE CONTRACTOR AND SHALL INCLUDE OPERATION OF ALL EQUIPMENT IN ALL MODES OF CONTROL INCLUDING START, SHUTDOWN AND ALARM CONDITIONS. PUMPING UNITS SHALL BE OPERATED BY UTILIZING BYPASS SYSTEM FROM DISCHARGE TO SUCTION. OPERATION OF PUMPING UNITS IN VARIABLE SPEED MODE SHALL REQUIRE CONTRACTOR TO SIMULATE SPEED SIGNAL. 21. UPON COMPLETION OF START-UP AND TESTING, CONTRACTOR SHALL THOROUGHLY CLEAN ALL EXPOSED PARTS OF ELECTRICAL INSTALLATION, INCLUDING PANEL INTERIORS. CONTRACTOR SHALL REMOVE ALL TRACES OF DIRT, OIL, GREASE, ETC. "AS BUil T" P.E. ___ EXP ___ _ REVIEWED BY: INSPECTOR G-3 DATE DATE -~-+--+------------+---+----t---+------1 I SH3EET I CITY OF CARLSBAD ~6 ENGINEERING DEPARTMENT U§._j ~:::::::::::'...'.:::::::==========:::::'....'::=~ IMPROVEMENT PLANS FOR: ENCINA BASIN WATER RECLAMATION PROGRAM, PHASE II BRESSI RECYCLED AND POTABLE WATER PUMP STATIONS CONSmUCTION NOTES APPROVED: WILLJA~UMMER A4ll:n~ ~ r ,1 • DEPUTY CITY ENGINEER PE 28176 EXP. 03-31-06 9-t,t-o4 DATE • OWN BY: SPK APPROVED BY \1..1. -p . ,.______ DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: PES PROJECT NO. DRAWING NO. REGISTERED EN't°INEER No. 222D DATE 9/03/04 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: JPM ~ Li··-------------------------------..!::::======~~~~============~;;;;;;;;;;;;;;;;;;;;;;;;;~~~~~~~~~~ 3889/3910 409-6 -II 8 i§ '--"' 0: ~ .. \,i i5 ~ a: 3' ,. ,_ ,.; "" ~ ~ ::; OJ c; <: L.J c:! L,J 0: CD ... "' I 0 <D 00 •··· , .. · ... ,;\ --4~---,--- SYMBOLS AND LEGEND 30RW ---81--- ---81 --- SECTION VIEW SECTION "C", CUT ON SHEET 6. SECTION CUT SECTION "M" SHOWN ON SHEET 4. DETAIL 2 SHOWN ON SHEET 5. 30= DIAMETER OF PIPELINE RW= DUTY OF PIPELINE PROPOSED FINISH CONTOUR. EXISTING CONTOUR. CHAIN LINK FENCE, 6' HIGH W/3 STRANDS BARBED WIRE PER SPECIFICATIONS. FITTING SYMBOLS WELDED FLANGED ' MECHANICAL JOINT SINGLL LINE. \ r DOUBLE LINE (TYP) \\ Ill----< ~YP) ~ FLANGED TEE r"\ /" ,....._ I --111t" -----<~t-- r--...~-111--- ......... --t~,___ FLANGED ELBOW (ANGLE AS SHOWN) FLANGED JOINT REDUCER VICTAULIC GROOVED PIPE COUPLING BLIND FLANGE THREADED AND SOLVENT-WELDED FITTING SYMBOLS t ELBOW ELBOW UP ----+10 ELBOW DOWN --t>--REDUCER T TEE ----t0+---TEE BRANCH UP TEE BRANCH DOWN UNION ---:] END CAP ~ 48 hoursB[FQR[excavation ~ 1-(800)422-4133 CALL Underground Service Alert ( I.HOLES AS SHOWN, ALL ) EVEN INCREMENTS OF 90" 1 ... 90-, ,45•, 22 1/'2", 11 1/-4•, ETC. VALVES SINGLE LINE DOUBLE LINE FLANG£D """\ r SCREWED ,;TYP) ~TYP) ---ttx:1--~ -0- --H<::>+-~ --H"'---J-- ~ SHORT BODY FLANGED BUTTERFLY VALVE, A.W.W.A. C504, SHOWING ORIENTATION OF OPERATOR WAFER STYLE BUTTERFLY VALVE GATE VALVE {USE THREADED \IAL\IE FOR 3" OR SMALLER UNLESS OTHERWISE NOTED) P.V.C. BALL VALVE, TRUE UNION (1" AND UNDER) OR FLANGED TYPE (OVER 1 ") STAINLESS STEEL BALL VALVE ECCENTRIC PLUG VALVE PVC BALL CHECK VALVE SWING CHECK VALVE AUTOMATIC OPERATED VALVE SOLENOID OPERATED VALVE MULTIPORT VALVE 3-WAY PRESSURE RELIEF VALVE HYDRAULICALLY OPERATED VALVE PRESSURE REGULATING VALVE BACK-PRESSURE VALVE ANTI-SIPHON VALVE MISCELLANEOUS SYMBOLS --<J ◄ ---D-F.H. 1 • H.B.~ H.B. ---()::] ROTAMETER FLOW SIGHT GLASS FLOW METER FLEX COUPLING GRAVITY CLEAN OUT PER STD. DWG. S6 PRESSURE CLEAN OUT FIRE HYDRANT HOSE BIB (SIZE NOTED) FLOOR DRAIN WITH CAST IRON GRATE AND BRONZE STRAINER (ZURN 2415 OR EQUAL) A/C,A.C .. AC AP A.S. BOT BC CL., ¢. CL EL CLR CMU CONT C.O.T.G. CTF E EC EG EL EP E.W. EXIST., FD1 FF, FIN, FG FIP FL, t FLG FRP FTG FUT. GB GSM HB HOG HOPE HHWL HWL HP INV LLH LLV LLWL LWL MANUF. ABS CIP CISP CMC CML CMLC, CML&:C CML&TC DI DIP FRP GIP (E) FLR ABBREVIATIONS AND NOTATIONS ASPHALT CONCRETE ANGLE POINT AS SHOWN BOTTOM BEGINNING CURVE CENTERLINE CENTERLINE ELEVATION CLEAR, CLEARANCE CONCRETE MASONRY UNIT CONTINUOUS CLEAN OUT TO GRADE CUT-TO-FIT EAST COORDINATE END CURVE EXISTING GRADE ELEVATION ELEVATION EDGE OF PAVING EACH WAY EXISTING FLOOR DRAIN, TYPE 1, 2, ETC., REFER TO MISCELLANEOUS SYMBOLS FINISH FLOOR ELEVATION FINISH GRADE ELEVATION FEMALE IRON PIPE FLOW LINE ELEVATION FLANGE FIBERGLASS REINFORCED PLASTIC FOOTING FUTURE CONSTRUCTION GRADE BREAK GALVANIZED SHEET METAL HOSE BIBB HOT DIPPED GALVANIZED HIGH DENSITY POLYETHYLENE HIGH HIGH WATER LEVEL HIGH WATER LEVEL HIGH POINT INVERT ELEVATION LONG LEG HORIZONTAL LONG LEG VERTICAL LOW LOW WATER LEVEL LOW WATER LEVEL MANUFACTURER ABBREVIATIONS ACRYLONITRILE BUTADIENE STYRENE CAST IRON PIPE CAST IRON SOIL PIPE CEMENT MORTAR COATED CEMENT MORTAR LINED WELDED STEEL PIPE CEMENT MORTAR LINED AND COATED WELDED STEEL PIPE CEMENT MORTAR LINED, TAPE WRAPPED, AND CEMENT MORTAR COATED DUCTILE IRON DUCTILE IRON PIPE FIBERGLASS REINFORCED PLASTIC GALVANIZED IRON PIPE (STD.WT.) MGO MH MIP MISC. MJ N NIC OFCI, O.f.C.I. OFOI, O.F.0.I. OH OHE PORC PL, t PS-1 PWPS R RC, R.C. REO. RWPS SCH, SCHED SPEC SSPWC ST.STL,S.S. STD DWG T&B TB TC, TOC TD TG TP TS TW, TOW TYP UNO, U.N.O. \/Pl WS • FOR PIPE HDG HOPE PVC RCP scs MILLION GALLONS PER DAY MANHOLE MALE IRON PIPE MISCELLANEOUS MECHANICAL JOINT CONNECTION NORTH COORDINATE NOT IN CONTRACT OWNER FURNISHED EQUIPMENT, CONTRACTOR TO INSTALL OWNER FURNISHED OWNER INSTALLED EQUIPMENT OPPOSITE HAND OVERHEAD ELECTRICAL POINT OF REVERSE CURVE PROPERTY LINE PIPE SUPPORT TYPE 1, 2, ETC., REFER TO MISCELLANEOUS DETAILS AND STANDARD DRAWINGS POTABLE WATER PUMP STATION RADIUS RELATIVE COMPACTION REQUIRED/REQUIREMENTS RECYCLED WATER PUMP STATION SCHEDULE BOUND SPECIFICATIONS STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION {LATEST EDITION) STAINLESS STEEL STANDARD DRAWING-REFER TO BOUND SPECIFICATION TOP AND BOTTOM TOP OF BERM ELEVATION TOP OF CONCRETE ELEVATION, TOP OF CURB ELEVATION TOP or DRAIN ELEVATION TOP or GRATE ELEVATION TOP or PAVING TOP OF SLAB TOP or WALL ELEVATION TYPICAL UNLESS NOTED OTHERWISE VERTICAL POINT OF INFLECTION WATER SURFACE DENOTES A DIMENSION DEPENDENT UPON THE EQUIPMENT FURNISHED. CONTRACTOR TO VERIFY DIMENSION WITH ACTUAL EQUIPMENT DELIVERED TO SITE. SEE GE:NERAL CONSTRUCTION NOTES. DIMENSION TO BE \IERIFIE:D PRIOR TO CONSTRUCTION AND PRIOR TO ORDERING EQUIPMENT DEPENDENT UPON DIMENSION. MATERIALS HOT DIPPED GALVANIZED {SCH.40 UNO) HIGH DENSITY POLYETHYLENE POLYVINYL CHLORIDE REINFORCED CONCRETE PIPE SEAMLESS CARBON STEEL SS, S.STL. STD.WT. STL. STAINLESS STEEL STANDARD WEIGHT STEEL \ICP WSP 1/4"CT VITRIFIED CLAY PIPE {EXTRA-STRENGTH) WELDED STEEL PIPE WSP WITH 1 / 4" STEEL CYLINDER THICKNESS A. B. C. D. E. F. G. H. I. REFERENCE DRAWINGS CONSTRUCTION DRAWINGS FOR VARIOUS EXISTING FACILITIES SHOWN Mass Grading and Erosion Control Plans for Bressi Rench, Project No. CT00-06, Drawing No. 400-BA. Construction Plans for Point "D" Pressure Reducing Station and Related Pipelines, Project No. 75-106, Drawing No. 8E-B1. Improvement Plans for Palomar Airport Road and El Camino Real (30" Potable Water), Project No. 3341, Drewing No. 314-3. Construction Plans for El Camino Real and Cassia Road 30" and 24" Potable Water Transmission Mains (20" Potable Waler), Project No. 34461, Drawing No. 394-1. Construction Plans for El Camino Real and Cassia Road 18"/20" Recycled Water Transmission Mains (20" Recycled Water), Project No. 3887-H, Drawing No. 414-4. Improvement Plans for Industrial Park Pipelines (16"/27" Recycled Water), Project No. 3887-C, Drawing No. 405-7. Improvement Plans for El Camino Real, Project No. CT00-06, Drawing No. 400-BG. Improvement Plans for Palomar Airport Road, Project No. CT00-06, Drawing No. 400-BH. Improvement Plons for Bressi Rench Industrial Storm Drains (42" Storm Drain), Project No. CT00-06, Drawing No. 400-BD. G-4 "AS BUil T" P.E. __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE 1-----+--+-----------+---+-----ir----+--t I SH4EET I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT ~ ~I::::M::::P::::RO::::VE~M::::E::::N::::T:::::::P::::LA::::N::::S:::::::F:::::O::::R:=· ======::::::::..::::==:::; INCORPORATED 3802 University Ave. • Rlvarald■, CA. 92501 • 951-68-4--6900 r, I APPROVED BY \:.,~ • r. -~'---------- REGISTERED ENGINEER No. 62220 DATE 9/03/04 DATE INITIAL ENGINEER OF WORK DA TE INITIAL DA TE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ENCINA BASIN WATER RECLAMATION PROGRAM, PHASE II BRESSI RECYCLED AND POTABLE WATER PUMP STATIONS LEGENDS, SYMBOLS. AND ABBREVIATIONS APPROVED: WILLl-!IM~'c,UMMER ,/4~r.::•:..4f'-?i_La., .. •1:;.~r.,:.,,.,,,~/'.A((~ei"•--■0,:4='=-::-::---:,---::-::-9-/ A _,. DEPUTY CITY ENGINEER PE 28176 EXP. 03-31-06 DA TE OWN BY: SFM PROJECT NO. DRAWING NO. CHKD BY: PES RVWD BY: JPM 3889/3910 409-6 ;; 8 0, 0 "' I l5 ., ~ "' E:1 w ffi "' "' I ~ IX) '. FINISH AND PROTECTIVE COATING SCHEDULE (UNLESS OTHERWISE NOTED) ITEM EXTERIOR CONCRETE SURFACES INTERIOR CONCRETE SLABS COATING NO COATING REQUIRED. FLOOR HARDENER PER SPECIFICATION 03300 EXPOSED FERROUS METAL PIPING, VALVES, FITTINGS, AND APPURTENANCES COAT PER SERVICE CONDITION A. COLOR COAT BELOW GRADE FERROUS METAL PUMPS AND MOTORS EXPOSED MISCELLANEOUS FERROUS METAL MISCELLANEOUS GALVANIZED STEEL STAINLESS STEEL ALUMINUM AND LABEL PER SPECIFICATION REQUIREMENTS. SERVICE CONDITION D. FACTORY COATING. FINISH COAT PER SERVICE CONDITION B. COAT PER SERVICE CONDITION A. NO COATING REQUIRED. NO COATING REQUIRED. NO COATING, EXCEPT WHERE AGAINST CONCRETE COAT AREA PER SPECIFICATION. ANODIZE WHERE SPECIFIED. ELECTRICAL PANELS FACTORY COATING, BAKED ENAMEL. TOUCH UP ELECTRICAL DEVICE BOXES PIPE OR CONDUIT SUPPORTS EXPOSED ELECTRICAL CONDUIT SURGE TANKS (INTERIOR) SURGE TANKS (EXTERIOR) BUILDING MISCELLANEOUS FERROUS METAL (E,G, DOORS AND FRAMES) BUILDING CONCRETE WALLS (EXTERIOR BELOW GRADE SURFACES) NOTES WHERE DAMAGED. FACTORY COATING, ZINC ELECTROPLATE AND ALUMINUM LACQUER OR HDG. HOT DIPPED GALVANIZED. NO ADDITIONAL COATING REQUIRED. COAT PER SERVICE CONDITION R. COAT PER SERVICE CONDITION A. COAT PER SERVICE CONDITION A. BITUMINOUS WATERPROOFING PER SPECIFICATION 07112 (LIQUID BOOT). (1) UNLESS NOTED OTHERWISE, SURFACE PREPARATION AND COATING SHALL BE PER SPECIFICATION SECTION 09900, "BASIC COATING AND PAINTING SPECIFICATION FOR WATER, RECYCLED WATER AND WASTEWATER FACILITIES". WHERE ITEM NOT SPECIFICALLY INCLUDED IN TABLE, REFER TO SPECIFICATION. (2) ALL COLORS SHALL BE SELECTED BY THE OWNER. PIPE DUTY DESIGNATION ABBREV. DESCRIPTION ABBREV. CA COMPRESSED AIR RWD D DRAIN RWS PD PERFORATED DRAIN s PR PRESSURE RELIEF SD PWD POTABLE WATER DISCHARGE VD PWS POTABLE WATER SUCTION W,PW RW RECYCLED WATER DESCRIPTION RECYCLED WATER RECYCLED WATER SANITARY SEWER STORM DRAIN VOLUTE DRAIN POTABLE WATER DISCHARGE SUCTION PIPE MATERIAL SCHEDULE (UNLESS OTHERWISE NOTED) DUTY BELOW GRADE ABOVE GRADE ( 1 ) (NO LEAKAGE) HYDROSTATIC ANO LEAKAGE TEST PRESSURE (PSI) (2) NOTIES AV N/A CA TYPE "K" COPPER D ABS, SCHED. 40 PD ABS, SOR 15.3 PR CML&TC STD. WT. TYPE "K" COPPER ANO BRASS, SCHED. 40 BRASS, SCHED. 40 ABS, SCHED. 40 N/A WSP CML STD. WT. WSP (4) (3) AND (4) (5) ( 11 ) RWD, PWD CML&TC STD. WT. WSP CML STD. WT. WSP 300 300 5 N/A 300 300 225 5 (6), (8) AND (9) (6), (8) AND (9) RWS, PWS CML&TC STD. WT. WSP CML STD. WT. WSP (6), (8), (9) AND (10) (5) SD 3" AND LESS, ABS SCHED. 40 N/A SD OVER 3", PVC, DR 35 N/A 5 (7) VD N/A TYPE "K" COPPER 5 N/A NOTES: • IDENTIFICATION EXAMPLE -2CA -2" PIPING, VALVES, & FITTINGS, COMPRESSED AIR. • PIPE CLASS OR THICKNESS SPECIFIED ON DRAWINGS ARE MINIMUM. • REFER TO SPECIFICATION FOR DURATION OF LEAK AND HYDROSTATIC TEST. • NO VISIBLE LEAKAGE IS PERMITTED IN EXPOSED PIPING. (1) ALL ABOVE GRADE PIPING SHALL BE COATED AND LABELED. PIPE COATING AND LABELING SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION 09900, "BASIC COATING AND PAINTING SPECIFICATION FOR WATER, RECYCLED WATER, AND WASTEWATER FACILITIES" AND AS SPECIFIED IN THE "FINISH & PROTECTIVE COATING SCHEDULE", HEREON. (2) LEAKAGE AND HYDROSTATIC TESTS SHALL BE PERFORMED IN ACCORDANCE WITH SPECIFICATION SECTION 15044, "HYDROSTATIC TESTING OF PRESSURE PIPELINES". CONTRACTOR SHALL FURNISH ALL TESTING EQUIPMENT, INCLUDING CALIBRATED TEST GAUGES WITH PROVISIONS FOR OWNER'S TEST GAUGES. TESTING AGAINST VALVES IS NOT PERMITTED. (3) TEST WITH AIR, NO LEAKAGE FOR 4 HOURS. (4) TYPE "K" COPPER TUBING AND SCHEDULE 40 BRASS SHALL BE PROVIDED IN ACCORDANCE WITH SPECIFICATION SECTION 15057, "COPPER TUBING, BRASS, AND BRONZE PIPE FITTINGS". PIPE MATERIAL TRANSITION TO OCCUR BELOW GRADE PRIOR TO RISER ELBOW. (5) ABS PIPE AND FITTINGS SHALL BE SCHEDULE 40 PER ASTM D2661-02 OR ASTM D2751-96. ABS PIPE SHALL BE SOLVENT WELDED. (6) ALL PIPE AND FITTING JOINTS SHALL BE RESTRAINED. FOR WSP, JOINTS SHALL BE FIELD/FULLY WELDED, FLANGED. OR GROOVED (WHERE SHOWN). (7) STORM DRAIN PIPE SHALL BE PVC GASKETED SEWER PIPE, DR35 PER ASTM D3034. PIPE FITTINGS SHALL BE GASKETED PVC FITTINGS CONFORMING TO ASTM F679. PIPE BEDDING SHALL BE CLASS II PER ASTM 02321 AND SHALL BE COMPACTED TO 90% RELATIVE COMPACTION. (8) STANDARD WEIGHT STEEL PIPE SHALL CONFORM TO ASTM A53, TYPE S (SEAMLESS). PIPE FITTINGS SHALL BE STANDARD WEIGHT STEEL FITTINGS CONFORMING TO ANSI B16.9 AND ASTM A234. FLANGES FOR STANDARD WEIGHT PIPE SHALL BE ANSI B16.5, CLASS 150 FOR SUCTION PIPING (RWS AND PWS) AND ANSI B16.5, CLASS 300 FOR DISCHARGE PIPING (RWD AND PWD). ABOVE GRADE PIPING AND FITTINGS SHALL BE CEMENT MORTAR LINED (CML) PER SPECIFICATION SECTION 15061. BELOW GRADE PIPING AND FITTINGS SHALL BE CEMENT MORTAR LINED, TAPE WRAPPED, AND CEMENT COATED PER SPECIFICATION SECTION 15061. CEMENT MORTAR COATING SHALL EXTEND 6" ABOVE FINISHED GRADE. PIPING AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH SPECIFICATION SECTIONS 02223 AND 15061. UNLESS OTHERWISE SHOWN, ALL BELOW GRADE PIPELINE JOINTS SHALL BE "BUTT-STRAP" TYPE IN ACCORDANCE WITH STD. DWG. W1 37 AND SPECIFICATION SECTION 15061. VICTAULIC CONNECTIONS ON ABOVE GRADE PIPING AND FITTINGS SHALL BE STYLE 77, CUT GROOVE. (9) ALL PIPING, APPURTENANCES, AND CONNECTIONS SHALL BE DISINFECTED PER SPECIFICATION SECTION 15041. (10) HYDROSTATIC TEST SHALL INCLUDE PUMPING UNIT CANS AND SUCTION PIPING UNDER BUILDING SLAB/FOUNDATION. PROVIDE TEMPORARY BLIND FLANGES FOR PUMP CANS AND PIPING. (11) ABS PIPING AND FITTINGS SHALL BE SOR 15.3, PER ASTM D2571, SOLID WALL WITH PERFORATIONS, 3/8" DIA. AT 3" 0.C. (2 ROWS FOR 4" PIPE) CONTECH CONSTRUCTION PRODUCTS, INC .. OR EQUAL WITH SOCKET WELDED JOINTS AND FITTINGS. G-5 "AS BUil T" P.E. ___ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE t------+----t------------+---+-----+---+---I I SH5EET I CITY OF CARLSBAD [SHEITsl6 ENGINEERING DEPARTMENT l_l§_j ~lc:M::=PR:cO:::;VE~M~E~NT~P~LAN~S~FO~R::::: ======::::'..'==~ ENCINA BASIN WATER RECLAMATION PROGRAM, PHASE II BRESSI RECYCLED AND POTABLE WATER PUMP STATIONS ,i~fE SS I 0,f'.( KRIIGER SCI-EDll.ES AND PIPE DUTY DESIGNATIONS ::;~ ~~ 1-(800)422-4133 ~ ~ No. 6'll2I) E E .. Eiii-9-311-115 "' ~TIWART INCORPORATED APPROVED: WILLIAJ,A ~JMMER 1-------11-----+----------------1----+--+-----1---1 -ddtM ·, ~ ~ • 9:-1,1-t24 DEPUTY CITY ENGINEER PE 28176 EXP. 03-31-06 DATE , ®48 hoursB[FQR[excavalion .s,"'._\.iilSH~'<+. CALL Underground Service Alert * * '"02 ""1-~•, .... • .,_,.., CA. 92~1 ; 951 -oe•-••00 l:i ' .r,,, C/V\\ "'-~ " • f, "lill:ll'""-,17"'" v~----r-------i-----::-DA-:cTE=-+-::,1N"'IT,-,.IA'""L +-----------------+-,Dc-AccTE,----f--l-NI--TIA-L-+--+----1 OWN BY: SPK PROJECT NO. ::;; ' "'tor rn.1\11>"'" APPROVED BY • .£1.l • """--DATE INITIAL CHKD BY: PES / DRAWING NO. ~ REGISTERED E~INEER No. 62220 DATE 9/03/04 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: ..l"M 3889 391 Q c::il....------------------------=~;;;;;:;:;;:;~~~~~~=;;;;;;;;;;=====~~~~~~~~~~===.I 409-6 ,:, ,.::: fF:4:~ ::,; a. N ... - ... 0 8 "' 0 "-<:, ~ ~ 0: .. <::i <: "' e! w ~ U) ,,., I ~ OJ ' ' ·.'i J 'i :, ,;,', ,, i!/. ,, ': ::(, J ,, ;{ Fi . i : ' ,. H, ;: r ' H i•<I ,,,, :,· :.:-: I ' ' ,i( .':' + !i •' ::;_, .,, ~!; ! ,.; ,.,. ,'! ' ,, : ' :,; • ' ' ,, ,' I , f' :"' C-f iii, ' :• ' ' ,,c ' ' !',, J:, ,. !'' ti t: (_;: II Ii n ::t :•~, riL iJ. t,-_' ,., !;," ' 1;\ . "1" :·• k ' ' '• i-' k: it- ;'', ,, r:,. ' i>. ,,, ';i ' ,; ; -'Iii: _ CARLSBAD OUVENHAIN (FUTURE) 660 ZONE MD 360 gpm 0.52 MGD MMD 756 gpm 1.09 MGD MDD 900 gpm 1.30 MGD MDPH 2,160 gpm N/A MIN. MD 40 gpm 0.100 MGD 700 HWL \ 580 ZONE 550 ZONE FUTURE 550 0 ZONE \ ·AAD 206 gpm 987 gpm 0.30 MGD AAD 1.42 MGD _.,_ __ AAD 123 gpm 0.13 MGD 700 ,..,., \ ..... 700 l"---..1.--~ ,_ MMD 432 gpm 0.622 MGD MMD 2,073 gpm 2.98 MGD i i "-Xx/ MMD 258 gpm 0.37 MGD MDD 515 gpm 0.74 MGD MDD 2,468 gpm 3.55 MGD , r----660 ZONE MOD 308 gpm 0.44 MGD I I / " L _______ _J MDPH 1,236 gpm N/A MDPH 5,922 gpm N/A 2.5 MG MDPH FUTURE 738 gpm N/A MIN. MD 23 gpm 0.033 MGD MIN. MD 109 gpm 0.156 MGD SANTA FE I MIN. MD 14 gpm 0.195 MGD RESERVOIR ff .. .,,.,. .. ,.,_ '?~/4"\ 600 600 ~/;-./\ " 593 HWL 1-:.,;. "YX / @ "\;:,7-t ' "~~/y / 580 ZONE 550 ZONE ' 550 0 ZONE / " Fl>SW)AY ! / X ,/ ·• PRV STATION ® . ·✓-" 384 NORTH ZONE 384 SOUTH ZONE Ll • "' MD 313 gpm 0.45 MGD AAD 974 gpm 1.40 MGD LA COSTA lWIN D MAHR RESERVOIR I PRV 450 ZONE MMD 658 gpm 0.95 MGD MMD 2,045 gpm 2.94 MGD POTABLE WATER -ATI--. I 500 FC STATION "4~~E/ AAD 308 gpm 0.44 MGD I <§; MDD 783 gpm 1.13 MGD MDD 2,435 gpm 3.50 MGD (550) © MMD 647 gpm 0.93 MGD t ~c I 423.0 HWL 422.5 HWL MDPH 1,879 gpm N/A MDPH 5,844 gpm N/A \\ / x.;>(" no gpm "'~ L,J I PRV ® TWIN D MDD 1.11 MGD 80 ZI STATION MIN. MD 34 gpm 0.050 MGD MIN. MD 107 gpm 0.154 MGD RW PRV -. i3 I / .-STATION MDPH 1,850 gpm N/A . ,,., . • .,.,~ ~I I-/. ¥ / \ ¥ 380 HWL -..._)<)(/ '><XX ::,; "YX / 34 gpm "><.Y / Li.I ~ LA COSTA MIN. MD 0.049 MGD I zl Li.I 1.0 MG )3M SOUTH ZONE< D-1 ~--~ D-2 lWIN D PUMP STATION a: I -400 EL. 392.0 3lM NORTH ZONE I 384 EAST ZONE GOLF COURSE 384 0 ZONE 400 l.&.. / x.)<_" CANNON/ 1.25 MG 1.25 MG ' i / x.)<_" (NORTH) I¥-l;j I / X,><. •, C ~ EL. 384.0 I . ~: I ; ·~ © FARADAY LA COSTA GOLF COURSE (NORTH) V""\ 3.0 MG oc I / / z CITY MUNICIPAL GOLF COURSE RESERVOIR f ® ' ' . FUTURE 384 0 ZONE MV --G Ci: Ci: Ci: '-/ I I - MD 251 gpm 0.36 MGD PIPE 1158 t SURGE TANK .. AAD 147 gpm 0.21 MGD r_,_.J I AAD 486 gpm 0.70 MGD / M I ~ __ j ® MEADOWLARK z AVENIDA ' ' • . MMD 309 gpm 0.44 MGD I I MMD 527 gpm 0.622 MGD 1 I ; ; , . WATER RECLAMATION MMD 1,026 gpm 1.47 MGD 0 CITY MUNICIPAL ENCINAS -I ·1 I FACILITY -GOLF COURSE I PRV I MDD 368 gpm 0.53 MGD ~~ I-MOD 628 gpm 0.90 MGD J : I I 2.0 MGD MIN. I MOD 1,214 gpm 1.75 MGD \ I STATION ' 0 gpm N/A I -.n M MAX. I <( MOPH 0 gpm N/A I "-~E/ TWIN D RESERVOI"~ ( }-w-(L; (L; c" ' MDPH MDPH 2,913 gpm N/A -300 > I I ii ~ MEADOWLARK WRF ii ---La..J MIN. MD 16 gpm 0.02 MGD MIN. MO 28 gpm 0.040 MGD ® 260 ZONE HYDRO. I PUMP STATION MIN. MD 53 gpm 0,077 MGD ....J I / " Li.I -!XI-@ I AN) 55 gpm 0.008 MGD TANK ' __ j ' . "I i ' ' I ' I I MMD 116 gpm 0.166 MGD 384 EAST ZONE BRESSI PUMP STATION L OVERFLOW TO I • • ---------------i I ( }-w-Ci: ~ ~ I L _________ l MDD 138 gpm 0.20 MGD AN) 526 gpm 0.76 MGD FAIL-SAFE PIPELINE I ' I 200 I IYDRO. i C+J MDPH 331 gpm N/A MMD 1105 gpm 1.59 MGD 200 TANK WET WELL I , MIN. MD 6 gpm 0.001 MGD MDD 1315 gpm 1.89 MGD I CALAVERA PUMP STATION I 1r MDPH 3156 gpm N/A L _______ 7 I r-----------------------________ u MIN. MD 58 gpm 0.084 MGD I I EL CAMINO PUMP STATION ® I I I M I I ' ~ ' MEADOWLARK WRF FAIL-SAFE PIPELINE TO ENCINA WATER RECLAMATION FACILITY ~ 100 l ! .~ ~ I L--------------------------------------------------T----------------------------------~ 100 ~ , , ~ I I EL. 50.0 tu tu ti) 2,780 gpm Ii I i ! ' I (4.0 MGD) I I ¥ j I SE \ 3.5 MG / , '3.5MG/ -! \ I 1.0 MGD )-@ SECONDARY TERTIARY RECYCLED PUMP STATION LA COSTA EL. 16 0 ENCINA EFFLUENT TREATMENT WATER GOLF COURSE WATE .. STORAGE FACILmES STORAGE 0 RECLAMATION GAFNER FACILITY CARLSBAD WATER RECYCLING FACILITY WASTEWATER TREATMENT PLANT ENCINA WRF OUTFALL TO OCEAN LEGEND ABBREVIATIONS NOTES: DESIGN CRITERIA FOR BRESSI RECYCLED WATER PUMP STATION -©-_jL FLOW METER AAD AVERAGE ANNUAL DEMAND (GPM) 1 . PHASE II DEMANDS INCLUDE EXISTING FACILITIES AND PROPOSED PHASE 11 STATION CAPACITY 300-2, 160 GPM MOTOR OPERATED FACILITES FOR CITY OF CARLSBAD. DEMANDS FOR OLIVENHAIN MUNICIPAL • ~ VALVE MMD MAXIMUM MONTH AVERAGE DEMAND (2.1 x AAD) WATER DISTRICT ARE FUTURE. 2-75 HP DUTY PUMPS, 1-75 HP STANDBY PUMP G-6 ELECTRIC ACTIVATED --i><J-SHUT-OFF /ISOLATION VALVE MDD MAXIMUM DAY AVERAGE DEMAND (2.5 x AAD) 2. 384 NORTH ZONE= NORTH OF FARADAY-PRY AND CANNON/FARADAY ALL PUMPING UNITS SHALL BE VFD OPERATED HYDRAULIC OPERATED INTERSECTIONS PRESSURE REDUCING ----f'0-CHECK VALVE MDPH MAXIMUM DAY PEAK HOUR DEMAND (6.0 x AAD) 384 SOUTH ZONE= MAIN 384 ZONE SERVED BY TWIN D RESERVOIRS 1 PUMP RUNNING 300-1 000 GPM (FLOW VARIES ACCORDING TO VFD SPEED) "AS BUil T" ~ VALVE 384 EAST ZONE= EAST OF BLACK RAIL/ALGA INTERSECTION -ET PUMP MIN. MD MINIMUM MONTH AVERAGE DEMAND (0.11 x AAD) 2 PUMPS RUNNING 1000-2, 160 GPM (FLOW VARIES ACCORDING TO VFD SPEED) ELECTRIC ACTIVATED 3. 580 ZONE= CALAVERA HILLS HYDRAULIC OPERATED MAIN SYSTEM FLOW PRV PRESSURE REDUCING STATION NOTE: PRESSURE SUSTAINING 4. 384 0 ZONE= OLIVENHAIN MUNICIPAL WATER DISTRICT AND RATE OF FLOW -------BYPASS/RELIEF FLOW MV MOTOR OPERATED VALVE STATION 550 0 ZONE= OLIVENHAIN MUNICIPAL WATER DISTRICT THIS SHEET IS PROVIDED FOR DISTRICT OPERATION STAFF AND TO PRESENT P.E. EXP DATE -!-CONTROL VALVE OVERALL SYSTEM OPERATION. IT IS NOT INTENDED TO SHOW FACILITIES TO FUTURE FC PRESSURE REDUCING AND FLOW CONTROL STATION 5. MD CARLSBAD= 4,127 gpm = 5.94 MGD BE CONSTRUCTED AS PART OF THIS PROJECT. REVIEWED BY: HYDRAULIC OPERATED PRESSURE REDUCING VALVE INSPECTOR DATE _$L HYDRAULIC OPERATED I SH~ET I CITY OF CARLSBAD ~ PRESSURE REDUCING AND RATE OF FLOW CONTROL ENGINEERING DEPARTMENT 6 VALVE IMPROVEMENT PLANS FOR: ENCINA BASIN WATER RECLAMATION PROGRAM, PHASE II BRESSI RECYCLED AND POTABLE WATER PUMP STATIONS ,,_~!ESS10.i,: KRitGr:R RECYO ED 111/AlER SYS1EM SCHEMATIC DIAGRAM ~<lJ h'"o BEFOR[o,oo.,t;oo "' 'f/ .S , '-'\I SH .t_,. ~ WSTtWART 1-(800)422-4133 t;~ '.4~ INCORPOR"TED ~~~~ILL~ ~~E~a, .. 9-lt?