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DWG 404-7B; 3889; ENCINA BASIN WATER RECLAMATION PROGRAM PHASE II; 01-29
~ II ~ ij :;1 ·::I} i,' I I': I I I: i I ! , 111 ,i I:·.;::; , : ,:!, ! I, , . ----,--_________ J __ r'1 1 __ 1 __ · _,_. ~ ,--• ____ (; ______ :_, .. ,_ .. __ ··----1----L----····--------·---------------· ------------------- CONSTRUCTION PLANS FOR ENCINA BASIN . . . I ... ' -. "' --· . ATER RECLAMATION PROGRAM, PHASE II 48 hours BEFORE excavation 1-(800)422-4133 i CALL Underground Service Alert CALAVE : I : ! VICINITY MAP A RECYCLED ATER PUMP ST A TION / I (PROJECT NO. 3889) DRAWING INDEX (SWRCB PROJECT No. C-06-39O3-240) DWG. Ha. SHEET Ha. DESCRIPTION G-1 1 TITLE SHEET I ! CARLSBAD VISTA I ' G-2 2 G-3 3 G--4 -4 G-5 5 G-6 6 C-1 7 C-2 8 C-3 9 C--4 10 M-1 11 M-2 12 CONSTRUCTION NOTES ' ,- CONSTRUCTION NOTES ,. -,,. . LEGENDS, SYMBOLS, AN_O ABBREVIATIONS , ,/ '.. SCHEDULES AND PIPE DUTY DESIGNATIONS .... RECYCLED WATER SYSTEM SCHEMATIC DIAGRAM SITE AND GRADING PLAN SITE PIPING AND ELECTRICAL PLAN PERIMETER WALL ELEVATIONS ANO DETAIL; PERIMETER WALL FOUNDATION SECTION AND DETAILS EQUIPMENT BUILDING MECHANICAL PLAN EQUIPMENT BUILDING MECHANICAL ROOF' PLAN AND SECTION 1 I ' I rf' CAR.LSBAD MUNICIPAL WATER DISTRICT , CARLSBAD, CALIFORNIA . M-3 13 EQUIPMENT BUILDING MECHANICAL SECTION ANC> DISCONN(CT VAULT DETAIL M--4 1-4 SURGE ARRESTOR ANO MISCELLANEOUS DtTAILS M-5 15 MISCELLANEOUS DETAILS ! ' ' • I LOCATION MAP: ' CAMINO Ri:Ai. SOURCE OF OPOGRAPHY I EXISTING TOPOGRAPHY NOT SHOWN ON 1HESE PLANS. PROPOSED ROUGH GRADES, STREET STATION/NG, UTIUTIES. LOIS, AND WALLS ARE SHOWN PER'. O'DAY CONSULTANTS' IMPROVEMENT, MED/AN, STORM DRAIN, AND GRAD/NG PLANS FOR GALA vfRA HILLS, ~~~i6~9~ARLS,AD TRACT No. 00-02, q!TY OF CARLSBAD DRA'NING PROJECT LOCATION - ! THE PROJECT IS LOCATED ALONG THE FU TUR! EXTENSION OF COUEGE I BOUL£VARD, NORTH OF EL CAM/NO RfAL AND 'NITHIN LOT 118 OF I THE PROPOSED CALA VERA HILLS VILLAGE:. •x• DEi/ELOPEMENT. ·· , 1 BENCH MARKI. ' ' I , i I DESCRIPTION: STANDARD M-10 STREET CENTERLINE WELL M!)NUMENT. , LOCATION: Cf;NTERUNE OF EL CAMINO REAL AT ENGINEER'S S'/'ATION 454+92 PER R.S. 1800-1 RECORDED/ COUNTY BENCH LEVELS (NO COUNTY VERT. CONTROL DATA) . ' : ELEVATION: 6/J.479' DATUM: NGVD OF 1929 I I ' ' - ,•AS USE() BY O'DAY CONSULTANTS IN PREPARATION OF SAID , PLANS FOR GALA VERA HILLS, PHASE 1/, CARLSBAD TRACT No. 00-02. , I 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 MARCH 2004 KR.n:cr:R -&=s==-==------= ~TEWAl~T INCORPORATED 3602: UnlYersi~ A.110. • Rlvorside, Cft, 92501 • 909-664-6900 APPROVED BY -Al lrc'.\._!..<,_--1.1:,~~~---,- REGISTERED E NEER No • .'.tO ' A-1 16 EQUIPMENT BUILDING FLOOR AND ROOF' Pi.ANS A-2 17 EQUIPMENT BUILDING ELEVATIONS A-3 18 EQUIPMENT BUILDING SECTION ANO DETAILS i A--4 19 GATE ELEVATIONS l ' S-1 20 STANDARD STRUCTURAL DETAILS S-2 21 EQUIPMENT BUILDING FOUNDATION AND FLOOR PLAN S-3 22 EQUIPMENT BUILDING ROOF' FRAMING AND ROOF DRAINAGE'. PLAN$ S--4 23 EQUIPMENT BUILDING SECTIONS AND DETAIL S-5 2-4 MISCELLANEOUS STRUCTURAL DETAILS E-1 25 ELECTRICAL NOTES, SYMBOLS, CONDUIT AND CONDUCTOR SCHEDULE, AND ABBREVIATIONS E-2 26 ELECTRICAL SINGLE LINE DIAGRAM, SCHEDULES, AND PANEL ELEVATION E-3 27 EQUIPMENT BUILDING ELECTRICAL POWER PLAN AND LIGHTING PLAN E--4 28 ELECTRICAL CONTROL DIAGRAMS E-5 29 ELECTRICAL CONTROL DIAGRAMS "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THA r I AM THE ENGINEER or WORK FOR THIS PRO~ECf, THAT I HA VE EXERCISED RESPONSIBLE:. CHARGE:. OVER TH£ DESIGN OF THE PROJECT AS OEFfNED IN SfCTION 870J OF THE BUSINESS AND PROFESSIONS CODE, 'AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. / UNDERSTAND THAT TH£ CHECK OF PROJECr DRAWINGS ANO SPECIFICATIONS BY THf CITY Of CARLSBAD DOES NOT RELIEVf Mf AS ENGINEER Of WORK, Of MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: KRIEGER & STEWART, INCORPORATED ADDRESS: 3602 UNIVERSITY A VENUE CITY, ST.: RIVERSIDE, CALIFORNIA TELEPHO)IE: 909 684-6900 BY: ---,,:.cl~ l"-.-l-f-----#;~~~~=-----DATE: '-• 7• 0 4 R.C.E. N0.:--'2=04=5-=-J ________ _ ' \ REGISTRATION EXPIRATION DA TE: 09-30-05 "AS BUil T" REVIEWED BY: JM ,Vc,1,/q,?dn INSPECTOR J199fJ/lT G-1 i ,1',18~® DATE ISHE1ETI CITY OF CARLSBAD ISHEETSI 1----+---1--------------+---+-----+-----lf------l ENGINEERING DEPARTivtENT ·. 