-tH -c.,,, 1""'--~ 5: No. 62220 ~ ::::: • .. E,p. 9· lHl5 -3602 Unlven111ty Ave. • Riverside, CA: 925.2._1 , 51-994-9900 DEPUTY CITY ENGINEER PE 28176 EXP. 03-31-06 DATE CALL Underground Service Alert * * SFM J'~ CIV\c ~,. APPROVED ~J; ~ ·r '"' ~ -~ ,._ OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: PES 1r or u, 111>~ REGISTERED EN NEER No. 62220 DATE 9/03/04 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: JPM 3889/3910 409-6 -II z a:: ::, "' I g "' ,:! ·•~'._,, ~ 48 hours8[FQR[excavation ~ C,U. ~d-od S,So N,t lh 1-(soo)422-4133 '1 I I I I I I I I I \ \ \ \ \ I ' \ I , I \\\ .. _'),,;,,'\, \ \ \ \ \ \ 20PWS- SDG&E SERVICE XFMR 80, PWPS AND RWPS ELECTRICAL SERVICE METERS AND MAIN C.B.S. RECYCLED WATER PUMP 'b. STATION ~ MATCH EXISTING SLOPE POTABLE WATER PUMP ,."~ATION ,, " I A I I I ...._ " ...._ I I -. I I I I I I EXISTING SDG&E HANDHOLE / I I -,,---------------------------------------------------------------------------- PALOMAR -~. ' '·, 309.0 FL AIRPORT / / MATCH EXISTING SLOPE FL ...._ I MATCH GRADE AT EXIST. TOP OF SLOPE {GRADING LIMITS) / I I 386 U " ' 21'WIOE TE / I I I I TEMPORARY CONSTRUCTION EQUIPMENT/STORAGE AREA (RESTORE TO ORIGINAL CONDITION UPON COMPLETION OF PROPOSED FACILITIES) TEMPORARY SOIL STOCKPILE AREA (RESTORE TO ORIGINAL CONDITION UPON COMPLETION OF PROPOSED FACILITIES) 20 ~~ - GRAPHIC SCALE ( IN FEET ) 1 inch = 20 ft. C-1 8 AS BUIL TN P.E, __ _ EXP, ___ _ DATE REVJE\,/ED BY• INSPECTOR DATE L211J.1/09~/-:.'1'o4'--J_:!_>:JP~M....w&~A'.:'::D:!::,DE~No~u~M..c.1 ________ +--t----t--111 sH 7 EET I CITY OF CARlSBAD fSHEETsl 6 ~:;::=~~~::;;E~N:;G~IN~E~E~Rl~N:::G:::D:::E::::P=AR=TM=E=N=T=='...'.~===; IMPROVEMENT PLANS FOR: ~TEWART INCORPORATED 3802 Un1V\91'91ty /We, • RMtl"Slde, CA. 92501 • 951-684-6900 REGISTERED EN No. DATE 9/0J/04 ENCINA BASIN WATER RECLAMATION PROGRAM, PHASE II BRESSI RECYCLED AND POTABLE WATER PUMP STATIONS OBERAL SITE PLAN l====j====i=============================t====+====~====~===i ~ ... M:=::P;P:R:~w:;;::11;;;:Dli:=_:Wl:z::L~l7.~~M:=:=~~~~:;=:'L~~';;'M:M,.,,.;;=E~-;;'~:::;:;:;=S!=-.=/,=o=-=D4==, DEPUTY aTY ENGINEER PE 28176 EXP. 03-31-06 DATE DAlE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL OlHER APPROVAL DATE INITIAL CHY APPROVAL OWN BY: CHKD BY: RVWD BY: s PES ,f'M PROJECT NO. 3889/3910 DRAWING NO. 409-6 -II ..,. 0 0 - .._ (> 0: "' "-V) I I I I I I I I l / I t,,/ I ; I I / ,,. " I I I / / / '\ / / EXIST. 42" S.D. PER DWG. 400-8D I i I I i I I I I I I / / I I / I ,- / i I I 48 hours BEFORE excavation 1-(800)422-4133 CALL Underground Service Alert I I I I I I I I I I I i i / / I / i I I I I I i I , I I I I i ., ' I I I I I GRAPHIC SCALE ( IN FEET ) 1 inch = 10 ft. I I ' ' ' // I f / I I I I I I ! / ! I I I I I I I I I I I I / I / I I I I I. / .\ ?Ro ::>1 ,;, I / <._' / / I j I / I I I I I I I ! I I I I I I I I / I / I I / I I I I I I I I ' I I I I I I I PWPS AND RWPS I ELECTRICAL SERI/ICE METERS I AND MAIN C.B.S. -----bf~:-~---=_i " I , ._;;, l "',· 0 / "' I / / / / @] 308.00 u-, Uc, 307.94 \ \ \ \ \ 308.00 FG [TI RECYCLED WATER PUMP STATION \ \ 308,00 FG0 3 I I 12SD r,:;-;;i / 302.64 ri:e 12SD 5 ~}6f '. j~ ;;~~ ... -.r;::!::::ot:;i I --------------------:....T-12SD --7·-- 303.76 FL ASPHALT-\ PAVING \ ///, //, //// '-(////////// <:.,,///✓/,'/// ///////// i #4 BAR CONT. _j (TYP.) 6" CLASS 2 BASE _/ RIBBON GUTTER DETAIL SCALE: 3/4"=1'-0" r 6" 1 ~ / / ' \ \ ' I I ' "' "' N ,.._ ,.._ "' 00 "' "' 0 4 -----:-::"7,.--:---,-,.. - ·~,~-.. ~· - ;306.89 FG .~CJ.7.40 TC 306.90 GL \ \\ 0 • C, I in STATION SITE AT EL. 308± 21' WIDE GATE 11 @ I / 307.50 TC~ / / 307.00 FL \ \ 308.00 \ \ \ 307.94 FG \ · , l.11 \ \ \ ' \ \ \ . \ .\\ POTABLE WATER PUMP STATION 308.00 GL 5 I 1 61308. 1 5 TC\ 307.65 FL .. I I 308 37 T~.:; ........ ---.-.. -. --r-\-------------------1------- ·•• 307.62 TC :,... :,... 308.0 / 307. 1 2 GL PERMANENT PUMP STATION EASEMENT MATCH GRADE AT EXIST. TOP OF SLOPE (GRADING LIMITS) \ ' \ ' \ \ ' \ • p(IST. CURB AND dUJTER \ \ \ ' \ \ \ \ \ \ \ . \ \ \ ' \ ' \ \ \ \ \ ' \ \ \ \ \ \ \ \ ' \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ' \ 25' PIPELINE EASEMENT ' \ \ \ \ \ \ ' \ \ ' • \ \ \ \ \ \ \ ' \ \ \ SITE COORDINATE DATA POINTE] NORTHING EASTING 1 92159.50 50631.39 2 92173.92 50648.01 3 92138.23 50678.98 4 92122.50 50660.85 5 92133.26 50651.51 6 92134.57 50653.02 7 92166.93 50632.39 B 92245.69 50656.08 9 9223B.56 50654. 16 10 92194.75 50664.46 11 92085.99 50656.58 12 92098.74 50680.51 13 92169.42 50703.35 14 92171.46 50704.01 15 92190.49 50710.17 16 92246.26 50728.19 17 92264.80 50734.18 18 92155.69 50629.41 19 92159.93 50617.79 20 92193.04 50672.46 21 92248.53 50659.42 22 92251.89 50647.51 23 92273.29 50738.50 24 92248.95 50669.95 25 92247.00 50670.41 26 92254.56 50702.53 27 92233.14 50707.57 28 92222.33 50661.57 29 92113.74 50684.04 WORK DESCRIPTIONS (DWG. C-2): G) INSTALL 4" OF ASPHALT PAVEMENT OVER 6" OF CLASS 2 CALTRANS AGGREGATE BASE COMPACTED TO A MINIMUM OF 95% OF THE CORRESPONDING MAXIMUM DRY DENSITY (ASTM D-1557). 0 CONSTRUCT TYPE "A-5" STORM DRAIN CLEAN OUT PER SDRS DWG. D-9. 0 CONSTRUCT TYPE 1 CATCH BASIN (V=3') PER SDRS DWG. D-9. PROVIDE CATCH BASIN INSERT FILTER KRISTAR FLO-GARD PLUS. 0 CONSTRUCT 3' WIDE CONRETE RIBBON GUTTER PER DETAIL 1 HERE ON. (D CONSTRUCT CURB AND GUTTER PER SDRS DWG. G-2. • \ REMOVABLE GUARD POST PER SDRS DWG. M-16. (1) QUANTITY ESTIMATES DESCRIPTION QUANTITY CUT 0 (2) FILL 12,000 (2) NOTES: UNITS C.Y. C.Y. ( 1) QUANTITIES ARE FOR INFORMATIONAL PURPOSES ONLY. CONTRACTORS SHALL COMPUTE QUANTITIES THEMSELVES AND SHALL BASE THEIR BIDS ON THEIR OWN COMPUTATIONS. QUANTITIES ARE APPROXIMATE AND UNADJUSTED FOR EXPANSION, SWELLING, SHRINKAGE, OR SUBSIDENCE. \ \ \ \ \ \ \ \ \ \ C-2 BUIL TH P.E. ___ EXP. ___ _ DATE REVIEw'ED BY: INSPECTOR DATE f-1-1/-09/-04-+--JP-M-+---AD-DE-No_u_M_, ________ -+---+---+--+-----1 I SHBEET I CITY QF CARLSBAD fsHEIB76 ENGINEERING DEPARTMENT l__l§_j ::==:'....================~=~ K:Qu:cm ~TEWART INCORPORATED 3802 \Jmterwlty "-· • ~. Cit. 92501 • 951-684-&900 APPROVED BY-,,1:~l_J[:_g REGISTERED E DATE 9/03/04 DA TE INITIAL ENGINEER Of' WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OTHER APPROVAL OTY APPROVAL IMPROVEMENT PLANS FOR: ENCINA BASIN WATER RECLAMATION PROGRAM, PHASE 11 BRESSI RECYCLED AND POTABLE WATER PUMP STATIONS SITE ~ PLAN 9-M-H DEPUTY CITY ENGINEER PE 2817'6 EXP. 03-31-06 DATE OWN BY: PROJECT NO. DRAWING NO. CHKD BY: PES RVWD BY: .PM 3889/3910 409-6 -II 1-.. <::, it i 0 SITE COORDINATE DATA POINT l••I NORTHING EASTING 100 920B9.32 50679.04 101 92109.69 50661.37 102 92159.93 50617.79 103 92251.B9 50647.51 104 92140.40 50685.04 105 92155.70 50689.99 106 92196.86 50655.76 107 92201.73 50652.08 106 92218.49 50600.23 109 92260.93 50606.64 110 92193.54 50628.65 11 1 92217.33 50636.34 112 92267.56 50714.17 113 92273.29 5073B.50 114 92203.50 50554.28 115 92218.44 50589.01 116 92269.11 50726.65 117 92299.59 5071948 118 92098.15 50671.38 119 92069.12 50586.68 120 92188.10 50684.69 MOTE: f'ITTINGS FOR WELDED STEEL PIPE SHALL BE FABRICATED FROM STD. WT. LONG RADIUS 90" ELBOWS / / / f .. · 1/.· / / / / / 25' PIPELINE EASEMENT / / I ~ 48 hours BEFORE excavation ~ 1-(800)422-4133 0 CALL Underground Service Alert / / / / / / / / HIGH POINT 296.34 INY. I I ~-Y I I I I I I / / 20RWS- SEE PROFILE 1 _....__ SEE DWG. DWG. C-4 M-l -, --- \__ PERMANENT 0:: :c PUMP STATION EASEMENT 10 0 ~- GRAPHIC SCALE ( IN FEET ) 1 inch = 10 ft. 293.73 INV. 4D SEE PROflLE 4 DWG. C-4 OQ/ ~ 4D 293.50 INV. 4D ~ I ;+- / ~ \ 293.47 INV. 4D G8~ 21' WIDE GATE in N 4D \_ FG. EL.=308± SEE DWG. C-2 \ 16RWD -20+50 ~Tl'!WAQT \ \ \ \ MATERIAL AND WORK DESCRIPTIONS DWG C-3 : ¢. PROPOSED 16" CML&:TC STD. WT. PIPE WITH FIELD/FULLY WELDED JOINTS (SEE PROFILE 4 DWG. C-4) 0:: :c (D MF202, C21 6, C218, C219, C220 0 MF202, C21 6 (D C218, C219, C220 0 C220 @ C218, C219 (D TURN OFF AND LOCK-OUT MAIN CIRCUIT BREAKER IN EXISTING PW PRV ELECTRICAL PEDESTAL. DISCONNECT AND REMOVE EXISTING CONDUCTORS FROM LOAD SIDE OF MAIN CIRCUIT BREAKER TO THE EXISTING PW PRV VAULT. CUT EXISTING 1 1/2" CONDUITS AND CONNECT C218 AND C219 TO EXISTING CONDUITS AND CONDUCTORS. SEE SHEET E-1 FOR CONDUIT SCHEDULE. 0 C220 © C216, C218, C219 0 MF202 @ AT GRADE, 2 WIRE TEST STATION WITH ANODES PER CMWD STD. DWG. W26. CONTRACTOR TO CONFIRM LOCATIONS WITH INSPECTOR PRIOR TO INSTALLATION. \ \ \ ' \ \ \ ' @ CONNECT MF1 TO EXISTING SDG&E HANDHOLE BY SDG&E APPROVED CONTRACTOR PER SDG&E REQUIREMENTS. REMOVE EXISTING CONCRETE MEDIAN AS REQUIRED FOR CONDUIT INSTALLATION AND REPLACE IN KIND INCLUDING CONCRETE CURB AND STAMPED CONCRETE PAVING. @ SAWCUT PAVING AND CONSTRUCT MF1. SEE CONSTRUCTION NOTES FOR STREET REPAIR. @ SAWCUT, REMOVE, AND REPLACE IN KIND SIDEWALK, CURB, AND GUTTER. @ CONSTRUCT UTILITY EQUIPMENT PAD PER SDG&E STD. DWG. 3421 AND HANDHOLE PER SDG&E STD. DWG. 3312. @ CONSTRUCT TRANSFORMER PAD PER SDG&E STD. DWG. 3426. @ 3 PHASE FUSE CABINET BY SDG&E. @ GUARD POST PER SDG&E. (TYP.) \ \ \ ' \ \, \ \ \ \ \ ' \ \ ' \ ' \ \ EXIST. SDG&E HANDHOLE 'AS BUIL TH P.E. __ _ EXP ____ _ REVIE'W'ED BY• INSPECTOR C-3 DATE DATE 11/09 04 JPM & ADDENDUM 1 ~ l------i--+-----------+---+-----l,__--1-~ I SH9EET I CITY OF CARLSBAD ~=:::::..=:==::::E:::::NG:::::1::::NE::E:::R:::IN:::G:::D:::E:::P:::::AR::T:::M:::EN:::T':==:::'....::::::::::::6=: INCORPORATED DA TE !Nill Al DAlE INITIAL DATE INITlAL DATE 9/03/04 ENGINEER or WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: ENCINA BASIN WATER RECLAMATION PROGRAM, PHASE II BRESSI RECYCLED AND POTABLE WATER PUMP STATIONS BITE PfflQ NC ELECTRICAL PLAN APPROVED: WILLfil. PLUMMER ~ ... / ?4 1 ~·-r, .,. - OWN BY: PROJECT NO. DRAWING NO. ~~ ~~~ ~ 3889/3910 409-6 ! -·--+ -II - GROUND SURFACE OF 20RWS PIPIN - EXIS ING 20RWS PVC WAT RMAIN -ff "' "' + ~ g S•+0.38 0 11.00 LF CM &TC WSP WITH Fll!LD/FULLY W LDED JOINT$ (SEE NOTE 1 HEREON I I I 5•+02870 10,00 LF ____:_....; -..,_______.. ~ -----1-5500 LF -----. . -..., C.G. _ PROPOSED 20RWS PIPING 308± ___ FG_.\ - g_ + 0 ... -g. 300 P~OPOStO 2t RWS PIPING SEE DWG M-1 S•+O.OOll: 290 HORIZ: 1 "= 20' VERT: 1 •-.4• --------------------- -------------------------------j--------- 8 <.!i 9+00 0 rJ 0:, +in 0:, ,.._ g~ 10+00 20RWS -STA.8+66± TO STA.10+00.00 1 SCALE: HORZ.: 1 "=20', VERT.: 1 "=4' C-.3 CML&TC WSP WITH FIE /FULLY WELDED JOINTS 308± (SEE NOTE 1 HEREO;L ___ -~ __ FG \ _ I ~ I g C.G. PRO OSE:D 16PWD PIPI ~G ROPOSED 16PWD PIPING EE DWG M-5 GML&TC WSP 1wll!H FIELD/ LI-Y WEILDED JOINTS 8± F , ' ! PROPO EO 'GROUND SURF CE: -- OVE~ <t. OF: 20PWS __ PIPIN - ·-300 · --· -+-----; £>0STtN GROUND --SURF AC - OVER {t OF 20PWS -PlPlN E:XISTIN 20PWS S•+O.OO"N -u--s-+Tt:;::~::..-:s3138_1.f_' r-"-.k.:\_ =:.::-~-Pr---, -g; (i;EE N()TE 1 HE EON) ,_'' /--------•---✓ ----I I I -- / I /' g C.G. PROPOSED 20PWS PIPING --PRt>~ost 2dPW$ PIPING ' SEE •owG M:-$ s-+o.oo,i; 300 290 · HORIZ: 1 "=20' VERT: 1•==-4' --------------------+----------------------------------- 30+00 ------~---------------------~--~-~----------------- CMLATC WSP WITH FIEL.ll/F'ULLY WELDE JOINTS PROPOSE 16RWD SEE DWG M-1 (SEE NOTE 1 HEREON) --------------, C.G. PROP SEO 16RWD Pl ING \ \ \ ~-~--... 0 a:: ~ -~ ---+ ,;; "' . ~~ g~ t;;< PROP --SED GROUND SURFACE __ -f'ROPO ED GROUND SURF CE ~ ,1 __ ~---.g6~R ct, OF 1 6PWD PIPIN I I 300 300 ~-~ __ t...---------+-~---=--+---_~- \ \ VER ct, OF' 1 6PWD PIPING !-----300 - EX1$TtNG GROUND SURFACE OVER (l OF 1 6PWO P1PtNG .... /-:!;: ____ , .... ,_ l} !i ,. i;.; ,i~ ;•;: <:: \'. c'i p l,:, h.. ,,; c:, )i, 0: -:) ;i ~ ,r «'" ,,;, :.1, \S C] ~ c,: ;,: i:!: :;.: "' I,! ~ ::, NG <t. 0 90 OUNO SURFACE 16PWD PIPliNG -+o.oo,i; 26± LF ----------- 16PWD -STA.38+99± TO STA.40+00.00 SCALE: HORZ.: 1 "=20', VERT.: 1 "=4' 3 C-.3 s-+o.oo,i; _/ --\ HORIZ: 1 "=20' VERT: 1 "=4' NOTE: 1. WELDED STEEL PIPE FITTINGS SHALL BE FABRICATED FROM STD. WT. LONG RADIUS 90' ELBOWS INCORPORATED 3802 Univenilty ""'-· • RMlr-.lde, CA. 92501 • 951-684-5900 ---_j_ ___ _ ------------ 11'. :c a: ~ ::c 8 "' <.!i .... <.!i g 0 "' 0 -+ + ~ ~ -g N g -~ g ! 20+00 21+00 16RWD -STA.20+00.00 TO STA.21 +50.00 SCALE: HORZ.: 1 "=20', VERT.: 1 "=4' \ \_ -!} 8 ~ 13 rJ + -I") N -g ffl 4 C-.3 8 g + -N g z ijg1 g :cU 11°'~~ ~--0 o 5J~ ~jl5,~ffi Q.ON P.E. 16RWD PIPING CBY OTH1ERS) 290 HORIZ: 1 "•20' VERT: 1 "=4' EXP. REVIE'w'ED BY, INSPECTOR C-4 DATE DATE ~ CITY OF CARLSBAD ~ 0 ENGINEERING DEPARTMENT 6 IMPROVEMENT PLANS FOR: ENCINA BASIN WATER RECLAMATION PROGRAM, PHASE II BRESSI RECYCLED AND POTABLE WATER PUMP STATIONS PPEUNE PROFILES APPROVED: ~LLIAM ~U)1MER t----+----+---------------+----+----+--t-----1 #4• "' C: ~. ...., 9--/(1--IJ4 t------+----+--------------+---+----+--t------. DEPUTY CITY ENGINEER PE 28176 EXP. 03-31-06 DATE PROJECT NO. DRAWING NO. 3889/3910 409-6 -II - .;,; --., ~ h. <::, it 2 ~ N -- i;_; ~ h. <::, it .,. 0 g "' 0 !<i "' ~ h. <::, it ~ "' :ii <:i :} i:i i . 13 &' 3' ~ $,; "' ~ ~ ::; ,. .,, r" I (:] 0 ' f'.;. ' i;: i> :'/' .. <:j "' "' ~ "' "' co "' u .,, I 0 <O "' .. ~ !., <:i ~ !·· I ✓ I ,G ~ 10' MIN. BOUNDARY PUMP STATION\ EASEMENT PROPOSED FINISH GRADE I I I I EXISTING 291 I [GRADE f ...... :-:-:c:,•;,;s.:0 :,:7'•»:-:ce:::ce:::0:>0:::-•.-:•:-: :-:-:-:<,·>7'->Y<•Y-:• :-:-:-:-:-:-:-:-:-:-:-:-:-:·:•:-:: ;.;.·-:-: »7 /. 3 /»/1/./ SDG&:E SERVICE TRANSFORMER ~-ELECTRICAL SERVICE METER AND MAIN C.B. GUARD POST (TYP.) PROPOSED RECYCLED WATER PUMP STATION PUMP STATION 1 EASEMENT BOUNDARY ASPHALT PAVEMENT I 308.0± FG. ·'\ /I' /)S%< )', EQUIPMENT BUILDING / ,:; 5'± 297.0 L .. "",."" . .,.,,. ... il--___,trr-,_-~/rt~--rTT"fF-~2~9!..:7,,!1~3_!FF~_l-~~~LJ_j'-~;~ .. ~~~-~~t1 291 EG . ., .... '" ... -.. -. .,-.-.,= ,.,.,...,_-,.-::-:;•~:;-,-.:;~.--, -.. ~,:;-•:;-:;-,•,~::,~::~, --; ; ; ; . m~ 11 , .. ·••·••, n . . ·~ jl ·••••·•••• ,, .,,. , ,, ,,,, • ,, . 'u 7 EXISTING GRADE 292 EG SITE SECTION PROPOSED 20" CML&TC STD. Wf. CONNECTION PIPING (FIELD/FULLY WELDED JOINTS) I PROPOSED BUTTSTRAP PROPOSED 20" RWS PIPING N.T.S. ffi Q. PROPOSED 20" CML&TC STD. Wf. CONNECTION PIPING (FIELD/FULLY WELDED JOINTS) PROPOSED BUTTSTRAP PROPOSED 20" PWS PIPING PROPOSED 16" PWD PIPING PROPOSED 16" CML&TC STD. Wf. CONNECTION PIPING Q. ::r:: STA.8+66± CONNECTION DETAIL 1 STA.28+92± CONNECTION DETAIL 2 STA.38+99± CONNECTION DETAIL 3 N.T.S. N.T.S. N.T.S. PROPOSED 30" CML&TC STD. Wf. CONNECTION PIPING (FIELD/FULLY WELDED JOINTS) STA.38+99± CUT AND REMOVE SECTION OF EXIST. 30" WATERLINE AND INSTALL 10± LF OF 30" CML&:TC WSP WITH 16" FLANGED SIDE OUTLET AND CLASS 250 FLANGED GATE VALVE PER ITEM 48 DWG M-2 MATERIAL AND WORK DESCRIPTIONS FOR DRAWING C-5 1. SCARIFY 12" DEEP AND COMPACT TO MIN. 95% RELATIVE COMPACTION. 2. OVER-EXCAVATE TO 3' BELOW EXISTING GRADE AND RECOMPACT TO MIN. 95% RELATIVE COMPACTION FOLLOWING SUBGRADE SCARIFICATION AND COMPACTION (SEE NOTE 1 ) . 3. SCARIFY 12" DEEP AND COMPACT TO MIN. 90% RELATIVE COMPACTION. 4. OVER-EXCAVATE 3' DEEP AND RECOMPACT TO MIN. 90% RELATIVE COMPACTION FOLLOWING SUBGRADE SCARIFICATION AND COMPACTION (SEE NOTE 2). 5. SELECT FILL MATERIAL COMPACTED TO MIN. 95% RELATIVE COMPACTION (5' BEYOND EQUIPMENT BUILDING FOUNDATION (TYPICAL FOR RWPS AND PWPS). 6. SELECT FILL MATERIAL COMPACTED TO MIN. 90% RELATIVE COMPACTION. 7. CLASS 2 AGGREGATE BASE COMPACTED TO MIN. 95% RELATIVE COMPACTION. B. BENCH CUT EXISTING SLOPE AND BACKFILL. NOTES: 1. PRIOR TO FABRICATION OF PIPE, CONTRACTOR SHALL EXCAVATE AND EXPOSE EXISTING WATERLINES AT THE CONNECTION POINTS TO DETERMINE EXACT LOCATION (HORIZONTAL AND VERTICAL) AND OUTSIDE DIAMETER OF SAME. 2. AFTER ON-SITE PIPING HAS BEEN DISINFECTED, TESTED, AND ACCEPTED BY CITY, CITY WILL CLOSE EXISTING WATERLINE VALVES TO ISOLATE THE CONNECTION LOCATIONS. AFTER CITY CLOSES EXISTING VALVES, CONTRACTOR SHALL REMOVE TEMPORARY DISHED HEADS AND INSTALL CONNECTION PIPING. CONTRACTOR SHALL FURNISH AND INSTALL CONNECTION PIPING, BUTTSTRAPS, FLANGES AND FITTINGS AS REQUIRED BASED ON CONTRACTOR'S FIELD MEASUREMENTS IN ACCORDANCE WITH CONNECTION DETAILS HEREON. CONNECTION PIPING SHALL INCLUDE 2' CUT-TO-FIT. 3. CONNECTION PIPING, SHALL BE KEPT CLEAN DURING INSTALLATION AND SHALL BE SWABBED CLEAN WITH CHLORINE BEFORE INSTALLATION. 4. PRIOR TO BACKFILL OF CONNECTION PIPING, CONTRACTOR SHALL OBSERVE CONNECTIONS FOR A MINIMUM OF 4 HOURS AND REPAIR ANY VISIBLE LEAKS. PROPOSED 30,. CML&TC 5. CONTRACTOR SHALL NOTIFY CITY SEVEN (7) WORKING DAYS PRIOR TO INSTALLING SAID CONNECTION. STD. Wf. CONNECTION PIPING (SHIP FLANGES LOOSE) (FIELD/FULLY WELDED JOINTS) INSTALL BUTTSTRAP PER STD. DWG. W137 INSTAU. INSULATED FLANGE ASSEMBLY PER STD. DWG. W-31. SHIP FLANGE LOOSE .I <O PROPOSED WELDED STEEL PIPE 4 • FLANGED OUTLET WITI-i 4 • FLANGED RESILIENT SEATED GATE VALVE AND 4" BLIND FLANGE DISHED HEAD DETAIL N.T.S. HAS BUIL TH P.E. ___ EXP. ___ _ REV!El,/ED BY, INSPECTOR C-5 DATE DATE 1-----+---+--------------+--1--------11----+-----1 LIT] cr1:l1N~fiNG ~b~~N~AD ~ 48 hoursB[FQR[excavation ~ 1-(800)422-4133 CAll Underground Service Alert ~Tr:WAQT 3602 Unlver-.lty Ave. • Rh,erside, CA. 92501 • 951-664-6900 APPROVED BY REGISTERED E . INCORPORATED DATE 9/03/04 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DATE INITIAL OTHER APPROVAL CIT'f APPROVAL IMPROVEMENT PLANS FOR: ENCINA BASIN WATER RECLAMATION PROGRAM, PHASE II BRESSI RECYCLED AND POTABLE WATER PUMP STATIONS SITE 8ECT10NS AND PIPE CONNECTION DETALS DWN BY: PROJECT NO. DRAWING NO. CHKD BY: RAN RVWD BY: JPM 3889/3910 409-6 ., 0 0 O'> 0 ,,., I 0 U) IX) l ' 0 I N N i-- 1 WALL MOUNTED.. ,-ALUMINUM '\I/ I HANDRAIL ,/ HANDRAIL /1' 1 • // (TYP.) ~ --7 0 -1...J :;: ' . ~-,,-,-- 3'-0" MAIN MCC MCC LUGS VFD 1 PUMPING UNIT PERFORMANCE CONDITION 2 (1) 3 DISCHARGE CAPACrTY [GPU] 600 1080 1250 TOTAL DYNAMIC HEAD [FT] 246±10 182 140±5 MINIMUM HYDRAULIC EFFlCIENCY [%] 67 78 75 MINIMUM SHUT-OFF HEAD 280 FT. SELECTED MOTOR SIZE 75 HP. NOTE: ( 1) DESIGN CONDITION WITH TWO PUMPS OPERATING RECYCLED WATER PUMP STATION (RWPS) VFD 2 VFD 3 MCP --, TELEMETRY 1 (OFOI) i I --, ·- ! I l__~-------------------------------------------------I 1 NOTES: 1. PIPING AND INSTALLATION OF PUMPING UNITS 1, 2, AND 3 IS TYPICAL. 2. ALL PUMP STATION DISCHARGE VALVES AND FITTINGS (RWD) SHALL BE SUITABLE FOR A WORKING PRESSURE OF 250 P.S.I. AND SHALL BE EQUIPPED WITH 250/300 LB. FLANGES. ~ 34•-o· MECHANICAL FLOOR PLAN I I I @ a - -/ ~ "' I I I I I 1 .L ! I @--'- 0 I -, ~-----7 <D I I I r . I• 18) • I 0 I I 0 I - I I Q I "' 6' -4" SCALE: 3/8" -1 '-0" ';j. \V<': ,iMESSto,I! E,,, :::}'\ :.,.~~ 1 t 1-(800)422-4133 g f No. 62220 ~ § KRIEGER '°STEWART 'a I N N l ,rc\ ' M-3.J - !----<f C.O.T.G, PER CMWD STD. DWG. No.S6 MATERIAL AND WORK DESCRIPTIONS (DWGS. M-1, M-2, & M-3): 1. 6" RESILIENT WEDGE GATE VALVE (FLG. x FLG.) WITH HAND WHEEL OPERATOR. 2. VICTAULIC COUPLING, STYLE 77. 3. 6" PRESSURE RELIEF VALVE (SUITABLE FOR 300 LB. WORKING PRESSURE), SET AT 180 P.S.I. 4. RESILIENT WEDGE GATE VALVE (FLG. x FLG.) WITH HAND WHEEL OPERATOR. VALVE SHALL BE SUITABLE FOR A WORKING PRESSURE OF 250 P.S.I. AND SHALL BE EQUIPPED WITH 250 LB. FLANGES, SIZE AS SHOWN. 5. 16"x16"x6" TEE (PLAIN x PLAIN x FLG.). 6. 16"x12" ECCENTRIC REDUCER, TOP LEVEL. 7. FLOOR DRAIN WITH CAST IRON GRATE AND BRONZE STRAINER (ZURN Z415 OR EQUAL). 8. 75 HP VERTICAL TURBINE PUMPING UNIT. 9. TWO (2) 1" HALF COUPLINGS WITH 1" CORPORATION STOPS PER CMWD STANDARD DRAWINGS W9 AND W10. SET ONE AT TOP OF PIPE AND SET ONE AT 45• OFF TOP OF PIPE. 10. 1 O" FLG. SILENT CHECK VALVE. 11. STD. WT, CML, WSP PIPE SPOOL, FLANGED x GROOVED END, SIZE AS SHOWN. 12. 16"x1 6"x 1 o" TEE (PLAIN x PLAIN x FLG.). 13. 16" STD. WT. CML, WSP DISCHARGE HEADER. 14. 12" FLG. MAGNETIC FLOW METER. 15. 12" STD. WT. CML, WSP PIPE SPOOL (FLG. x FLG.), 16. 16"x1 O" CONCENTRIC REDUCER (FLG. x PLAIN) 17. 1 o" SHORT RADIUS go· ELBOW (PLAIN x FLG.). 18. RESILIENT WEDGE GATE VALVE (FLG. x FLG.) WITH VALVE CAN ASSEMBLY PER CMWD STANDARD DRAWING W16. SIZE AS SHOWN. 19. 2D"x20"• 12" TEE (PLAIN x PLAIN x FLG.). 20. 2D"x20"x16" TEE (PLAIN x PLAIN x FLG.). 21. 20" STD. WT. CML & TC, WSP SUCTION HEADER. 22. 2D"x16" CONCENTRIC REDUCER (PLAIN x PLAIN). 23. 1 6" LONG RADIUS 90• ELBOW (PLAIN x FLG.). 24. 16" STD. WT. CML&TC, WSP PUMP SUCTION. 25. AIR COMPRESSOR AND 60 GALLON RECEIVER. 26. 2800 GALLON HORIZONTAL SURGE TANK. 27. 8" STD. WT. CML, WSP PIPE SPOOL (PLAIN x FLG.). 28. 20" LONG RADIUS SMOOTH BEND 90· ELBOW, TRIMMED TO 59•± (PLAIN x PLAIN). 29. 16" STD. WT. CML&TC, WSP DISCHARGE. 30. 16" LONG RADIUS SMOOTH BEND go· ELBOW, TRIMMED TO 31•± (PLAIN x PLAIN). 31. 12"x12"x12" TEE (FLG. x FLG. x PLAIN) 32. 8" DIA. 45· ELBOW. 33. FABRICATED STEEL DISCHARGE HEAD PER SPECIFICATIONS. 34. 1/2" VOLUTE DRAIN FROM PUMP HEAD TO DRAIN, 1/2" TYPE K COPPER TUBING. 35. PROVIDE A 2" GAP BETWEEN END OF COPPER TUBING AND DRAIN PIPE. 36. 16" BUTT STRAP. 37. 12"W x 24"H GALVANIZED SHEET METAL SUPPLY AIR DUCT PER SPECIFICATION 15890. 38. 12"x6" LONG RADIUS REDUCING ELBOW (FLG. x FLG.) . SEE DRAWING M-2 FOR CONTINUATION M-1 "AS BUil T" P.E. __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE fSHEE1l CITY OF CARLSBAD ts'R'ITfsJ l---t-----+----------------t----f---+---+----1 l___11_j ENGINEERING DEPARTMENT U§_j ~I=M:::P:::RO=VE:::'.,'.M:::E:::N:::T===P=LAN==s==F=o=R=, ======='-'===~ ENCINA BASIN WATER RECLAMATION PROGRAM, PHASE 11 BRESSI RECYCLED AND POTABLE WATER PUMP STATIONS RWPS EOUF't.ENT 8Ul.DINO MECHANICAL PLAN INCORPORATED APPROVED: ~LLIAM LPLUMMER _ ®48 hours BEFORE excavation ,S> •,,_:;;,...,,1-=-su'4-, "1,: :,g Ii! « ,~. 9· JIHl5 "' . . 1 CALL Underground Service Alert * ""' * '002 ""'~~•, •~-• ...... , .... CA. 02;:,1 ; ••1-... -••00 c, :1 J>, CIY\\ .. ,~ u-1. f.. t'-17,v.'::-f-,.--:_:::----1--~;c-c;;c--+.:;c.=-;--f----------------+-:-,-::::--l-.,,.,:=----+--c--:=-+--,---I OWN BY: SFM PROJECT NO. DRAWING NO. 41'8' . /,. ..Z..,,,A, ;;, 11• · 4=tP-t>f/- DEPUTY CITY ENGINEER PE 28176 EXP. 03-31-06 DATE <: i,: ... ,, or u\\\~... APPROVED BY .IV>'V1 . DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: PE$ / ~ ,,1111111 _____________________________________________________________________ _;;;:;:;:;;;:;:;:;:R;E:Gl:ST;E;RE;D;;EN;vG;IN;E;ER::N:o.==6=22:2:0:::DA:J:E:9;/:03;/0=4=:E;NG;IN;E;ER;:OF;:WO;R;K;;;;;:;:;:R;E;V;IS;l;O;N;:D;E;S;C;R;IP;T;IO;:N;:;:;:;::O;TH;E;R;A;PP;R;O;VA;L;::;C;ITY;:AP;P;R;OV;A;L:::R:VWD:::B:Y:: ::J:P:M:;;;;::3:8::8:9:::3:9:1:Q:::;;;:4:Q:9:::6::=..I II :lE IL "' N .. N .... C, ~ .. ~ 1§ .... C, ~ 3' V) O'. .. ~ ~ C( ,. :lE t- ,_ "' ~ ~ ::, ,.., I 0 <O IX) .. ~ ~ Lu O'. CD N E "' I 0 <O IX) .. ~ ~ "' ' . .. !i ,; ' ;) I ' ' 'ii ,~ I/ ' '• ,, ,. ,; ' i; ' ' ,! + 308.00 FG 4' -o" 1 I X SINGLE LEAF~, ROOF HATCH \ \ SLOPE 1% MIN. (TYP.) 1 1/2D 10'-6" I o X I ®N ' 0 I N N i ' \ ®----~ @ 4' -0" i:-\-'-_-::/f" ,___,_ 3" MIN. CLR. 2 ~ .