29 1-----+----+--------------+----+----+----lf---cl 1----+---+--------------+---+-----+-----lf------l IMPROVEMENT PLANS FOR: ENCINA BASIN WATER RECLAMATION PROGRAM, PHASE II CAI.AVERA RECYCLED WATER PUMP STATION TITI.E SHEET APPR?:VJ?: WIU:!J,M.,E,-?J,.UMMER ' aP-£«1-:1 ~ ~-•1k'l fk-l.!i-<21 1----+---1--------------+---+-----+-----lf------l DEPUTY CITY ENGINEE~ PE 28176 EXP. 03-31-06 DATE DATE INlllAl DATE INlllAL DWN BY: ~~ PROJECT NO. I DRAWING NO. 1---~-1---~---1 CHKD BY:~,.,__ 3889 404 78 OTHER APPROVAL CITY APPROVAL RVWD BY: JCR - DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION -----------------------------i------------------------------------------------------------...... --____________ __,. ' ' ' , 'I ; : T • ,---,i-,, i. :1 11 r111, -T'1 - --· r---- i I· ' I ' :· ' ·i j: ' l l .. ~ -.. ' ' II 0 g I 0 to 0:, ij -------· ------·. ------ ! I · jlij i;! ii 1 1 • · • ' I• 1''1' I I' 'I' I I ' ' . .:i.:' ,;:1_"•,'. GENERAL NOTES 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS. I . ,._, ' I 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, R!cSOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL, DOCUMENTS LISTED HEREON AS THE'.Y MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN _ RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. I . I 3. CITY APPROVAL Of PLANS DO!':S NOT RELIEVE THE DEVELOPER OR ENGINEER- Of-WORK FROM RESPONSIBILIT'i' FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION, ALL PLAN REVISION, 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 FlLED 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. I I 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINicD FROM THE CITY AND OTHER APPROPRIATE AGENCIES. I I . . 6. NO REVISIONS WILL BE MA.DE_, TO THESE PLANS w_ ITHOUT THE WRITTEN 1PPROVA_L OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE Pl.ANS AND TITLE SHEET. . . . 7. ACCESS FOR FIRE ANO OTHER EMERGENCY VEHICLES SHALL BE MAIN1AINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. I . ' I 8. A PRECONSTRUCTION MEETING SHAI I BE HELD 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 AVAIi.ABU;'. PR_IOR TO SCHEDULING. 9. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CALLING THE ENGINEERING 24 HOUR INSPECTION REQUEST LINE AT 17601 438-3891. INSPECTION REQUESTS MUST B• RECEIVED PRIOR TO 2:00 p_u., ON T "'v u••' T INS ,10N IS •"E'"'. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOl,J REQUEST OTHERWISE. REQUESTS MADI!: AFTER 2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS I.ATER. j _ •• 10. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND $HALI-BE SOLELY RESPONSIBLE FOR CONFORMING. TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND 1· REGULATIONS. · I 11. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY S!JBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO l;lE 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 TRl;:NCHES FIVE FEP! (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 ESTAAI ISHFD RY D:JE CONSTRUCTION SAEFJY ORDERS , IIII 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 SE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. I 12. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURING CONSTRUCTION. OPERATIONS wn I CfASE IMMFDIATEI y I\NO THE PERMlffiE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM T~E CITY ENGINEER TO DO so. I 1 3. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT ANO ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. ANO ;5:30 P.M. EACH DAY, MONDAY THRU FRIDAY AND NO_ EARTHMOVING OR i GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAIi.ABLE AT THE ENGINEERING DEPARTMENT COUNTER.) j . · I 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. I ' ' ' 15. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM. . I . · '· , 16. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIEJ SHOWN ON THE CONSTRUCTION PLANS Wl;:RE 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 Rl:QUIRED TO TAKE Due: PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES QR STRUCTURES NOT SHOWN. j -·, , . I 17. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES ( ABOVEGROUND AND UNDERGROl,JND ) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CON:;iTRUCTION PLANS IF IT IS FOUND THAT: THE ACTUAL LOCATIONS ARE IN CONFl,. CT WITH THE PROPOSED WORK. ~ 48 hours BEFORE excavation lh 1-caoo)422-4133 CALL Underground Service Alert 11 ! ! I ':I •1 I ' ' "' i - ' [1 I _I I ' I I ' i ' ' ' ,, I -------------·------------------------------'-I __ _ CONSTRUCTION NOTES 18. THE CONTRACTOR SHALL NOTIFY _AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO $TARTING 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 CAB.Ll:VISION , 1-800-422-4133 '760 438-6200 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 TIMfi'. OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. A. CARLSBAO J,lUNICIPAL CODE B. CITY OF CARLSBAD STANDARDS G. THIS SET OF PLANS AND ASSOCIATED SPECIFICATIONS. 0. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). _ E. SOILS REPORT AND RECOMMENDATIONS BY VINJE & MIDDLETON ENGINEERING, INC., DATED FEBRUARY 25, 2004. 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 ANO RE:CLAIMEO WATER. 21. CONTRACTOR SHALL REFER TO THE SPECIAL CONSTRUCTION PROVISIONS FOR THE PUMP STATION CONSTRUCTION SEQUENCJ!'. ANO TESTING PROCEDURE. CONTRACTOR SHALL COORDINATE WORK WITH OWNER AND SHALL R!;:STRICT WORK ACTIVITIES GENERALLY TO THE PROJECT SITE. CONTRACTOR SHALL FOLLOW THE SEQUENCE OF WORK SPECIFIED AN[) SUBMIT A SCHEDULE AND COORDINATE WITH OWNER. 22. CONTRACTOR SHALL PROTECT EXISTING FACILITIE~ 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 SECURE:D SY 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. MATERl,'IL DESCRIPTION LISTS WHERE PROVIDED ARe: FOR CLARITY AND SPECIAL ITEMS. NOl'. ALL EQUIPMENT, PIPING, VALVES, AND FITTINGS ARE INCLUDED IN MATERJAL DESCRIPTION LISTS. CONTRACTOR SHALL FURNISH AND INSTALL EQUIPMENT AND MATERIALS AS SHOWN ON THE DRAWINGS BY SYMBOL AND PER MATERIAL DESCRIPTION LISTS AND ANY MINOR PIPE FITTINGS, ADAPTERS AND APPURTENANCES. NE:CESSARY 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 ANO DIMENSIONS SHOWN ON THE STRUCTURAL DRAWINGS WITH RELATED REQUIREMENTS ON TI,E CIVIL, MECHANICAL, AND ELECTRICAL DRAWINGS AND EQUIPMENT SHOP DRAWINGS. · FLOOR ANO WALL OPENINGS, SLEEVES, VARIATIONS IN THE STRUCTURAi.. SLAB ELEVATIONS AND OTHicR 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 FURNISHE;D. 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. 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. 32. SEE SWRCB CONTRACT REQUIREMENTS FOR FURTHER INFORMATION. .33. CONTRACTOR SHALL PROVIDE ANO 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 WILL CONSIST OF MARGINAL QUALITY ROCKY MATERIALS WHICH MAY BE USED FOR SITE BACKFILL MATERIAL, PROVIDED THE SOIL IS PROCESSED AND CONDITIONED BY MIXING AND ADDITION OF SUITABLE MATERIAL FOR UNIFORMITY AND TO PROVIDE 40% BY WEIGHT FINER THAN #4 SIEVE. SOIL SHALL BE CLEAN, FREE OF VEGETATION, ROOTS, DEBRIS, DELETERIOUS MATTER AND ROCK GREATER THAN 4" DIAMETER. CONDITIONING SHALL BE APPROVED BY OWNER. 3. IMPORTED SELECT BACKFILL MATERIAL SHALL BE NON-EXPANSIVE, SANDY GRANULAR SOILS (SM/SW) WITH EXPANSIVE INDEX LESS THAN 21 AND SHALL BE FREE OF ROCK GREATER tHAN 4• DIAMETER. IMPORTED SELECT MATERIAL SHALL BE APPROVED BY OWNER. 4. SELECT BACKFILL MATERIAL MAY CONSIST OF CONDITIONED ONSITE MATERIAL (ITEM 2 ABOVE) OR IMPORTED SELECT BACKFILL MATERIAL (ITEM 3 ABOVE). 5. CONTRACTOR SHALL IMPORT SUFFICIENT QUANTITIES OF SELECTED FILL MATERIAL TO ACHIEVE THE SPECIFIED FINISHED GRADES AND MINIMUM RELATIVE COMPACTION. 6. THE FINAL SURFACES SHALL BE WHEEL ROLLED TO A SMOOTH, WELL COMPACTED SURFACE AT BOTH SUBGRADE AND AT FINISHED GRADE. 7. THE SOILS UNDER AND .5 FEET BEYOND THE SURGE TANK FOUNDATION, SHALL BE SUBE)\CAVATED A lv\lNIMUM OF 3 FEET BELOW BOTTOM OF FOOTING. THE BOTTOM OF THE EXCAVATION SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES, BROUGHT TO NEAR OPTIMUM MOISTURE CONTENT AND COMPACTED TO A MINIMUM RELATIVE COMPACTION OF 95%. STRUCTURE BACKFILL SHALL BE SELECT BACKFILL MATERIAL COMPACTED TO 95% MINIMUM RELATIVE COMPACTION. B. AREAS TO BE PAVED SHALL BY PROVIDED WITH MINIMUM OF 3• ASPHALT ON 4• OF CLASS 2 BASE. SUBGRADE SOILS SHALL BE SCARIFIED 12" DEEP AND RECOMPACTEO TO 95% RELATIVE COMPACTION. CLASS 2 BASE SHALL BE COMPACTED TO 95% RELATIVE COMPACTION. 9. OWNER SHALL APPROVE PREPARATION OF ALL NATURAL GROUND SURFACES PRIOR TO PLACEMENT OF FILL ON THAT SURFACE. 10. CONTRACTOR IS RESPONSIBLE FOR EROSION, DUST, AND TEMPORARY DRAINAGE CONTROL UNTIL PROJECT COMPLETION. 11. CONTRACTOR SHALL REMOVE AND LEGALLY DISPOSE OF ALL ROCKS OR BOULDERS GREATER THAN 6" THAT ARE ENCOUNTERED ON-SITE. 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 COLLEGE BLVD. TRAFFlC CONTROL PLANS SHALL BE PREPARED ON 24"x~s· 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), ANO 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, ANO 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 ANO 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. 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. C. D. CONTRACTOR SHALL, AS A MINIMUM, HAVE ACCOMPLISHED BY THE END OF EACH WORK PERIOD THE FOLLOWING: 1) REMOVAL OF ALL DEBRIS AND CONSTRUCTION MATERIALS FROM PUBLIC STREETS, CONSTRUCTION RIGHTS-OF-WAY, ANO PRIVATE PROPERTY. 2) REMOVAL OF ALL TRAFFIC CONTROL EXCEPT TRAFFIC CONTROL REQUIRED FOR SAFETY. 3) 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 ANO 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 STEl:L WHEELED PAVEMENT ROLLER, AND PROPERLY MAINTAINED. 4) 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 ANO AS DIRECTED BY THE CITY.) 5) 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 DURING THE DAY ON WEEK DAYS, SATURDAYS, SUNDAYS, AND HOLIDAYS ANO 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 RESPOND TO SAID REQUESTS. PERMANENT ASPHALT CONCRETE PAVEMENT REPLACEMENT 1) PREPARATION WITHIN 14 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 95il RELATIVE COMPACTION MINIMUM. 