-J._ \,'++--+--3_0_2_.1_7_C_G 4'-6" l r xxl OUT-OF-SECTION M-9 \\@ 116"* _,/ M-9 Ft~w-.,.-/' I ELECTRICAL "c:J I • \ ,___ PANELS 11 \'r-'----,-' -Hr ~--PS3 (OUT-OF-SECTION) i ~-[0 '-~ ~ 18" I ~ 1-1-0~RW~D ~' : : tx TT~~ --+ti--t--2_9_9_.5_0_C_G l 297. 13 FF •~ ~ -•-PS2 16RWD J r-- I'-..;:: ' ~ :If--....t:::=-=· =-::::'.:::i:1~/-----~~-,g~~3,'(~·®_35__,,,,_ __ <TY_P_.)____,;;__ __ .....1,!,..._--1 .. f-'---l I I I ' _ •[I ;:0odo .@ ro / li'\f-.~ ~ ~ 'I """===~-----------+!_1---'I 6" I \ 0".:y; ~y>:;;J> / MIN. / 1 1 /2" EXP. JOINT @ '···· 4PD MATERIAL .... · SUCTION CAN WITH -- REINFORCED CONCRETE ENCASEMENT ~ 48 hours BEFORE excavation lh' 1-{800)422-4133 CALL Underground Service Alert SECTION SCALE: 3/8"=1'-0" I ' I ' I ' I 3' -6" 0 N 0 N OUT-OF -SECTION ' 0 I "' \_ TOP OF SLOPE 17'± FILL- MATERIAL --, ' 0 --, ' 0 I N I ... ~'-------------,..-----------------' 33'-0" r ROOF PLAN SCALE: 3/8"=1 '-0" MATERIAL AND WORK DESCRIPTIONS (DWGS. t.1-1, t.1-2, & t.1-3}: (CONT.) 39. 24"W x 1 Q"H ALUMINUM SUPPLY REGISTER, ADJUSTABLE DOUBLE DEFLECTION TYPE WITH 3/ 4" BLADE SPACING AND SHORT FRONT BLADES, PER SPECIFICATION 15890. 40. 14"W x 18"H ALUMINUM SUPPLY REGISTER, ADJUSTABLE DOUBLE DEFLECTION TYPE WITH 3/ 4" BLADE SPACING AND SHORT FRONT BLADES, PER SPECIFICATION 15890. 41. RECTANGULAR MANUAL BALANCING DAMPER PER SPECIFICATION 15890. 42. SUPPLY AIR DUCT RECTANGULAR TRANSITION SECTION, 23 1 /2"W x 23 1 /2"H TO 24'W x 12"H. 43. 23 1/2"W x 23 1/2"H GALVANIZED SHEET METAL SUPPLY AIR DUCT. 44. 12"x8" CONCENTRIC REDUCER, (FLG. x PLAIN) 45. FIRE EXTINGUISHER MOUNTED TO WALL. CONFIRM LOCATIONS WITH OWNER PRIOR TO INSTALLATION. FIRE EXTINGUISHER SHALL BE PROVIDED IN ACCORDANCE WITH SPECIFICATION SECTION 1 0520. 46. SUPPLY AIR DUCT RECTANGULAR 90' ELBOW, 24"W x 12"H WITH 24 "H x 12''W SIDE OUTLET. 47. 4"W x 3/8" THK. PIPE COLLAR CENTERED IN CONC. WALL. COLLAR SHALL BE CONTINUOUSLY WELDED TO PIPE SPOOL (BOTH SIDES OF COLLAR). 48. RESILIENT WEDGE GATE VALVE (FLG. x FLG.) WITH VALVE CAN ASSEMBLY PER CMWD STANDARD DWG. W16. VALVE SHALL BE SUITABLE FOR A WORKING PRESSURE OF 250 PSI AND SHALL BE EQUIPPED WITH 250 LB. FLANGES, SIZE AS SHOWN. I • TOP OF ROOF __j EL. 308.69 r 14' -3" 49. RUNNING TRAP WITH ADJUSTABLE CLEAN OUT TO GRADE, ZURN, JOSHAM, OR EQUAL. 50. SUPPLY AIR DUCT RECTANGULAR TEE, 12"W x 24"H RUN, 12''W x 24"H BRANCH. 51. 14''W x 26"H BLOCKOUT FOR 12"W x 24"H SUPPLY AIR DUCT. FILL SPACE BETWEEN DUCT AND CONCRETE OPENING WITH NON-EXPANDING FOAM. COVER EA. END WITH SHEET METAL COLLAR. 52. DRAINAGE COMPOSITE MIRAFI G1 OON, CONTINUOUS ALONG ALL SIDES OF BUILDING STRUCTURE. DRAINAGE COMPOSITE SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS PRINTED INSTRUCTIONS. 53. 4" PERFORATED ABS PIPE ALONG ALL SIDES OF BUILDING STRUCTURE. SLOPE 1 % MINIMUM. SEE SHEET C-3 FOR PIPE INVERT ELEVATIONS. 54. NON-WOVEN POLYPROPYLENE GEOTEXTILE, MIRAFI 160N, OR EQUAL. GEOTEXTILE SHALL OVERLAP A MINIMUM OF 12" AT ALL JOINTS AND AT INTERFACE WITH DRAINAGE COMPOSITE. 55. 3/4" DRAIN ROCK PER SHEET G-2. GRADING AND SITE WORK NOTES. "AS BUil T" P.E. ___ _ EXP. ___ _ REVIEWED BY: INSPECTOR M-2 DATE DATE fsHEETl CITY OF CARLSBAD ~ r---+---+----------------+---1----+--+-----t LJ..l_J ENGINEERING DEPARTMENT ~ ~IM;:::;PR:::O::::VE~M:::E::::N:::T :::P:::LAN==s==F==o==a:=-=========~ ENCINA BASIN WATER RECLAMATION PROGRAM. PHASE II BRESSI RECYCLED AND POTABLE WATER PUMP STATIONS KRIEGER !HCORPORATED 3802 University Ave, • R1versld•. CA ~25f1 • 951-684-6900 APPROVED BY n-.i. I! ~!!'.:::=------ REGISTERED & GINEER No. 62220 DATE 9/03/rJ,1 DATE INITIAL ENGINEER OF WORK DATE INITIAL REVISION DESCRIPTION OlliER APPROVAL DATE INITIAL CITY APPROVAL RWPS EOUIPMENT BUILDING MECHANICAL ROOF PLAN AND SECTION APPROVED: WILLIAM APLlJMMER ~-·,/,~, •1 DEPUTY CITY ENGINEER PE 28176 EXP. 03-31-06 DWN BY: SFM PROJECT NO. CHKD BY: PES RVWD BY: JPM 3889/3910 9-112-tJlf DATE DRAWING NO. 409-6 ~ II 3: ~ ,,, I 0 "' ., ' ~ "' ~ w O'. "' El ,,, I ~ .. •, . 302.17 CG -.' 1, (TYP.)1 " ~ 1 M-1 Q_, - ~ 48 hours BEFORE excavation l/'Y 1-(800)422-4133 CALL Underground Service Alert 308.00 FG 11~--STAIR ACCESS I HATCH 3'-6" 297.13 1,/ FF 16RWS 292.00 CG (TYP.) 4'-o" I I ' I ' I I I DOUBLE LEAF ROOF HATCH \ \ / OUT-OF-SECTION ELECTRICAL PANELS 1,-__ __,____ i I ,.-SUPPLY 297.13 FF 1 /2" EXPANSION ~ JOINT MATERIAL ·,, SECTION SCALE: 3/8"= 1 '-0" ,,,,,.-VENTILATOR ' <O j -! I . I PS2 --~ (TYP.) r SUPPLY / VENTILATOR ! I 308.45 TC 1-------1---3" MI N . C LR . ~E18 .. ~ 299.50 CG . R ~'-J -1--------+----- 1 6RWD _]I-I' ; l'-T-_ ---- ~~ti, --:-. 0 N ' ' J ( ~ 12PR .-SUPPLY VENTILATOR rn-29-2-.0-0_C_G 7'-10" 7'-0" i---------.:__--'--"'----~+------7' -0" 6' -4" -------+-----"---'----- SECTION SCALE: 3/8"= 1 '-0" (f;f[p KRn:cr:R INCORPORATED 3802 University Ave. • Riverside. CA. 92501_ • 951-684-6900 • A • APPROVED BY I -•-,·r . "' {I;. 11. , REGISTERED Ef4GINEER No. 62220 DATE 9/03/0~ 17'± FILL- MATERIAL 292.00 CG 297.13 FF 303.17 CG 299.67 CG \ M-3 "AS BUil T" P.E, __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE 1----+-+----------1----4---L-----L-___J fSHml4 CITY OF CARLSBAD ~6 lJ..!_J ENGINEERING DEPARTMENT Ll§_j ~:::::::::::,,=:::==============-==~ IMPROVEMENT PLANS FOR: DATE INITIAL DA TE INITIAL DA TE INITIAL ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL OTY APPROVAL ENCINA BASIN WATER RECLAMATION PROGRAM, PHASE 11 BRESSI RECYCLED AND POTABLE WATER PUMP STATIONS RWPS EQUIPMENT BUILDIIIO MECHANICAL SECT10N8 APPROVED: WILLIAM E. PLUMMER ,#(·?1-e:, #~ ►+z 9-L-2-a+ DEPUTY CITY ENGINEER PE 28176 EXP. 03-31-06 DATE DWN BY: SFM PROJECT NO. DRAWING NO. CHKD BY: PES RVWD BY: J'M 3889/3910 409-6 II 0 - '-le) it ... 0 ..; 0 "' 0 "' "-V> ·-~ "" ~ w "' m I ... E ..., I 0 '° "' ' ~ ~ c:, k 299.50 16RWD ~--.,. __ CG LEVEL PROBES (J)4s• I · . +· • d • 308.45 TC 308.0± FG 3" MIN. CLR. PS3 ---- 12" r-~ rv -~ -- I/\ l---" 6 4 2 -· . ,. ,. , , d " . . d - n ,_JI_ II u • ,. SURGE TANK 18" ... --i " i--C113 / (OUT-OF-SECTION) 2,800 GALLON SURGE ~RRESTOR (250 PS,I RATED) @ill ------------. -h\ t -------·-·---~ --~ ''-s~ l\ 0 0--<>/'<0I -~t 299.67 CG II II II II II 0 ii / : II c;>f--__J II y . " - ..... ~ II !! f---'-~@ 297.13 FF m J-j II 0 W" '" .lL ' 297.68 . l TC -•- , . ' NOTE: 1. ALL ACCESSORIES, VALVES, AND FITTINGS SHALL BE RATED FOR 250 PSI WORKING PRESSURE. UNO, FLANGES SHALL BE CLASS 250/300. RWPS SURGE ARRESTOR SECTION /A' SCALE: 3/8"=1'-D" APPROX. LEVEL AT PRESSURE CONTROL SET POINTS ( 1) ADJUST PUMP AND NUMBER OF PUMPS TO MAINTAIN PRESSURE AT 1 60 PSI. (2) TIME DELAYS FOR MINIMUM RUN. (3) PRESSURE RELIEF SETTING PROVIDE MIN. FLOW SET POINTS VIA. MCP FOR ONE AND TWO PUMPS OPERATING - LEVEL PROBES OWNER TO ADJUST UPON START-UP OF SANTA FE RESERVOIR ®6" ' O" INVERT/ ' 308.69 TC 13 11 ® INITIIAL CONDITION WITHOUT SANT A FE RECYCLED WATER RESERVOIR LEVEL PROBE DESCRIPTION: SURGE TANK ULTIMATE CONDITION WITH SANT A FE RECYCLED WATER RESERVOIR (NOT IN CONTRACT) ~ 48 hours BEFORE excavation · lh' 1-(800)422-4133 ~ CML u,...,.,d S.-.o "" (INITIAL) 0 GROUND PROBE ® 0 SPARE PROBE ® G) LWL ALARM PROBE @ 0 LWL TANK EXCESS AIR PROBE @ ® STOP AIR PROBE @ ® ADD AIR PROBE 0 HWL ALARM PROBE @ 03) RWPS SURGE TANK N.T.S. (ULTIMATE) GROUND PROBE LWL ALARM PROBE OPEN AIR RELEASE VALVE NORMAL ZONE, CLOSE ADD AIR VALVE NORMAL ZONE, CLOSE RELEASE VALVE EXCESS WATER LEVEL, OPEN ADD AIR VALVE HWL ALARM PROBE SCHEMATIC . PS3 (TYP.) -\ .-, {fl -H ' 00 I .,. 297.13 FF I SECTION ' . 5' -8" '---------- . J • • . -. ' I SCALE: 3/8"=1 '-0" ,· COMP.~--·--.. ~ CONTROL'-· I '--" PANEL I w C110 w I •-~ •. l,®_@,@ :~~ ---c~~f I J-, -H ' 00 I ;;. AIR FLOW / 3/ 4 CA i OUT OF_/ 1' SECTION Ai SUPPORT WITH UNISTRUT _! I I EXTEND PIPING TO 2" DRAIN, PROVIDE 2" AIR GAP BETWEEN \I COMPRESSOR DRAIN AND 2" J-,1 I ... -AIR COMPRESSOR AND 60 GALLON RECEIVER ' __ -, __ DRAIN ,· \1 ~ .-r 3 .. '--.. -L_.,.; FINISHED --\ $. \ -::::::--, /-CONCRETE EQUIPMENT ' PAD (3" HIGH) FLOOR \ J I r~;:i'+-=-,=~ \ ~ I~ ~-------', ' I O \ -ier---C109 I N \ PF104 --6 1-AUTO DRAIN VALVE 1 (FURNISHED WITH RECEIVER) AIR COMPRESSOR SCHEMATIC DETAIL N.T.S. MATERIAL AND WORK DESCRIPTIONS FOR DRAWING M-4: 1. 2,800 GALLON SURGE TANK 15' -0" LENGTH* X 6' -0" DIAMETER, WORKING PRESSURE 250 PSI (MIN.). 2. STEEL LIFTING TABS. 3. 14"x18" MANWAY. 4. 4" GATE VALVE AND DRAIN PIPING, WITH BLIND FLANGE. 5. PRESSURE GAUGE, 300 PSI WITH SURGE DAMPENER. 6. 1/4" NEEDLE VALVE, 316 ST. STL. 7. 1/2" DIAMETER HALF-COUPLING WELDED TO SURGE ARRESTOR TANK SHELL. 8. 1" DIAMETER HALF-COUPLING WELDED TO SURGE ARRESTOR TANK SHELL. 9. SEE NOTE 1, SURGE ARRESTOR SECTION A HEREON. 10. SIGHT GLASS ASSEMBLY, 60"± LONG. 11. 1" BALL CHECK VALVE (2 TOTAL). 12. 3" FLANGED CONNECTION TO SURGE ARRESTOR WITH LEVEL PROBE FLANGE AND INTEGRAL TERMINAL BOX. PROVIDE CLASS 150 FLANGE TO MATCH LEVEL PROBE ASSEMBLY. 13. 1" EXTRA HEAVY HALF COUPLING WELDED TO TANK SHELL. 14. SAFETY RELIEF VALVE (BRONZE). FACTORY SET AT 250 PSI. 15. 24" DIA. MANWAY. 16. STAINLESS STEEL BALL VALVE (TYP.) . 17. 1" AIR RELEASE SILENCER. 18. 3/4" AIR FILTER WITH DRIP TRAP. 19. 3/4" PRESSURE REGULATOR WITH PRESSURE GAUGE. 20. 1" SOLENOID VALVE. 21. 3" FLANGED CONNECTION WITH BLIND FLANGE, CLASS 150 ANSI B16.5. 308.69 TC I ct, ' I \ I ' ' , .... 6" 1: --· ' ' , ' , ~ I ' , i , ! ' 297.13 FF j SECTION SCALE: 3/8"= 1 '-0" M-4 II AS BUil T" P.E. ___ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE ~ CITY OF CARLSBAD [sRIT'fsl l---+---+----------------+---f----+----+-----1 ::::~==5='....':::::=:::::::E:::N:::G::IN:::E:::ER:::l=N:::G:::D':::'E':::P=A:::R:::TM:::E:::N:::T==='-'~==6==! K1;ur:cr:Q INCORPORATtD 3602 University Ave. • Riverside, CA. 92501 • 951-664-6900 -. DATE INITIAL DA TE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: ENCINA BASIN WATER RECLAMATION PROGRAM. PHASE II BRESSI RECYCLED AND POTABLE WATER PUMP STATIONS RWPS SURGE ARRESTOR SECTIONS AND DETALS APPR'?VEO: WILL~AM-E.-..eLUMMER .,,, ✓-•/ _,, ·? ..//..-9.-10-of DEPUTY CITY ENGINEER PE 28176 EXP 03 31 06 DATE OWN BY: SFM PROJECT NO. DRAWING NO. CHKD BY: PES RVWD BY: JPM 3889/3910 409-6 -II ~ 0 .. ., ..., ~ ., '• "' E C.0.T.G. PER CMWD STD. DWG. No.SB 3'-0" • <Oz I :::, ...., 5'-8" 2'-8 .. ~--MIN. ' 14' -3" 12· ' I I I ' I I ' ' ' 0 I ...., 1CA ' <D I CT> D NOTES: 1. PIPING AND INSTALLATION OF PUMPING UNITS 4, 5, AND 6 IS TYPICAL. 2. ALL PUMP STATION DISCHARGE VALVES AND FITTINGS (PWD) SHALL BE SUITABLE FOR A WORKING PRESSURE OF 250 P.S.I. AND SHALL BE EQUIPPED WITH 250/300 LB. FLANGES. PUMPING UNIT PERrORMANCE CONDITION DISCHARGE TOTAL MINIMUM CAPACITY DYNAMIC HYDRAULIC [GPM] HEAD EFFICIENCY [FT] [%] 1 900 305±5 72 2 (1) 125-0 250 77 3 1600 180:1:10 70 MINIMUM SHUT-OFF HEAD 320 FT. SELECTED MOTOR SIZE 125 HP. NOTE: ' 0 I N r- ----- ' 33' -0" r- SOFT MCC START 7'-0" 7' -0" MECHANICAL FLOOR PLAN SCALE: 3/8"=1'-D" (1) DESIGN CONDITION WITH TWO PUMPS OPERATING K ~~~u~cs~s~, R~ MCC MTS MAIN @-~ f---------l-1 SIDE MOUNTED \ \ ' PS3 (TYP.) l ' 0 I "' N I MATERIAL AND WORK DESCRIPTIONS (DWGS. M-5, M-6, & M-7): 1. 6" RESILIENT WEDGE GATE VALVE (FLG. x FLG.) WITH HAND WHEEL OPERATOR. 2. VICTAULIC COUPLING, STYLE 77. 3. 6" PRESSURE RELIEF VALVE (SUITABLE FOR 300 LB. WORKING PRESSURE), SET AT 205 P.S.I. 4. RESILIENT WEDGE GATE VALVE (FLG. x FLG.) WITH HAND WHEEL OPERATOR. VALVE SHALL BE SUITABLE FOR A WORKING PRESSURE OF 250 P.S.I. AND SHALL BE EQUIPPED WITH 250 LB. FLANGES, SIZE AS SHOWN. 5. 6. 16"x 16"x6" TEE (PLAIN x PLAIN x FLG.). 16"x12" ECCENTRIC REDUCER, TOP LEVEL. 7. 8 . FLOOR DRAIN WITH CAST IRON GRATE AND BRONZE STRAINER (ZURN Z415 OR EQUAL). 125 HP VERTICAL TURBINE PUMPING UNIT. 9. TWO (2) 1" HALF COUPLINGS WITH 1" CORPORATION STOPS PER CMWD STANDARD DRAWINGS W9 AND W10. SET ONE AT TOP OF PIPE AND SET ONE AT 45' OFF TOP OF PIPE. 10. 1 O" FLG. SILENT CHECK VALVE. 11. STD. WT. CML, WSP PIPE SPOOL. FLANGED x GROOVED END. SIZE AS SHOWN. 12. 16"x16"x10" TEE (PLAIN x PLAIN x FLG.). 13. 16" STD. WT. CML, WSP DISCHARGE HEADER. 14. 12" FLG. MAGNETIC FLOW METER. 15. 12" STD. WT. CML, WSP PIPE SPOOL (FLG. x FLG.) 16. 16"x1 o· CONCENTRIC REDUCER (FLG. x PLAIN) 17, 1 o" SHORT RADIUS go· ELBOW (PLAIN x FLG.), 18. RESILIENT WEDGE GATE VALVE (FLG. x FLG.) WITH VALVE CAN ASSEMBLY PER CMWD STANDARD DRAWING Wl 6. SIZE AS SHOWN. 19. 20"x20"x12" TEE (PLAIN x PLAIN x FLG.). 20. 20"x20"x16" TEE (PLAIN x PLAIN x FLG.). 21. 20" STD. WT. CML & TC, WSP SUCTION HEADER. 22. 20"x16" CONCENTRIC REDUCER (PLAIN x PLAIN) 23. 16" LONG RADIUS 90' ELBOW (PLAIN x FLG.). 24. 16" STD. WT, CML&TC, WSP PUMP SUCTION. 25. AIR COMPRESSOR AND 60 GALLON RECEIVER. 26. 2100 GALLON HORIZONTAL SURGE TANK. 27. 6" STD. WT. CML, WSP PIPE SPOOL (PLAIN x FLG.). 28. 16" LONG RADIUS SMOOTH BEND 90" ELBOW, TRIMMED TO 121'± (FLG. x PLAIN). 29. 16" STD. WT. CML&TC, WSP DISCHARGE. 30. 20" STD. WT. CML&TC. WSP SUCTION. 31. 20" LONG RADIUS SMOOTH BEND 90' ELBOW, TRIMMED TO 121'± (FLG. x PLAIN). 32. 6" STD. WT. CML& TC, WSP PIPE SPOOL (PLAIN x FLG.). 33. FABRICATED STEEL DISCHARGE HEAD PER SPECIFICATIONS. 34. 1/2" VOLUTE DRAIN FROM PUMP HEAD TO DRAIN. 1/2" TYPE K COPPER TUBING. 35. PROVIDE A 2" GAP BETWEEN END OF COPPER TUBING AND DRAIN PIPE. 36. 16" BUTT STRAP. 37. 12"W x 24"H GALVANIZED SHEET METAL SUPPLY AIR DUCT PER SPECIFICATION 15890. 38. 12"x6" LONG RADIUS REDUCING ELBOW (FLG. x FLG.). SEE DRAWING M-6 FOR CONTINUATION "AS BUil T" P.E. ___ EXP. ___ _ REVIEWED BY: INSPECTOR M-5 DATE DATE i5HEEl7 CITY OF CARLSBAD [sREIBl 1-------1'----+----------------t----+--+----t----, ~~=::::6=;,,'==::::E::N:::G:::IN:::E':'E:::Rl:::N:::G:::::D::::E::::P::::AR::::T::::M::::E::::N::::T==~~=:.:::=6= IMPROVEMENT PLANS FOR: ENCINA BASIN WATER RECLAMATION PROGRAM, PHASE II BRESSI RECYCLED AND POTABLE WATER PUMP STATIONS PWPS EOUIPMENT BIJLDING MECHANCAL PLAN 48 hoursBEFQREexcovotion ."~ •"\\ISH ;.,,~ ~ ( ) c.-, ~ ;,o -Q) L Wll INC O RPO RATED ~ .. J ,,// JII' ,-, J11.I -::! ' ~,. ~-=QT"'-·RT APPROYED: WILLIAM~[ LUMMER 1-800 422-4133 ~ ~ No. 62220 E ~ &1¼& r-,, ... ,....... =4:2--= "" r-. 9-J(H!i -DEPUTY CITY ENGINEER PE 28176 EXP DJ-31-06 DATE * Lilf' * Je02 Unlver11lty Ave. • Rlver1lde, CA. 9 0 2Mll,: 911-684-6900 CALL Underground Service Alert c 1. OWN BY: SFM PROJECT No. DRAWING NO. ci J',,.. /VI .,,._"'° APPROVED BY V~. IA ··J< . JV( 11 • ·-DATE INITIAL DATE INITIAL DATE INITIAL PES <: 'I( or Cll.11~"~ REVISION DESCRIPTION CRHVWDKD BBYY:, JPM 3889/3910 409-6 IIIIIIJlill ____________________________________________________________________ J;;;;;;~~=~~;;;;;;~;R;EG;IST;;ER:E;D;E;N~~;EE;R;;No;,;;~62~2~20~;D;A;TE~9g/O~J/~0~4~~EN~G~IN~EE~R~O~F~W~O~R~K;;;;;;;;;;;;;;;;;;:::~~~;;;;~~;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;fO~TH~E~R~A~PP;R;OV;A;L;!;;Cl;TY=AP;P;RO;V;AI.;;;!~;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;~~ ~ II ... 0 ~ c:, 308.00 FG -~48 hours BEFORE excavation ~ 1-(800)422-4133 CAil Underground Service Alert N - ' 0 I N 14'-3" I I TOP OF ROOF EL. 308.69 33• -o· N TOP OF SLOPE \ ! - ' ! ' I -~----'---------------------------,----! ' 0 I SINGLE LEAF ROOF HATCH \ \ \ SLOPE 1% MIN. -(TiP.) 6' -0" MAX. 1 1 /2D 1 o· -6" I I I L ' I I I I I I I I I e-------------------------- 1 m I I_ 4' -o" AIR--'\,-- FLOW \ i - ,1 PS3 (TYP.) 308.45 TC ---I I I 308.0± FG / _,,--,,;-y-·-)/'>---v~/,,~ /, .. ':<," , .. {/ 3" MIN. CLR. 302.17 CG ' 0 I " N --- [ c::::::::I ---PS3 (OUT-OF-SECTION) ~ 18" rlih,, ~ 299.50 CG ~ tt.~ -+l+-------+--- 16PWD /W SLOPE 1% 4D MIN. (TYP) I I I OUT OF SECTION ,,/ /"' OUT-OF-SECTION / .,..,.,.,,.,. ... ' I . . . ' . " . -. '· .. . .. . n~ t,,-----,-~---~-,,-..,..,------.. ~----,,-... ,......,_.,.._ -. -. -,_I I SUCTION CAN WITH --~ REINFORCED CONCRETE ENCASEMENT '\I I , - - - --- - - - - --16PWS-- - ---- -,/\ ------' \ 24" STD. WT. STEEL PUMP CAN WITH _ ... -·· I '\. • .• · . , •· . .. ~ \ \ @ (§) 1 /2" THK. CML I I \ , •.. \_ 16" STD. WT. STL. I 27" I '---\I:),-,.....-.-<< TWO PASSES _E_L_._2_8_8_.2_5 _______ ---~ ¼V MINIMUM (BOTTOM OF SUCTION BELL) - EL. 286.75 '-...... ffi (BOTTOM OF SUCTION CAN) J '\f-:f] 3'-6" SECTION SCALE: 3/8"~1•-o• 20PWS __! t 292.00 CG I 7' -0" 16'± FILL_. MATERIAL --------, ' 0 I N ' ,TOP OF ROOF / EL. 308.67 I " r---------------------------------------------------------------7 I I I I ---+ I I I I I I I I ) I I / . / I ROOF MOUNTED r ! 7 GRAVITY VENTILATOR I ,----T----. I (GV6) 1 : , : I .-' j ' ROOF MOUNTED-···· t--;-----i-+ GRAVITY VENTILATOR I : i : I (GV5) I •----+----" I L---1---J 1 EQUIPMENT ACCESS PER SPECIFICATION 08610 HATCH I I FINISH GRADE _, EL. 308.0± ROOF PLAN SCALE: 3/8"~1 '-Q" MATERIAL AND WORK DESCRIPTIONS (DWGS. M-5, M-6, &: M-7): (CONT.) 39. 24 ·w x 1 o"H ALUMINUM SUPPLY REGISTER, ADJUSTABLE DOUBLE DEFLECTION TYPE WITH 3/ 4" BLADE SPACING AND SHORT FRONT BLADES, PER SPECIFICATION 15890. 40. 14"W x 18"H ALUMINUM SUPPLY REGISTER, ADJUSTABLE DOUBLE DEFLECTION TYPE WITH 3/4" BLADE SPACING AND SHORT FRONT BLADES, PER SPECIFICATION 15890. 41. RECTANGULAR MANUAL BALANCING DAMPER PER SPECIFICATION 15890. 42. SUPPLY AIR DUCT RECTANGULAR TRANSITION SECTION. 23 1 /2"W x 23 1 /2"H TO 24'W x 12"H. 43. 23 1/2"W x 23 1/2"H GALVANIZED SHEET METAL SUPPLY AIR DUCT. 44. 12"xB" CONCENTRIC REDUCER, (FLG. x PLAIN) 45. FIRE EXTINGUISHER MOUNTED TO WALL. CONFIRM LOCATIONS WITH OWNER PRIOR TO INSTALLATION. FIRE EXTINGUISHER SHALL BE PROVIDED IN ACCORDANCE WITH SPECIFICATION SECTION 1 0520. 46. SUPPLY AIR DUCT RECTANGULAR 90' ELBOW, 24-W x 12"H WITH 24 "H x 12"W SIDE OUTLET. 47. 4"W x 3/8" THK. PIPE COLLAR CENTERED IN CONC. WALL. COLLAR SHALL BE CONTINUOUSLY WELDED TO PIPE SPOOL (BOTH SIDES OF COLLAR) . 4B. RESILIENT WEDGE GATE VALVE (FLG. x FLG.) WITH VALVE CAN ASSEMBLY PER CMWD STANDARD DWG. W16. VALVE SHALL BE SUITABLE FOR A WORKING PRESSURE OF 250 PSI AND SHALL BE EQUIPPED WITH 250 LB. FLANGES, SIZE AS SHOWN. I . I I \ I ~I I I I -' l ' 0 I N N /2\ .l. '-TOP OF ROOF 0 EL. 308.45 I \S-5/ "' - ' 49. RUNNING TRAP WITH ADJUSTABLE CLEAN OUT TO GRADE, ZURN, JOSHAM, OR EQUAL. 50. SUPPLY AIR DUCT RECTANGULAR TEE, 12'W x 24"H RUN, 12'W x 24"H BRANCH. 51. 14'W x 26"H BLOCKOUT FOR 12"W x 24"H SUPPLY AIR DUCT. FILL SPACE BETWEEN DUCT AND CONCRETE OPENING WITH NON-EXPANDING FOAM. COVER EA. END WITH SHEET METAL COLLAR. 52. DRAINAGE COMPOSITE MIRAFI G1 OON, CONTINUOUS ALONG ALL SIDES OF BUILDING STRUCTURE. DRAINAGE COMPOSITE SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS PRINTED INSTRUCTIONS. 53. 4" PERFORATED ABS PIPE ALONG ALL SIDES OF BUILDING STRUCTURE. SLOPE 1 % MINIMUM. SEE SHEET C-3 FOR PIPE INVERT ELEVATIONS. 54. NON-WOVEN POLYPROPYLENE GEOTEXTILE, MIRAFI 160N, OR EQUAL. GEOTEXTILE SHALL OVERLAP A MINIMUM OF 12" AT ALL JOINTS AND AT INTERFACE WITH DRAINAGE COMPOSITE. 55. 3/4" DRAIN ROCK PER SHEET G-2, GRADING AND SITE WORK NOTES. "AS BUil T" P.E,----EXP. ____ _ REVIEWED BY: INSPECTOR M-6 DATE DATE fSHwl CITY OF CARLSBAD [sRITi'sl 1----t----+----------------t----t---+---+----t l__1ZJ ENGINEERING DEPARTMENT ~ ~IM==P;:R;::O==VEME:::,::::;NT::;:;:::::;P:::::LAN::::::S::::::;FO::::::;:R:======='....'.:::===: KR.1r:cr:R. INCORPORATED Ji602 Unl\lenlllty Ave..• Riverside, CA. 92501 • 951-684-6900 APPROVED BY hi,. • ~ REGISTERED ~ INEER No. -. 62220 DATE" 9/0J/04 DA TE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL ENCINA BASIN WATER RECLAMATION PROGRAM, PHASE II BRESSI RECYCLED AND POTABLE WATER PUMP STATIONS PWP8 EQUIPMENT BUILDING MECHANICAL ROOF PLAN AND SECTION APPROVED: WILLIAM ~MMER ..,,~-1:1,~,:.;.-f:111~~¥, .. ·o.....;0u....:,i.1:1:::;-;;;A/4~itt22"222<>>-• ~--.9-/'2-()f- DEPUTY aTY ENGINEER PE 28176 EXP. 03-31-06 DA TE DWN BY: SFM PROJECT NO. DRAWING NO. CHKD BY: PES RVWD BY: JPM 3889/3910 409-6 -II - z "' :,a .. <::i :,: c., ~ w "' a, " E .,, I 0 :g .. <::i :,: ~ c::, i\' . ' (TYP.)~ ~ 48 hours BEFORE excovolion ~ 1-(800)422-4133 CALL Underground Service Alert 308.00 FG ELECTRICAL PANELS • r OUT-OF-SECTION 297.13 FF I I '------'--J 1 /2" EXPANSION -" JOINT MATERIAL '"' ·-: 1.,-·-STAIR ACCESS HATCH APPROXIMATE EXISTING-, GRADE EL 292± \ \ ----\-~)A\~~~i''-::::),A/'-'0'--------_\_ _ ---------- /<«•--···«'1/.Y/ • '' "'{,;;.-, ,_..-:v:_, SECTION SCALE: 3/8"= 1'-0" .,-SUPPLY / I ' VENTILATOR I I J ,--+, µ. ' <D / _/ ,,,,,,,,.,,,, @ ,_ 3'-6" 297.13 ,.-/ FF -10PWD 299.50 CG I ------------~ ,..-PS2 ~ (TYP.) 0 N ~ _:_16::c_P_.:.cW.=_S_C_G_ ~·-// G~0(TYP.) 292.00 .. (TYP.) ··@ ' N - 16PWD 299.50 @ \ 1-------7~•--._.1 O._" ---~+--@_24 ___ ___,_7_' -_-,0_" ___ ---J.-1_ --··· T-0" SECTION SCALE: 3/8"=1'-0" CG ~ 6PR I 1 SUPPLY I VENTILATOR / ---I-- 308.45 TC I I 308.0± FG I/ 3" MIN. CLR. N.-18" -, ~ I r, 299.50 CG . ~J --l-+-='-"='--'='."- 16PWD ~1W . . . . I ~~/ .,-SUPPLY I ' VENTILATOR I I ) l ' ' I I I 3'-0" 00 12PR rn-z'-'g"'-z-'-.0'--0-C-G 6'~4~ KRIEGER INCORPORATED 3802 Unlwnlfy AWJ. • Riverside. CA. 92501 • 951-684-6900 ·11· , APPROVED BY 11.n.i) '7{ ~.,.._=---- REGISTERED &GINEER N~ 62220 DAff 9/0J/04 292.00 CG I 20PWS _j 16'± FILL· · MATERIAL --~--~H- -u- . 303.17 CG 16PWD 299.50 CG ...1b._ -+--+-____c6'--PW'-'-S"----"il" 297.88 CG M-7 "AS BUil T" P,E, __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE fsHml CITY OF CARLSBAD fsHms1 t----J--+-----------------lf---+--.J-----1----l L..1JLj ENGINEERING DEPARTMENT ~ t----J--+---------------f---+--.J-----1----1 ::01Mc;P;;;R~Oc;VE~ME=NT===p~LA::N~S~FO~R::::::::::::::::=:::::::::==='....'::::::::::::::::::::::::; ENCINA BASIN WATER RECLAMATION PROGRAM, PHASE 11 BRESSI RECYCLED AND POTABLE WATER PUMP STATIONS PWPS EQUIPMENT BUILDING MECHANICAL SECTIONS APPROVED: WILLIAM ~MER t----t---+----------------+---f---+---t---1 ~dfe,:fR1.~~,ii11ii,:;2.j!:J'/4flt~.l.~6~~~L::;,ii'4:~'2&~1'1!>Z,:'.l'Z--r..