2) THICKNESS COLLEGE BLVD. PERMANENT ASPHALT CONCRETE PAVEMENT SHALL BE HOT Pl.ACED TO 4• 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 ANO 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 REPLACED 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 RE;PLACED IN ACCORDANCE WITH CITY OF CARLSBAD SPECIFICATIONS, STANDARDS, AND PERMITS. "AS BUil T" G-2 . @4 ~~@~vi.. a:~ 1a-/(J P.E. 2,rJJ7(, EXP 'j-J/•/Z. DATE REVIEWED BY: i/aeAlctfl<1boo t:-1~• Ill' INSPECTOR DA TE EA IIS BUILT l---+--+----------+-------1---1-----l----11 SH2EET I CITY OF CARLSBAD rSHilisl ENGINEERING DEPARTMENT l__1U t---t--t----------------------l---l---l-----1-----1 ;;IMP~R~O~VE~M~E~N~T~P~LAN~~S~F~O~R:::::::::::::::::::=:::::::::::::::=::::=.::::::==:~ ENCINA BASIN WATER RECLAMATION PROGRAM, PHASt 11 CALAVERA RECYCLED WATER PUMP STATION K:R.IfGEQ. INCORP'ORA.fEO 3602 Untvonii\)' AV(l./,verr./"-c,...'92701 • 9D9-664-69OO ,. , _JI. APPROVED BY RECISTERED ENt;;NEER No. ba \ il-, DATE b• 7-64 DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OA TE INITIAL OTHER APPROVAL DA TE INITIAL Cl TY APPROVAL CONSTRUCTION NOTES APPROVE.]): WILl,IAM ,.E.~ER /-~¼--~ ,,,..._.., ----.#V'~ s .. DEPUTY CITY ENGINEER PE 26175 EXP. OJ-31 ~-.<S:-04 06 DATE · DWN BY: SPK I PROJECT NO. CHKD BY: PES -iaag RVWD BY: RSW ._, I DRAWING NO. _ 404-78 ' I " ' ; : ' i ' ; ! ) I ' ! ! ' ! i I ! ' I " i ' I , I ' . I ' ! ' '~-------------- II '-' RECLAIMED WATER NOTES 1. All RECLAIMED WATER MAIN AND APPURTENANCES Sf!ALL BE CONSTRL,CTED IN ACCORDANCE WITH THE "CARLSBAD RECLAMATION RUl,ES AND REGULATIONS FOR THE CONSTRUCTION O.F RECLAIM.ED WATER MAINS-CARLSrD MU·N. ICIPAL WtTER DISTRICT" OCTOBER 1993 OR AS AM!;NDED. ·. I 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PER IT FROM THE Dl,ISION OF INDUSTRIAL SAFETY AND PROVIDE PROOF OF OSHA NOTIFICATION BEFO E ANY 1;:XCAYATION AND SHALL ADHERE TO All PROVISIONS 'or THE •.. STATE C NSTRUCTION SAFETY ORDERS. t 3. BEFO. RE A ... NY CONNECTION OR. SHUT DOWN OF VALVE ON EXISTING CMWD LINES, A PERMIT SHALL BE OBTAINED FROM THE CMWD OFFIC. AND. M. ·. ·.UST BE TIGNED AND APPROVED BY DISTRICT ENGINEER AND DISTRICT SUPfRINTENDENT. I 4. NO PONDING, RUN-OFF OR OVER-SPRAY OF IRRIGATION WATER IS PERMITTED. 5. HOSE BIB CONNECTIONS TO THE RECLAIMED WATER 1RE STRICTLY PR1HIBITED. 6. ON-.SITE CROSS-CONNECTIONS BETWEEN RECLAIMED WATER LIN~S AND POTABLE WATER LINES IS STRICTLY PROHIBITED. I . • . . I . 7. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ATLOWED W, ITHOUT PRIOR APPROVAL OF THE CARLSBAD MUNICIPAL WATER DISTRICT. I . 8. All ON-SITE PIPES SHALL HAYE WARNING TAPE l. ER CAR .. LSBAO M JNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. I . . . 9. PROVIDE A MINIMUM OF AT LEAST 18 INCHES OF COVER OVER All IR 'IGATION WIRING AND PIPING. I . .. . 1 D. PRIVATE LOTS SHALL BE PROTECTED FROM CONTACT fROM RECLAIMED ,WATER, WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION, THROUGH IRRIGPflON OR OTHER APPROVE!) USE. LACK OF PROTECTION, WHETHER 8) DESIGN, CONSTR ICTION PRACTICE OR SYSTEl-4 OPERATION, IS STRICTLY PROHIBITED. 11. CONTRACTOR SHALL ADJUST HEADS TO PREVENT ov:R-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 MVNICIPAL WATt;:R DISTRICT'S R.ULES P m REGULATIONS. 13. All POTABLE WATER AND RECLAIMED WATER PIPING1 SHALL BE INSTA~LED WITH THE STENCILING ORIENTED TOWARD THE TOP OF THE TREICH. ··, ' I 14. A 10 FOOT HORIZONTAL Sl::PARA. TION BETWEEN POTAEjLE WAT, E. R AND Rf CLA. !MED WATER MAINS MUST BE MAINTAINED AT ALL TIMES. THE pl OTABLE. LINE MU T BE INSTALLED ABOVE THj:: RECLAIMED LINE. · 15. A MINIMUM OF 12 INCHES OF VERTICAL SEPArTION BETWEEN ~TILITIES MUST BE MAINTAINED AT ALL TIMES. . I 16. WHEN A POTABLE WATER LINE AND RECLAIMED WATEF! LINE CROSS, TrfE RECLAIMED LINE SHALL BE INSTALLED WITHIN A PROTECTIVE SLE~E. THE SLEEVf! SHALL EXTEND 10 FEET FROM EACH SIDE, FROM THE CENTER LINE OF THE .POTABLE LINE, FOR A TOTAL OF 20 FEET. SEWER NOTES: 1. SEWl;:R MAIN AND APPURTENANCES SHALL BE CONST . UCTED IN ACCORPANCE WITH THE "CARLSBAD MUNICIPAL WATER DISTRICT'$ SEWER SYSTEM -DESIGN CRITERIA, · STANDARD DRAWING AND SPECIFICATIONS", AND THE I STANDARD SPECIFICATIONS, MARCH 1993, AND THE STANDARD SPECIFIC ,TIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION (GRE~N BOOK). 2. THE CO.NTRACTOR SHALL OBTAIN AN EXCAYATIO PERMIT FROM 1--IE DIVISION .. OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL ADH :RE TO ALL 3. ::~~:~ON;N~F :~N:T;:~o:ON~:u~::N ;:~:;T.:1D~::TING SYST~M. A PERMIT SHALL BE OBTAINED FROM THE DISTRICT. IT MU T BE SIGNED AND APPROVED BY THE DISTRICT'S ENGINEER AND SUPE:RINTENDE;NT. PIPING/VALVE$ NOTES 1. PIPE MATERIALS AND TEST .PRESSURES SHALL BE AS, .. SHOWN ON THE ..l~IPE MATERIAL SCHEDULE! AND AS SPECIFIED HEREIN. PIPING HAS BEEN Di;:SIGNED tJASED ON SAID TABLE. F.LANGED JOINTS SHAL.·l BE PROVIDED WHERi SHOWN. ft.ANGE BOLTS, NUTS, AND FASTENERS SHALL BE A325. t 2. PIPELI .. NI;'. EL.EVATIONS SHOWN ARE FOR CENTERLINE 01! PIPE UNLESS O HERWISE NOTED. PIPELINES' SHALL BE STRAIGHT GRADE BETWEEN ELEVATIONS SHOWN. CONTRACTOR SHALL PROVIDE ALL SHORTS, SPOOLS, AND FITTINGS NECESSARY TO h EET ELEVATIONS ~~~m I •·. . I 3. VALVES SHALL BE AS SPECIFIED, AS LISTED IN EQUIPMENT AND MATERIA S DESCRIPTIONS, AND AS S'HOWN BY SYMBOL O.N THE DRAWINGS. 