__ __ 9-,/()-,')4 DEPUTY CITY ENGINEER PE 28176 EXP. 03 31 06 DATE DA TE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL OWN BY: SFM DA TE INITIAL CHKD BY: PES CITY APPROVAL RVWD BY: JPM PROJECT NO. 3889/3910 DRAWING NO. 409-6 II ~ Cj _, ~ ,___ C, ct ,. :$ ,,, 0 -t;_; ~ ,___ C, ct tl a, 0 E I g a) : :i ! ;. ! ' ' ! ! • ' ' ' : ' . . ' ~ 48 hours BEFORE excavation ~ till Uodooroood Som• "" ln" 1-(800)422-4133 11·-o·• @ -+--------+-- (Xl w ~ LJ -·-·. - " l -' il i 0 111 I'"): I I ' ' u., EB PWPS SURGE ARRESTOR SCALE: 3/8"=1 '-0" 6 4@ SECTION r;:,==::~:f ,___,_ 3" MIN. CLR. ' . ' . " I ' / \ t--.. ___ --- ·-PS3 I-- ' 0 I 18" •N 1------~ 299.67_CG ID 12PWD ~ - 12" LEVEL PROBES 0 frr APPROX. LEVEL AT PRESSURE CONTROL SET POINTS I • -- 56" ~--~--©-5_3 __ .. ___ _ ® 50,5" ,// _____ L ' ~ ----\ ~ '£ ~:0_4_:_.5•_· __ /{ /;~ ----~ j , . ~ _ ----t~,\,\ : ; ~ /\ ' I \ 44.5" (65% VOLUME) ~ 0 \ I i ~ A \\ ;I \ \ I I r1\\\,_ 1' ;l -~<" /" "->. I // ·s::-~--------'----l... ✓1/ "< ·-~:'-:CC ~_;' _;e;:>/" _o_"_ INVERT / 1 ,r---~ 1, <I I '.O ~-, 4 ---- LEVEL PROBE DESCRIPTION: 0 GROUND PROBE ® NORMAL ZONE, CLOSE RELEASE VALVE 0 LWL ALARM PROBE ® EXCESS WATER LEVEL, 0 OPEN AIR RELEASE VALVE OPEN ADD AIR VALVE 0 NORMAL ZONE, CLOSE ADD 0 HWL ALARM PROBE AIR VALVE PWPS SURGE TANK SCHEMATIC N.T.S. -H ' (Xl I v I------------5' -8" ---~ I ' 15" ,,___ I PS3 (TYP.) -\ r-- 0 I _J J -· (Xl I :.,. MATERIAL AND WORK DESCRIPTIONS FOR DRAWING M-4: 1. 2,100 GALLON SURGE TANK 11'-0" LENGTH* X 6'-0" DIAMETER*, WORKING PRESSURE 150 PSI (MIN.). 2. STEEL LIFTING TABS. 3. 14"x1 s· MANWAY. 4_ 4" GATE VALVE AND DRAIN PIPING, WITH BLIND FLANGE. 5_ PRESSURE GAUGE, 150 PSI WITH SURGE DAMPENER. 6. 1/4" NEEDLE VALVE, 316 ST STL. 7. 1/2" DIAMETER HALF-COUPLING WELDED TO SURGE ARRESTOR TANK SHELL. 8. 1" DIAMETER HALF-COUPLING WELDED TO SURGE ARRESTOR TANK SHELL. 9. NOT USED 10. SIGHT GLASS ASSEMBLY, 60"± LONG. 11. 7" BALL CHECK VALVE (2 TOTAL). 12. 3" FLANGED CONNECTION TO SURGE ARRESTOR WITH LEVEL PROBE FLANGE AND INTEGRAL TERMINAL BOX. PROVIDE CLASS 150 FLANGE TO MATCH LEVEL PROBE ASSEMBLY. 297.88 CG 6PWS '' ,fr 297.13 FF 13. 1" EXTRA HEAVY HALF COUPLING WELDED TO TANK SHELL_ 14. SAFETY RELIEF VALVE (BRONZE), FACTORY SET AT 175 PSI. - 6PWS ' " . -' ' . . ' j \ 15. 24" DIA. MANWAY. 16. ST. STL. BALL VALVE (TYP.) 17. NOT USED. 18. 3/4" AIR FILTER WITH DRIP TRAP. 19. 3/4" PRESSURE REGULATOR WITH PRESSURE GAUGE. SCALE: 3/8"=1 '-0" EB 20. 1" SOLENOID VALVE TO ADD AIR. 21. 3" FLANGED CONNECTION WITH BLIND FLANGE, CLASS 150 ANSI 816.5. SECTION 22. 1" SOLENOID VALVE TO RELEASE AIR. 23. 1" AIR EXHAUST SILENCER, NORGREN, WILKERSON, OR EQUAL. 24. 3/4" FLEXIBLE CONDUIT WITH 2-#12 AND 1-#12 GRD. 308.69 TC ~- / ! i ' . C ::i ! I I> . PS3 I\ _,,,-·---COMP. ~-l ~ I-c~:~fl A I I ~~ ~ --.JN/ I ., "' _ ,ccA'.'.:IR~FLc=O~W+--r-+-L(---c.l ~(1-1>--' j IHI HO!-+<, ; I 1CA 1 3/4CA _ I -AIR COMPRESSOR AND -H "' I ,@ @ ,_ · .-I 60 GALLON RECEIVER rW ~· ~ -; ' -I -D i \ SUPPORT WITH UNISTRUT (TYP.)@_,.'-af" I ~ EXTEND PIPING TO 2" DRAIN, T _ J PROVIDE 2" AIR GAP BETWEEN FINISHED - FLOOR \ \ eo,--C210 '-----1----J 1 / COMPRESSOR DRAIN AND 2" CONCRETE EQUIPMENT ~, r--_ -__/ . l 3" J ~ / \ DRAIN PAD (3" HIGH) 'l'I _ , _: 1 I ~ I I I I C209~~ • AUTO DRAIN VALVE _J (FURNISHED WITH RECEIVER) AIR COMPRESSOR SCHEMATIC DETAIL N.T.S. 0 N I I;-----PF204 l I :.,. I I 297.13 FF SECTION SCALE: 3/8"=1'-Q" 00 M-8 "AS BUil T" P.E. ___ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE ~ CITY OF CARLSBAD ~ 1---+---+----------------t------,f---+----t-----, ~~::::::::::9=1_':::=:::::::E::::N:::G::::IN::::E:::ER::l=:!N:::G:::::D::::E:::P::::A=:R::::TM::::E:::N::::T==::::...':~==6= INCORPORATED 3602 University AWJ. • Riverside, CA. 925~ • ?51-684-6900 APPROVED BY ~ -f_ ~c::::.:.._-__ _ REGISTERED E~ INEER N~ DATE 9/0J/04 IMPROVEMENT PLANS FOR: ENCINA BASIN WATER RECLAMATION PROGRAM, PHASE II BRESSI RECYCLED AND POTABLE WATER PUMP STATIONS PWPS SURGE AFFESTOA SECTIONS Ato DETAILS APPROVED: WILLIAMEA~MMER l---+---+----------------t----1----+----t-----l 41144:-. Z::: ~re -.a DEPUTY CITY ENGINEER PE 28176 EXP. 03 31 06 9--L~-124 DATE DWN BY: SFM PROJECT NO. DRAWING NO. DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL CHKD BY: PES RVWD BY: JPM 3889/3910 409-6 -II '--c:, it ::E CL "' 0 + ... 0 "' 0 0, 0 ~ U) a:: i3 ~ "' I 0 :8 •. " '.!: c., ~ w a:: (D 0, E "' I fil ., J :: ' ,, r 8-3" I 1-1 1/2" TYP. -TYPE PIPE SIZE A B C 0(2) E ~[ t-: -:-1 "' --... PS-1 2 ½ ",3",3 ½" 2 ½" 9" 3/s" 1 ½" 3/a" i-$--4 "' "' OR 4",6" 3" 1 O" J/a" 2½" 3/e" --... "' PS-2 8", 1 O", 12" 3" 1 o" Yi' 2½" ½" 8/2 8/2 14", 16" 4" 12" !S.ffl" 3" ½" PS-2 18",20" 6" 14" ¾" 3½" ½" BASE PLATE 24",30",36" 6" 14" ·¾" 4" ½" PIPE STANCHION SADDLE WITH --1 /-U-BOLT (GRINNEL FIG. 259) U-BOLT, GRINNEL FIG. 259. \ k~ /' PIPE STANCHION SADDLE WITH-\ Si"'~- OUT U-BOLT, GRINNEL FIG. 264 '\ .. ~ .. OR EQUAL (1) 1 ~ I )}L r DIA. "D" INSTALL 1 /4" BOLT ON U-BOLT SUPPORTS (DRILL THROUGH SUPPORT) \_--.::' I "" / ---·-l / /-THREADED COUPLING :: "i-~· ./· TO PERMIT ADJUSTMENT I ,// kt ' SCHED. 40 STL. RISER PIPE "C" THK. BASE PLATE ----\,. I \ J /.-DIA. "A" (MIN.) 3/4" CHAMFER ALL AROUND--\ \ ~ I :,__/_._ .. _....-€l-v;v- ON CONC. PAD 1 \ --¼ v \ \ , r 1 \ --3/4" NON-SHRINK GROUT -. · »·" fl Wk 0'< · 1" (UNO)-' ;,:(~ : -i; -u: '<~:s:v/: '-,,----._--t,<~ "E" DIA. ST. STL. WEDGE ANCHORS, CONC. PAD,, 9" THK. AND B + 6" SQ. MIN. /./ °",. 3" MIN. EMBEDMENT, (TYP.) ··, •• _ CONC. FLOOR SLAB OR PAD NOTES: 1. WHERE LOCATED UNDER FLANGE OR VALVE USE PS2 SUPPORT WITH SADDLE RADIUS TO MATCH FLANGE OR VALVE BODY. 2. FOR PS1 U-BOLT SUPPORTS USE DIMENSION "A" IN LIEU OF "D". PS1 PS2 - -PIPE STANCHION WITH U-BOLT PIPE STANCHION WITHOUT U-BOLT . ii il '"' ' N.T.S. STRUT PIPE CLAMP l II 1 5/8" SQ. STRUT - 12 GA. STL. I I NO. OF PIPES/CONDUITS f PER DRAWINGS lJ I --·-"'~ 1 5/8" SQ. STRUT BOLT BASE TO STRUT, USE STRUT LOCKING NUTS ,1---+, PROVIDE CORNER I I 1 Q I ANGLES OR USE J i CHANNEL BRACKET ., I ,A '0' I I I I , . ' il.U / -6" SQ. COLUMN BASE -// FOR SLAB MOUNTING // W/ 3/8" S.S. EXP. ~ ANCHORS 3" EMBEDMENT ( 4 TOTAL) ~ - . .:l il \ 1L 3/4" GROUT PAD TYP. 1 5/8" SQ. STRUT ,.,~1 5/8" SQ. STRUT '--~ ,,,,,~/ --.. ~ I I,/ I . .-STRUT PIPE CLAMP ---. - - c: I ----I " \ NO. OF PIPES/CONDUITS WALL tl~ / J' AND SPACING PER DWGS. I~ .--PIPE OR CONDUIT I _.. AS SHOWN -- -- - ~ I " I~ o. - ---BOLT TO WALL WITH I . ·-ANCHOR WITH 3/8" S.S. EXP. ANCHORS, 3" EMBEDMENT @ 2' -o· O.C. MAX. AND 3" FROM EACH END NOTES: 3{8" S.S. EXP. ANCHORS, 3' EMBEDMENT. PROVIDE BOLTS @ 2' -0" O.C. AND 3" FROM ENDS. 1. UNLESS NOTED OTHERWISE, ALL MATERIAL SHALL BE STEEL. STRUT CHANNEL AND COMPONENTS SHALL BE HOT DIPPED GALVANIZED. 2. STRUT SYSTEM, INCLUDING ALL COMPONENTS, SHALL BE AS MANUFACTURED BY UNISTRUT, B-LINE, OR EQUAL. 3. PROVIDE DOUBLE STRUT WHERE REQUIRED FOR LOAD OR CONFIGURATION. 4. ALL CUT ENDS OF STRUT SHALL BE GROUND SMOOTH AND COATED WITH COLD GALVANIZE REPAIR COMPOUND. PIPING/CONDUIT STRUT SUPPORTS (PS3) N.T.S. ,;. ·r--::::=:::---------~ ~ 48 hours BEFORE excavation lh' 1-(800)422-4133 CALL Underground Service Alert ✓-DISCHARGE PRESSURE DISCHARGE PRESSURE -., // SWITCH WITH OIL FILLED SWITCH WITH OIL '•,, --,/ DIAPHRAGM SEAL SET FILLED DIAPHRAGM SEAL '• •• ..._ v/ FOR LOW PRESSURE TO SET FOR HIGH PRESSURE , SENSE PUMP FAIL (175 PSI INITIAL SETTING RWPS) (125 PSI INITIAL SETTING RWPSl (200 PSI INITIAL SETTING PWPS) (170 PSI INITIAL SETTING PWPS 1 /2" 90' ELBOW ---------....:cc ft====t;:;:tl:===;::n:'.,:li;:;=t,-~--(fi-f) BRASS THREADED PLUG 1/4" ST. STL. --- NEEDLE VALVE • -----1/2" ST. STL. PRESSURE GAUGE-----. :-ir ~ BALL VALVE 0-300 PSI WITH /, 1 ~---1/2"x2" NIPPLE SURGE DAMPENER / ~-/ / .--CLASS 3000 HALF COUPLING 1 /2" CROSS -------~ _..-· WELDED TO DISCHARGE PIPE ___ ..., '~-.-· PER CMWD STD. DWG.'S W9 1 /2" CORP STOP -AND W1 O (FIPxMIP) NOTES: 1. UNLESS NOTED OTHERWISE, ALL PIPING AND FITTINGS SHOWN SHALL BE STD. WT. SCH. 40, RED BRASS, PAINTED. 2. ALL VALVES AND FITTINGS SHALL BE SUITABLE FOR A WORKING PRESSURE OF 300 PSI (MIN.) DUAL PRESSURE SWITCH DETAIL ~ NTS 1 /2"¢ go· ELBOW ---....... ,--1 /2"¢x4" NIPPLE "--.. / 1 /2"¢x3" NIPPLE --.. ·-..... / r-1 /2"!& go· ELBOW '",~ ""'-,, / I 1 /2" AIR RELEASE VALVE -... ··,.. -....,. / / r WIRE CLOTH, 22 GA., (PRESSURE RANGE '•,. ··,. ••••• / I BxB BRONZE OR 75 TO 150 PSI (RWPS), "'· •••••• •••••• II / BRASS, FASTEN 50 TO 100 PSI (PWPS)) '·" ·• ••••••• {£~~=;j)I WITH SS. CLAMP 1 /2"¢x2" NIPPLE -~.•-•. •• •• ., 1 ,- /---1/2"x1/4" BUSHING 1 /2"0 CROSS -------..... ·• •• , ' 1/2"x1/4" BUSHING----••••• Lr:-...... ... ,.',_, r 1/4" ST. STL. NEEDLE VALVE LOW SUCTION PRESSURE SWITCH ~"· ,E ;:3·i"i'-"' ~PRESSURE GAUGE O TO 200 WITH OIL FILLED DIAPHRAGM SEAL '-' ~, ~' ,'H.--'-<\ PSI WITH SURGE DAMPENER (75 PSI INITIAL SETTING RWPS) .- (50 PSI INITIAL SETTING PWPS) ,./ 1' ••• / ---~ 'IP ··---1/2"¢x2" NIPPLE 1/4" ST. STL. NEEDLE VALVE_/..-,. ... -- 1 /2" ST. STL. BALL VALVE _ ..... -·- 1/2"x4" NIPPLE I --~ CLASS 3000 HALF COUPLING -11----\1.-------"',.,-~ ----WELDED TO BORED PUMP J PUMP HEAD I Ll HEAD FLANGE 1-----------._.,il-----,I NOTES: I PUMP CAN FLANGE _i I 1. UNLESS NOTED OTHERWISE, PIPING AND FITTINGS SHOWN SHALL BE STD. WT. SCH. 40, RED BRASS, PAINTED. 2. AIR VALVE SEAT AND NEEDLE DUROMETER HARDNESS TO BE SELECTED FOR 150 PSI OPERATING PRESSURE (RWPS) AND 100 PSI OPERATING PRESSURE (PWPS). 3. ALL VALVES AND FITTINGS SHALL BE SUITABLE FOR A WORKING PRESSURE OF 300 PSI. (MIN.) DETAIL N.T.S . 2" go· ELBOW ------_ T?E~c:IE;it----2· go-ELBOW 2"x2" NIPPLE -~ \ ').U WIRE CLOTH, 22 GA., \ 8x8 BRONZE OR 2" COMBINATION AIR ~--. 1 BRASS FASTEN \ WITH S.S. CLAMP VALVE ----- 2"x2" NIPPLE ----~~ \.. 2"x6" NIPPLE ------r r-CLASS 3000 HALF COUPLING 2" CORP STOP -----~ ./ WELDED TO DISCHARGE PIPE (FIPxMIP) ------/ PER CMWD STD. DWG.'S W9 71:±, ~/ AND W10 .--DISCHARGE PIPE NOTES: 1. UNLESS NOTED OTHERWISE, ALL PIPING AND FITTINGS SHOWN SHALL BE STD. WT. SCH. 40, RED BRASS, PAINTED. 2. AIR VALVE SEAT AND NEEDLE DUROMETER HARDNESS TO BE SELECTED FOR 175 PSI OPERATING PRESSURE (RWPS) AND 200 PSI OPERATING PRESSURE (PWPS). 3. ALL VALVES AND FITTINGS SHALL BE SUITABLE FOR A WORKING PRESSURE OF 300 PSI. (MIN.) 2" COMBINATION AIR VALVE DETAIL 00 N.T.S. ~Tl':'\VAQT INCORPORATED .--· PRESSURE TRANSMITTER / _..-WITH OIL FILLED DIAPHRAM .---< SEAL PER SPECIFICATIONS. -----------~ 1/4" ST. STL. NEEDLE VALVE PRESSURE GAUGE ----~. --11" 1 /2" ST. STL. BALL VALVE 0-300 PSI WITH /, ~---1/2"x2" NIPPLE SURGE DAMPENER / 1-- /// ,.,,.-CLASS 3000 HALF COUPLING 1 /2" CROSS --------• , • _..-· WELDED TO DISCHARGE PIPE ___ --c.,,., • .-PER CMWD STD. DWG.'S W9 1 /2" CORP STOP -------I AND W1 0 (FIPxMIP) -- NOTES: 1. UNLESS NOTED OTHERWISE, ALL PIPING AND FITTINGS SHOWN SHALL BE STD. WT. SCH. 40, RED BRASS, PAINTED. 2. ALL VALVES AND FITTINGS SHALL BE SUITABLE FOR A WORKING PRESSURE OF 300 P.S.I. (MIN.) TRANSMITTER DETAIL N.T.S. 2" 90· ELBOW---~ 2"x3" NIPPLE----,•·-....... 2"x6" NIPPLE ~ ", /,i- 2" COMBINATION ---,. '-...._ ~ / r-2• 90' ELBOW AIR VALVE •. •, •• / / ',,_ " ~ / / '""-'' /I ··.. • ...... •.. /' 11 r WIRE CLOTH, 22 GA. 8x8 ·•. " BRONZE OR BRASS FASTEN '•··, .. '\ili~ t::'.:=¾)* WITH S.S. CLAMP 2"x2" NIPPLE------... 2"x1/4" BUSHING -~ I / 2" CROSS-------. n / ~ I / • I .... \ tr1 PRESSURE TRANSMITTER __/ $ ",.: Jal! WITH OIL FILLED DIAPHRAM SEAL PER SPECIFICATIONS. -1/4" ST. STL. NEEDLE VALVE PRESSURE GAUGE 0-200 PSI WITH SURGE DAMPENER / . .,.,,,-- 2"x 1 / 4" BUSHING---_ ..... .-_...-" r-. •• , ••••• __ 2"x2" NIPPLE ,./.-----2"x4" NIPPLE 2" ST. STL. BALL VALVE-// i- CLASS 3000 HALF COUPLING -.. -~···· WELDED TO DISCHARGE PIPE '•,. " PER CMWD STD. DWG.'S W9 ·,> c:, ~ AND W10 ,.-- NOTES: 2" CORP STOP (FIPxMIP) SUCTION PIPE 1. UNLESS NOTED OTHERWISE, ALL PIPING AND FITTINGS SHOWN SHALL BE STD. WT. SCH. 40, RED BRASS, PAINTED. 2. AIR VALVE SEAT AND NEEDLE DUROMETER HARDNESS TO BE SELECTED FOR 150 PSI OPERATING PRESSURE (RWPS) AND 100 PSI OPERATING PRESSURE (PWPS). 2" COMBINATION AIR VALVE/TRANSMITTER DETAIL, 5', 5 . I N.T.S . P.E. __ _ REVIEWED BY: INSPECTOR - I' 5' M-9 "AS BUil T" EXP. ___ _ DATE DATE ~ CITY OF CARLSBAD ~ 1---+-----t-----------------t---t----t----t----t ~ ENGINEERING DEPARTMENT ~ ~I=M==PR==o=VE:::::'.,'.M::E::N:::T::::::PLAN====s===F=OR==,=======:::'...'.:===: ENCINA BASIN WATER RECLAMATION PROGRAM, PHASE II BRESSI RECYCLED AND POTABLE WATER PUMP STATIONS MISCELl.MEOUS DETAILS APPROVED: WILLIAM E,_E_LUMMER dt?if~ -T-/-j,:;;, -..,, 9-L<?-,# DEPUTY CITY ENGINEER PE 28176 EXP. 03-31-06 DATE 3602 University lwe, ) Rlve'!lde, CA. 92,g1 • ,'!!J1-e84-S900 APPROVED BY U1J.#' r. . ~;r.~~===1~D~A~TE=t~,N~IT~IA~Lt--~==::~:::;:;::;;:~::---7:_J;o_A~T£E-=1~1_N~l_ll~Ai:L-lJ_o~A~TE~=.t~1N~llljiA_L;::i REGISTERED n4GINEER ~-u2220 DATE 9/0J/rH ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL OWN BY: s,M PROJECT NO. DRAWING NO. ~~~g ~~· ~!~ 3889 /391 0 409 6 ..._ <:) ct ;,I; N 0 "' 0 §g ~ 0: CD 0 -E "' I 0 <O "' .. <:i <: ~ c:, .. ; , SUPPLY AIR , ST. STL. MOUNTING / REGISTER / SCREW (TYP.) CJ \ \ \ \ t \ \ \ ~f I 1" - I t i , '-. s,=4at--- 1 ; \_ ; SUPPLY AIR_; j DUCT OPENING I' DUCT GALVANIZED SHEET METAL MOUNTING FRAME, 14 GAUGE (MITERED CORNERS) SUPPLY AIR DUCT FACE N.T.S. REGISTER MOUNTING - DETAIL (MIN.) 21·~0" 1-----------------------------'--'--_..,___ _________ _ r SQUARE TUBING POST / ./ ,r 3/4" OD ROUND PICKETS (14 ga) / / @ 4 1 /2" OC SPACING HEAVY GATES STEEL HINGES~ / / ' // / ;· 2"x2"x1/4"(T) TUBE STEEL FRAME 1-PADLOCKABLE SLIDE BOLT ""--.._ T-----F1 r--1-•~•L-------------.,,..., · ' ' 0 I I() ' <D I I') I j ~I . 2'-6" ~ 48 hours BEFORE excavation ~ 1-(800)422-4133 CALL Underground Service Alert nr+-rr-r,,--.--.--r-r--.--crr-,,-,,--,---rr-~~~....-;1.,._::-;;, ~-,::-:;:~t;::::::::;=:;:::::==:::::;=:;:::::;;:;:::;::::;;;:;::::::=;:::;:::~--· "J.1- .1 ii • I/ • ! L I I ORNAMENTAL IRON SWING GATE SCALE: 3/8"=1'-0" 36" ID 4' -0" ID 293.50 e-r 3" INV. 4D "-._ 6" (Ml N.) 1_______ ,-----'-"-.c.,, (TYP.) ' a:, 18" (TYP.) MANHOLE SUMP DETAIL SCALE: 3/8"=1'-0" ,,-MANHOLE PER CMWD STD. t.,.• DWG. S1. PROVIDE 4' ID IN LIEU OF 5' ID. 293.47 / INV. 4D '-C-3, PROVIDE RAILING EXPANSION -, r 1 1 /2" DIA. SCH. 40 JOINTS AT ALL STRUCTURE / / ALUMINUM PIPE (6061 EXPANSION JOINTS / / OR 6063, TS OR T6 ALLOY) I I I I v I I EQUAL SPACING 5' -0" MAX., UNO / I / PROVIDE FORK-, LATCH ~ \ I I I I I I I -------- SWING GATE OPENING />S SPECIFIED \w • ' co I ! SEE HORIZONTAL V SPACING POST \ / INSERT .••• ' 0 I N -~ 1· I') ;' I I ', ' r, \ ' ;/v1v l ,, : ~ ' -_I ~ -le~:--' -7 ~ ~ _j I ~ ; -CONCRETE CURB j ,,-;::, V ;;i . .. .. "\\ WHERE SPECIFIED ~ :::, -· ·• .-·· /' ., (4" HIGH, MIN.) ' I ~ , ':..t-I _ .. /\ V '\___ "'l >.-' .::/', CONCRETE STEPS \ I \ ····\ '.·-----------\ I '~ BASE FLANGE \_ SIDE M~UNTING I BRACKET\ \ -ATTACH KICK PLATE TO POST I WITH ST. STL. U-BOLT AT \ EACH POST \ \ \ \ . / , WALL~ \FLANGE\ 1· 'r~ I\ , \ ....._, ' . ' . I • .. I •. ~- GATE \ Hl~GE ' ' • I ' I ' • I ' " • I l\ I I \ • ' ' ' • ':,.. ' ... " I , ....__ • - -_ • ' I ' • ' ' I .,.,::. / / :Y \ WITH CURB ~ I . ... . \ \.. STAIR TREAD 1-ALUMINUM KICK PLATE 4"x1/4" THK. (CONTINUOUS EXCEPT AT CONCRETE CURBS) \ \ / _. REMOVABL£ CHAIN ~ ·, I ,, 1 OPENING />S I r5/1 s HDG CHAIN wITH , SPECIFIED / SWIVEL EYE BOLT SNAP 7 I .,._ 15" \• ,-\ \~ ANGLE FLANGE \_ STEEL STAIR STRINGER NOTES: \ \ \ \ / AT fACH END '; s;i's" ST STL. I I--ONE STAIR TREAD DEPTH 1. HANDRAIL, FITTINGS, FLANGES, AND ANCHORAGES SHALL BE DESIGNED TO SAFELY RESIST FORCES AS REQUIRED BY OSHA AND THE UNIFORM BUILDING CODE. AS A MINIMUM, COMPLETE HANDRAIL SYSTEM SHALL BE CAPABLE OF WITHSTANDING A 200 LB. CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT OF THE HANDRAIL. \ \ I B01LT AT EACH I / f'=1 =~====nl-i'F====l, \ I I 2. HANDRAIL SYSTEM SHALL BE HOLLAENDER SPEED-RAIL (IN-LINE). R&B WAGNER SLIP-ON, OR EQUAL. 3. U.N.O., ALL FASTENERS, SETSCREWS, AND ANCHOR BOLTS SHALL BE ST. STL. TYPE 304 OR BETTER. - ~ . ' ' \ I I '--- " . I I I I 4. HANDRAIL SYSTEM, INCLUDING RAILINGS AND CONNECTIONS, SHALL BE PROVIDED WITH A CLEAR ANODIZED FINISH. REMOVABLE CHAIN OPTION 5. PROVIDE 3/8" MIN. EXPANSION PER 50' OF STRAIGHT RAILING. ALUMINUM HANDRAIL DETAILS N.T.S • ,ci-_.-1 1/2" RAILING I 1 1~· POST rr =r- ' ' : I , I : / SIDE MOUNT BRACKET · : / (2 PER POST) I ', 4" I I I I I i I : I 1 TOP OF I CONCRETE / ' <O I I I ' ' 4 . ~'----~ --- • ' • j • #4 BAR. 4' -o" .J ' I LONG ,,,///,,,,~•~•-~ •. a:·_~_ EDGE QF~/ ~ CONCRETE MIN . POST INSERT ANGLE FLANGE~\ FOR STEEL STAIRS~ \ PROVIDE ISOLATION \ \ GASKET BETWEEN \ \ FLANGES \ \ ' ' \ \ STRINGER FLANGE-•• •, rr ' I : I I I : I I 1,,1 ii I 11 11 11 " PLASTIC SLEEVE ·~ 2-1 /2" ST. STL. BOLTS ANGLE FLANGE : / I I: MIN. I ' 1----,1 ~~c°r:ET('\ ,,: / r 3/8" ST. STL. 1 / WEDGE ANCHORS ' I , ' ,, ,, ,/ -BASE FLANGE // POST r;: 7 . i ,.,,; ~.,,...--~ I I I I ' I I I IO icT ,To / u ...... _ l t•,_ END SIDE- MOUNTING BRACKET I " 4-3 8 ST. STL., -, . _.\ WEDGE ANCHORS \~ 1 • _ , • k--~-~-, ' WALL FLANGE~ ,, ,. v ,: WALL FLANGE CAP ·; ·~ 1 ' : -~ 4-3/8" ST. STL . [ -. -' • •-"·, WEDGE ANCHORS ~ ,. , EDGE OF CONCRETE BASE FLANGE 1 1/2" HANDRAIL n -" _ • ..,------::.w_... '' ' '' , . ~ (5c.:, ~ a • :::, m z WALL J ~ ~~ BRACKET/ ,, z <( a: / ~~~--,..~•-"~ :::, 0 -, b2 ~ / 3/8" ST. STL. ;::!; ~ WEDGE ANCHORS HANDRAIL WALL MOUNTING BRACKET EYE POST RAILING SUPPORT DETAILS "AS BUil T" N.T.S. P.E. __ _ EXP. ___ _ REVIEWED BY: INSPECTOR M-10 DATE DATE 1----+--------+--------1-----+--~___j_----1 fsHm71 CITY OF CARLSBAD fsHfIB76 :::Ll.!J==~==::::E:::::N::::G:::IN::::E::::ER:::l:::N::::G:::D=:=E=:P=A:::::R:::TM::E::N:::T==:::::.':~=::::::::=: K:RJEGCR. INCORPORATED 31502 Univ.rslty ,.,,.. •. Ri\18rald., CA. 925~1 • ~51-654-6900 APPROVED BY U 1 'JI.,/'" l~e._ ___ _ REGISTERED E~INEER No. 62220 DATE 9/03/04 IMPROVEMENT PLANS FOR: ENCINA BASIN WATER RECLAMATION PROGRAM, PHASE 11 BRESSI RECYCLED AND POTABLE WATER PUMP STATIONS MISCEI..LAN:OUS DETAILS APPROVED: WILLIAM E....el.UMMER 1---+---f------------------1----1---l----l----1 1.A~~"~ifl*Gir-1.i-•___.r:-~..:.,,.-t.1:~_A,;;i:'~•--•22>:2z::::11---9:tt2-44 DEPUTY CITY ENGINEER PE 28176 EXP. 03-31-06 DATE DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: SFM CHKD BY: PES RVWD BY: JPM PROJECT NO. 3889/3910 DRAWING NO. 409-6 V2S ii ; N P 1 PE ,)Oi ;\ffS L ;=,; SEND-------- \ \ \ \ \ 48 hours BEFQREexcavotioo 1-(800)422-4133 CAtl. ~nd $er/lee. Alert 0 Er ')~"• i? L, I::_. LOCATION MrAP FOR RECYCLED WATER DISCONNECT VAULT No. 1 TO SMC~D VP,CATf.D SG-~tniBEm SCALE: 1 "=40' LOCATlON M-AP FOR RECYC-LED WATER DISCO<NN,ECT VAULT No. 2 SCALE: 1 "=40' 2. 5 Ml LES NOR:'1-'I I _ _,,,;::. j ! ! ' ' i '1t~=---;,,,M,,,"~"""."""""""""'"Y''"'""".l'"""-¥"'"'-=-......... ·-":;""""'"'~--·"'-...,,.,,.----... ·J,~~----,:/-4,,,. <?f.t ~; :1-,,,"fJ ~ l~f\ e-if:rt:i•.,. iJ¥ i"J'«f':"' i;· ,' .; .,...,. ~ ·~ ,,. ~.-,,.,:,.,,~--. 1~-,-~w-•----•• • -~••") -, •-C..--'-~------------------ i---•-""•----"--l-¥------_ .. __ q•---~-----------________ , NOTE: LOCATI0!14 MAP _ IS SCANNED IMAGE FROM SHEET 7 OF 75., CflY OF CARLSBAD Df<AW,lll,IG N@,331-1 . t Ui)C,.NO. 1!~.,(t&~59 '.\ ,..,_.....,,"'_,_,,~---"'"'-~--,. r~r:,z.r .. r::,, i :::,'. 1,~t-J~ -~"th';:.~c:· NOT£: LOOA-]IOM MAP IS SC>\NNI;!) t,MAGE FROM $HEH 17 OF 75. CITY Of C~tSBAD DRA~G No.$I:i1-1. . SECTKt✓-,.,,.,--·----- UMf!'S OF REOOIR[D l!!AOKFlLL lltlfml .Qf ~l:Jll'lm l!:JAQKFILL ,-•-•~~w-•----e-••-~ .. -.. ~~»"W.--•-~• •--~•• --~ ' HJNf:ED CJD, i ... ~-----~--· ..,, i ' ___ .. _, ...... "·---.-~--~~~ ----, ! R'ECYCLED WATER OJ,SCONNECT VAULT DETAJ'l l N.T.S. ~ NOTE: SASE DETAIL 1$ SCANNED IMAGE FROM SHEET 2 OF 7 5, CITY Of' CARLSl5AD DRAW4NG No.331-1. ~RI< ~RI.P110N 0 © CONTRACTOR SHALL cur AND REMOVE 5' ± SEGMENT OF EXISTING DUCTILE IRON PIPELINES ON THE EASTERLY SIDE OF -EXISTING GATE VALVES, ENDS OF REMAINING DUCTILE JRON PIPEUN£S SHALL El'E PUJ'G(,ED WITH CONCRETE. MINJMUM 1.2" LONG. AFTERWARDS, CONTRACTOR SHALL INSTALL TWO 8" B!Jl'i!l'.l !'LANGES ON THE EXlSTlNG GATE VALVES {INCLUDING ANY ADDITION.AL !'ITTINGS REQUtRll:D) AND. SHALL i!<EMOVE THE TWp EXJST'ING VALVE ·CAN ASSEMBLIES IN THEIR ENTIRETY, TRAFFIC CONTROL AND STREET REST0RATtON R-E-QUlREMENTS SHALL BE IN ACCORDANCE WITH CONSTRUCTION NOTES ON DRAWfNG G~2. CONTRACTOR SHALL cur AND REMOVE 5'± SEGMENT OF EX1STING .DUCTILE IRON P!f'ELINES ON THE N@RTHERLY SIDE OF EXISTlNG GATE VALVES. ENDS OF REMAINING Dl:JCTILE !RON PIPE:LJNES SHALL BE PLUGGED WI.Tie CQNCRITE, MINIMUM 12" LONG. AFTERWARDS, CONTRACTOR SHALL INSTALL TWO ·!3" 13.UN.D FLAM"GES ON THE EXISTING GATE" VALVES (INCLUDING ANY ADDITIONAL FITTINGS REQUIRED) AND SHALL RE-MOVE THE TWO. -EXIST1N"G VAL\/£ CAN A$SEMl3UES IN THEIR ENTIRETY. TRAFFIC CONTROL AND STRE:IT RESTORAllON RE:QlJ.iREMENTS .SHAll BE IN ACCORDANCE WITH CONSTRUCTION I,i'OTES .ON DRAWING G~2. CONTRA{:TQR .SHALL REMOVE AND LEGALLY DISPOSE OF EXlSTING HINGED LID, CONCRETE TOP SLA-!3, AND lHE UPPER CONCRETE WALL SEGMENT (MJN, 13• FROM EXIST. GROUND) AND BACKl'ILL THE VAULT AND ADJACENT D1STURIBED AREA WI.TH lMPORfED SELECT BACKFILL MATERIAL COMPACT BACKFILL ro 90% MINJMUM RELATl!s/E CQMPACl'ION -ro THE EXISTING TOP OF VAULT ELEVATION. CONTRACTOR .SHALL INSTALL STAMPED CONCRB'E (A$ REQU!RISD} TO MATcC-H SURROUNDING STAMPED CONraETE. CONTRACTOR SHALL PUNC.H/JACKHAMMER Tcl:IREE {3} EO!JALL Y SPACED HOLES THROUGH THE ID<lSTING CONCRETE OR OOCK FLOOR OF THE VAlJLT. MJMMUM AREA T'O 'El£ PENl:Cffi,lfPEID SHALk f3E 4 SQ. FL CITY MAY El£ REQUIRED TO PERFOJW SUBSTANTIAL B:WA$S PlPfNG WORK FOR CO\'fFR,A;CTOR 1'0 C©MPLflE WORK AS SUCH. CONTRACTOR MUST NOTIFY CITY AT LEAST ONE MONTH PRIOR TO PERFORMING. ANY WORK RELATEEJ. 1'G Tl'IE l'mCYGLED WAT£R DISCONNE:CT VAULTS. CONTRACTOR SHALL .COOROINArE HIS WORK WITH THE .CITY .AND SHALL P,EJRFORM SAME IN ACCORDANCE WITH CITY STAWDARDS AND PER crrYs D!RECT!ON, M-11 P.E. ___ EXP. DATE REVIEWED HY: lt,tSPECTOR DATE Ef'!QNA l!JASlN. WATER RECLAMATION PROGRAM; .PHAS;E II ~l REC'i'.CLEO .AND POTABLE WAT.ER PUMP lSTATIQNS DISCONNECT VAULT DETAIL ~DBM: AN:> ·PONSETTIA LA1'EI , " ' , ... ,, ,, . . I N C O· R ·p O --R A T 'E ,f) Al"\PRl:IVE:D: • WILll!<MalJMMER 1---~f--------+----------------4-------l----1----~f-------l 1-4oti_!'i<'-£~(i!l._.J,!flJ.ll;_~Flil! __ ...... -·z6:... _:-,. .. _ _;.,,:;· _.:;:;:1/4,t._ .ii· ill. 11!11. !l!!!Tlt::1c-b.---9t.,t1t1-(J#, OEl"U~'i: Cl:f'r' l,Nit;tNE:El!" fl'r 21!1"7:6 EX? .. 