1 • 4. PIPE SHALL BE INSTALLED IN TRENCH CONDITION AN& AS SPECIFIED IN THE PIPELINE ~E~WJ~V~~siEsfi~~~r1ici1~i'.t 1~E r~iM~6~E~~~L(.L~~Ngo3~f&~iTig~ ~f~bs Tf~i~~G SECTION WHICH SHALL BE COMPACTED TO 95%. • TO MINIMUM 90'5 COMPACTIOM, WHERE PIPE IS LOC ,TED UNDER CONCRETE SLABS AND FOOTINGS, ALL TRENCH BACKFILL SHALL BE MIN MUM 95% COMPl)CTION. TRENCH BACKFILL IN ALL OTHER AREAS SHALL BE 90% E:XCEPT 12· Of·. SUBGRADIE BELOW PAVING 5. PIPE TRENCHES SHALL BE EXCAVATED 12" BELOW B TTOM OF PIPE, '.!CARIFIED 12• AND COMPACTED TO 9.5% RELATIVE COMPACTION.: PIPE ZONE BEDQING AND BACKFILL ( 12 INCHES BELOW BOTTOM OF PIPE TO Of'JE FOOT OYER T\)P OF PIPE) SHALL BE SAND (MIN. SE OF 30}, WITH A COEFFICIE~T OF PERMEABl~ITY GREATER THAN 1.4"/HR (35 MM/HR) COMPACTED TO, 90% RELATIVE COMPACTION. REMAINING TRENCH BACKFILL $HALL BE SELECT BAC!<iFILL CMPACTED 1;0 90% RELATIVE COMPACITON. THE UPPER 12• OF SUBGRADE SHALLI BE COMPACTED Tl O .951' RELATIVE COMPACTION. · · . . 6. ALL PIPE SHALL BE TESTED PER SPECIFICATIONS. TE5iT PRESSURE SHA\.L BE AS LISTED IN THE PIPE MATE;RIAL SCHEDULE FOR HYDROSTATIC 1 AND LEAKAGE T~STS. TESTING AGAINST VALVES IS NOT PERMITTED; CONTRACTOR SHALL INSTALL BUL~HEADS, BLIND FLANGES, AND TOP OUTLETS AS REQUIRED FOR TESTING. ALL PIPING l,INDER CONCRETE SLABS/FOUNDATIONS SHALL PASS PRESSURE TESTING PRIOR TO PLACING CONCRETE. PIPE TO BE DISINFECTED IN ACCORDANCE WITH CMWD' STANDARDS AND SPECIFICATIONS. ~ 48 hours BEFORE excavation lk 1-(aoo)42z-4133 CALL Underground Service Alert . I • ' i 11 : I . ''I I i ! I I I i I ' " ' I: ! : . ' I :; I I I ' ' : . i 11!' 1: I I I ' i ' I ' , . I I I I ' CONSTRUCTION NOTES 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. 9. All BURIED VALVES SHALL BE INSTALLED IN ACCORDANCE WITH CMWD STANDARD DRAWINGS WI 3 AND W16. VALVE CAN LID SHALL BE MARKED "RECYCLED WATER". 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 031 OD, 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. CONCRETE CURI NG A. ALL CURING SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION 03300. B. MINIMUM FOUNDATION CURE TIME PRIOR TO PLACING MASONRY BLOCK IS 7 DAYS. 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. MASONRY CONSTRUCTION NOTES 1. ALL MASONRY SHALL BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATION SECTION 04200, EXCEPT AS MODIFIED HEREAFTER. 2. GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI. 3. MORTAR SHALL BE TYPE S, CONFORMING TO ASTM C-270, WITH A MINIMUM COMPRESSIVE STRENGTH OF 2100 PSI AT 28 DAYS. 4. EQUIPMENT BUILDING AND SITE MASONRY WALLS SHALL CONSIST OF MEDIUM WEIGHT a·xa·x16" AND 12"X8i<16" COLORED CONCRETE MASONRY BLOCK. ALL CONCRETE MASONRY UNITS (CMU) SHALL BE GRADE N, TYPE I PER ASTM C90, WITH A MINIMUM COMPRESSIVE STRENGTH ON NETAREA OF BLOCK OF 2450 PSI AND MINIMUM COMPRESSIVE STRENGTH OF GROUTED CMUASSEMBLY (F'm) OF 1800 PSI AT 28 DAYS. BLOCK COLOR, STYLE, AND TEXTURE SHALL BE AS SPECIFIED ON THE DRAWINGS. CONTRACTOR SHALL SUBMIT BLOCK SAMPLES AND CERTIFICATION TO THE OWNER FOR APPROVAL AND CONFIRMATION OF SELECTION. 5. HEIGHT OF GROUT POURS SHALL NOT EXCEED 4'. ALL POURS SHALL BE STOPPED 1-1 /2" BELOW TOP OF COURSE TO FORM A KEY AT ALL POUR JOINTS. 6. All MASONRY WALLS SHALL BE CONSTRUCTED TRUE, LEVEL, AND PLUMB. MORTAR JOINTS SHALL BE COLORED (AS SPECIFIED ON THE DRAWINGS), STRAIGHT, CLEAN, AND UNIFORM IN THICKNESS. 7. UNLESS SHOWN OTHERWISE ON THE DRAWINGS, BLOCK MODULES SHALL BE U-LINTEL BLOCK ABOVE ALL OPENINGS (DOORS, WINDOWS, LOUVERS, ETC.). 8. ALL MASONRY WALLS RETAINING SOIL BACKFILL SHALL BE ALLOWED TO CURE FOR A MINIMUM OF 28 DAYS (AFTER COMPLETION OF GROUT PLACEMENT) BEFORE BACKFILL OPERATIONS MAY COMMENCE. 9. THE OWNER SHALL PROVIDE CONTINUOUS SPECIAL INSPECTION BY A REGISTERED DEPUTY BUILDING INSPECTOR FOR GROUTED CONCRETE MASONRY DURING PREPARATION OF ANY REQUIRED PRISMS OR TEST SPECIMENS, SAMPLING AND PLACING ALL MASONRY UNITS, PLACEMENT OF REINFORCING STEEL, INSPECTION OF GROUT SPACES PRIOR TO EACH GROUTING OPERATION, AND DURING ALL GROUTING OPERATIONS. METAL DECKING NOTES 1. CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AND LABOR NECESSARY TO COMPLETE METAL DECKING INSTALLATION PER THE TECHNICAL SPECIFICATIONS. 2. METAL DECKING SHALL BE MINIMUM 16 GAGE STEEL WITH 1-1/2 INCH HIGH RIBS AND 36 INCH WIDE PANELS. METAL DECKING SHALL BE "IMSA/ASC BUILDING PRODUCTS" TYPE 8-36, OR APPROVED EQUAL, WITH THE FOLLOWING MINIMUM STRUCTURAL PROPERTIES: S+ = 0-407 IN3 S-= 0.415 IN3 3. ALL DECKING SHALL CONFORM TO ASTM A446 WITH MINIMUM YIELD STRENGTH OF 38 KSI. All DECKING SHALL BE COATED WITH A G-90 (0.90 OZ./SQ.FT) GALVANIZED COATING IN ACCORDANCE WITH ASTM A525. 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. i i INCORPDRATII) APPROVED BY-.i./.