03-31-06 DAlI: ;o,wrsi •ii?!': SPK PROJECT NO. DR-AWIN,G NO.,. APP~O'<'ELI BY REGIST[RED. ENGINEER DATE TNITIAL EN(,!NlffR OF WORK REVISION DESCRIPTION DATE INITIAL JNIJlAL OlHER APPROVAL aTY Al?PROVAL .t~ .:i: ~:= ~889/3910 409-6 II .., [2 !:'.: "' 0 '-Cl cc ,,., I 0 "' <Xl " ,,., I 0 <D "' BAR SIZE 4 5 6 7 e Q 1 10 BAR LAP * LENGTH f'c=3000 PSI f'c=4000 PSI 22" 19" 29" 25" 36" 31" 4.3" 37" 62" 54" 72" 62" 81 " 69" 89" 77" • UNLESS OTHERWISE SHOWN ON DRAWINGS. REINFORCEMENT SPLICE CHART .D l, " '°", x[ "lrr,::::;:j .. - BAR DIM. SIZE X* #4 12" #5 12" #6 14" UNLESS OTHERWISE SPECIFIED ON DRAWINGS. REINFORCEMENT HOOK CHART N.T.S. NORMAL REINF. T z ~ 0.. ' WI wl u, I i SAME AS HORIZ. REBAR, SPACE @ 24" 0.C. PROVIDE IN WATER SEARi NG STRUCTURES ONLY. SEE PLAN ~= • • • •' . . __ ( ,-. ~-/ 14" I I I • \ • :~ TYPICAL -, CORNER REINF . • z • ~ 0.. • w w {/) . • --• • • ' L ir~ I • • • • • • TYPICAL CORNER REINFORCEMENT TYPICAL WALL INTERSECTION REINFORCEMENT N.T.S. NOTES; 0 CUT NORMAL REINF. AT OPENINGS: As, AND As2 = As1 OR As2 , 1 /2 AREA OF CUT BARS TO BE ADDED ON EACH SIDE OF OPENINGS. @ ADDITIONAL BARS As, AND As2 TO BE PLACED: A. AT ~ OF WALL OR SLAB WHERE ONE LAYER OF REINF. IS PROVIDED. B. AT EACH FACE OF WALL OR SLAB WHERE TWO LAYERS OF REINF. ARE PROVIDED. (v WHERE PIPE INSTALLED THROUGH A BLOCKOUT PROVIDE A 2"x4" KEY AND SANDBLAST KEY AND PIPE. COAT WITH ACRYL 60 FOR BOND TO CONCRETE. PLACE CONCRETE OR INSTALL SAND/CEMENT ANO ACRYL 6D MIXTURE. 2"x4" KEY SHALL INCLUDE 6" WATERSTOP WHEN SUBMERGED. 0 THIS DETAIL TO BE USED ONLY WHEN NO OTHER DETAIL IS INDICATED ON THE DRAWINGS. BAR SIZE 4 5 #7 #8 #10 DIMENSION a b c 27" 15" 27" 32" 18" 36" 38" 24" 48" 45" 30" 63" 57" 38" 80" 73" 48" 102" N.T.S. • I -''('' (BEND AS REQUIRED AT CONSTRUCTION I JOINTS OR OTHER OBSTRUCTIONS) ,--~~--i ABRASIVE SAFETY NOSING, CAST IRON, 4• WIDE WITH CONCEALED INTEGRAL ANCHOR AND CROSS HATCHED SURFACE, AS MANUFACTURED BY GRATING PACIFIC, CONCRETE LANDING AS SHOWN ON PLAN INC., OR EQUAL ,r\;-•--; 11 1/2" CLR. -R=l/2" / " ./ t112CLR. /r--,:--,--=ffl .. ""' -v BEND AS REQUIRED ../i Y AT FOUNDATION e---~-.-, NOTES: 0 CUT NORMAL REINFORCEMENT CLEAR OF OPENING . (D DIAGONAL BARS TO BE PLACED: BAR DIM. SIZE y #4 16" #5 16" #6 18" #7 24" #8 30" A. AT ~ OF WALL OR SLAB WHERE ONE LAYER OF REINFORCEMENT IS PROVIDED. B. AT EACH FACE OF WAILL OR SLAB WHERE TWO LAYERS OF REINFORCEMENT ARE PROVIDED. (v UNLESS OTHERWISE NOTED, SIZE OF DIAGONAL BARS SHALL BE THE SIZE OF THE LARGEST NORMAL REINFORCEMENT BAR CUT. IF NO BAIR CUT, THEN USE #4. 0 THIS DETAIL TO BE USED WHEN NO OTHER DETAIL IS SPECIFIED. -i---r '" /-#4 NOSE BAR .J l I STAIR WIDTH MINU~ UNLESS OTHERWISE SPECIFIED ON DRAWINGS NOTE: 1" (TYP.) --i CONCRETE STEPS SHALL RECEIVE A STEEL TROWEL FINISH FOLLOWED BY A LIGHT BROOM PARALLEL TO NOSING TO PROVIDE A NON-SLIP SURFACE. #5 @ 12" 0.C. _; EACH WAY CONC. FOOTING (3 SIDES) NOTE: DIMENSIONS AND SLOPE ARE TYPICAL UNLESS SHOWN OTHERWISE ON CONSTRUCTION DRAWINGS. DIAGONAL REINFORCEMENT AT CIRCULAR OPENINGS TYPICAL CONCRETE STEP DETAIL TYPICAL CONCRETE LANDING I ...J >-w '-'>W z >-w {/) ...J ...J 0.. w ~is .o CL u. I= 0 I--__ _t I 1 1 112 .. • l BOTTOM REINFORCEMENT OVER DOWELS N.T.S. TYP. LAP SPLICE UNLESS \ NOTED OTHERWISE SEALANT STRIP IN ALL WATER l II BEARING STRUCTURES AND SEE DETAIL HEREON. I N.T.S. -ALTERNATE WATERSTOP LOCATION. 1" MIN. , CLEARANCE FROM ALL REINFORCING. WHERE SHOWN ON DRAWINGS. I~ ' I WATER SIDE f ~=::::~::;(l,1k3df:;j1.::.'-=-=-=-=-= .:....,.... -_ --l"it---:! --+/;;;;;~lf;;;;;;9~ ,:, _rf-' -----.:,,;:~: f-~~ *"""1:1 ===---1:t I i + -__ .J/1/ \\ OUTSIDE \ 2 x BEVELED KEY \ WITH WATERSTOP / 1~ 6" WATERSTOP IN \ I WATER BEARING 3/4" CHAMFER ---1 STRUCTURES ONLY NOTE: HOLD WITH 18 GA. WIRE TIES (TYP.) CLEAN AND ROUGHEN CONTACT SURFACES OF JOINT BY REMOVING ENTIRE SURFACE AND EXPOSING CLEAN AGGREGATE SOLIDLY EMBEDDED IN CONCRETE. USE WATER OR SANDBLASTING FOLLOWED BY WASHING AND SCRUBBING WITH STIFF BROOM. COVER AND PROTECT WATERSTOPS FROM DAMAGE. N.T.S. SQUARE POLE (11 GAGE, MIN.)~------... WEATHERPROOF RECEPTACLE ---- AND GASKETED COVER WHERE ~~--i INDICATED HANDHOLE WITH GASKETED COVER 1" THK. NON-SHRINK • 0 I I') II II II II H U !! !! :: II II II II II II II V . - ,-GROUND LUG ,-BUSHING _/.,//,,,,,-·-- 1" CHAMFER ,,,,,,.,✓-- GALVANIZED ANCHOR BOLTS WITH DOUBLE NUTS PER POLE SUPPLIER ._ 11 11 , ;-FINISHED GRADE 11 11 1/ PER PLAN ===i======~=J==~ II II . ii :! ~::::~:::: +-~i----+ ~ r SCH. 40 HDG RIGID STL. , II " 1 CONDUIT (DOUBLE I ' • 11: ,., ~ ) ADDITIONAL REINFORCEMENT AROUND RECTANGULAR OPENINGS TYPICAL WALL KEY TYPICAL CONSTRUCTION JOINT ,:,,7• t,'s, ;1.,--~:P;iDSTL . ·-!c===c-~~ .,, . '" s-~~.!'.,,&~~ ADAPTER (TYP) NORMAL -1 REINF. \ \ ( . N.T.S. 4 DIAGONAL SEE DETAIL HEREON BARS ·-IF d CANNOT BE OBTAINED BECAUSE OF BASE SLAB INTERFERENCE, INSTALL FOUNDATION DOWELS NOTES: 0 CUT NORMAL REINF. AT OPENINGS: As1 ANO As2 :.. As; OR As2 , 1/2 AREA OF CUT BARS TO BE ADDED ON EACH SIDE OF OPENINGS. @ ADDITIONAL BARS As1 AND As., TO BE PLACED: A AT d: OF WALL OR SLAB WHERE ONE LAYER OF REINF. IS P1'0VIDED . B. AT EACH FACE OF WALL OR SLAB WHERE TWO LAYERS OF REINF. ARE PROVIDED. @ WHERE PIPE INSTALLED THROUGH A BLOCKOUT PROVIDE A 2")(4" KEY AND SANDBLAST KEY AND PIPE. COAT WITH ACRYL 60 FOR BOND TO CONCRETE. PLACE CONCRETE OR INSTALL SAND/CEMENT AND ACRYL 60 MIXTURE. 2"x4 • KEY SHALL INCLUDE 6" WATERSTOP WHEN SUBMERGED. 0 THIS DETAIL TO BE USED ONLY WHEN NO OTHER DETAIL IS INDICATED ON THE DRAWINGS. BAR SIZE #8 #10 DIM. d 22" 27" 32" 38" 45• 57" 73• ADDITIONAL REINFORCEMENT AROUND CIRCULAR OPENINGS N.T.S. ~ 48 hoursB[FQR[excavation ~ Clll '"'°"""" ""°' ••rl Lh' 1-(800)422-4133 N.T.S. 1-MAX. ALLOWABLE CONCAVITY = 1 /8" I .. ·----SEALANT PER 1-' 1 1--" SPECIFICATIONS I L I I I • +- ~ \ T J I , 1 f---PRIME EDGES 1l/2"_I \ ~ i,.._ 1 /8" MAX. IF DESIRED I \ ' JOINT LOCATION ,---1 1-· --APPLY BACKER TAPE WHERE CONNECTING I TO EXIST. CONCRETE I I _ ... "-CONSTRUCTION/CONTROL i--·· JOINT TYPICAL JOINT SEALANT DETAIL N.T.S. N.T.S. CONCRETE WALL ---,_, __ • ---------- PACK WITH -~--- NON-SHRINK EPOXY GROUT NOTES: . ---·- . v.- 1. JOINT SEALANT SHALL BE TWO COMPONENT RESERVOIR GRADE, POLYURETHANE ELASTOMERIC SEALANT, AS MANUFACTURED BY SIKA, SELECT PRODUCTS, OR EQUAL. PROVIDE BACKER ROD OR TAPE AT BACK OF JOINT SEALANT. 2 LINK-SEAL SHALL BE LOCATED ON SIDE OF WALL/SLAB THAT WILL BE PERMANENTLY ACCESSIBLE. LINK-SEAL SHALL BE FOR CORROSIVE SERVICE WITH EPDM RUBBER AND STAINLESS STEEL BOLTS AND NUTS, AS MANUFACTURED BY THUNDERLINE CORP., OR EQUAL. SLEEVE DIAMETER SHALL BE PER MANUFACTURERS RECOMMENDATION. TYPICAL PIPE PENETRATION DETAIL,, 1" N.T.S. J . ',_ SCH. 40 PVC CONDUIT l POLE LENGTH D H 7' 17' 24" s· -o" 24" 6'-0" I D.. I .3" CLR.~.,,_,a ... _., ~ #4 CLOSED HOOPS -~ ,, SPIRAL @ 12" O.C. 6-#5 VERTICAL BARS, -· , EQUALLY SPACED • .. OR CONT. LIGHTING POLE FOUNDATION DETAIL N.T.S. P.E. __ _ REVIEWED BY: INSPECTOR ~ S-1 "AS BUil T" EXP. ___ _ DATE DATE fsi=iml CITY OF CARLSBAD fsRill5l 1---+-----+----------------+-----l---+---+-~--1 ~ ENGINEERING DEPARTMENT ~ ~1:::;MP::R::O:::;VE~M:::;E:::;NT~P:=LA=N::::S~F:=O::R:======='....':::::== ENCINA BASIN WATER RECLAMATION PROGRAM, PHASE 11 BRESSI RECYCLED AND POTABLE WATER PUMP STATIONS KR.ItGER. STMOAAD S1RJClUIAL DETAR..S ~TEWAR.T INCORPORATED APPROVED: WILLIAM E._.ELUMMER v.y· ..... ~ Ak?,,;.,e r ~ .1'1' 2 Jo ,,,. 3602 Unlver-slty !we. • Riverside. CA. 92501 • 951-684-6900 DEPUTY CITY ENGINEER PE 28176 EXP. 03-31-06 -7_ ,.,,. •~':.. r, X ..,....-T .. APPROVED BY • REGISTERED ENGINEER No. 37263 DATE 9/03/04 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: SFM CHKD BY: JCR RVWD BY: PES PROJECT NO. 3889/3910 DRAWING NO. 409-6 ... 0 0 ,,, ... 0 '• \:i CJ 2' (/} ,,, I g 00 i L ' ' 1:; DOOR SCHEDULE No. OPENING SIZE (2) DOOR (3) TYPE ( 1) f----~--+---~---'-~--- WIDTH HEIGHT WIDTH HEIGHT HARDWARE 0 NOTES: SINGLE DOOR 3'-4" 7'-4" TYPE 3'-0" 7'-2" HW-1 1. DOORS AND FRAMES SHALL BE COATED PER SPECIFICATION SECTION 09900 AND COATING SCHEDULE HEREIN. 2. SIZE OF CONCRETE OPENING. 3. DOORS SHALL BE HOLLOW METAL PER SPECIFICATION SECTION 08100. 47'-3" ·----------------------------~~-~------···-·. -------------------.. ·-------------------------" '-1.92173.92 RWPS [.50648.01 RWPS N.92233.14 PWPS E.50707.57 PWPS 297.13 FF -------------- . • • >---'----, • • . . f--------,1~ ·. . !_. #6 @ 12" o.c .. -,-., • EA. FACE , >--------< • co I N • ... I .... • • f------ • • f--------1 :z _,. _---l • • g -' • • • • f------ . •f------ l .. >------ • • • • / • • • <D I 0 // 297.13 FF • • • • NOTE: 5'-0" __,J • • __ RAISED CONCRETE PAD. TC 297.42 BACKFILL ADJACENT TO BUILDING WALLS SHALL NOT COMMENCE UNTIL BUILDING STRUCTURE IS COMPLETE, INCLUDING REINFORCED CONCRETE ROOF (MINIMUM 28 DAYS CURE). SQ. (TYP.) 297.13 FF --1 o.c .. __,J FOUNDATION PLAN SCALE: 3/8"=1 '-o" \ \ I \ \_ 1 /2" THK. EXPANSION JOINT MATERIAL AROUND CONCRETE ENCASEMENT (TYP.) \ -:..- 1 "' 8' -5" \\ • • • • • • • • • • 0 • • • • I ' • ---\---___ ,..., • ' co N / "' ~R RWPS \\ \ \ \ 297.13 C.J. WITH I SEALANT STRIP 3'-9" t~ PWPS • • • • •• •• • • • • \ \ 1' / \\ ' • \ \ 11 • • ' : 297.00 TG \ l . ' . 6'-0" • • • • • • ' • • N I "' • • • • • • • • • ' \0 I <D • ,j r-#7 @ 12" o.c .. EA. FACE • • • • • • • • ,.........,_;,,-.., (J) : (/) ~:~ ~ "' (L 0 ~~ I • • ; : N 0 0 N I I SURGE TANK SUPPORT -.~l, 5'-8" SADDLE (SIZE AND / ''--' "c-----"----'----~, , SPACING PER TANK / I \ "' "' MANUFACTURER) ;' \_ , I \ • ' l u:, r----+----7 ~ I I-+----+----+--,~: I L ____ j_ ____ _J r.o I ' . I / I ~, ~/ I !I I\\,, ..,_, 3' -0"* 3' -0"* • • • • • • • • • • • • • • • • • • • EA. FACE o.c., D i---~~---" • • IL #6 @ 12" @ 3'-7" S-4 5'-0" i----~--------- • • • • • • • • • • • • • • • • • • . -. I I I ' N I "' ' ------+ ' <D I <D '·. N.92122.50 RWPS \, E.50660.85 RWPS N.92245.69 PWPS E.50656.08 PWPS \ #7 @ 12" o.c. ' N ' 0 I :,,. N I 1© . I /I 1 /2" EXPANSION JOINT MATERIAL (TYP.) 1·~-_._ -_-_. ~-,-_,_~_L_ i EL. 298.00 24" STD. WT. ---- PUMP CAN, CML -------··-____ _ #5 CLOSED TIES @ 12" 0.C. - {HORIZONTAL) 12-#5 VERTICAL BARS ----_ • \ . ~---- \ -------. C-1-. .•• I EQUALLY SPACED, WITH ----·---,-, D ONE BAR IN EACH CORNER. • 8-#5 U-SHAPED BARS -•• LAPPED WITH #5 VERTICAL · .. · •. REINFORCEMENT -•. -_-• "...._,1'1 • AWWA C207 CLASS E BLIND ~ FLANGE WITH 4 EQUALLY '·, SPACED 3/4" DIA. WEDGE , ' ----I-_ _._ - ' (PUMP CAN FLANGE) • • . l /; #5 HOOP BAR AT SUCTION / ! PIPE (LAP BAR ENDS 24") .// / • 6,,4--,-.,-1-.---,.~ • V " ' ! ' CG EL. 292.00 --ry-T----- ' • ' ~ -f--2" CLR. • I 3 \~ 1 S-5 (TYP.) ··--·-1 6" SUCTION EL. 288.25 ANCHORS. BLIND FLANGE 'f ·. SHALL BE FULLY WELDED "' ·,._ • • (BOTTOM OF SUCTION BELL) (INSIDE AND OUTSIDE) TO • 24" PUMP CAN TO PROVIDE SPECIFIED PRESSURE RATING. PROVIDE ANCHOR BOLTS WITH DOUBLE NUTS AND OVERSIZED FLAT WASHERS FOR SETTING PUMP CAN I l • • !I,' ,4-----!''---.!.• -+-1'· ' I/ r') SQUARE AND PLUMB. // 411. : •• • • Ll ~~ /// ,.._. ______ _ 1 1/2"± NON-SHRINK GROUT. · ~////1 I !_ 3" LEVEL PUMP CAN BEFORE • . 3' -6" CLR. PLACING CONCRETE IN SIDE ' WALLS. ,/ 4-#5 BARS (CONT.) TOP AND ../ BOTTOM, EQUALLY SPACED SECTION -PUMP CAN REINFORCEMENT SCALE: 1/2"=1'-Q" r 2• CLR. (TYP.) 24" STD. WT. _,,// PUMP CAN, CML SECTION • • • SCALE: 3/4"=1 '-0" • • I • • 3'-6" SQUARE ,-12-#5 VERTICAL ,1.· BARS ' ,-#5 CLOSED TIES · 1, @ 12· o.c. • EL. 286.75 ------------- (BOTTOM OF SUCTION CAN) EL. 286.35 TC ---- - 8-2 "AS BUil T" P.E, __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE ~ CITY OF CARLSBAD fsHrn5l j-----t----+----------------+---f---+--+----l ~ ENGINEERING DEPARTMENT ~ ~='--'====================='--'====~ ~ 48 hoursBEFQREexcovotion lh' 1-(800)422-4133 CALL Underground Service Alert KR.Il':GER. ~TEWAR.T INCORPORATED 3602 University Ave. • Rlv.n:ide, CA. 92501 • 951-684-6900 APPROVED BY .1un.1 ._r; ' REGISTERED ENGINEER No. 37263 y ·v DATE 9/03/04 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL DATE INITIAL CITY APPROVAL IMPROVEMENT PLANS FOR ENCINA BASIN WATER RECLAMATION PROGRAM, PHASE II BRESSI RECYCLED AND POTABLE WATER PUMP STATIONS EOUIPt.ENT BlJll.DNl FOUNDATION PLAN MO SECllONS APPROVED: WILLIJ:<M E._E>LUMMER -U!!"/4:i . l".. ~s • -9-Ltl-,M DEPUTY CITY ENGINEER PE 28176 EXP. 03-31-06 DATE OWN BY: SFM PROJECT NO . DRAWING NO. CHKD BY: JCR RVWD BY: PES 3889/3910 409-6 -II :,; Q_ m 0 ... ~ "' cl ... C) ct ~ ~ <.::; ci 8: ~ :,; .... :;..: "' ~ ~ ::; ,,, I 0 <O ., ~ "' t;! w "' a, I ,,, 00 .,., I 0 "' 00 ~ ~ c:, ]-. ;: . ' ' ' ,.j ;; ( • ' • .. , ' :-<i,; -'If, T , .. _ 47'-3" e-.-------------- - - ----------------------------.. -·----·-·---·-----------------------------------------------1 ' 0 I N N I • I i 4' -6" 2' -1 o" 3' -o" 4' -o" 3• -o" f------~--~-~~-~~--~~-~-~-~-~----+-------4• -o" CIB. QR. 1 2" 2'-6" 12" OPENING OPENING 308.40 TC I \ I \ \ , CLR. OPENING 308.40 TC -----------\----------{ 2' -o" CLR. ' 0 I "' @,,_ 308.45 TC ' N \ \ 6" (NTS) ___; ~ . - .....,__ 6" -----J ;-C.J. WITH : / SEALANT / STRIP OPENING -+------+---~----~-+'+I• - • --1--~ ----------- "' I a, " z z "' w I~ O,• '"' . _J (.) C.J. WITH~ SEAL.ANT \ STRIP I ----- l " ' 0 .z 1SZ I \ ·- \ ' \ I ' i I . I I ' I ' I \ I \ I I I I ' I . \ / \ / . \ I \ I ' ' \ I \ ' i I . • \ I I --H--H--H-H-H-H-lf-+'-+;-_-:-_-:--t_-:-_-:-_-:-_t--4!-l+--H--ff--H--lf---H+-H--I+-~ . ' -a, I \ I ' . -HHHHHHHt---_ + ____ -_-if+-_*_-,_ ft,-!i_H+-_-,_ ft_-_*_ .. ___ *_----l)t----~ -. ! ,_ : . i - '1· /(~-#7 @ 1 2" o.c. -t-t-t-t-t-+-+-+--+--+-++-+-t-t-+-+--+-1---t--t' _,' >_.1-l EA WAY, TOP AND ! --BOTTOM (TYP.) I I - • ' - : ' PUMP I \ PUMP I ' ; ' ; ' \0/ ; ' \0./ ; " " " " 3' -0" CLR. OPENING " " 4' -8" ffi_ / (TYP.)~ I 2·-0· CLR. OPENING #7 CONTINUOUS . -- 2'-0" I I '-"I o u: zl ~I .J ~I N Ua.. ,oi I I I I I I I I I I I 12" 5'-0" 308.45 TC I ,----- I I I I I I I I =-1 . uW ... 0.. 0 I -r- I \ I \ ; \ ; ' ; ' ; ' I ' I ' .. ~/// \'-_/ I ' ' _....Lf!_ I_!_ I I 4-_1_,_1_w.-1 '1 ,_,_,_,_,_, '-EQUIPMENT ACCESS '-----+•,,,:-_,.l4-I~~: I HATCH, DOUBLE ' (D I ,.., -,,, --' -" • . z 0 fr:'.-I _Jz uW N 0.. 0 ---------l'C"----:;,i ~=!F==#=::j:j:::j:HrHHf-fHt-'---._ / 1-tt-lt-tt-tt-tt-tt--i ,, / " '-..._ I ............,_+t-tt-t+--++- ' 0 I N I ----------r .... . ---- ---r N1 • -i -- \ . . . - . . . - ' ~ . co t I ... . . . ', ,✓ :: I "' / #4 x 4' LONG DIAGONAL BAR 0 TOP ANO BOTTOM AT EA . CORNER OF EA OPENING \ '-2-#4 EA. SIDE OF VENTILATION OPENINGS I I LEAF L~J I I ! I I I I I " □ 'o .z I I 1 "'z 1 1 I N~d-~--+I --+I-+-. I I I ' I ------------------------' I I I I : I ' 0 I l{) 7'-0" CLR. OPENING ,-C.J. WITH SEALANT / STRIP I -, -, ZEE 5"x3"x3/8" .·--'--1_1_ !'1':!_1---'--1!'--=-1_1_1 1 <~I_I_ -_1_1_1_1_1_1_1_ --1_1_1~ 1-1-1-1-1-1-·-·HI -1--1-1-1--I-I- L 5"x3"x3/8" 111-111·1 1 11 1 ! 1V 15" I 308.45 TC ' N ----REMOVABLE 3/8" THK. ALUMINUM CHECKERED PLATE COVER (3 INTERLOCKING SECTIONS) ' 0 I N N li=======~·f:=~1~~==1 b-fd-±fe-t:J-~ ---· ~ t-.·. 1-1-', -',-',----~f'· ]~~-, I "I I--1-1-1-,-1-~ -1-1-1-1-1--I I I I I I I , I L 5"x3"x3/8" '2_-_!,. +±~±f±+±+±~=+±N I I I t'l't I I I tc '1 Bltl I --+-~ -I--+---I \-/1: I :1·: ·1·: I:--: T~T l_l_i°_l_j_l_i_l_-(_l_-j_-j"_I_ I 1_1_1-'..I_I_I_I_ I_I_ I -1_1_11_1_ ~=L=5:;" x:3:':' x:3:::/:8:"==::j~ij +~1~ + l:f l H+I--i1"_!_i' =1 t=-T-7=r- 1i~i_!_j~-I _!_ J _1_,_1_1_1_1_1_,_1_-,_.f_i_"if!-1-1-1-1-1-1-1 1111111111-:-,1~ ' 0 I ;,. N \ 308.67 TC ' I \ \ L #7 CONT. TOP AND BOTTOM i ___i I I L_ \ s y 1_1_1_1_i_i_1_l_1_l_:f1~ ! '\..::-4 '!l1_l_1!1_l_·i·_!_:l1!1 , - - - -t----l~l~~~'f:!fy,1----t--------------+ 308.67 TC I 4' -8" : 308.69 TC • ~----------~~~-~ ,1 (TYP .) I N '~---+----'-----',,-------------t----\--------------'~-~ '-_ / \ 308.69 TC (TYP.) 7'-7" ! 2'-6" 11'-6" 2'-6" 4'-11" 4'-o" 2'-0" 2'-0" ~-~-----··--------+-~~~-+-----·-··--------~~~---------------1----=-----''-~----"----'--"-----·------------'---~-~~~-~-~-CLR. CLR. CLR. CLR. --1 OPENING OPENING OPENING OPENING NOTES: 1. HATCHES FOR STAIRWAY AND PUMPS 1-3 NOT SHOWN FOR CLARITY. 2. MAIN REINFORCING SHOWN AROUND STAIRWAY AND PUMP No.1 HATCH OPENING ONLY. REINFORCING FOR REMAINDER OF ROOF AND ROOF OPENINGS IS SIMILAR. 3. TRIM STEEL SHOWN FOR PUMP No.3 AND GV OPENINGS ONLY. TRIM STEEL FOR REMAINDER OF ROOF OPENINGS IS SIMILAR. ROOF PLAN SCALE: 3/8"= 1 '-0" I ' "< ... ~~ RWPS PWPS C.J. WITH SEAL.ANT , STRIP I I L 9/16" DIA. HOLES, 4 PLACES EA. COVER SECTION FOR HOIST RING ATTACHMENT. FILL HOLES WITH 1 /2" DIA. ST. STL. ROUND HEAD BOLTS AFTER SETTING COVERS. CAULK SOL TS FOR WATERTIGHT SEAL. CONTRACTOR SHALL FURNISH OWNER WITH 8 HOIST RINGS. EACH HOIST RING SHALL HAVE A MINIMUM WORKING LOAD CAPACITY OF 2500 LBS. AND SHALL BE PROVIDED WITH 1 /2" THREADED SHANK, FLAT WASHER, AND LOCK-NUT. HOIST RING SHALL BE McMASTER-CARR MODEL No.3052T81, OR EQUAL. S-3 "AS BUil T" P.E. ___ _ EXP DATE REVIEWED BY: INSPECTOR DATE ~ CITY OF CARLSBAD ~ i----+---+----------------+---t----+---+-----1 ~~==5=:'..':::::=::::::E=N::::Gl=N:::EE:::R=IN=G:':::::::D:::E=P=A=RT=M:::E::N=T==='-=~==6=: ~r ""•BEFOREuoo.rtloe 1-(800)422-4133 CALL Underground Service Alert -...., :;.., KRIEGER ~TEWART INCORPORATED 3602 Unlven11ity Ave. • Rlvwn111de, CA 92501 • 951-684-6900 APPROVED BY REGISTERED ENGINEER No . "i7263 DATE 9/03/04 DA TE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL IMPROVEMENT PLANS FOR: ENCINA BASIN WATER RECLAMATION PROGRAM. PHASE II BRESSI RECYCLED AND POTABLE WATER PUMP STATIONS EQUIPMENT BUILDING ROOF PLAN AND SECT10N8 APPROVED: WILLIAM ~MER -.4tU-"'7-T., r 2,.,. '-= 9-/(2-,?4 DEPUTY CITY ENGINEER 7Efau6 EXP. 03-31-06 DATE OWN BY: SFM PROJECT NO. DRAWING NO. CHKD BY: JCR RVWD BY: PES 3889/3910 409-6 . !i I ' i' .. <.S ~ JOe.67 TC \ \ ' m I ;,, I • • • • • • • • • '-".''---#6 @ 12" O.C. • • • <----2" CLR. (TYP.) , • ~ #6 @ 12" O.C. EA. FACE • • • • I~ -- ----- ----------1----- ----- -------~' / I I SURG6 TANK I \\ • • I--------- - 22· -o" -~-------------------~ 308.45 TC • • , • ~ #6 @ 12" o.c. . h / EA. FACE @ 6" o.c. • • • • ~ '--2" CLR. • • (TYP.) • • -II • • • ' O'.J • • EA. WAY, EA. FACE #6 @ 12" o.c. _f • EA. WAY, EA. • • FACE • • : I : : I : I 1 1 ' • ;-#6 .. VERT. / 12 o.c .• DOWELS @ EA. FACE (/) Ct'. w (/) • • • • y-#6 VERT DOWELS @ -12" 0.C., EA. FACE • ' (TYP.) • • ; 1 /2" EXPANSION JOINT , • • • 'e-----28"* _ _, ,/ 297.38 TC / MATERIAL (TYP.) 'j' / C.J. WITH 1 / SEALANT • • ///1// 29_7_._1_3_FF_ __2_9_8_.+-0_T_C_~ I 297.13FF __ : •• / ~T~l~;;.P.) ::g·~;:::~='.;/;:::::::;::==;;:::::::::;::==;=:j ' lf=============··:::':l·t::n· 1 __ 1 (TYP.) .I; • • • • • • • • I • • • • • • • • • • -------r • • • • j • • L 3" CLR. (TYP.) • • • i ' i • ~i ~==·==· ==·=="::±l;::::::'==·==·=~~~-J _J 1--;v __ • PUMP CAN ENCASEMENT \ \ \ #9 @ 12" O.C. --EA. WAY, TOP AND BOTTOM (TYP.) SEE SECTION B SECTION SCALE: 3/8"=1'-0" #7 @ 12" O.C., TOP AND BOTTOM (TYP.) DWG. S- h- (£fl) • (J) I ,,., +------, ANCHOR sol T-s1zE.-----------: ---f ', 1 / SPACING A1D EMBEDMENT 1 : \ / PER TANK ANUFACTURER / ' / I ' m · · m , 297.63 TC , JJ 11 / 1 1 THK. (Ml'N.) NON-SHRINK II l_L 1 -------, II// GROUTPADl(TYP.) II I I • • • • • • • • 297.13 FF • ol/ (TYP.) • • • • ' "' I ;,, _297.13 FF',, 1 !! y'..-,L------______ ' !! ' _,-• #4@ 12" 0.C. \, • • / CONSTRUCTION -:::,, I~ ii_ J_ "I / 297.00 TG / FLOOR N I ii // EA. WAY (TYP.) f-1 1 /2" • • / JOINT '' ~/ • / / DRAIN -/• 297.63 TC 1 • • ( ) l~~~:::_~j=• ==•=~•~~•==!=•=1==•~!•::::::=~ :i Ii:;:'.-==•==•==•=~•~~• =j=•=\==•~=•~==•==•~=•==•=~:='~~:~ --,~-'!---'-~ TYP. • • • .-• • • ~-• • • .-• • • '-. i • • - • • ' . ' o" (TYP.) I \ o ' I ! 3 .. \J'I) I le_ #3 @ I (TYP.) I 3'-0" 12" O.C. I 3' -o" ' I CLR. L #9 @ 12" O.C. EA. WAY, TOP AND BOTTOM 5• -6"*(RwPs) -------~-i-1 ~----g-• -_o_·_·•_,_(R_W_P_s~) _____ ___,__I _____ 8_' -_6_"~•("-c-R_w_P_s~J ____ _ 8' -o"•(PWPS) 5' -O"*(PWPS) 11 • -o"•(PWPS) SURGE ARRESTOR SECTION SCALE: 3/8"= 1 '-0" EL. VARIES 308.67 TO \ 308.45 '\. 7-#7 CONT. TOP AND BOTTOM, EQ. SPACING 4'-8" c--------7-#7 CONT. TOP . 7-#7 CONT. TOP --i 8-#7 CONT. TOP -. -, #7 @ 12" O.C. -@ , AND BOTTOM, EQ. \ AND BOTTOM, EQ. AND BOTTOM, EQ. 11 I / TOP AND BOTTOM 1/ S-5 _1/ r-2" CLR. , (TYP.) \ SPACING \ \ SPACING , SPACING\ 1 ;:,, 1 / J , EL. VARIES 308.67 TO 308.45 :o-• --' • • • • • • • , • fi'::," ----7=i::::::;.::::::;.d:~D1•w•i:::il~~,~ c:,=11==:::::i::EI•::i•::Ii•w•::::::;•=:i~~\:c=11===i=E1•::::::;·::::::;·d.,D•i:::.::• -::iiJ;0:.:===1,===~;,~.t;"=i..,.•.:-::;-+VA·r-'::;.,:-:-:""l•-:-=-=..,.•.:-::-::-::;,c;:-:J::,\~-1-1-·:::, :::-:-:-:-:-:-:-::-::-::-:::-:::-:-:::::~.--. 1 --'--f-+-+,~'=--·=----'''----'''----'''----'"'----'"'---'"'---'"'-'-------'--=-' -=-· -=-· -=-· --=-·---=·---=·'-'----' __ ...J....:':........:"'----''=-'=-=-· -=-· -=-· -'----•-_ _c..::•---=·---=•c..,1--'.'----''=-'=-=-· --=-· -'----~1------+="4-i=,' ---'''-r---='--=-' -.l;'°'-'--'"' • • • • 2" CLR. -- (TYP.) • , #6 @ 12" o.c. EA. WAY, EA. FACE • • r #6 VERT. DOWELS • , / @ 12" o.c .• EA. FACE ' a, • • • , ct PUMP No.1 l i L 2" CLR. • • (TYP.) • • • • • • #6 @ 12" O.C. ~,-_ I ' I EA. WAY, EA. FACE , ___ ---• • #6 VERT. DOWELS , • , @ 12" O.C. EA. FACE\ \ . . ' "' I ,,, I #7 @ 12" o.c. TOP AND BOTTOM ---1----......._ , ' , ' / SURG5 TANK \ ,, I ', L ____ -t'--~-_l I I I ' / • • • r,: 1-,,-#7 @ 12" o.c. ,t· -EA. WAY, EA. FACE • • • • • r #7 VERT. DOWELS • / @ 12" o.c .• EA. FACE I/ __ • • • ' ct PUMP No.2 ~ --'--,,,'✓, ', ',.'(':, ct PUMP No.3 ~-3-#9 CONT. TOP AND BOTTOM, EA. SIDE OF PUMP CAN ENCASEMENT (TYP.) ' • • TANK SUPPORT '-. \ I / SADDLE '-- • • ' ... I ' , 1 /2" EXPANSION , a, I • (', ' , 1 --CONSTRUCTION ' • "' I ,,., • • 297.13 FF I I JOINT MATERIAL i ~-=2c::.9.::.8·c.:;O.::.O_;T..=C_ / (TYP.) 298.00 TC I / I I 298.00 TC I ,,., • ' #4 @ 12" 0.C. \. ; '-...._ j_ / 1 JOINT 297.13 FF '\'-, 1 ----1 • -----· --,_ • • 297.13 FF \\ 6" (TYP.) -I--1 1/2" l--::~/ ________ ___!_! -:;;--;::•-::.--~U'.1i ____ ~\~-~=1=~:::;:;E~~l-=~29~7_6~3~T~C~,~-==='=' ,=',[ (TYP.) • ' ... N • • • • ... \\ \L #9 @ 12" o.c., EA. WAY, TOP AND BOTTOM (TYP.) ' ' I ... • ••• I • •• J • • • • I I 3" CLR. '. -\~•---+---i\--- (TYP .) ' • • • • ••• I ••• • • •• lr.iei" e • e e • • • • • • • • • • • • • • • • • • ' t ••• • \\ , __ #9 @ 12" o.c .. EA. WAY, TOP AND BOTTOM • • • • • • • #4 @ 12" o.c:" ! (TYP.) I ct TANK , '-. ' \\ 'L #9 @ 12" O.C., EA. WAY, TOP AND BOTTOM • • ' ... N 3'-6" 3' -6" 3' -6" 8' -5" 12" 6' -4" 1' 5' -8" 15" ----~-~~-~-1-----------==----------------+---=--1--------==--'------+-------==---------1--"----- 47' -3" SECTION SCALE: 3/8"=1 '-0" NOTE: SURGE TANK FOUNDATION DIMENSIONS ARE TYPICAL FOR EACH TANK SUPPORT (2 TOTAL) ' "' I ;,, • • ,,-#6 VERT DOWELS @ • t~ 12" O.C .. EA. FACE (TYP.) • • • • • • I 297.38 TC //r 297.13 FF . ,/ • • • • • • • . 1 • • I • • • • O" (TYP.) -' L3" CLR. / (TYP.) I #6 @ 6" o.c. J • • • • • • • 2'-3" - • /--#5 @ 12" o.c. / • • • • • • 297.13 FF • • • • • • • • #9 @ 12" O.C. EA. WAY, TOP AND BOTTOM (TYP.) • • ---- • • ' 0) • • I • • • • • • ' ... • • N 16 TREADS@ 9 1/2"=12'-8" C---------------~------------ SECTION SCALE: 1/2"=1'-0" SECTION SCALE: 3/8"= 1 '--0" • • • • • • • 3' -0" I~ /14 NOSE BAR I TOP OF RISER • \\ \ \ \ \ L#5 L 8" AT BACK OF RISER @ 12" o.c. ' • • \ \_ #6 @ 6" o.c. ,__ -'-, , _____ :," . ' "" #6 @ 12" o.c . EA. FACE ffi (£fl) "AS BUil T" P.E. __ _ EXP. ___ _ REVIEWED BY: INSPECTOR °' 8-4 DATE DATE ~ CITY OF CARLSBAD ~ 1-------+----l------------------l----l----l----+----I l_1§_j ENGINEERING DEPARTMENT U§_j ~=:...::::========:::::'....::===: IMPROVEMENT PLANS FOR: ENCINA BASIN WATER RECLAMATION PROGRAM, PHASE II BRESSI RECYCLED AND POTABLE WATER PUMP STATION EOUFMENT BUILDING SECT10NS ~ 48 hours BEFORE excavation lh 1-(soo)422-4133 CALL Underground Service Alert KR.IEGER. INCORPORATED 3602 Unlv9rsity /we. • Riverside, CA. 92501 • 951-664-6900 APPROVED BY===fi~~--~~-.·::::if~,=~•~~==t~D~ATE~t,~N1~n~A~Lt----=:=-::-=:-~-======:-----iJ_o~A~T£E:::_:i~,N~l~TI_A~L;::t:::_~o_A~T£E:::_:i~1~N_1~T_1~A_Ld DEPUTY CITY ENGINEER PE 28176 EXP. 03-31--06 OWN BY: SFM PROJECT NO. 9-/0-04 DATE DRAWING NO. REVISION DESCRIPTION REGISTERED ENGINEER No. 37263 DATE 9/03/04 ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL CHKD BY: JCR RVWD BY: PES 3889/3910 409-6 ::,a le VJ "' I 0 IX) ;-GRAVl1Y 1 /-4" THICK CLOSED CELL NEOPRENE GASKETING, , / VENTILATOR ~---------------------~'-- CONTINUOUS AROUND TOP ·-.. AND SIDE OF CURB , ATTACH VENTILATOR TO -•• F'RAME WITH 1 / 4" ST. STL. • . _ c__-"c----,=a,---------------r=,---__J SCREWS, MIN. 3 EACH SIDE • -··-.. __ A -...... -i. ---...➔ II--1------ 3 1/2"H x 2 1/2"W x 3/16" #4 HORIZ. BAR CONTINUOUS. LAP SPLICES 18" MIN. HDG TUBE STEEL FRAME ALL ~ lit /// 1/2" NON-SHINK GROUT ----_ ___ _ AROUND OPENING, MITER . r·:c_-=E11 __ _'.A".'N~D:'_'.W~E:_L:L:'D_A'.'._T'_::C:'::0'_t:R:'::N_:E'.:_RS=--,~'==~.L //1 309.17 TC CONC. CURB ------__ __ __ ------------ ! • . . L AUTOMATIC ALUMINUM GRAVl1Y BACKDRAFT DAMPER WITH COUNTER "'-'{ 1YP. ALL FOUR SIDES 'E· ·_ . CTION JOINT, ROUGHEN i \ BALANCE WEIGHT. · ACE TO 1/4" AMPLITUDE \ ATTACH TO SUPPORT A __J \, TABS PER MANUF. TO PLACING CONCRETE tuftll (TYP. ALL 4 SIDES) NOTE: ROOF SLAB MAIN REINFORCING NOT SHOWN FOR CLARl1Y 2" CLR. ~ l--- (1YP .) RECOMMENDATIONS \ \ 2"W X 8"L X 3/16''T HDG PLATE WITH 3/8" DIA ST. STL. WEDGE ANCHOR (TWO PLATES PER SIDE) -#4 @ 12" O.C. WITH STD. HOOK •' j L 2" CLR. ROOF GRAVITY VENTILATOR DETAIL / 1' / 1' N.T.s. ,s-3, ,s-4, • ATTACH VENTILATION DUCT · TO CURB WITH SELF - TAPPING PAN HEAD SHEET ... METAL SCREWS (3 PER SIDE) \ HDG L2"x2"x3/8" FRAME ·-.__ \ (MITER CORNERS) WITH - 3/8" DIA. x 3" LG. I_ STUDS AT 12" O.C. 1 . -ATTACH VENTILATOR TO\,· __ • CURB WITH ST. STL. ' I I \ \ ' ' \ / -1 / 4" THICK CLOSED CELL .•( NEOPRENE GASKETING, CONTINUOUS AROUND TOP AND SIDE OF CURB I ! ~--23 1 /2"x23 1 /2" SHEET I I METAL SUPPLY AIR DUCT I )>-~3~1-16-v~--~ 1 3 1/2"H x 2 1/2"W x 3/16" \ / HDG TUBE STEEL FRAME ALL \ / AROUND OPENING, MITER .-__ -_-_-_-,-1 _-_-___ -~, AND WELD AT CORNERS J.--2"W x 8"L x 3/16"T HDG i-----! PLATE ~1-1---+---____ _ ___ j --1/2" ! t/ 3/,s~ NON-SHRINK GROUT < l//"I -·· 2"x1 1/2"x3/16" HDG / -< PLATE, DAMPER SUPPORT / ,. i TAB I -+--+-----,f -0..-~ I - 3/8" DIA. ST. STL. WEDGE ANCHOR 3" MIN. EMBEDMENT #4 @ 12" o.c. ---\, L• .- \ \ ,. \ \ ' r 8-#4 CONT. / EQUALLY SPACED / ! ,-12PR, 16RWS, ~-• • OR 16PWS • • i ! 1'-6" i 6" f-o---~----, (lYP.) I 2 .. I CONCRETE ENCASEMENT DETAIL SECTION A-A N.T.S. 24" 150 LB. ANSI Bl 6.5 OR AWWA C207 CLASS E FLANGE ON PUMP CAN SHALL BE FURNISHED WITH THREADED HOLES. CONTRACTOR TO INSTALL BOLTS DURING CONCRETE PLACEMENT TO MAINTAIN FULL DEPTH CLEAR OF CONCRETE. j <. ' ..?I' I I -I I I I I I I I I I I ~ I I I I I / I ,! I I . / / I / I I I / . I / / / r SLOPE CONCRETE / 1/4" I / /-3/4" CHAMFER · ALL AROUND a a , IJ / / / 7· J-..-3" / / ' CLR. ~ ~- ' C ' 0 I SECTION SCALE: 3/4"=1'-0" I/ l .,/ // / //, / I 3' -6" 1 4-#5 BARS (CONT.) / TOP AND BOTTOM, / EQ. SPACED I / r #5 @ 12· O.C. / / TOP AND BOTTOM V 286.35 TC • ...----, . .---....... ---.... L_f 3" CLR. -1 1 /2"W x 1 /8"T CONT. / PLATE PLUG WELDED / TO CHECKERED (1/2" DIA. @ 12" O.C.) , 3/8" THK. CHECKERED / PLATE (1YP.) I \(/ , // // I"-~ /' T t •,~/-----+-c'-31_,,, s.,,= t\3'---_.,_.,2~ J v 3/15,V 3-12 1YP. 1/4" DIA., 304 • ST. STL. MACHINE SCREW WITH COUNTERSUNK TORX FLAT HEAD, FLAT WASHER, AND LOCK NUT @ 12" O.C. I .. / L , 4 5/8"x3/8" PLATE _j I 2' -0" AT EA. END OF ~1-· .. ___ .JV--~=---=--------~ \~_ 4 5/8"x3/8" PLATE AT EA. END OF ZEE STIFFENER \ SELF-TAPPING SCREWS · / I / I I SUPPLY VENTILATOR / / 1/ 24" DIA. FLANGE ON PUMP CAN WITH _j/ 5/8 DIA. J-BOLT x 18" LONG WELDED ANGLE STIFFENER / I " (MIN. 3 EACH SIDE) • •, \ ',, / / I,,/ ·--r \ --------/ APPLY SEALANT ALL-~-----~ AROUND TOP OF CURB PRIOR TO SETTING SHEET METAL DUCT \ \ \ \ . • \ \ \ \ / \ . f I I I I I \ • I I I / I I I\ I I ! ' I I I I I I I I I 309.00 TC 1YP. ALL FOUR SIDES \ I • . , \[ ! \ : .... --=!=======::i 1 =::::::3;:-::c===~-r7··7·~-~--cc:i-, -~ #4 HORIZ. BAR CONTINUOUS. , •r' LAP SPLICES 18" MIN. f\. • \ I \ I . . I '. \ ~ ~ 1/2" CLR. (1YP.) ,//~ . ->///' // CONSTRUCTION JOINT, ROUGHEN __ / SURFACE TO 1 / 4" AMPLITUDE PRIOR TO PLACING CONCRETE CURB (TYP. ALL 4 SIDES) I,' 2" CLR. - r---5 1 /2" (1YP.) I I-'"" SQ. 214" - - --------------1 OtENING I I 23 1 /2"W x 23 1 /2"D ~' GALV. SHEET METAL l SUPPLY AIR DUCT 2'-11"* -------~-~--------- NOTE: -1 ' \ ROOF SLAB MAIN REINFORCING NOT SHOWN FOR CLARl1Y ROOF SUPPLY FAN DETAIL N.T.S. ~ 48 hours BEFORE excavation ~ 1-(800)422-4133 CALL Underground Service Alert ,-> __l L 2" CLR. #4 @ 12" o.c. WITH STD. HOOK TO CAN FLANGE AT 45• SPACING BETWEEN BOLT HOLES (TOTAL 8) DETAIL N.T.S. 1/ -1 /8" THK. NEOPRENE GASKET J" ,.1,./, 11 2/"/11// / ./ (CLOSED CELL, DUROMETER / / 60) FULL CONTACT AT ALL BEARING SURFACES 1"W x 1/2"T FLAT BAR CONT. (1YP.) --,, / /-3/8" THK. CHECKERED ',-. I PLATE (1YP,) ,-------r',.,c-.,..,,., ', ,. ', ,,, ,, "-'-""' 11 "• '. 1 /8" CLR. ~ ,__ (MAX.) ,-1/4" HILTI POST-NUT KWIK BOLT II, 304 ,/ ST. STL. ANCHOR WITH COUNTERSUNK TORX / FLAT HEAD @ 18" O.C. (3" FROM EA. ' CORNER) AND 2" MIN. EMBEDMENT IN CONCRETE I , -· FROM END OF ANGLE OR 1YP.)3/,sV 2-4 ''-,. 1' 3/16 ~3-12 < BEGIN STITCH WELD 3" ', 3/15 3 -12 ZEE STIFFENER (1YP.) ', ·,, <_,. :; I'-. ~ ·• .. "- , 3/1 s / , I\ < EA. END OF EA. ANGLE 1 '-3/ V 3" OR ZEE STIFFENER ; '-. 16 / ///, //~,/, COVER PLATE SUPPORT .f -'-' __ "' _______ _ / . i .... ' ANGLE 3"x3"x3/8" WITH 3/8" DIA. ANCHORS ( 4" LEG. 2" HOOK) @ 12" O.C. (2" FROM EA. END) (1YP.) )--~1 -~1n", • 1YP.3/1sV O r---1/2" ',, ''-ANGLE STIFFENER '-. L 5"x3"x3/8" NOTE: U.N.O., ALL MATERIALS SHALL BE ALUMINUM ALLOY 6061-T6 (MILL FINISH). DETAIL ',,, @ 2'-0" O.C. (1YP.) "-._ 4 5/8"x3/8" PLATE 00 ANGLE STIFFENER _J ZEE STIFFENER _j 5x4.84 L 5 "x3"x3/8" NOTE: U.N.O., ALL MATERIALS SHALL BE ALUMINUM ALLOY 6061-T6 (MILL FINISH). SECTION N.T.S. I I I ~ ~ i:: 11 // / / / / /; f:'. f:'. --....,., ,/ ~1.,./'7 3/16b-<1YP. l ' f--tz::'.':z/ ::::Z:S---T""""'' I , // //" \ ___ _ I \ 4 5/8"x3/8" PLATE 2'-0" (1YP.)_ ' i,, -'~ ANGLE STIFFENER NOTE: L 5"x3"x3/8" (1YP.) U.N.O., ALL MATERIALS SHALL BE ALUMINUM ALLOY 6061-T6 (MILL FINISH). SECTION N.T.S. "AS BUil T" P.E. ___ EXP. ___ _ REVIEWED BY: INSPECTOR S-5 DATE DATE 1-----+----+---------1----1----+.--l------< [SHml7 CITY OF CARLSBAD ~ L1ZJ ENGINEERING DEPARTMENT ~ ~::::::::::::,=:::::::::::::=======:::::'....:::== IMPROVEMENT PLANS FOR: INCORPORATED 3802 Unl~rslly Ave. • RIY41rside, CA. 92501 , !it51-684-6900 APPROVED BY ,ff O "J• f. Y REGISTERED ENGINEER No. ~263 DATE 9/03/04 ENCINA BASIN WATER RECLAMATION PROGRAM, PHASE 11 BRESSI RECYCLED AND POTABLE WATER PUMP STATIONS MISCB...L.ANEOUS smucnJRAL DETAILS APPROVED: WILLIAM.--le,., PLUMMER f----+----+-----------------1-----il---1----l-----1 4v.,,-ra -z: ".".--&: »"" 9-Ld-"4 • DA TE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DA TE INITIAL CITY APPROVAL DEPUTY CITY ENGINEER PE 28176 EXP. 03-31-06 DATE DWN BY: SFM PROJECT NO. DRAWING NO. ~~~g ~~: ~~ 3889 / 391 0 409 6 ... 0 0 "' a_ (/) .., I 0 "' "' ELECTRICAL SYMBOLS AND LEGENDS SYMBOL -· '7"'/.,C. ·- - · '7"'/-CT(J -·-·-------- ---[-- ~ 225AF 100AT 3P 00 ® 0 ~ QJ IT] □LOS DESCRIPTION CONDUIT, (MIN. 3/4") WITH-#12 CONDUCTORS, NUMBER INDICATED EXCLUDING REQUIRED GROUND WIRE. CONDUIT, (MIN. 3/4") WITH-#12 CONDUCTORS, NUMBER INDICATED EXCLUDING REQUIRED GROUND, TO LP, CT. NUMBER AS SHOWN. CONDUIT, (MIN. 3/4") RUN EXPOSED, UNLESS NOTED OTHERWISE. CONDUIT, (MIN. 3/ 4") RUN CONCEALED. UNDERGROUND, UNDER CONCRETE OR IN CONCRETE, UNLESS NOTED OTHERWISE. ELECTRICAL DUCT BANK DISCONNECT SWITCH (NON-FUSED) FUSED DISCONNECT SWITCH THERMAL MAGNETIC BREAKER, 225 INDICATES FRAME SIZE, 100 INDICATES TRIP SIZE, 3 POLES UNLESS NOTED OTHERWISE TRANSFORMER FULL VOLTAGE NON-REVERSING COMBINATION MOTOR STARTER, WITH MOTOR CIRCUIT PROTECTOR AND AIR CONTRACTORS. SIZE O MINIMUM WITH THERMAL OVERLOADS AND AUXILIARY CONTACTS (MINIMUM ONE N.C. AND ONE N.O.) OR AS REQUIRED FOR CONTROL, WITH ONE SPARE N.O. AND ONE SPARE N.C. SUBSCRIPT INDICATES NEMA SIZE VARIABLE FREQUENCY DRIVE WITH INLINE FUSES, PROVIDE MCP, C.B., OR FUSED DISCONNECT, BYPASS CONTACTORS, LINE REACTOR, AND FILTERS, UNO OR AS SPECIFIED BY THE TECHNICAL SPECIFICATIONS. WHERE NOTED CT= CONSTANT TORQUE RATED. REDUCED VOLTAGE SOLID STATE MOTOR CONTROLLER WITH BYPASS CONTACTORS AND SOLID STATE OVERLOAD PROTECTION UNO OR AS SPECIFIED BY THE TECHNICAL SPECIFICATIONS. THERMAL OVERLOAD RELAY MOTOR (NUMBER INDICATES HORSEPOWER) GROUND WELL JUNCTION BOX, CROUSE-HINDS, APPLETON OR EQUAL CAST CONDULET DEVICE BOX SURFACE MOUNTED ON WALL OR CEILING OR UNISTRUT FLOOR MOUNTED AND WATERPROOF OUT OF DOORS. MIN. TWO GANG SIZE WITH SOLID COVER. PROVIDE LARGER IF NECESSARY FOR SPLICING. EXPLOSION PROOF NEMA 7 JUNCTION BOX. SIZE AS SPECIFIED OR AS REQUIRED FOR CONDUCTORS INSTALLED. JUNCTION BOX, MINIMUM 4"x4"x3". PROVIDE LARGER SIZE WHERE SPECIFIED OR REQUIRED FOR CONDUCTOR SIZE. NEMA 12 INDOOR AND NEMA 4 OUT-OF-DOORS. COOLING TYPE LINE VOLTAGE THERMOSTAT .. 120V WITH CONTACTS RATED MIN. 7 AMP AND 2' DIFFERENTIAL, DAYTON HEAVY DUTY WITH ON-OFF SWITCH AND JUNCTION BOX WALL MOUNTED AT 5'-6" ABOVE FINISH FLOOR LINE VOLTAGE THERMOSTAT MOUNTED IN MCC OR DISTRIBUTION PANEL. COOLING TYPE FOR EXHAUST OR SUPPLY FAN WITH 15" F. DIFFERENTIAL DAYTON, CHROMALOX, OR EQUAL. HEATING TYPE FOR STRIP HEATER WITH 3' TO 10' F. DIFFERENTIAL DAYTON, CHROMALOX, OR EQUAL. TWO STAGE COOLING LINE VOLTAGE THERMOSTAT WITH MIN. 5 AMP CONTACTS, HIGH AND LOW SET POINTS FOR WALL MOUNT JUNCTION BOX. TIMER, LINE VOLTAGE TYPE, 24 HOUR WITH 15 MIN. INTERVALS ON-OFF SWITCH AND MANUAL START SWITCH WATERPROOF LOCK-OUT-STOP, HEAVY DUTY, NEMA 4 TYPE WITH LOCK OUT IN STOP POSITION. SUBMERSIBLE EMERGENCY STOP MOMENTARY CONTACT PUSH BUTTON STATION NEMA TYPE 6 OR IP 67. DEVICE BOX WITH DUPLEX CONVENIENCE RECEPTACLE, 1 POLE (UNLESS NOTED OTHERWISE), 120 VOLTS AC MTG HT 1 a" ABOVE FLOOR UNLESS NOTED OTHERWISE. (F-INDICATES FLOOR MOUNTED, H-HAZARDOUS AREA EXPLOSION PROOF, WP-OUTDOOR WEATHER PROOF, GFI-GROUND FAULT INTERRUPTER). RECESS INTO STUD WALLS, SURFACE MOUNT ON MASONRY OR CONCRETE WALL. AND PROVIDE WATERPROOF IF OUT OF DOORS. EXPLOSION PROOF CONDUIT SEAL FITTING, CROUSE-HINDS TYPE EYS FILLED WITH CHICO TYPE A SEALER. LOCATE ABOVE GRADE (EXPOSED) FOR ACCESS. MCC (OR DISTRIBUTION PANEL) AIR SUPPLY OR EXHAUST OPENING WITH GRILL AND FILTER. LIGHTING FIXTURE (TYPE AND MOUNTING AS NOTED) /,.. ---NO. OF FIXTURES I /4. FIXTURE IDENTIFICATION ~ FIXTURE TYPE 1/40 NUMBER OF LAMPS/LAMP WATTAGE ~ 48 hours BEFORE excavation Vl 1-(aoo)422-4133 ~ CAll Underground Service Alert SYMBOL 600/5 ~ 3 H J-:: A ----i' Ii---- ' I --1:H' I ---0 0--- --<L...1....... NOTC NCTO 8 8 0 0 e e ----@-- ~ -@-- ...c-TF1 "C.,__ 2LD, \jJjy DESCRIPTION MCC STRIP HEATER MOUNTED IN BOTTOM PORTION OF ELECTRICAL PANEL, 150 WATT, 120 VOLT, CHROMALOX, DAYTON, OR EQUAL. MCC EXHAUST FAN No.1, ETC. AT TOP OF MCC OR DISTRIBUTION PANEL, OR TOP OF 3R WRAP COMPLETE WITH GASKETS, FILTER, AND LOUVERED PLATE. 4" DIAMETER, 120 VOLT, 100 CFM, DAYTON, HOFFMAN, OR EQUAL AIR INTAKE IN 3R WRAP DOOR OF MCC OR DISTRIBUTION PANEL AT BOTTOM WITH GASKETS, FILTER, AND LOUVER PLATE. SUPPLY FAN No.1, ETC. AT BOTTOM OF MCC OR DISTRIBUTION PANEL, WITH FILTER AND GRILL. MINIMUM 4" DIAMETER, 120 VOLT, 100 CFM, DAYTON, HOFFMAN, OR EQUAL. PROVIDE COOLING PER CALCULATIONS BY MANUFACTURER FOR VFD'S, SEE SPECIFICATIONS. DEVICE BOX WITH SWITCH (1 POLE UNLESS OTHERWISE NOTED} RECESSED INTO STUD WALL, SURFACE MOUNTED ON MASONRY OR CONCRETE WALL, AND WATERPROOF OUT-OF-DOORS. 3W-DENOTES 3 WAY SWITCH, 3P-DENOTES 3 POLE SWITCH, ETC. CURRENT TRANSFORMER (3 INDICATES NUMBER OF CT'S) 600/5 INDICATES XFMR RATIO INDICATING LIGHT: R=RED, G=GREEN, A=AMBER, W=WHITE PUSH TO TEST INDICATOR LIGHT, R=RED, G=GREEN, A=AMBER, W=WHITE. HAND-OFF-AUTO SWITCH NORMALLY OPEN INTERLOCK NORMALLY CLOSED INTERLOCK NORMALLY OPEN PUSHBUTTON-MOMENTARY TYPE NORMALLY CLOSED PUSHBUTTON-MOMENTARY TYPE TEMPERATURE SWITCH NORMALLY CLOSED NORMALLY OPEN CONTACT TIMED TO CLOSE ON ENERGIZATION NORMALLY CLOSED CONTACT TIMED TO OPEN ON ENERGIZATION MOTOR STARTER CONTACTOR, NUMBER IDENTIFIES CONTACTOR RELAY, TYPE PER ABBREVIATIONS, NUMBER IDENTIFIES RELAY PRESSURE TRANSMITTER PRESSURE SWITCH WHERE ON CONTROL OR S/L DIAGRAM-MOTOR MOISTURE SENSOR FOR SUBMERSIBLE MOTOR. WHERE ON CONTROL OR S/L DIAGRAM-MOTOR TEMPERATURE SENSOR. WHERE ON CONTROL DIAGRAM MOTOR PROTECTION UNIT, SUITABLE FOR MOTOR TEMPERATURE SENSOR. DENOTES A CONNECTION FROM A REMOTE LOCATION INLINE FUSE ELAPSED TIME METER LOCATE IN MCC STARTER BUCKET, CRAMER 635K-AA UNLESS OTHERWISE NOTED. ON-OFF SWITCH. DENOTES A DRY CONTACT OFF RELAY TFl TO TERMINAL BLOCK IN MCP FOR INPUT TO TELEMETRY RTU. TELEMETRY RTU. IS OWNER FURNISHED OWNER INTALLED. FIXTURE LIST PENDENT MOUNT FLUORESCENT FIXTURE WITH 3-44W TUBES, GASKETED. LITHONIA LIGHTING DMS54BTBHOAR120. MOUNT BOTTOM OF FIXTURES 9'-0" FROM FINISHED FLOOR. PROVIDE THREADED RODS AND CONRETE INSERTS (ANVIL FIG. 152) AND SUPPORT TRACK (HOG CHANNEL OR UNISTRUT) FOR PENDENT MOUNT. SUPERSCRIPT DENOTES NUMBER OF FIXTURES (TYP.) WALL MOUNT FLUORESCENT FIXTURE, 2-40W TUBES, LITHONIA LIGHTING WP240-120, OR EQUAL. MOUNT FIXTURE DIRECTLY TO WALL AT s·-o· ABOVE FINISH FLOOR (UNLESS NOTED OTHERWISE). POLE MOUNTED EXTERIOR WORK LIGHTS, WITH 2 HIGH PRESSURE SODIUM LIGHTS. LITHONIA LIGHTING HI-TEK TFL SERIES, TFL1 OOSTA2 120, MEDIUM BRONZE, WITH SQUARE STRAIGHT ALUMINUM POLE AND B52B MOUNTING BRACKET, LIGHTS SHALL BE MOUNTED 10' ABOVE FINISHED GRADE. POLE MOUNTED EXTERIOR AREA LIGHT, WITH ONE 150 WATT HIGH PRESSURE SODIUM LIGHT FIXTURE (DARK BRONZE FINISH). LITHONIA LIGHTING AS1-150S-SR2-120-SPA WITH PHOTO CELL. LIGHT SHALL BE MOUNTED TO A SQUARE STRAIGHT ALUMINUM POLE AT 20' ABOVE FINISH GRADE. CONDUIT NO. .r "' MF1 MF2 MF3 MF102 MF202 GF201 DF1 DF2 DF3 PF101 PF102 PF103 PF104 PF105 PFl 06 PF201 PF202 PF203 PF204 PF205 PF206 C101 C102 C103 C104 C105 C106 C107 C108 C109 C110 C 111 C112 C113 C114 C115 C116 C117 C118 C201 C202 C203 C204 C205 C206 C207 C208 C209 C210 C211 C212 C213 C214 C215 C216 C217 C218 C219 C220 NOTES. ( 1 ) (2) (3) (4) (5) (6) A ELECTRICAL ABBREVIATIONS NO./SIZE ( 1J ....,- 2-4" 2-4- 3-5" POWER CONDUCTORS 2) ATS CF CKT,CRT,CT co, c.o. C.T. DF EMT EPB#7 ETM GFI HDG HLOA HMI HOA HS LOS LPSA LP5A-3 ,~ ./ '-/ CONDUIT ONLY 5 CONDUIT ONLY 5 CONDUIT ONLY 5 AUTOMATIC TRANSFER SWITCH CONTROL FEEDER CIRCUIT NO. FOR LIGHTING PANEL CONDUIT ONLY (MIN. 3/4") WITH CAP OR PLUG AT ENDS AND PULL CHORD. CURRENT TRANSFORMER DISTRIBUTION FEEDER CONDUIT, ELECTRIC METALLIC TUBING UNDERGROUND ELECTRIC PULL BOX No. 7 ELAPSED TIME METER GROUND FAULT INTERRUPTER SCH. 40 STEEL CONDUIT, HOT DIPPED GALVANIZED HIGH-LOW-OFF-AUTOMATIC SELECTOR SWITCH HUMAN MACHINE INTERFACE HAND-OFF-AUTOMIATIC SELECTOR SWITCH. HAND SWITCH LOCK-OUT-STOP (WATERPROOF) LIGHTING PANEL "SA", ETC. LIGHTING PANEL CIRCUIT NUMBER 3, ETC. MCC MCP NC NO PB PF PWPS RTU RWPS SSMC T.C. T.O. UCP VFD WP 3C 5,112, 1,112 GRD. 8PF2, PF2 CONDUIT SCHEDULE CONTROL NO,/SIZE (1 CONDUCTORS (2 Vvvvvv N A N/A N A N/A N A N/A FROM SDG&E 3 PHASE FUSE CABINET SDG&E TRANSFORMER PWPS & RWPS ELECTRICAL SER"1CE PULL S[CTION MOTOR CONTROL CENTER MAIN CONTROL PANEL NORMALLY CLOSED NORMALLY OPEN PUSH BUTTON POWER FEEDER POTABLE WATER PUMP STATION REMOTE TERMINAL UNIT WITH PLC AND TELEMETRY RECYCLED WATER PUMP STATION SOLID STATE MOTOR CONTROLLER TIME CLOSE TIME OPEN UNIT CONTROL PANEL {FURNISHED WITH EQUIPMENT) VARIABLE FREQUENCY DRIVE WEATHERPROOF 3" CONDUIT WITH 5(12 CONDUCTORS, 1 #2 GROUND {GRD.). PROVIDE 1(112 GRD. MIN. WHERE GRD. NOT SPECIFIED. CONDUIT NUMBER, SEE ABBREVIATIONS, AND CONDUIT AND CONDUCTOR SCHEDULE TO REMARKS EXISTING SOG&E UNDERGROUND HANDHOLE SIZE/NUMBER OF CONDUITS TO BE CONFIRMED WITH SDG&E ) SDG&E 3 PHASE FUSE CABINET SIZE/NUMBER OF CONDUITS TO BE CONFlRMED WITH SDG&E Lr,_ SDG&E TRANSFORMER SIZE/NUMBER OF CONDUITS TO BE CONFIRMED WITH SDG&E ,A A A • ----. .....__,......_......,, ....... ....,,,...,, . '-.............. ......,, ..___,,,. ...___,.. __ 2-2 1 2" 3 #4/0, 1 #4/0 GRD 2 1 /2" 2-3 1 2" 3 #350 MCM, 1 #350 MCM GRD (6) 3 1 /2" 2-3 1/2" 3 #350 MCM, 1 #350 MCM GRD (6) 2" 2" 2" 2" 2" 1 • 2 1 2" 2 1 2" 2 1 2" 1 - 1 • 1 .. 1 1 /2" 1 1 /2" 3 1 0, 1 2 GRD 3 1 0, 1 2 GRD 3 1 0, 1 2 GRD 3 1 o. 1 1 0 GRD 3 1 o. 1 1 0 GRD 3 1 o. 1 1 0 GRD 3 12, 1 12 GRD 6 12, 1 12 GRD 6 12, 1 12 GRD 3 3/0, 1 3 0 GRD 3 3/0, 1 3 O GRD 3 3/0, 1 3 0 GRD 3 12, 1 12 GRD 6 12, 1 12 GRD 6 12, 1 12 GRD CONDUIT ONLY <C.0.1 CONDUIT ONLY (C.O.) 2 #10, 1 #10 GRD 3 #10, 1 ,1110 GRD 3 4" 3 4" 3 4" 3/4 3/4" 3/4" 3 4" 3 4 3 4 1 .. 3/4" 3/4" 3/4" 1 1 /2" 3/4" 3/4" 3/4" 1 .. 1 .. 1 .. 3/4' 3 4" 3 4" 3 4" 1 .. 3/4" 3/4" 3/4" 1 1 /2" 3 4' 3 4" 3 4" 3/4" 1 " 3/4" 3/4" 1 " c.o. c.o. 6 12, 1 12 GRD 6 12, 1 12 GRD 6 12, 1 12 GRD 6 12, 1 12 GRD 6 12, 1 12 GRD 6 12, 1 12 GRD 6 12, 1 12 GRD 6 12, 1 12 GRD 6 12, 1 12 GRD 1 -3C SHLO CABLE (4 3 12, 1 12 GRD 3 12, 1 12 GRD 3 12, 1 12 GRD CABLE 3) c.o. 4 # 12, 1 #12 GRD 2 # 12, 1 #12 GRD c.o. 8 #12, 1 #12 GRD 8 #12, 1 #12 GRD c.o. 2 # 12, 1 #12 GRD 2 # 12, 1 # 12 GRD 1-3C SHLD CABLE ( 4 6 12, 1 12 GRD 6 12, 1 12 GRD 6 12, 1 12 GRD 1-3C SHLD CABLE r 4 3 12, 1 12 GRD 3 12, 1 12 GRD 3 12, 1 12 GRD CABLE 3) c.o. 4 # 12, 1 #12 GRD 2 H 12, 1 #12 GRD C.O. 8 12, 1 ; 12 GRD 8 12, 1 ~ 12 GRD 2 12, 1 12 GRD 2 12, 1 12 GRD 1-3C SHLD CABLE (4) RWPS METER AND MAIN PWPS METER AND MAIN PWPS MTS RWPS MCC LUG SECTION RWPS MCC LUG SECTION RWPS MCC LUG SECTION VFD 1 VFD 2 VFD 3 RWPS MCC RWPS MCC RWPS MCC SOFT START 4 SOFT START 5 SOFT START 6 PWPS MCC PWPS MCC PWPS MCC JUNCTION BOX 1 JUNCTION BOX 2 JUNCTION BOX 3 RWPS PRESSURE TRANSMITTER PRESSURE SWITCH PUMP 1 PRESSURE SWITCH PUMP 2 PRESSURE SWITCH PUMP 3 RWPS FLOW METER RWPS AIR COMPRESSOR RWPS AIR COMPRESSOR SOLENOID MCC-LP CRT. 9 MCC-LP RWPS SURGE TANK DETECTOR CONTROL MODULE 20PWS POINT OF CONNECTION FLOAT SWITCH RWPS SERVICE METER/MAIN RWPS PRESSURE TRANSMITTER JUNCTION BOX 4 JUNCTION BOX 5 JUNCTION BOX 6 PWPS PRESSURE TRANSMITTER PRESSURE SWITCH PUMP 4 PRESSURE SWITCH PUMP 5 PRESSURE SWITCH PUMP 6 PWPS FLOW METER PWPS AIR COMPRESSOR B AT PWPS AIR COMPRESSOR SOLENOIDS MCC-LP CRT. 9 MCC-LP PWPS SURGE TANK DETECTOR CONTROL MODULE FLOAT SWITCH PWPS SERVICE METER /MAIN PWPS PRESSURE TRANSMITTER PWPS LP CRT. 13 PWPS LP CRT.'S 11 AND 12 MAIN IN RWPS EQUIPMENT BUILDING POWER MAIN IN PWPS EQUIPMENT BUILDING POWER PORTABLE GENERATOR J-BOX FOR CONNECTION TO PORTABLE GENERATOR VFD 1 POWER VFD 2 POWER VFO 3 POWER PUMP 1 SPACE HEATER AND MOTOR HIGH TEMPERATURE PUMP 2 SPACE HEATER AND MOTOR HIGH TEMPERATURE PUMP 3 SPACE HEATER AND MOTOR HIGH TEMPERATURE RWPS CCP AIR COMPRESSOR CONTROL PANEL SUPPLY FAN 1 (SF1) SUPPLY FAN 2 (SF2) PUMP 4 SPACE HEATER AND MOTOR HIGH TEMPERATURE PUMP 5 SPACE HEATER AND MOTOR HIGH TEMPERATURE PUMP 6 SPACE HEATER AND MOTOR HIGH TEMPERATURE PWPS CCP AIR COMPRESSOR CONTROL PANEL SUPPLY FAN 3 SF3) SUPPLY FAN 4 SF4) VFD 1 LOW 1HIGH DISCHARGE PRESSURE PUMP 1 VFD 2 LOW HIGH DISCHARGE PRESSURE PUMP 2 VFD 3 LOW HIGH DISCHARGE PRESSURE PUMP 3 MCP 1 DISCHARGE PRESSURE -CONNECT TO PLC MCP 1 LOW SUCTION PRESSURE PUMP 1 MCP 1 LOW SUCTION PRESSURE PUMP 2 MCP 1 LOW SUCTION PRESSURE PUMP 3 MCP 1 FLOW SIGNAL MCP 1 SPARE MCP 1 OPEN/CLOSE SOLENOID MCP 1 POWER FOR TELEMETRY PANEL rRWPSJ MCP 1 SPARE MCP 1 TANK LEVEL PROBES MCP 1 SMOKE AND SECURITY SENSORS RWPS TELEMETRY CONDUIT ONLY FOR LEASED TELEMETRY LINE MCP 1 RWPS FLOAT SWITCH MCP 1 120V SHUNT TRIP AT RWPS MAIN CB MCP 1 SUCTION PRESSURE -CONNECT TO PLC SOFT START 4 LOW HIGH DISCHARGE PRESSURE PUMP 4 SOFT START 5 LOW HIGH DISCHARGE PRESSURE PUMP 5 SOFT START 6 LOW HIGH DISCHARGE PRESSURE PUMP 6 MCP 2 DISCHARGE PRESSURE -CONNECT TO PLC MCP 2 LOW SUCTION PRESSURE PUMP 4 MCP 2 LOW SUCTION PRESSURE PUMP 5 MCP 2 LOW SUCTION PRESSURE PUMP 6 MCP 2 FLOW SIGNAL MCP 2 SPARE MCP 2 ADD AIR SOLENOID AND RELEASE AIR SOLENOID MCP 2 POWER FOR TELEMETRY PANEL I PWPS) MCP 2 SPARE MCP 2 TANK LEVEL PROBES MCP 2 SMOKE AND SECURITY SENSORS MCP 2 PWPS FLOAT SWITCH MCP 2 120V SHUNT TRIP AT PWPS MAIN CB MCP 2 SUCTION PRESSURE -CONNECT TO PLC EXIST. PW PRV VAULT POWER FOR LIGHTS AND RECEPTACLE EXIST. PW PRV VAULT POWER FOR EXHAUST FAN AND SUMP PUMP 2" 1-BC, 114 SHLD BELDEN CABLE PWPS TELEMETRY PANEL EXIST. PW PRV VAULT TELEMETRY FOR PW PRV VAULT NUMBER AND SIZE OF CONDUIT(S) NUMBER AND SIZE OF CONDUCTORS IN EACH CONDUIT CABLE PER MANUFACTURER (FROM TRANSMITTER AT METER TO SIGNAL CONVERTER IN MCP) SHLD. CABLE SHALL BE 3C # 16 BELDEN OR EQUAL PROVIDE LONG RADIUS SWEEPS PER SDG&E REQUIREMENTS 90'C (194'F) RATED XHHW CONDUCTORS ONLY KRil'.!GER ~Tl'.!W'ART INCORPORATED 3802 Unlverelty Alie. • Rlwralde, CA. 12~1 i 951-884-6900 APPROVED BY 11..nJ.