(:J_{i':Z'!"1#-~,f1_~'~·:z--,---,- REGISTERED EN~NEER No. I, J' I Jll I' DATE I.· 1-0~ I I 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 UN ISTRUT TYPE SUPPORT SYSTEM. 3. GROUNDING SHALL BE AS SHOWM OM 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. 1 D. WHERE CAST IN CONCRETE OR STUBBED UP ABOVE GRADE, CONDUIT SHALL BE MINIMUM 3/ 4 • DIA. RIGID STEEL, SCH. 40, HOT DIPPED GALVANIZED (HDG) 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 HDG. EXPOSED CONDUITS SHALL BE MOUNTED WITH UNISTRUT SUPPORTS OR CONDUIT CLAMPS AT 8' -o• 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 MINIMUf.l 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 1;:ACH 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 OPERATIOM 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 OTH{;RWISE, COLOR OF ALL ELECTRICAL PANELS SHALi.. J3E ANSI 49 LIGHT GRAY, 19. UNLESS NOTED OTHERWISE, PROVIDE 3C (MINIMUM) #15 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. G-3 '' AS BUil T" ~ c1Z1t{'.«t4--s-,a .,-;o PE, '2,8/7'2 EXP. ':J-'13-t?-,, DATE REVIEWED BY: Jee .#r:,#q/,011 tS-/~•tl7 INSPECTOR DATE i >----+~--+ 1 -ll 1"_"'_· .. ~_.,,,,w__r.JDl_1C. __ -=-=---=-=---=-=---=-=---=-=---=_=_+:=~-=-=r_:--=_=_-;-:~_--=_=_:-:=_-~T,1=sH==r:,_E::::T~I ::::;C::::IT::;;;:;Y~O:;:::::;F~C;:;:::A:::R;:::::;LS:::::;:::::;:::B:::A:::;::;:D::::;-;:::::I :::::;;;;:;~I .J ENGINEERING DEPARTMENT 9 ;::IMP:::::R:::O::VE~ME:::N::T:::=P:::Ll\.N==::l:::=F:::O::R:======='...'.::==::: ENCINA BASIN WATER RECLAMATION PROGRAM, PHASE 11 CALAVERA RECYCLED WATER PUMP STATION CONSTRUCTION NOTES APPR:;;.9:JLLIA~ ~~ER . ~ ~ ~-••••% -tfo~S-a+ 1-----,,----+-----------------;,----+---+---+---1 DEPUTY CITY ENGINEER PE 28175 EXP. 03-31-05 DATE DWN BY: SPK I PROJECT NO. I DRAWING NO, CHKD BY: PES 3889 404 7B RVWD BY: RSW - DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL . - I I I ' -1 ! II ,,, I <O "' j g I 0 (D 00 i I 1 I i ' , i ---------------~ SYMBOLS AND LEGEND 30RW --81 --- --81 --- SECTION VIEW SECTION "C", CUT Ql,j DRAWING M-6. SECTION cur - SECTION "M" SHOWN ON DRAWING E-4. ' DETAIL 2 SHOWN ON DRAWING S-5. 30"' DIAMETER or PIPELINE RWa DUTY OF PIPELINE PROPOSED FINISH CONTOUR. EXISTING CONTOUR. CHAIN LINK FENCE, iji HIGH W/3 STRANDS BARBED WIRE PER SPECIFICATIONS. FITTING SYMBOLS WELDED • • MECHANICAL JOINT ---1--- FLANGED SINGLE LINE\ / DOUBLE LINE (TYP) (TYP) -~1t-1II:;:, :;::, = FLANGED TEE I"'\ I ' --111[' ,___ ___ -111-- - --- FLANGED ELBOW (ANGLE AS SHOWN} FLANGED JOINT REDUCER VICTAULIC GROOVED PIPE COUPL.JNG BLIND FLANGE THREADED AND SOLVENT-WELDE!) FITTING SYMBOLS t ELBOW ELBOW UP ----+10 ELBOW DOWN -{>-REDUCER T TEE TEE BRANCH UP TEE BRANCH DOWN UNIOH END CAP ( ANGLES AS SHOWH. AU. ) EVEN lHCRE:MENTS O 90' .... 90', ·~ 22 ,%-. It 1/.r, ,-ii... rKJ 48 hours BEFORE excavation ~ 1-(800)422-4133 {Y CAil Underground Service Alert ' ' 11 I I '!,II!' illil I I ' -'I ·:1 ! ' ,, I I ,: ' -- - - SINGLE LINE ~~ --i,.....-1-- FlANGEO '-I _r SCR[~[O' - (TYP) ~TYP) I I 191-- 1 --+l'J- ,J_ ~~ - ! I ' ' ' ' '' I ' i ' ,, ' ' ' I ' ' VALVES DOUBLE LINE ~ ~ ~ ~ I ! L i___ _ __ _ __ _ :fi ,,_ I ' : I - - ' SHORT BODY FLANGED BUTTERFLY VALVE, A.W.W.A. C504, SHOWING ORIENTATION OF' OPE~ATOR V/AFER STYLE BUTTERFLY VALVE GATE VALVE (USE THREADED VALVE FOR 3" OR SMALLER UNLESS OTHERWISE NOTED) ' P.v.c. BALL VALVE, TRUE UNION (1"_AND_ UNDER} OR FLANGED TYPE ~OVER I") STAINLESS STEEL BALL VALVE _ ECCENTRIC PLUG VALVE PVC BA.LL CHECK VALVE SWING CHECK VALVE AUTOMATIC OPERATED VALVE SOLENOID QPERATED VALVE t.4ULTIPORT VALVE 3-WAY PRESSURE RELIEF VALVE ljYDRAULICALLY OPERATED VALVE PRESSURE REGULATIN\l VALVE ~CK-PRESSURE VALVE ANTI-SIPHOH VALVE A/C,A.C.,AC AP A,S. BOT BC CJ CL., t CL EL CLR CMU CONT C.0,f,G. CTF CTS E EC EG EL EP E.W. EXIST., (E} FD1 ff, FIN, FLR FG FIP FL., t FLG FRP FTG FUT. GB GSM HS HOG HDPE HHWL HP HWL INV LLH LLV LLWL LWL MISCE-LANEOUS SYMBOLS I lL_ I G -x -m- 1 • -p- [~ I F.H, _: -• "TT'I : · ' : ' ~ ' ' ! j. ' ' ! ' • 1 I' ~ ~ ' . 1 1 H,B. ~-'-+-- ' [' ·1 i I , ! • ' I ' !-, ROTAMETER FLOW SIGHT GLASS FLOW METER FLEX COUPLIN(l GRAVITY CLEAN OUT PER CMWD STD. D'(iG. S-6 PRESSURE CLEAH OUT -; FIRE HYDRANT : HOSE BIB (size: NOTED) FLOOR DRAIH WITH CAST IRON GRATE AND BRONZE STRAINER (ZURN Z41_ 5 OR EQUAL) ;]i -r- ' 11 1: r I I ,,, ' I I ' I ,, I ' ABS CIP CISP CMC CML CMLC, CML&C CML&TC DI DIP FRP GIP - --r i I ' -j --------------------------------------------------------------------I ' - ABBREVIATIONS AND NOTATIONS REFERENCE DRAWINGS ASPHALT CONCRETE ANGLE POINT AS SHOWN BOTTOM BEGINNING CURVE CONTROL JOINT CENTERLINE CENTERLINE ELEVATION CLEAR, CLEARANCE CONCRETE MASONRY UNIT CONTINUOUS CLEAN our TO GRADE CUT-TO-FIT CATHODIC TEST STATION EAST COORDINATE END CURVE EXISTING GRADE ELEVATION ELEVATION EDGE OF PAVING EACH WAY EXISTING MANUF. MGD MH MIP MISC. MJ N NIC OFCI, O.F.C.I. OFOI, O.F .0.1. OH OHE PORC PL, t PS-I R RC, R.C, REQ. SCH, SCHED SPEC MANUFACTURER 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 RADIUS RELATIVE COMPACTION REQUIRED/REQUIREMENTS SCHEDULE BOUND SPECIFICATIONS (CONSTRUCTION DRAWINGS FOR VARIOUS EXISTING FACILITIES SHOWN) 1. CITY OF" CARLSBAD DRAWING No. 390-9 2. CITY OF" CARLSBAD DRAWING No. 404-7 3. CITY OF" CARLSBAD DRAWING No. 303-2 FLOOR DRAIN, TYPE 1, 2, ETC., REFER TO SSPWC STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION} MISCELLANEOUS SYMBOLS FINISH FLOOR ELEVATION FINISH GRADE ELEVATIOH FEMALE IROH PIPE FLOW LINE ELEVATION FLANGE FIBERGLASS REINFORCED PLASTIC FOOTING FUTURE CONSTRUCTIOH GRADE BREAK GALVANIZED SHEET METAL HOSE BIBB HOT DIPPED GALVANIZED HIGH DENSITY POLYETHYLENE HIGH HIGH WATER LEVEL HIGH POINT HIGH WATER LEVEL INVERT ELEVATIOH LONG LEG HORIZONTAL LONG LEG VERTICAL LOW LOW WATER LEVEL LOW WATER LEVEL ST,STL,s.s. STD DWG T&B TB TC, TOC TD TG TP TS TW, TOW TYP UNO, U.N,0, VPI WS • STAINLESS STEEL STANDARD DRAWING-REFER TO BOUND SPECIFICATION TOP AND BOTTO i.t TOP OF BERM ELEVATIOH TOP OF CONCRETE ELEVATION, TOP OF CURB ELEVATION TOP Of' DRAIH ELEVATION TOP Of' GRATE ELEVATIOH TOP OF PILASTER TOP OF STEEL FENCE TOP Of' 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 GENERAL CONSTRUCTION NOTES. DIMENSION TO BE VERIFIED PRIOR TO CONSTRUCTION AND PRIOR TO ORDERING EQUIPMENT DEPENDENT UPON DIMENSION. ABBREVIATIONS FOR PIPE MATERIALS 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.) HOG HOPE PVC RCP scs SS, S.STL. STD.WT. STL VCP WSP 1/4"CT HOT DIPPED GALVANIZED (SCH.40 UNO} HIGH DENSITY POLYETHYLENE POLYVINYL CHLORIDE REINFORCED CONCRETE PIPE SEAMLESS CARBON STEEL STAINLESS STEEL STANDARD WEIGHT STEEL VITRIFIED CLAY PIPE (EXTRA-STRENGTH) WELDED STEEL PIPE WSP WITH 1/4" STEEL CYLINDER THICKNESS G-4 "AS BUil T" /424//4.i ~--~1a~10 P.E. ,Z?J.t.~ EXP l,•"J/•/2-DATE REVIEWED BY: r./()6 ,41c;//d//~a &-/J ·t?? INSPECTOR _DA TE 1-----+---------l-//l(_A_tS_ M,~_'lt_1 ______ __,;------+--+---,------1I SH4EET I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT LJ1_j >-----+--+------------------<---+-----+----+--__. ;:;IMP::;:=;R:=;O:;VE~M:;.E~N~T=P~LAN~~S~F~O~R::::::::::::::::::::::::::::::::::=::=__'::=::::::::=! ENCINA BASIN WATER RECLAMATION PROGRAM, PHASE H CALAVERA RECYCLED WATER PUMP STATION LEGENDS, SYMBOLS, ANO ABBREVIATIONS INCORPORATED /~r W~LL2: ~~R >~•... t,-1,/--4+ 3602 Uolm,Tw ,, .. /f"'•·· CA. ,·11oi. 900•6B-l-6900 t---t-----+----------------t-----t---+---+---~ DEPUTY CITY ENGINEER PE 28176 EXP. 03-31-06 DATE r~Af';;P;RO;V;EO;-;;B;Y=;L/~~,t;:::J_1(je~5~__..2-~=-::-=-~11=~DA~TEdt1~Nl~Tl~AL1---::::::::-~:::;~;::---71-l}oiA_TE~:=__,i:!i1N~lll~AfL~:~o_A~TE_!-=i~,N~ITl~A£L1 DWN BY: SPK I PROJECT NO. I DRAWING NO. REGISTERED EN~INEER No. b:S/3'0 ~~-]-6'f ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL 2~~g ~~~ ~~! _ 3889 _ 404-78 I f~, ,,, ' jl' '", ·" ! I II'. ' I I ' ' ;) , I ! / / ,: Ii I ' I a "' 0 ------------.Ji ---__ ,_,_, +--~-'-----~!-ill--------~---·--~-.. ------1 ' I ' i I I I I ' FINISH AND PROTECTIVE COATING SCHEDULE (UNLES~ OTHERWISE: NOTED) ITEM EXTERIOR CONCRETE SURFACES INTERIOR CONCRETE St.ABS ' EXPOSED FERROUS METAL PIPING, VALVES, FITTINGS, AND APPURTENANCES BELOW GRADE FERROUS METAL PUMPS AND MOTORS EXPOSED MISCELLANEOUS FERROUS METAL MISCELLANEOUS GALVANIZED STEEL STAINLESS STEEL ALUMINUM ELECTRICAL PANELS ELECTRICAL DEVICE BOXES PIPE OR CONDUIT SUPPORTS EXPOSED ELECTRICAL CONDUIT ' SURGE TANK (INTERIOR AND EXTERIOR); BUILDING MISCELLANEOUS FERROUS METAL. (E.G. STRUCTURAL STEEL, DOORS, LOUVERS, FRAMES) • BUILDING MASONRY BLOCK WALLS (INTERIOR AND EXTERIOR ABOVE GRADE) BUILDING MASONRY BLOCK WALLS (BELOW GRADE) ' MASONRY BLOCK RETAINING/SITE WALL$ (ABOVE GRADE) • MASONRY BLOCK RETAINING/ SITE WALLS (BELOW GRADE) • GATES, POSTS, AND STEEL FENCES ON WALLS NOTES COATING NO COATING REQUIRED. i i ' FLOOR HARDENER PER SPE:CIFICATION 03300 ' I I I COAT PER SERVICE CONDIJION A. 1 COLOR ~OAT AND LABEL PER SPECIFICATION REQUIREMENTS. I I ' ' SERVICE CONDITION D. i i i i ' ' FACTORY COATING. FINISl;l COAT PER SER ICE CONDITION B. ' I ' COAT PER SERVICE CONDITION A. NO COATING REQUIRED. NO COATING REQUIRED. NO COATING, EXCEPT WH~RE AGA i'JST CONCRETE COAT AREA PER SPECIFICATION. ANODIZE WHERE SPECIFIED. : I I FACTORY COATING, BAKED!: ENAMEi,. TOUC UP WHERE DAMAGED. _ ! ' I i FACTORY COATING, ZINC f;LECTROPLATE _A_N :~~M~~~E;~~~~:l~~·HlDG. ; ' NO ADDITIONAL COATING [QUIRED. I 1 COAT PER SERVICE CONDITION A (3). c_o OR $HALL BE ICI COLOR 8311• : ! COAT PER SERVICE COND TION A .. COAT PER SERVICE CONDITION M . (SEALER I ' , I , , I COAT PER SPECIFICATION; 07112 ~LIQUID B,OOT). . ' ' ! CQAT PER SERVICE CONDITION M (SEALER) I ' I . , . ' ' ' COAT PER SPECIFICATION 07112 (LIQUID BOOT). I . ' COAT PER SERVICE CONDIITION A. I I (1) UNLESS NOTED OTHERWISE, SUR,.:ACE