-.,: ~==-----'------ REGISTERED E'61NEER ~. 0 2220 DATE 9/03/04 ABBREVIATIONS: C101 CCP DF1 MCP MF101 PF101 SF1 CONDUIT AND CONDUCTOR-NO. COMPRESSOR CONTROL PANEL DISTRIBUTION FEED NO. 1 MAIN CONTROL PANEL MAIN FEED NO. 101 POWER FEED NO. 101 SUPPLY FAN NO. 1 101 E-1 "AS BUil T" P.E, __ _ EXP.----DATE REVIEWED BY: INSPECTOR DATE t-1-1/-09/-o4-+--JP-M-+-/l\--AD-DE_N_Du_M_1 ________ -+----+---t--+------1 fsHEEi78 CITY OF CARLSBAD piills]6 ~ ENGINEERING DEPARTMENT ~ DATE INITIAL DA TE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL :=,M=P=R=O=VE:::'...'::ME:::NT==P=LANS==::FO=::R:======='--=====: ENCINA BASIN WATER RECLAMATION PROGRAM, PHASE II BRESSI RECYCLED AND POTABLE WATER PUMP STATIONS B..ECmlCAL NO I W, JYMBOLS, ABBREVIATIONS, AN) cotOJIT 8Ct£OULE APPROVED: WILLIAM E.. ,'}LIMMER J ,--~ I ~ - DEPUTY CITY ENGINE! R PE 28176 EXP. 03-31-06 OWN BY: s,M PROJECT NO. CHKD BY: PE§ RVWD BY: ,PM 3889/3910 9-to-Q!I} DATE DRAWING NO. 409-6 II - ... 0 0, 0 ::E Q. .., z "' ::E ----V ·-EXISTING SDG&E ~~.,/ BELOW GRADE HANDHOLE ~ SDG&E 1 > MFi ---;:::I=:/ ~~~lt~T 3 PHASE FUSE -480V, 3¢, 4W :> MF2 ----;:::=~~-:'._j__, SDG&E TRANSFORMER > ' CONTRACTOR SHALL CONSTRUCT TRANSFORMER PAD PER SDG&E REQUIREMENTS. ' . y \ . I/ - RWPS METER AND MAIN PER SDG&E REQUIREMENTS TOTAL CONNECTED LOAO= 312A i i 1 RWPS I I I I --- MCC r "ALTERNATIVE" BUSSED MCC SECTIONS r VFD ENCLOSURES / FOR VFD'S 0 / ' I I -----------~ I • + ___ _r ___ _L __ T---+------r---t----------, 7 /-PROVIDE MECHANISM TO 1 1 // PREVENT OPENING DOOR I LUGS MF3 ;' PULL SECTION 1 / ;-PWPS METER AND MAIN , I SDG&E REQUIREMENTS PER ) 480V, 3¢, 400A COPPER BUS, BRACED FOR 65,000A RMS I _ ___, ) --, _) __ ,_) /' ' WITHOUT DISCONNECTING t-,7~,-~R;r----,-----T----,-----....l...-,1~::::;-i , / , • // CIRCUIT BREAKER (TYP.) 00 D ~ / MATERIAL, EQUIPMENT, AND WORK DESCRIPTIONS G) INLINE FUSES TO PROTECT VFD, CLASS T, SIZE AND TYPE PER VFD MANUFACTURER. 0 PROVIDE LINE REACTORS AND HARMONIC FILTER AS NECESSARY FOR HARMONIC SUPPRESSION. (v VARIABLE TORQUE, VARIABLE FREQUENCY DRIVE, SEE TECHNICAL SPECIFICATIONS. 0 COMPRESSOR MOUNTED PANEL WITH SWITCHGEAR AND CONTROLS. 0 CABLING FROM MCC LUG SECTION TO EACH VFD SECTION SHOWN. AS ALTERNATIVE VFD'S MAY BE INSTALLED IN BUSSED MCC SECTIONS AND MCC LUG SECTION DELETED. (D POWER MONITOR FOR PHASE LOSS, PHASE REVERSAL. AND LOW VOLTAGE. 0 TRANSIENT VOLTAGE SURGE SUPPRESSOR. © THERMOSTAT CONTROLLED VENTILATION AND SPACE HEATER SYSTEM PER VFD SPECIFICATIONS. I ' I ' I • / TERMINATION -->----1~ LUGS L . ~ A - I ~ , (M 120V < '- ~ 120V <b- SHUNT _,. ~ TRIP '> 400AF r--<> 400AT ...... SHUNT,,. TRIP '> ) 600AF r---;> 600AT '- ID N -0 _l N N _J u.. u :;; ' " '" ~ A A . • CONNECT TO BUILDING r--------• GROUND SYSTEM -u MF102 '---------To MCP1 24" DEEP x 24" DEEP x 24" MAX DEEP x 48" MAX. WIDE x 90" HIGH 1--~~=~~--J~~'cc-=~~-~-~=~~-------------~--~==-----· -·-··-36" WIDE x 36" WIDE x i NEMA 1 GASKETED ENCLOSURES (3 TOTAL) HOFFMAN, LEE OR EQUAL 90" HIGH 90" HIGH ' SPECIAL SIZE WITH DOUBLE DOOR AND SINGLE ACCESS. ) I 400AF 400AT ) l~~I I I~~ ) 1 SA / 2 s2w / 2 s 2w ,) ~~A O ~ ) 1 soA ) 1 soA f1"soA :a°N~i;R Fui~R~~\oR 1 1 ~.._--Q ~ : 20" DEEP x 90" HIGH NEMA 1 GASKETED ENCLOSURE ... 0 -u. Q. L__ / I 3 4.BA RWPS SURGE TANK AIR COMPRESSOR LO 0 -u.. Q. @11 6A SUPPLY FAN 1 ' • • ' 7.SKVA ~ 480-120/240 ID 0 -u. Q. I N u.. 0 I I VFD VFD VFD N ,,-, 0 0 0 ---u.. u. u. _,__ _____ 1 ___ _J_ _-+->-+-_ I_-+-_"-_,__ _ _J __ +-_"--+-_ _J _ _, __ "--+-__ _J @11.6A SUPPLY FAN 2 I ! 1 . l_ SEE LIGHTING PANEL SCHEDULE HEREON g / I 75 96A PUMP 3 RWPS SINGLE LINE DIAGRAM ' I I ' __ _1v_ N.T.S. 36" --~ HOFFMAN 90"(H)x36"(W)x24"(D) ---WITH BACK PANEL AND SWING OUT PANEL ,, _____ - 120V/240V 20A A 8 20A EXTERIOR UGHTs-2-02..W (.!!!:) T 1 2 T ~ 1~~w-1NTERtOR LIGHTS ___,, ~ ! ,,__ (PUMP ROOM) MCP1 CONTROLS-~8.Q_W~ 3 4 ~270~-MOTOR SPACE HEATERS I I (90W EA.) INTERIOR RECEPTACLES-5,0..Q!I'~ 5 5 ~2£.9~-SECURITY/FIRE PROTECTION I I MODULE EXTERIOR RECEPTACLES-5,0_Q_W~ 7 8 ~l.Q.9~-FIELD INSTRUMENTS I I NEMA 1 NEMA 1 4' -0" WIDE GASKETED GASKETED r ENCLOSURE ENCLOSURE : EXHAUST LOUVER~, MAX. (TYP.) (TYP.) 1 t 20" 20" 20" WIDE I ---@T --: zo(~~Ef P -----SWING OUT PANEL n...__ DIGITAL INDICATORS FOR DISCHARGE AND LJ SUCTION PRESSURE TRANSMITTER MOUNTED RWPS TELEMETRY PANEL-~8.Q.W~ g 10~---SPARE I I INTERIOR LIGHTS-7'.6~~11 12~---SPARE (SURGE TANK ROOM) I I ' / ON SWING OUT PANEL 12 CIRCUIT (MIN.) \ r------T-l~D~~~n~T~~7JIT~~TI~-TI SI I .-_.---------FLOW METER SIGNAL CONVERTER WITH _ -INDICATOR AND TOTALIZER FLUSH MOUNTED TOTAL WATTS -2428 TOTAL CONNECTED LOAD -4714 WATTS TOTAL WATTS • 2286 I I I RWPS TELEMETRY OFOI ' I I ~I ol I I I I .I, SURGE ON SWING OUT PANEL NOTE: SPACE SUPPRESSOR CONTRACTOR SHALL BALANCE LIGHTING PANEL LOADS AS REQUIRED FOR EQUIPMENT FURNISHED MAIN CONTROL PANEL 1 (MCP1) NI ;: I u1 ..-1 ::1 u1 I I LUGS VFD3 VFD2 VFD1 SPACE 0 0 0 .0 -- ' ' ' ' I I I nl I I I "-I I I I 0 1 :21 ~I ;;:1 ~I 0 1 °1 °1 °1 I I I .:1 l l l ~ l '----------\.__ DF2, DF3 ___ , _____ / AIR COMPRESSOR SUPPLY FAN 1 SUPPLY FAN 2 SPACE 12 CT L.P. CB I CB 7.5KVA ' ' NI ;: I u1 ..-1 ;: I u1 I ) XFMR \, ______________________ C111, C112 ________________ / PANEL ELEVATION SCALE: 1 /2"= 1 '-0" 400A MAIN ' 0 "' PM ,----, I I '----' <O I j-.. PULL SECTION __.~ INDICATOR LIGHTS AND SELECTOR SWITCHES __. MOUNTED ON SWING OUT PANEL _ _--MOUNT RELAYS AND CONTROLS, POWER .----SUPPLY FOR PRESSURE TRANSMITTER, AND TERMINAL STRIPS ON BACK PANEL ____ TERMINAL STRIPS BEHIND SWING r ------ -~ ----OUT PANEL (MCP-TS) FOR CONNECTION I t"""--TO TELEMETRY PANEL BY OWNER I I I I ---PROVIDE 12" LONG x 6" HIGH CUT I l ·- -3 1/2" RAISED GROUT PAD : ''°t " -f-~-;>-.•. -: • --t-· I L'." _T L _______ J OUT WITH SMOOTH EDGES FOR CONDUCTORS FROM OWNER FURNISHED, OWNER INSTALLED TELEMETRY PANEL I NOTE: CONTRACTOR TO SUBMIT DETAILED LAYOUT DRAWINGS (TO SCALE) FOR ALL PANELS. DRAWINGS SHALL INCLUDE PANEL INTERIOR AND DOOR FACE, WITH COMPONENT LOCATION AND SPACING FOR OWNER APPROVAL. MCP1 ELEVATION SCALE: 3/4"=1 '-0" RWPS LIGHTING PANEL SCHEDULE E-2 "AS BUil T" P.E. __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE t-1-1/09_/_04-t--J-PM-+-Li,--AD-DE-ND-UM-1 --------+---+--+----+---1 ISHEEilg CITY OF CARLSBAD ~6 ~ ENGINEERING DEPARTMENT ULj ::;:IM:::::P:;:R:;:O:::::VE::::;:M:;:ENT:::;::::::P:::::LAN::;;:S:::::::FO:::::R::;:·======::::::.::::==:; ENCINA BASIN WATER RECLAMATION PROGRAM, PHASE II BRESSI RECYCLED AND POTABLE WATER PUMP STATIONS RWPS B.ECTflCAL 8NGLE LIE OIAORAM, ~ 48 hours BEFORE excavation ~ 001 """'""" '"" "'" ~ 1-(800)422-4133 INCORPORATED SCI F[)II FA, NO PAN3.. aEVATIONS APPROVED: WILLIAM E~MMER /4«iffl( • ~ • b 9-/0-{)4 DATE " ::,, 3602 University Ave. , Rlverald•. CA. e2eo1. • fil~1-8M-B900 . -. APPROVED BY~ r, /~J..::::-__ _ REGISTERED EiGINEER"Nt>. 62220 DATE 9/03/04 DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL O"THER APPROVAL CITY APPROVAL DEPUTY CITY ENGINEER E 2 DWN BY: ~ PROJECT NO. CHKD BY: PES 3889/391 Q RVWD BY: JPM DRAWING NO. 409-6 -II ,.., I 0 "' "' l----fi---1 ~ " ' l ~ " " " " " ;. --, 0 D 1 .,_Mf.l02-- -o MAIN MCC MCC LUGS VFD 1 VFD 2 VFD 3 MCPl TELEMETRY : I ' , • I I 9 o-(OFOI) -1-Cl 13 ----~ I I ' I AIR COMPRESSOR J AND RECEIVER NOTE: ,, '- . .J I ! SEE CONDUIT AND CONDUCTOR ffi RWPS ELECTRICAL POWER PLAN / ... SCHEDULE ON DRAWING E-1, /Q:37 SCALE: 3/8"= 1 '-0" <":;,- ~--~-, ~P-CRT 1_-:-1\-..~ -~ ~------;-~(INSTALL 4 TYP.) " -u ~ /'0 0 ' ©--S,_"< ,~-,,G \ '1' / I ' / ' ------·-r------------------------------------------------... ----I , II ,1) 0 / ,-·-'• 4V------L_ ------'!!------------------'I,---"--·..:.. ...... _~_ 1 ----~l---~1-,--_-~.1 ___ --__ -_-_-_-_-_-_-_+-~-~, \ i , , 9 ', , , ......_ ~o'. ,.,,,,.:· -. . l . ' , 1, / I N / i rt( 1 \ ; _S11 ~; \ I . ~p-si~). i~ ~Ff-1_ ' \ ~i / / / ~I.', ', ',:1,'. 1 1 I tr/ I WP'f / ·.. 1 ( WP \ : /' ' : ; =€;, / I 1 \3:@ \ / 1 ~ f 1 \ l( ______ ~ 1 o :g 1 \ v_-__ ~-cJ / , \ 1 1 1 • "'ol •• / 1 .:;:1 '· / ( I , 2/40 1 I I I "' D.. of I I \ / I . I ll ~f--? -. r(TYP.) A, ---, , I , _, , \ / 3' -t" L \V LP-CRT 5 ---7, -Ml 1 \ 1 "' ,, .--------.----,-,=----,---=,-,-----..-----,,=--:,-----1-,----:-::--:-:---.--:-:--::-:-c---..------:-,:=-:,-----, I I ' ,.,,,,. -• •-........ ,.,,,,.•-• ·1-•....... ,,_.,-•,r •-•-._/ ,,,.,..-• •-....... .,,,,...-• •-'• .,,..-•-•-....... \ i \ I I \_ I ·------.... ---.... ..... .... .... 'r > I ' I I I \ ; I I \ 1 I , \ / I I ' I ' I • I \ I \ I \j " , ____ j r --7 : \ / : I \ 1 I \ I \ I V " X X I ! I 'I 1/\1 1 1 '1 I I I f"" --,--7 I / l/ I / I I I ' I /7 I : I I_···-•,JI I ·•.. I 1:·:~~ -----------~--~ -=----\_J ____________ L·-=----~~-~---✓) L -----j r (TYP.) I ,--------.-,.,-_ -=-=--=-:.-::_c--.._---,-,.,-_ -='"--=-:-:.-::_c--_ -...-. --,-_-_ =-'""'·""',..-,.:-::_::--_ .._--,-----.=-:-:-c=-:-:. _::::-_ .._---,--,.,--::_:-:.:-=-:-:. _::::-_ -.._-t-.--,.,-_--:_:::-:-:. ::7'.. _::::-_ -.._-_-_ ,.., ·--.. _ I .. --'-'j=-- ~ 'l= J LP-CRT 5 ... ...... ....... .... ..... ..... ~ 1 ,n ~----------·-·'ll-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·----------~~✓-·; . ---- I I I \ \ '2..) r - -77 ·, r· --- -14@ ·* LP-CRT 11 I I ;.@: ' • 3/44 , : I , ..._ I I \ / r+- 1 , I \ I I I \ / --~4(3~4) /1\ : I ! / \ ~ \ : 2'-6" I ,_ -----1 I \ I I I I I ' ' I ' \ 'i '"'li..._l!-CRT 5 I I I / I y-------" ,_ I 'f I / LP-CRT 5 D 1 \ I I · , -. ..----------~--~-------------~--""""'""-~-:.I-, ',, lS\lO I \ I I L ---" ' ' ' : MAIN MCC MCC LUGS TELEMETRY 1 ~ I I \ II "-VFD 1 VFD 2 VFD 3 MCP1 (OFOI) 1 \\di> I I I , / / _:,,__, ----- -------_, __ T _ - - --J------_, ___ --__ ',__ ----___ 1_ -----------~fl( ) I\ ,~ ---h /~ .--------, \ ') ~/ \-CONNECT 250 MCM BC (£} @(TYP.) MDS 0' -----------+--~·lf•-------·--t-·/ \ TO MCC GROUND BUS BAR RWPS LIGHTING PLAN I SCALE: 3/8"= 1 '-0" -48 hours BEFORE excavation 1-(800)422-4133 K.R.IEGE.R. ~TEWAR.T MATERIAL, EOUIPMENT, AND WORK DESCRIPTIONS 1. ALIGN FACE OF MCC, VFD, AND MCP PANEL DOORS. 2. INSTALL SHEET METAL FILLER PIECES (MATCHING ELECTRICAL PANEL GAUGE AND COLOR) AT TOP AND SIDES TO COVER OPENINGS BETWEEN BACK OF PANELS AND WALL. 3. ATTACH CONDUIT WITH UNISTRUT SUPPORT SYSTEM TO ROOF. 4. FACILITY GROUND, #250 MCM BC INSTALLED 6" BELOW BOTTOM OF FOOTING. PROVIDE GROUND WELLS AS SHOWN. 5. CONNECT (CAD WELD) #2 BC GROUND TO #250 MCM BC GROUND LOOP AND CONNECT TO VFD ENCLOSURE (TYP.) 6. FLOW METER JUNCTION BOX PER MANUFACTURER. 7. SECURITY AND SMOKE DETECTOR MODULE PER SPECIFICATIONS. 8. PROVIDE 304 ST. STL. LEVEL SWITCH WITH BRACKET MOUNTED SLOSH SHIELD, GEMS LS-270 SERIES, OR EQUAL. SET BOTTOM OF SWITCH AT FINISHED FLOOR. SET JUNCTION BOX 48" ABOVE FLOOR. LEVEL SWITCH TO ACTIVATE SHUNT TRIP ON MAIN CIRCUIT BREAKER (DEENGERGIZE MAIN) AND PROVIDE ALARM TO TELEMETRY. SEE LEVEL SWITCH CONTROL SCHEMATIC DIAGRAM ON DWG. E-4. 9. WEATHER PROOF ROTARY KEY SWITCH AS MANUFACTURED BY ALLEN BRADLEY. t • -' I o "' 12· ' N ,-.. r PROVIDE EPOXY ANCHORS / SEE SPECIAL CONSTRUCTION / PROVISIONS FOR DESIGN // / 1~ 3" RAISED GROUT PAD . . • / , SET 3"± ABOVE GROUND ' I I I • I I CONCRETE FOUNDATION _/ INCORPORATED NOTE: • PER SDG&E REQUIREM . OBTAIN SHOP DRAW APPROVAL FROM CITY AND &E PRIOR TO FABRICAT ELEVATION RWPS ELECTRICAL SERVICE SCALE: 3/8"=1 '-o" i 8" DIA. (MIN.) l , FINISHED GRADE / PER PLAN r+=='=== -... ___ +---GROUND CLAMP '. 3/4" GRAVEL, 1 FOOT (MIN.) 3/4" DIA. x 10' LONG (MIN.),_.,.. COPPERCLAD STEEL GROUND ROD GROUND WELL DETAIL N.T.S. • ' I PRECAST CONCRETE TRAFFIC BOX WITH CAST IRON COVER MARKED "GROUND", BROOKS 1 -RT, J&R CONCRETE V2-R, OR EQUAL. '--BARE STRANDED COPPER, SIZE AS INDICATED ON SINGLE LINE DIAGRAM ~ E-3 "AS BUil T" P.E. __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE II 09 04 JPM 1 ADDENDUM 1 f"SHrril CITY OF CARlSBAD rsHITi'sJ 1----t-----+-----------------t--~1----+-----t----t LlQ_j ENGINEERING DEPARTMENT ~ ~IM::P:;:R=O:;VEM::::,_::::::ENT:;:::::=P:;:LANS:::::=:::FO:::R:=-=======:'...=:=~ ENCINA BASIN WATER RECLAMATION PROGRAM, PHASE II BRESSI RECYCLED AND POTABLE WATER PUMP STATIONS RWPS EOlFMENT BlLDtlQ ELECTRICAL POWER PLAN AtO l.lCffffiQ PLAN APPROVED: WILLIAM E. PLUMMER &r 3P'4'' Z: r$?/4s • • CALL Underground Service Alert 3802 unr.,.ra:lt)' ,w.. • Rlwntde, CA. 92501 • 951-884-6900 DEPUTY CITY ENGINE R PE 28176 EXP. 03-31-06 DATE APPROVED BY #-~-';;U REGISTERED E GINEER No. 62220 DATE 9/03/0-4 DA 1E INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA 1E INITIAL 011-IER APPROVAL DWN BY: SFM DA 1E INITIAL CHKD BY: PES CITY APPROVAL RVWD BY: JPM PROJECT NO. 3889/3910 DRAWING NO. 409-6 -II - ..,. 0 "' 0 "' 0 "' I 0 "' IX) __ ,,,, ' PLC VFD FILTERS AND LINE ~\ 4-20mo ·-0 REACTORS NOT SHOWN \ INPUT \ 1---J L 1 L2 L3 VARIABLE FREQUENCY f--" 75 DRIVE /--CB I I ,/ - >-------" -' -0 100% ,\ --0Jr SPEED 7 VFD Iii LINE FUSES (CT) I MOTOR • • • PROTECTION XFMR 480V/120V y y y -@ - T H: VENTILATION SF @ SUPPLY FAN T y~ -SPACE . . ' CONTROL HEATER --XFMR • • y 480/120V ~o H N ~C TO MCP1-TS JT7l (TYP.) ~ HAND 0 PCR1 * HAND " VFD1 PUMP VFD START " VFD1-1 :1= C 0 OFF AUTO RTU-1 G PUMP ON * VFD1-3 ~ ~ ~ C ·0 ETM ELAPSED TIME METER HPR-2 LPR1-2 LPR2-2 PFR-1 VFOR-1 MTAR-2 '. .. .. " '" ,. & 0 PUMP "' ., ., " ., ,,-I CONDITION RELAY ® VFD r---------, . ,,-- : VFD [ MOTOR VFD PROTECTION l PROTECTION J WITH MANUAL RESET VFDF-1 /0 I I -/ , VFD FAIL VFDR II VFD FAIL PROTECTION RELAY CONTACT ~ VFD * VFDR-2 FAIL -C VFD1 -2 90 WATTS* .. --MOTOR SPACE 10 -""' HEATER RESET -1 ~ -COMMON FAIL RESET HPR-1 H: HPTD 0-60 SEC TIME DELAY SET AT 5 SEC. HPS1 * HPR-3 HPTD HIGH PRESSURE r, _,:,, HPR ~© RELAY ;..- -6 T.C. ~ C HIGH PRESSURE FAIL --,:, LPS1 VFD1 -4 LOW PRESSURE TIME OELAY (SUCTION) -" LPTD1 0-120 SEC TIME DELAY -, ,,!,' " SET AT 30 SEC LPR1-1 ··0 LPTD1 * LPR1 -3 .. r LPR1 LOW PRESSURE II RELAY (SUCTION) J.. T.C. ~ C LOW PRESSURE FAIL (SUCTION) --,:, LPS2 VFS) -5 9 LOW PRESSURE TIME DELAY (DISCHARGE) '4 " 0-120 SEC TIME DELAY ~ SET AT 30 SEC LPR2-1 ·@ LPTD2 LOW PRESSURE ..r-;:;R2-3 " ' LPR2 l ;..~ RELAY (DISCHARGE) ~ T.C. ~ C TCM-1,/@ --,:, HIGH MOTOR TEMP TIME DELAY .. " MTTD 0-60 SEC TIME DELAY SET AT 5 SEC. ~~-1 MTTD r MTAR HIGH MOTOR TEMPERATURE J.. -AUX RELAY N.O.T.C.~ HIGH MOTOR TEMP * MTAR-3 FAIL TEMP. -C CONTROL MODULE (TCM) --0 I -TEMP = PROBES -IN MOTOR PUMP MOTOR CONTROL SCHEMATIC DIAGRAM {TYPICAL PUMPS 1 ' 2, AND 3) LOCATED IN THE VFD PANEL ~r hoo• BEFOR[~oo..tloo 1-(800)422-4133 CALL Underground Service Alert LP CRT.3 H N MATERIAL, EQUIPMENT, AND WORK DESCRIPTIONS SHEET E-4 ,,., SEE LOWER LEFT FOR CONTINUATION ·- I 0 DRY CONTACT FROM OFOI RTU/TELEMETRY PANEL. ® 4-20 MA FROM OFOI RTU FOR PUMP SPEED CONTROL. .-LEVEL PROBE 8 _,-LEVEL PROBE 0 HOA SELECTOR SWITCH WITH AUXILIARY CONTACTS FOR HAND RELAY RELAY AND AUTOMATIC POSITION TO MCP-TS. ...n (1) I -17 (2) = - 0 CONTACT FROM VFD FOR VFD FAIL CONDITION. & & _J I __i7 ON DELAY TIMER D--lf-0 ON DELAY TIMER ® VARIABLE FREQUENCY DRIVE PROTECTION FEATURES PER " -(O TO 120 SEC.) (O TO 120 SEC.) SPECIFICATION. ODT1 -1 e-ADD AIR/OPEN SOLENOID .. ODT5-1 e-® HIGH DISCHARGE PRESSURE SWITCH ( 100 TO 200 PSI RANGE). D----tl'---0 -TANK LEVEL BELOW A"' PROBE RELAY 10 50% _r:: CLOSES ON HIGH PRESSURE. INITIAL SETTING AT 175 PSI. PR5-1 7 TO ADD AIR/OPEN _ TO 50% LEVEL -e..:.,:_:: 0 LOW PRESSURE SWITCH AT SUCTION CAN (0 TO 200 PSI RANGE), I Q I -SOLENOID PROBE PROBE OPEN ON LOW PRESSURE, INITIAL SETTING AT 75 PSI. ® ,__ TO COMMON @ _ TO COMMON LOW DISCHARGE PRESSURE SWITCH (O TO 150 PSI RANGE), LEVEL PROBE GROUND PROBE GROUND PROBE OPEN ON LOW PRESSURE, INITIAL SETTING AT 125 PSI. ,,,,./··- RELAY LEVEL PROBE ® MOTOR TEMPERATURE CONTROL MODULE BY TEMPERATURE -(1) --I RELAY PROBE MANUFACTURER. --I "1...J @ l L __i7 & ON DELAY TIMER NORMALLY OPEN, CLOSE ON HIGH TEMPERATURE. " -(0 TO 120 SEC.) & (iJ) ' -ON DELAY TIMER PROVIDE DOOR MOUNTED SPEED POT FOR VFD SPEED IN ODT2-1 -@---,, -(O TO 120 SEC.) HAND MODE. D----tl'---0 HWL -;:: PROBE RELAY D----tl'---0 ~-@ ODT6-1 e-TANK LEVEL @ TRANSFORMER SIZED FOR VENTILATION SYSTEM AND 0 _ TO HWL ;..~ (SPARE) * PR6-1 STRIP HEATER. I PROBE TO SPARE @ SUPPLY FAN(S) AND SPACE HEATER THERMOSTAT OPERATOR -I --LEVEL PROBE PER VFD MANUFACTURER. -TO COMMON -GROUND PROBE TO COMMON 8 LEVEL PROBE RELAY WITH REDUCED VOLTAGE TRANSFORMER PR2-4 -AND NO/NC CONTACTS. " e-HWL RELAY * HWL-2 GROUND PROBE " @ PROVIDE NO/NC CONTACT FOR FUTURE CONTROLS. RESET I -HWL-1 @ II A HWL ALARM LIGHT PROVIDE SINGLE GROUND PROBE. " -(1) CLOSE ON RISING LEVEL AND OPEN ON FALLING LEVEL. --,:, __ LEVEL PROBE (2) OPEN ON RISING LEVEL AND CLOSE ON FALLING LEVEL. RELAY I (2) C RWPS COMPRESSED AIR AND SURGE D--lf-0 & ON DELAY TIMER (0 TO 120 SEC.) TANK LEVEL CONTROL SCHEMATIC DIAGRAM .. ODT3-1 e-LWL LOCATED IN MCP1 • A~ PROBE RELAY --TO LWL LJ --PROBE LP CRT.3 ~ TO COMMON H N GROUND PROBE PR,~-1 -0-LWL RELAY * LWL-2 1 " REjET LWL-1 II LWL ALARM LIGHT A " _,-LEVEL SWITCH 8 -RELAY ~ LEVEL PROBE LP CRT.3 I n RELAY --( 1 ) I H N 1...J 0-D--lf-0 ON DELAY TIMER -" @-ON DELAY TIMER I (0 TO 30 SEC.) 7, (0 TO 120 SEC.) -@)--,. LEVEL SWITCH PHASE FAILURE . ' RELAY ODT4-1 e-y ;..~ D----tl'---0 STOP AIR/CLOSE SOLENOID RESET r PUSH TO TEST TO SHUNT :r--PROBE RELAY I . PFA 1 WARNING-YELLOW 7 (2) I TRIP AT " SERVICE D --TO STOP AIR/CLOSE " LJ -_r-:-:-SECTION -SOLENOID PROBE r-7 V~ LEVEL SWITCH @--I • •· I PHASE FAILURE c-2 TO COMMON .;, -AUXILIARY RELAY !,'' --GROUND PROBE I I LR1 ©-~" I f".Ff2 'I LS RELAY PFR PHASE FAILURE " 7, I 0 C A "' RELAY RESET ¼-3 ~ OPEN e-L_ "'"\ I LS-1 COMPRESSOR AIR ..LPFR-1, 2, " i:...:::::_ ' II RELAY ' ~ POWER MONITOR, WITH ADJUSTABLE L..-1. & 4 0 CLOSE TIME DELAY, SHOWN IN TRIPPED 0AUTO PR1-1 CONDITION. (MODIFY WHERE I I: BASED ON EQUIPMENT FURNISHED) CAR-2 PR4-1 I: " POWER MONITOR RWPS LEVEL SWITCH II CAR-1 ~ COMPRESSOR AIR CONTROL SCHEMATIC DIAGRAM CONTROL SCHEMATIC DIAGRAM . ' -SOLENOID VALVE " -" ENGERGIZE TO OPEN VALVE (ADD AIR) LOCATED IN MCP1 LOCATED IN MCP 1 -G VALVE OPEN LIGHT -,.., -~ SEE UPPER RIGHT FOR CONTINUATION E-4 RWPS COMPRESSED AIR AND SURGE "AS BUil T" TANK LEVEL CONTROL SCHEMATIC DIAGRAM LOCATED IN MCP1 P.E. EXP. DATE REVIEWED BY: INSPECTOR DATE uT] CITY OF CARLSBAD u1J 1 ENGINEERING DEPARTMENT 6 IMPROVEMENT PLANS FOR: ENCINA BASIN WATER RECLAMATION PROGRAM, PHASE 11 BRESSI RECYCLED AND POTABLE WATER PUMP STATIONS ,,-MESS to#. KRH:GtQ. RWPS ELECTRICAL. CONTROL DIAGRAMS " :/( § ,'-iii SH~ -i ~Tl':WAQ.T :;;;k"/4£ w1_LL~ ~MME: 2 1 ...., ~ ~ -INCORPORA.TEO 9-/o-t:>4 -c..-, ..... ~ = = No. 62220 ... ... ~ ~ ~ ~ -E,p. 9-30-05 .. DEPUTY CITY ENGINEER PE 28176 EXP. 03-31-06 DATE * * 3602 Unl~l"!llty A.ve. • Rlvenikte, CA. 925011\ Q,1-684-6900 ~ C/Vi\. 11,.~ I D 1/, ~· OWN BY: SFM PROJECT NO. DRAWING NO. APPROVED BY • • · DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: PES lf OF U,\\~~ REGISTERED ENGINEER No. 62220 DATE 9/03/04 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: JPM 3889/3910 409-6 ''i' ., • .. .. .. • • -II - ,;,; -.J ~ ..... C, Ci' ~ w ~ ..... C, Ci' ..,. 0 -0 "' 0 ~ cli ..... C, Ci' 3: !Q •. ~ l,j {- i3 . ll: . 3: ~ " ~ f!! i'§ ~ ,,., I 0 <D 00 l:i <: ,, "' t;! w "' a, It) .. ,,., I £ ., •. l:i <: ~ c:, i.'_ 4tT MCP1-TS MCP1-TS DI/DO FOR /,J/NJ FOR OFOI RTU OFOI RTU 3C SHLD. CABLE l lYP . DI AUTO POSITION ~ 0----DISCHARGE ,--0----' PRESSURE Al HAND POSITION H ' -0----4-20 MA • 0----' I") PUMP RUN >----I • 0----SUCTION • 0---- 0 VFD1-3 PRESSURE /,J ~ VFDR-2 ~ 0----4-20 MA 0----' <'i -HPR-3 r-i 0----DISCHARGE 0------I FLOW Vl 4-20 MA Al D.. LPR1-3 >----I 0----0---- ::Ii => D.. LPR2-3 !--I 0----SPEED TO 0----' It: PUMP 1 AO fi:' MTAR-3 H -0-4-20 MA 0--------- ~ C • SPEED TO 0---- 00 PUMP 2 AO 4-20 MA START/STOP 0---1_ RTU-1 0---- PUMP 0-__ _J SPEED TO 0---- PUMP 3 AO CRT 9 0----4-20 MA 0---- PFR-4 " 0- PROVIDE MIN. 10 ~ .• 0----SPARE TERMINALS • ~--.. - DOOR SWITCH # 1 " 0----.. LS-3 " 0---, ' I MOTION DETECTOR H 0----\ ' ' SMOKE DETECTOR H 0----'~ INDICATES CONNECTION BY OWNER FROM TERMINAL C STRIPS TO RTU (OFOI) -0---- ~-----HWL >----11---1--0 0---- LWL H 1---1--0• 0-- - - PR5-1 H 0---- PR6-1 !--11---1--0• 0-- - - C o---- 0----\ / I / I I PROVIDE MIN. 20 _i/ SPA,RE TERMINALS MCP1 TERMINAL STRIP SCHEMATIC LP CRT.8 H l N.T.S. N 0-300 PSI r-------------------'l'------1=~ PTO 1--w-r---1 PRESSURE INDICATOR AT MCP PS POWER SUPPLY FOR 1--------------------.. SUCTION AND PRESSURE:'------- TRANSMITTERS 4-20 MA, SHLD. CABLE TO TERMINAL STRIP PRESSURE INDICATOR ,----, L----------------~---@-PTS 1-@!---r--t 0-150 PSI 4-20 MA, SHLD. CABLE FLOW TO TERMINAL STRIP )------------------. SIGNAL CONVERTER FOR FLOW METER AT MCP 4-20 MA, SHLD. CABLE TO TERMINAL STRIP '---------------------'T'----f.\i}---,,---SIGNAL CABLE IN CONDUIT ~ SCHEMATIC DIAGRAM FOR 120V POWER FOR MCP EQUIPMENT N.T.S. ~ 48 hours BEFORE excavation ~ 1-(800)422-4133 CALL Underground Seriice Alert 2 SPEED,"2 WINDING STARTER r----------7 C.B. , M1SH i 480V /60HZ-3¢ ~0--...... ---1--1>------1; : ; : :I L M:SL I .-: -® --, SUPPLY FAN L _________ J • • • ' CONTROL XFMR H I • • • 1 480/120V r--lI::J•O-------....J N HIGH OFF LOW AUTO I ' i ~ ! .,,. ->-+-1 --------------i I I TDH 1--.. HIGH SPEED 0 TO 60 SEC. SET AT 10 SEC. I I I rte ! --<.>.I. I ' I I I I I I -'-- ; TWO STAGE COOLING THERMOSTAT 1T7 I HIGH I ,p---o O>----ll:•1 ---181 l ! Lfw i L..'.._J TDH_1 SUPPLY FAN CONTROL SCHEMATIC {TYPICAL SUPPLY FANS LOCATED IN THE MCC TDL 1--.. LOW SPEED 0 TO 60 SEC. SET AT 1 0 SEC. MSH1 rl 1---9 R I--RUN HIGH --0 MSH o,.~- "' t---;+--.. START HIGH SPEED 0.L. MSL ,. "' t---;+---4 START LOW SPEED ~~ G I--~ RUN LOW --0 DIAGRAM 1 AND 2) E-5 "AS BUil T" P.E. __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE fsHEEil CITY OF CARLSBAD fsHEilil 1----11----+----------------t---+--+----l---1 ~ ENGINEERING DEPARTMENT ~ ~I::M::::PR::::O::VE~M::::E::NT:==P:::LA=N:::S:==F:::O::::R=, ======::'..:==::::::; ENCINA BASIN WATER RECLAMATION PROGRAM. PHASE 11 BRESSI RECYCLED AND POTABLE WATER PUMP STATIONS KRn:ctR RWPS EL.ECll'IICAL CONTROL DIAGRAMS ~STtWART INCORPORATED 3602 University Ave, • Rl~n1ide, CA. 9250.,:!.. • 9f1-684-6900 rlH:--------l----::-:=-+=,,,.,,....+-------------+---+-=--+--+---:-1 APPROVED BY ,-J" -I{ •• V-~=-----DATE INITIAL DATE INITIAL REGISTERED EN~EER No. ~2220 DATE 9/03/04 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL APPROVED: WILLIAjA J:.--E}-IJMMER diPA · 7'. ~ •• z..-.-9_.,,,.,_,,< DEPUTY CITY ENGINEER PE 28176 EXP. 03-31-06 DA TE OWN BY: SFM PROJECT NO. DRAWING NO. 2~~ ~~· ~;~ 3889/3910 409-6 -II - '<i ~ ~ h. c:, ii' ::,; Q_ "' 0 N -w ~ h. c:, ii' ,.,. 0 "' 0 -- w "' cl; .... c:, ii' ::,; 0. , •, \,i ~ (j ' a: z °' ::,; "' : "' ~ ' ~ ~ - SDG&E ,--EXISTING SDG&E .------,,// BELOW GRADE HANDHOLE /-SDG&E 3 PHASE FUSE > MF1 ---------, • // CABINET I /-4BOV, 3¢, 4W > MF2 --;::==='~~_j.1'_.,SDG&E TRANSFORMER I , . , 1, ,--PWPS MCC " CONTRACTOR SHALL CONS~;UCT _//'~'---<'>--'-~' TRANSFORMER PAD PER SDG&E 1 RWPS METER AND MAIN PER / SDG&E REQUIREMENTS 600A MANUAL TOTAL CONNECTED LOAD= 497A TRANSFER SWITCH I I / i i ~ /-PROVIDE MECHANISM TO j,. _./ PREVENT OPENING DOOR REQUIREMENTS. MATERIAL, EQUIPMENT, AND WORK DESCRIPTIONS 1. REDUCED VOLTAGE SOLID STATE MOTOR STARTER (SOFT-START) PER SPECIFICATION 16240. SET STARTING RAMP TIME TO 10 SECONDS. 2. COMPRESSOR MOUNTED PANEL WITH SWITCHGEAR AND CONTROLS. 3. POWER MONITOR FOR PHASE LOSS, PHASE REVERSAL, AND LOW VOLTAGE. 4. TRANSIENT VOLTAGE SURGE SUPPRESSOR. 5. PULL BOX, NEMA 4 ENCLOSURE, 24"W x 24"H x 12"0 WITH EXTERIOR DOOR AND PAD LOCK CLASP. PULL BOX SHALL BE EQUIPPED WITH ISOLATED BOLTED EXTENSIONS FOR CONNECTION OF PORTABLE GENERATOR CONDUCTORS. MOUNT PULL BOX TO STANCHIION SUPPORT PER DETAIL 1, DRAWING E-7. ' ' ~ 48 hours BEFORE excavation lh' 1-(800)422-4133 CALL Underground Service Alert > I > • • ' MF3---~T ; PULL SECTION / 1 PWPS METER AND MAIN PER I I ! SDG&E REQUIREMENTS \600AF ~OOAT ) 0 ) I I POWER MONITOR 480V, 3¢, 600A COPPER BUS, BRACED FOR 65,000A RMS 0 ) 1 SA I 30A / 2S2W / 2S2W 2P 1 1 UPPRESSOR 1 225A ) 225A r· //_.,/ •r;25A r· / • WITHOUT DISCONNECTING _./ CIRCUIT BREAKER (TYP.) / TERMINATION ---t--f---.c/ LUGS /; METERS .... 6/ / <: (M)/ <;_ SDG&E METERS • < ~ SURGE SOFT v•(i) START SOFT START .. 0 SOFT ,(i) START - I 120V <: ( M 1 SHUNT • TRIP < ") 400AF < ,, 400AT I • ~ , 120V <: ( M SHUNT • TRI p _____> ) 600AF I< ,, 600AT '° -_/, ◄ . I I ' , ... co (0 D D D N N N LL LL lL Q_ Q_ Q_ ''-"''-"--''"-" 1 OKVA ,r-.-,---.,..._,,,...,, 480-120/240 100A 2P 18CT LP ~ D N LL Q_ N D ~ (l_ "' D ~ (l_ L f--------L---+---_ _J_--+--B -+---_J 'I I '----if-- L_ J___ \ _J ---+-----------+---------+---------+-- "--"' ,..._ N ~ D ~ ~ LL 0 ::,; ,, ,, A -_,,,,_,, ........ • _ _,,"'-A-4~_,,•,--1.. CONNECT TO BUILDING GROUND SYSTEM MF202 L.......o-TO MCP2 / GF201 -•• "- ' _./-TBOY BE FURNISHED • OWNER I TEMPORARY POWER CONDUCTORS TO BE PROVIDED BY OWNER i _____________ ., ________ .. 13~~~-"-•--------------, r (ft_ CCP (3/ 4 1.6A SUPPLY 3 4.BA PWPS SURGE TANK AIR COMPRESSOR FAN 3 3/4 1.6A SUPPLY FAN 4 PWPS SINGLE LINE DIAGRAM N.T.S. 36" ~ SEE LIGHTING PANEL SCHEDULE HEREON 125 156A PUMP 4 _ --~ HOFFMAN 90"(H)x36"(W)x24"(D) 125 156A PUMP 5 125 156A PUMP 6 120V/240V 20A A B 20A (TYP.) T T (TYP.) EXTERIOR LIGKTS-3-SOW~ 1 2 ~ ~~W-1"1TERIOR LIGHTS • • (PUMP ROOM) MCP2 CONTROLS-4-8..Q_W~ 3 4 ~3SO!'{_ MOTOR SPACE HEATERS • • (120W EA.) INTERIOR RECEPTACLES-~O..Q..W-......r--:...15 6 L.r--,._2oow_ SECURITY/FIRE PROTECTION ~ 7 r ~ MODULE . 24" DEEP x 24" DEEP x 20" DEEP x 90" HIGH _ _J\,-f--~-~~---,~~-=~--------------------------... ' i---.. WITH BACK PANEL AND SWING OUT PANEL EXTERIOR RECEPTACLES-~oow~ 7 I 8 ~122~-FIELD INSTRUt.AENTS I 36" WIDE x 36" WIDE x NEMA 1 GASKETED 90" HIGH 90" HIGH ENCLOSURE NEMA 1 NEMA 1 20" WIDE GASKETED GASKETED ENCLOSURE ENCLOSURE EXHAUST LOUVER -1 20" DEEP (TYP.) 1 (TYP.) I PWPS TELEMETRY OFOI I SPACE SURGE AIR SUPPRESSOR MAIN CONTROL PANEL 2 (MCP2) PUMP No.6 SOFT START PUMP No.5 SOFT START PUMP No.4 SOFT START COMPRESSOR SUPPLY FAN 3 18 CT L.P. CB I CB SUPPLY FAN 4 I ' I I I I I I I I I I I I I I '--________ C211, C212 _______ / 10KVA XFMR PANEL ELEVATION SCALE: 1/2"=1 '-Q" MANUAL TRANSFER SWITCH (MTS) NOTE: 600A MAIN PM ,----, I I '----' PULL SECTION ,@, (0 I " ~ 3 1 /2" ' I RAISED I GROUT PAD ' ' ! CONTRACTOR TO SUBMIT DETAILED LAYOUT DRAWINGS (TO SCALE) FOR ALL PANELS. DRAWINGS SHALL INCLUDE PANEL INTERIOR AND DOOR FACE, WITH COMPONENT LOCATION AND SPACING FOR OWNER APPROVAL. ' 0 "' ------.. .. ____ SWING OUT PANEL 0 0 . · DIGITAL INDICATORS FOR DISCHARGE AND SUCTION PRESSURE TRANSMITTER MOUNTED ON SWING OUT PANEL Bl I . ---· .. --FLOW METER SIGNAL CONVERTER WITH --.. --INDICATOR AND TOTALIZER FLUSH MOUNTED I- r-------7 I i-·· I I I I I I .---1 I "' T--·:>-I l --t-I . rT L _______ _J -~L '----------~ ON SWING OUT PANEL _ --INDICATOR LIGHTS AND SELECTOR SWITCHES MOUNTED ON SWING OUT PANEL _ .... -MOUNT RELAYS AND CONTROLS, POWER .. ---SUPPLY FOR PRESSURE TRANSMITTER, AND TERMINAL STRIPS ON BACK PANEL _ .. ..--TERMINAL STRIPS BEHIND SWING .... .. OUT PANEL (MCP-TS) FOR CONNECTION TO TELEMETRY PANEL BY OWNER ---PROVIDE 12" LONG x 6" HIGH CUT OUT WITH SMOOTH EDGES FOR CONDUCTORS FROM OWNER FURNISHED, OWNER INSTALLED TELEMETRY PANEL MCP2 ELEVATION SCALE: 3/4"=1'-0" I PWPS TELEMETRY PANEL-~BOW~ 9 10~768!'1-1"1TERIOR LIGHT I I (SURGE TANK ROOM) 20A 20A PW PRV VAULT-8_SOW~11 12~850!'1_ PW PRV VAULT (2 POLE) I I (2 POLE) PW PRV VAULT-~oow~13 14~---SPARE I I SPARE---~15 16~ -·-SPARE I I SPARE---~17 18~---SPARE I I 18 CIRCUIT (MIN.) TOTAL WATTS = 4060 TOTAL WATTS = 3994 TOTAL CONNECTED LOAD = 8054 WATTS NOTE: C0"1TRACTOR SHALL BALANCE LIGKTING PANEL LOADS AS REQUIRED FOR EQUIPMENT FURNISHED PWPS LIGHTING PANEL SCHEDULE E-6 "AS BUil T" P.E. __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DAlE t-1-1/-□9-/□-4 +-J-PM--1-M--A□-□-EN_□_uM_1 ---------+---+----1----1-----1 ~ c11r1N2fiNG ~~~~~AD u1J i-----i---t----------------1---+--+---l--~ ~IM:::P::::RO~VE:::;;:ME:::::NT:::::::::::P:::LAN==s===ro====R:======='....::::===! INCORPORATED ENCINA BASIN WATER RECLAMATION PROGRAM, PHASE II BRESSI RECYCLED AND POTABLE WATER PUMP STATIONS PWPS B..ECTRICAL SNJLE L.1tE DIA~ SCI-EDULE8, NO PANEL ELEVAT10NB APPROVED: WILLIAM §_,J-4J!MER t-----1---t----------------f---+--+---J--~ 4'-dll,6 •, ;,"'.: ~-• 9--'A-- 3802 """"~1ty ""'· . .._., ••. CA. 92501 i • .,_..,._ .. oo t---1---1------------------+---+---+----I-----I DEPUTY CITY ENGINEER PE 28176 EXP. 03-31-06 DATE APPROVED BY t....i 1J'. -, -:--,;fr-#.r,:----:-----+--=oc:-A=TEc--l--,IN"'1=T1A"'L-f------------------~D-A-1E-~I-NI_TI_AL__j__D_A_lE_.j__lN_ITI_Al_j OWN BY:~ PROJECT NO. DRAWING NO. REVISION DESCRIPTION RCVWDHKD BBYY:: PJPEMS 3889/391 Q 409-6 REGISTERED EN( INEER NO:-62220 DATE 9/03/04 ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL -II - ... 0 O> 0 "" CL V) ., I 0 (0 00 /--------------~ (//.,..,-, ---...."-,'\, I I I -C213 _,,, i~+f------------;l~=---=-~----- 1 '-._l_,.,' I ' I en I s ~l I D I ; I I / MF202, C216, C218, AIR COMPRESSORl AND RECEIVER C219, C220 -1 I ~---~----..------..-----------------------MF202-- 'f'~ C220 'f'~ C216, C218, C219 ) ' I I ' I I I ' MAIN 6 24" 12" ~ ----- N ~ ' 0 ,.., ' ,.., ~ ~. --- MATERIAL, EQUIPMENT, AND WORK DESCRIPTIONS 1. ALIGN FACE OF MCC, MTS, AND MCP PANEL DOORS. 2. INSTALL SHEET METAL FILLER PIECES {MATCHING ELECTRICAL PANEL GAUGE AND COLOR) AT TOP AND SIDES TO COVER OPENINGS BETWEEN BACK OF PANELS AND WALL. 3. ATTACH CONDUIT WITH UNISTRUT SUPPORT SYSTEM TO ROOF. 4. FACILITY GROUND, #250 MCM BC INSTALLED 6" BELOW BOTTOM OF FOOTING. PROVIDE GROUND WELLS AS SHOWN. 5. FLOW METER JUNCTION BOX PER MANUFACTURER. 6. SECURITY AND SMOKE DETECTOR MODULE PER SPECIFICATIONS. 7. PROVIDE 304 ST. STL. LEVEL SWITCH WITH BRACKET MOUNTED SLOSH SHIELD, GEMS LS-270 SERIES, OR EQUAL, SET BOTTOM OF SWITCH AT FINISHED FLOOR. SET JUNCTION BOX 48" ABOVE FLOOR. LEVEL SWITCH TO ACTIVATE SHUNT TRIP ON MAIN CIRCUIT BREAKER (DEENGERGIZE MAIN) AND PROVIDE ALARM TO TELEMETRY. SEE LEVEL SWITCH CONTROL SCHEMATIC DIAGRAM ON DWG. E-8. 8. 3/4" FLEXIBLE CONDUIT WITH 2-#12 AND 1-#12 GROUND. 9. CONNECT {CAD WELD) #2 BC GROUND TO #250 MCM BC GROUND LOOP AND CONNECT TO MCP ENCLOSURE. 10. WEATHERPROOF ROTARY KEY SWITCH AS MANUFACTURED BY ALLEN BRADLEY. ' 36"* 36"* 36"* 12· 9'-6"* --3"* 3 "* ----~ I I I 36"* 36"* rNEMA 3R W RAP / ' I I 36"* I I RWPS METERS PWPS METERS PULL SECTION I ' I AND MAIN C.R N I ,-.. I 12" I TYf>_ I -1 -f 3" {TYP.) I ' I ' \ A I " , ' AND MAIN C.R I I I I I I I I I I I I I I I I I I I I PROVIDE SEE SPE PROVISIO EPOXY ANCHORS CIAL CONSTRUCTION NS FOR DESIGN 3" RAISE I ,; I I I ;--SET 3"± D GROUT PAD ABOVE GROUND I I / I CONCRETE FOUNDATION / 1 • • .:i -~ : • • • • • • • ~1 • • • • • • • • • • I :f I I I I I -i- 1 I I I li \ I ' I ' I I \ ' I \ I I \ I , \ I I ' I I I II I I I I / I \ \ , I I ' , I , I / I I I 4®! 3/44 -k ____ _ I - ' I I ' \ , I ~------ca I I , / I 1"/11 / -IL· __ ·_-.1 I \ I I ' I \ I \ I i '-. PWPS ELECTRICAL POWER PLAN -·--.- SCALE: 3/8"-1 '-0" I I I ' \ I ' ..... ....... A ..... I A ..----·-. I \ / ..,,,. '·-. ___ ..,,,. '·-.. -.,.,,. /'•-JI._ ___ ..,,,. ...... -. ___ ..,,,. '·-. ___ ..,,,. ' ' I ~ I I 3'J/5• / 1 I LP-CRT 5 I 1, , I I / 1 -----<D'l' {TYP.) 3 ' -----:g')'.,0 I ; \ I 3 ~ ' ' I I / ~I 'i' / . ' ~I I I I ' / ~\ 1 I / / ,I re:--71 \, ~; <D / r -:::'l \ I .,b ~ I / \ ii ' \ I ,-; j I ~F4 I ,_g]!-@p ~ / I ;pf I \ ~WP j /~ I / \ . \ ''1 / 0 \ ' ' / 3 I ' . \ ' ·, I / '' I : \, I '., ,,,.. . / I \ ' l j • l t\ L___ ' J I @ j)·, / I/ ' , •-t·-·-·-·---+---•1"·: N '-' ' ' / 10 ·, I ----------~-----------------\\-------------'· · v ' ~-~------~-~---~---~ • , , -. IJ \ I ,,.,-----------------------------------•.--------------------'--------'\ I / ' ~ '-, A 0-' @ -·r1;"1o..,-f-@ -~ PWPS LIGHTING PLAN 1/~ 4 2;;00 IL,~ 10 '\. ~---\,---~ ,z'lez·;,,, ffi__ .. -...,____"-... -..-LP-CRT 1 ,, SCALE: 3/8"=1'-Q" ''\ Q.:y " 0 48 hoursBEFQREexcavation KR.n:c.r:R. ~TEWAR.T INCORPORA.TEO ~ OU. .,_., '"" ·~ ~ 1-(800)422-4133 3602 Unlvenlty Ave. • R'-'akle, CA. 92501 • 951-1584-6900 62220 DATE 9/03/04 NOTE: , <.Y/i'Y,{:&<~..:._'(. c\Z<~<{~'s.'<f.>Y I//,, ~ I PER SDG&E REQUIREMENTS. OBTAIN SHOP DRAWING APPROVAL FROM CITY AND SDG&E PRIOR TO FABRICATION. PLAN # • _jl 5 @ 12 O,C., EA. WAY, TOP AND BOTTOM \_ SCARIFY 12" BELOW CONCRETE FOUNDATION AND COMPACT TO 95% ELEVATION PWPS AND RWPS ELECTRICAL SERVICE z :::, SCALE: 3/8"=1 '-Q" i===-=====i ~;;;;;.,--,- " I II 11 II II i==~~=~~= t:.==r~=;;;;~;;;;;;;I .,~ PULL BOX, NEMA 4 ENCLOSURE, _// 24 "W x 24 "H x 12"0 WITH EXTERIOR DOOR AND PAD LOCK CLASP. ~~:C>---UNISTRUT MOUNTING CHANNEL GF201 I I I ---C4x5.4 MIN. ¼ 9/16"¢ HOLES _J TYP. 4 PLACES 8" _J 0 O+ f 1" {TYP) ? °====I] 0 ,-· 3/B"x6"x8" BASEPLATE BASE PLATE __ _l_ __ --,-~~~~ .. ~~==~---_N_o_N_-SHRINK GROUT ii " ::, ----....i a .,1,u• ..,, ,~-...... 1 , "" 1 '•·-~ 3/8"9! S.S. WEDGE ANCHORS, NOTES: L--------------'.,,,,, 3¼" MIN. EMBEDMENT 1. PROVIDE MOUNTING ACCESSORIES AS NECESSARY FOR EQUIPMENT. '-CONG. PAD,, 9" THK. 16" SQ. {MIN.) WITH 2. CHANNEL AND BASEPLATE SHALL BE A36 STEEL. 3/ 4 • CHAMFER 11/09/04 JPM HOT-DIP GALVANIZED AFTER FABRICATION. ELECTRICAL EQUIPMENT MOUNTING STANCHION DETAIL N.T.S. ADDENDUM 1 CEXi9 E-7 "AS BUil T" P.E. ___ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE fsHEETl CITY OF CARlSBAD I SHEETS I i----t-----t-----------------t---f----+--+---1 ~ ENGINEERING DEPARTMENT 36 t---i--+-----------------f---+--+----l---1 DA TE INITIAL DATE INITIAL DATE INITIAL ENGINEER Of WORK REVISION DESCRIPTION O'THER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: ENCINA BASIN WATER RECLAMATION PROGRAM, PHASE 11 BRESSI RECYCLED AND POTABLE WATER PUMP STATIONS PWP8 EOt.AENT EllLCtlG ELECTRICAL POWER PLAN AtO LIGiTINQ PL.AN APPROVs_D: 1'1!,LLIA~~MER . Wit«--= ~ ~-2 ..... 9-µ.pf DEPUTY aTY ENGINEER PE 28176 EXP. 03-31-06 DATE DWN BY: SfM CHKD BY: PES RVWD BY: JPM PROJECT NO. 3889/3910 DRAWING NO. 409-6 -II - ... 0 N 0 "' 0 ,,, I 0 co ., J ' ,:! .. . i . . '' SOLID ___J STATE L1 L2 L3 REDUCED --VOLTAGE 1-------J :125 / CB STARTER . (SSRVS) / . c--' SSRVS MOTOR XFMR • • • PROTECTION 480V/120V -. . ' -@ - T H: VENTILATION SF @ SUPPLY FAN T Y: SPACE CONTROL .....,,.__ . . HEATER XFMR ~TO • y y 480/120V H N ~C TO MCP2-TS - (TYP.) ~ HAND 0 PCR1 * HAND " MS4 PUMP SSRVS MS4-1 =1;: C 0 OFF PUMP ON * MS4-3 AUTO RTU,-1 G --o ~., -C 0 ETM ELAPSED TIME METER HPR-2 LPR1-2 LPR2-2 PFR-1 SSRVSR-1 MTAR-2 & '. '" '. " '" '. PUMP .. "' "' -" -.. -, I CONDITION RELAY ,.-® SSRVS r---------1 . I V I MOTOR ' SSRVS PROTECTION : PROTECTION , WITH MANUAL RESET L _________ J SSRVSF -1_/0 II./ SSIMR SSRVS FAIL SSRVS FAIL PROTECTION RELAY CONTACT ~ * SSRVSR-2 SSRVS FAIL ----0 C MS4-2 150 WATTS' '" -MOTOR SPACE "' HEATER RESET -1-COMMON FAIL RESET HPR-1 " HPTD 0-60 SEC TIME DELAY " SET AT 5 SEC. HPS1 HPTD * HPR-3 ~ J' ~ HPR HIGH PRESSURE n-:. ,>.. RELAY ® T.C. C ~ HIGH PRESSURE FAIL ----0 LPS1 MS4-4 LOW PRESSURE TIME DELAY (SUCTION) -I LPT01 0-120 SEC TIME DELAY -6-~ ·0 SET AT 30 SEC LPR1 -1 LPTD1 * LPRl-3 " --LPR1 LOW PRESSURE " RELAY (SUCTION) ;..~ T.C. ~ C LOW PRESSURE FAIL (SUCTION) LPS2 ----0 MS4-5 LOW PRESSURE TIME DELAY (DISCHARGE) II PTD2 0-120 SEC TIME DELAY 6 " ··0 SET AT 30 SEC LPR2-1 LPTD2 LOW PRESSURE ½PR2-3 II LPR2 " ;..-RELAY (DISCHARGE) ~ T.C. ~ C TCM-1 _,.-@ ----0 HIGH MOTOR TEMP TIME DELAY I I .--, -~--MT1D 0-60 SEC TIME DELAY " SET AT 5 SEC. MTAR-1 MTTD Y: MTAR HIGH MOTOR TEMPERATURE A AUX RELAY N.O.T.G_~ HIGH MOTOR TEMP * MTAR-3 FAIL TEl.tP. ----0 C CONTROL MODULE '•@ (TCM) I TEMP. _ PROBES -IN MOTOR PUMP MOTOR CONTROL SCHEMATIC DIAGRAM (TYPICAL PUMPS 4, 5, AND 6) LOCATED IN THE SOFT START PANEL ~r hwoBEFOR[noo,o!Oa 1-(800)422-4133 CALL Underground Service Alert , -SEE LOWER LEFT FOR CONTINUATION '• --LEVEL PROBE MATERIAL, EQUIPMENT, AND WORK DESCRIPTIONS SHEET E-B (2) I RELAY 0 I DRY CONTACT FROM OFOI RTU/TELEMETRY PANEL. D-lf----0 & ON DELAY TIMER ® NOT USED (0 TO 120 SEC.) 0 HOA SELECTOR SWITCH WITH AUXILIARY CONTACTS FOR HAND LP CRT 3 " ODT~ e-RELEASE AIR AND AUTOMATIC POSITION TO MCP-TS_ H N "' ;..~ RELAY VALVE 0 CONTACT FROM SSRVS FOR SSRVS FAIL CONDITION. TO EXCESS -I -181---' AIR LEVEL ® SOLID STATE REDUCED VOLTAGE STARTER PROTECTION FEATURES -_ -LEVEL PROBE 8 @ PROBE PER SPECIFICATION. RELAY 14 -( 1) -"lJ I -TO COMMON ® HIGH DISCHARGE PRESSURE SWITCH ( 150 TO 250 PSI RANGE), GROUND PROBE CLOSES ON HIGH PRESSURE, INITIAL SETTING AT 200 PSI. _j ' -& • ON DELAY TIMER .-LEVEL PROBE S7 0 LOW PRESSURE SWITCH AT SUCTION CAN (0 TO 200 PSI -" -(0 TO 120 SEC.) RELAY -(2) I RANGE), OPEN ON LOW PRESSURE. INITIAL SETTING AT 50 PSI. ODT1 e---;_J o----tl'---0 -• ADD AIR/OPEN ® LOW DISCHARGE PRESSURE SWITCH ( 150 TO 250 PSI RANGE), ;._~ SOLENOID & PROBE RELAY D-lf----0 • ON DELAY TIMER OPEN ON LOW PRESSURE, INITIAL SETTING AT 170 PSI. --TO ADD AIR (0 TO 120 SEC.) 0 I MOTOR TEMPERATURE CONTROL MODULE BY TEMPERATURE --PROBE ODT6 e-PROBE MANUFACTURER. ,~ -• CLOSE RELEASE -"' -;._~ AIR SOLENOID @ -TO COMMON NORMALLY OPEN, CLOSE ON HIGH TEMPERATURE. --GROUND PROBE RELAY /. LEVEL PROBE RELAY @ IJ n ·-TO CLOSE @ NOT USED -RELEASE AIR -(1) @ ;_J u LEVEL PROBE @ TRANSFORMER SIZED FOR VENTILATION SYSTEM AND TO COMMON STRIP HEATER. & ON DELAY TIMER -" GROUND PROBE " (0 TO 30 MIN.) @ SUPPLY FAN(S) AND SPACE HEATER THERMOSTAT OPERATOR SET AT 15 MIN. 0 C A ODT2 e-~ OPEN & PER MCC/SOFT START MANUFACTURER. o----tl'---0 -HWL AIR SOLENOID 8 ;._-PROBE RELAY LEVEL PROBE RELAY WITH REDUCED VOLTAGE TRANSFORMER 0 CLOSE RELAY PR5 AND NO/NC CONTACTS (TYP.). 0 TO HWL 0AUTO I -l I. @ @ PROBE PROVIDE SINGLE GROUND PROBE. AR2 PR6 @ LOCATED AT SURGE TANK. TO COMMON I' " --GROUND PROBE " .. @ @ LOCATED AT AIR COMRESSOR. P,R2 e-HWL RELAY _r:-:: TO RTU AR2 ~ RELEASE SOLENOID " VALVE ENGERGIZE " ~L1 " TO OPEN VALVE RESET -1 HY,:L 1 HWL ALARM LIGHT -m-" A -VALVE OPEN LIGHT ----0 ----0 _.-LEVEL PROBE RELAY ON DELAY TIMER -(2) Lt -(0 TO 30 MIN.) (1) CLOSE ON RISING LEVEL AND OPEN ON FALLING LEVEL. SET AT 15 MIN. D-lf----0 & (2) OPEN ON RISING LEVEL AND CLOSE ON FALLING LEVEL. ODT3 e-PWPS COMPRESSED AIR AND SURGE LP CRT.3 '" • LWL "' ;..-PROBE RELAY TANK LEVEL CONTROL SCHEMATIC DIAGRAM H N 0 -,-TO LWL u -PROBE LOCATED IN MCP2 ~ @ _ TO COMMON GROUND PROBE -LEVEL SWITCH 8 PR3 -0--.. LWL RELAY I'-:-= TO RTU RELAY " LP CRT.3 -(2) , ~L1 - LWL1 H N " -LWL ALARM LIGHT @-A D-lf----0 ON DELAY TIMER " - ----0 bl (0 TO 30 SEC.) .-LEVEL PROBE €)-RELAY '" . LEVEL SWITCH PHASE FAILURE "' (1) I y --;..~ RELAY I . PUSH TO TEST RESET TO SHUNT I PFA 1 WARNING-YELLOW -TRIP AT e-I " ON DELAY TIMER JI . SERVICE " (0 TO 120 SEC.) " r-7 /,''-LEVEL SWITCH ~SECTION ODT4 e-CLOSE ADD AIR -I 1 1; I PFA PHASE FAILURE -,i;~ c--2 D-#--[J ~ SOLENOID RELAY I .,, I AUXILIARY RELAY LR1 ©-~·' PFA 2 II LS RELAY -, .. PHASE FAILURE " 0 n _ TO CLOSE ADD AIR PFR -. ' .,, RELAY RESET ¼-3 @ SOLENOID PROBE L_""\ -I LS-1 ..LPFR-1, 2, " T...::._ \_ POWER MONITOR, WITH ADJUSTABLE II --~~O~~~M~~OBE T.......l & 4 TIME DELAY, SHOWN IN TRIPPED CONDITION. (MODIFY WHERE 0 C A BASED ON EQUIPMENT FURNISHED) ~ OPEN e-AIR SOLENOID POWER LEVEL SWITCH MONITOR RWPS 0 CLOSE RELAY 0 AUTO PR1 CONTROL SCHEMATIC DIAGRAM CONTROL SCHEMATIC DIAGRAM l I: LOCATED IN MCP2 LOCATED IN MCP2 AR1 PR4 I: II " @ AR1 ~ ADD AIR SOLENOID .. -VALVE ENGERGIZE " -TO OPEN VALVE ~ -3:st-VALVE OPEN LIGHT E-8 ,., SEE UPPER RIGHT FOR CONTINUATION ·~ "AS BUil T" ( 1) CLOSE ON RISING LEVEL AND OPEN ON FALLING LEVEL. P.E. EXP. DATE (2) OPEN ON RISING LEVEL AND CLOSE ON FALLING LEVEL. PWPS COMPRESSED AIR REVIEWED BY: AND SURGE TANK LEVEL CONTROL SCHEMATIC DIAGRAM INSPECTOR DATE CTr] CITY OF CARLSBAD ~ LOCATED IN MCP 2 5 ENGINEERING DEPARTMENT 6 IMPROVEMENT PLANS FOR: ENCINA BASIN WATER RECLAMATION PROGRAM, PHASE II BRESSI RECYCLED AND POTABLE WATER PUMP STATIONS ,iMESS/o.f. KRn:ctR PWPS ELECTRICAL CONlROL DIAGRAMS .. 'ft ~ '-iii SH;. .,: <£>TEWART ~ ' :(~ ~ APPROVED: WILLIAM ~MER c.-,~ :.c,_. INCORPORATfO 9-/D-,; -~ ~--= = = ~ ~~ . r, I!• ~ -No. 62220 =""'= ~ > ... Exp. 9-ll-05 ... DEPUTY CITY ENGINEER PE 28176 EXP. 03-31-06 DATE * * 3602 University A.ve. • Rlveniid., CA. 92501 • 951-68.of-6900 • I DWN BY: SFM ~ C/VI\ Iii:-" APPROVED BY I • I -r. ~• Y, h PROJECT NO. DRAWING NO. DATE INITIAL DA1E INITIAL DA1E INITIAL CHKD BY: PES 3889/3910 'tor u1. 1\~~ REVISION DESCRIPTION 409-6 REGISTERED EMGINEER No. 62220 DATE 9/03/04 ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY: JPM ' :' . II - ~ '( i'( :::E Q. * ~ -0 s I 0 "' ., DI AUTO POSITION . HAND POSITION . . ..,., PUMP RUN 0 MS4-3 ~ SSRVSR-2 . " "' HPR-3 " . " - ir LPR1-3 ::Ii ::, a. LPR2-3 H a:: fr MTAR-3 f----1 ~ START/STOP PUMP MCP2-TS DI/DO FOR OFOI RTU C 0---- 0---- 0---- 0---- o---- 0---- 0---- 0---- DO 0----i RTU-1 3C SHLD. CABLE --, TYP. MCP2-TS />J/NJ FOR Of'OI RTU DISCHARGE -A---1-<': 0-- - - PRESSURE AJ 4-20 MA -1-l-.. -1--c, 0-__ _ SUCTION --1-<': 0-- - - PRESSURE Al 4-20 MA --+--o·, 0-__ _ DISCHARGE --~, 0-- - - FLOW Al 4-20 MA 2 0---- PROVIDE MIN. 10 -. SPARE TERMINALS --~' 0-- - - ~--------f--0, 0---J CRT 9 PFR-4 DOOR SWITCH (I 1 LS-3 MOTION DETECTOR ---jf--0\ (}-1--- " t-lf-t-0, 0-- - - .. 0---- .. " +--H--t-0• 0-- -' \ " " \ +--lf--t-0, 0--- --\ \ SMOKE DETECTOR .. " +--lf--!--0• 0-_ _ _ '--INDICATES CONNECTION BY OWNER FROM TERMINAL STRIPS TO RTU (OFOI) C .___j-0, 0-- - - HWL .. LWL .. " C \ / PROVIDE MIN. 20 _,; SPARE TERMINALS 0---- 0---- 0---- MCP2 TERMINAL STRIP SCHEMATIC LP CRT.8 H ,_ I N.T.S. N 0-300 PSI PTD H:>ili---.-----1 PRESSURE INDICATOR AT MCP PS I POWER SUPPLY FOR f-------------------_., SUCTION AND PRESSUR:E'L------- TRAN SM ITTER.-"S'--- 4-20 MA, SHLD. CABLE TO TERMINAL STRIP PRESSURE INDICATOR PTS ~~ti<l--~--1 0-150 PSI 4-20 MA, SHLD. CABLE FLOW TO TERMINAL STRIP f---------------------4 SIGNAL CONVERTER FOR FLOW METER AT MCP 4-20 MA, SHLD. CABLE TO TERMINAL STRIP IL----------------------'T'-----l5i:1---,~--SIGNAL CABLE IN CONDUIT SCHEMATIC DIAGRAM FOR 120V POWER FOR MCP EQUIPMENT N.T.S. ~ 48 hours BEFORE excavation lh' 1-(800)422-4133 CALL Underground Service Alert LP CKT 1 120VAC H r ROTARY KEY SWITCH / LOCATED AT LIGHT / POLE c------------, 150W 1 PHOTOCELL 1 ~ 1 "l------i'--15<:!--<l>-15H )-.-l5<1,-_. OUTSIDE AREA LIGHT I " I W ( 1 1 ENTRANCE GATE) L,. ____________ .J 100W -o--!-~-----------"5<lµ -._. .. ,.. w ...... \ 100W OUTSIDE BUILDING WORK LIGHT 1-ROTARY KEY SWITCH LOCATED AT LIGHT POLE ~• 'rw-<H~-4 OUTSIDE BUILDING ~ WORK LIGHT PWPS EQUIPMENT BUILDING OUTSIDE LIGHT CONTROL DIAGRAM LOCATED IN MCP2 PANEL 2 SPEED,/2 WINDING STARTER r---------1 C.B. , MSH 480V/6DHZ-3~----e---o-------4--4>---I .. ,; : ; i 11 1 LM:SL : i: L--___,@ --, SUPPLY FAN L _________ J ' · • • CONTROL XFMR H _ I , , , 1 480 / 1 20V r---rr:::D------___J N HIGH OFF LOW AUTO I ' _II!-, -<He ! I : I I I ,+-, .L -----c ' ' I I I I I I _.L._ -----r. 0>---4-,--- TDH1 181 I TWO STAGE COOLING THERMOSTAT 1r7 I Hl.~H I i Lf.w ! L.'..'.._J ~~ --0 TOH -HIGH SPEED O TO 60 SEC. SET AT 1 0 SEC. TDL ,____. LOW SPEED O TO 60 SEC. SET AT 10 SEC. R 1--RUN HIGH ~-o. 0-----------..._~ MSH o,.~. ,,., ----1,f:----<I START HIGH TDL1 SUPPLY FAN CONTROL SCHEMATIC (TYPICAL SUPPLY FANS LOCATED IN THE MCC SPEED MSL ~.~ ,,. ' 1---U---<I START LOW SPEED ~~ G ,____. RUN LOW --0 DIAGRAM 1 AND 2) E-9 "AS BUil T" P.E, __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE fsHml CITY OF CARLSBAD fsREIBl f----l--+---------------l------+--+----1--...I ~~==6::::::..::::=::::::EN=G=IN:::::E::::E=Rl=N::::G=D::::E:::::P:::::A=RT::::M::::E::N=T==:.'~':::=::::::::6~ KRIEGER ~Tl':WART INCORPORATED 3602 University Ave. •. Riverside, CA. 9!50! • 951-664-5900 I_ .. _ ,. ,...;H:-------+--,,-;-=--+-,,~:--t-----------------i.---l---!..--L-_J APPROVED BY ' • ~-'-----DATE INITIAL DATE INITIAL DATE INITIAL REGISTERED ~INEER NO. 62220 DATE 9/03/04 ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: ENCINA BASIN WATER RECLAMATION PROGRAM, PHASE 11 BRESSI RECYCLED AND POTABLE WATER PUMP STATIONS PWPS ELECTFICAL CONTROL DIAGRAMS APPRO>!D: WILLIAM:-:L,IMMER u/$ t", ~•r a•"k"\ t:;i.-/t,-~ DEPUTY CITY ENGINEER' PE 28176 EXP. 03 31 06 DATE DWN BY: SFM PROJECT NO. DRAWING NO. ~~,g ~~: '.'.:~ 3889/3910 409 6