PREPARATION AND COATING SHALL BE! PER SPECIFICATION SECTION 09900, "BASIC COATING ANO PAINTING SPECIFICATIO~ 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. (3) SURGE TANK INTERIOR COATING SHALL BE PER SERVICE CONDITION A, EXCE;PT TWO (2) INTERMEDIATE COATS SHALL BE PROVIDED IN LIEU or_ ONE (1),_ AND THE FINISH COAT SHALL BE ELIMINATED. TOTAL D~Y FILM THICKNESS OF THE COMPLETE SYSTEM SHALL BE 12.0 MILS, MINIMUM. ' PIPE .DUTY DESIGNATION ABBREV. DESCRIPTION : ABBREV. DESCRIPTION I , I CA COMPRESSED AIR RWS RE~CLED V:~TER SUCTI_ON D DRAIN s PR PRESSURE RE;LIEF SD RWD RECYCLED WATER DISCHARGE VD ' w SANITARY SEWER STO~M DRAIN I VOLl/TE DRAI~ ' , I ' ' POTABLE WAT"R ' : ' ' i i i i i I ! ' I ' I I ' I ' I I ~ 48 hours BEFORE excavation I ' I 1 ___ L _____________ _ ------------------------------- PIPE MATERIAL SCHEDULE (UNLESS OTHERWISE NOTED) DUTY BELOW GRADE ABOVE GRADE ( 1) (NO LEAKAGE) HYDROSTATIC AND LEAKAGE TEST PRESSURE (PSI) (2) NOTES CA TYPE "K" COPPER D ABS, SCHED. 40 PR CML&TC STD. WT. WSP RWD CML&TC STD. WT. WSP RWS CML&TC STD. WT. WSP SD 3" AND LESS, ABS SCHED. SD OVER 3", PVC, DR 35 VD N/A BRASS, SCHED. 40 N/A CML STD. WT. WSP CML STD. WT. WSP CML STD. WT. WSP 40 N/A N/A TYPE "K" COPPER 300 5 300 300 225 5 5 5 (3) AND (4) (5) (6), (8) AND (9) (6), (8) AND (9) (6), (8), (9) AND {10) (5) (7) 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, ANO 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 ASTl\4 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 FULLY WELDED, FLANGED, OR GROOVED (WHERE SHOWN). (7) STORM DRAIN PIPE SHALL BE PVC CASKETED SEWER PIPE, DR35 PER ASTM 03034. PIPE FITTINGS SHALL BE CASKETED PVC FITTINGS CONFORMING TO ASTM F679. PIPE BEDDING SHALL BE CLASS II PER ASTM D2321 AND SHALL BE COMPACTED TO 90% RELATIVE COMPACTION. (B) 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 616.5, CLASS 150 FOR SUCTION PIPING (RWS AND PR) AND ANSI 816.5, CLASS 300 FOR DISCHARGE PIPING (RWD). 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. W137 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. G-5 "AS BUil T" /~7//A. · t'_ ~ ,z"'/B·lo -r ~ P.E !8/7_,6_ EXP. °3• 3-,l· f?, J DATE REVIEWED BY: voe ,#c J,lq/,or, INSPECTOR DATE ========1"=~-au._"'_'l.r _______ ,__--+---+---¼-----ll sH5EET j CITY OF CARLSBAD fsHEill7 ENGINEERING DEPARTMENT ~ ;::::::::::::::::::::'.,,=:::::::::::::==============--==::::::::: 1-------1---+--------------------tr----+---J------+----t IMPROVEMENT PLANS FOR: \'1-~HSS!o.f-l .;, !'>~ ... , s . .,. .... / ~ ENCINA BASIN WATER RECLAMATION PROGRAM, PHASE II CALAVERA RECYCLED WATER PUMP STATION KR.IEGEQ. SCHEOll..ES AND PIPE DUTY DESIGNATIONS ~srewAQ.T APPR9~ ... w~LIAM,.I:. ~'!:R 1-(800)422-4133 INCORPORATED ,4',f/'.KQ~ ~~t"■• ,, ~~u-....,., _ .,,t.. 1-------t---+--------------------tr----+---J-----+----, DEPUTY CITY ENGINEER PE 28176 EXP. 03-31-06 DATE I ::;~ ~~ -. I .., No. C6J130 ~ I ~ ~ "' &,. hlll-lMI ,., I '' CAI! U d d S ' 'I ..I 3602 Unlv11r~i1¥ A~. /I •rsr CA.. 9)5~1 • 909-684-6900 cl n ergroun erv1ce ae11 ! r-;'°;;;PR;O;VE~D;-;BY~~.,./~'~·~.Jll1'~~~===~1:::!DA~Te:db1~Nl:!!TIA~Lt----;~:;~~::;:::~~~---J-p_o~ATe:f!=i~1N~lll~AL~tJo~A~Te:=j:_ii1N~lll~A~Lj CDHWNKDBBYY: :;~ I PROJECT NO. I DRAWING NO. :.: ~ REVISION DESCRIPTION RVWD BY:. Rsw ,3889 404-78 ~ ! REGISTERED ENGINEER N~ /,3 \ ~ DATE b• J-64 ENGINEER OF WORK 011-IER APPROVAL CITY APPROVAL q .__ ______ ...;.._ _____ ~, -~--------------=~~~~~~~~~~=====~~~~~~~~~~~=- ' * * ¾, CfV\\. 1'-~ It Of ci\.l•~'\l ' ! I l I I I ', '1 . I , .. ' ! ." ' ~ I I : I 0 0 g I 0 "' "' ,,'1 II I I I ' 1, ' 11.1 1.1 "ji;: I ' I I I ' ; 'I ' ' 1 j'' ,' , , I ',, ',,. ', ,;, 1 I , 1' ,, ; ." I I,' I --------~•-+---------------~j-~~,·-·--·····-·--· ---·· -··-···--·-"---~--" ' I I ' I i ' l I I I 1 : j ______________ ------------------------., ..... ' --------------------------------------------------------------- CARLSBAD OLIVENHAIN (FUTURE) 660 ZONE MD 360 gpm 0.52 MGD MMD 756 gpm 1 .09 MGD MOD 900 gpm 1 .30 MGD MDPH 2,160 gpm N/A MIN. MD 40 gpm 0.100 MGD 700 HWL FUTURE 550 0 ZONE 550 A ZONE 1 550 8 ZONE \ MD 206 gpm • 0.30 MGD ! : . MD 987 gpm 1.42 MGD ~~ --~ MD 123 gpm 0.1 J MGD 700 -----!----+---~,--, !------;-----------+---+---------------------1----+------;------;-----(,:_ __ -1~,------,c--,;,,;:---;-------------------------------t-1-----t-----t-----i- MMD 432 gpm 0.622 MGD ' MMD 2,073 gpm 2.96 MGD 1 1 '-/X MMD 258 gpm 0.37 MGD 700 600 MO MMD MOD MDPH MIN. MO . I ~-----"-efu>' ZONE/ MDD 515 gpm • 0.74 MGD MDD 2,466 gpm 3.55 MGD 1 1 / " MDD 308 gpm 0.44 MGD L _______ .J MDPH 1,236 gpm N/A MDPH 5,922 gpm N/A 2.5 MG MDPH 738 gpm N/A FUTURE MIN. MD 23 gpm 0.033 MGD MIN. MD 109 gpm 0.156 MGD SANTA FE I Mli'I. MD 14 gpm 0.195 MGD RESERVOIR ~"" @T ~«~ j5~9~3JH~W~L==~t>~X-4----------=------- 384 NORTH ZONE FA:AY i ! ~§5(>66x;ZONf>-t+-----------,...-I'-_;::;,":\; ;:5 M~L , )5o¥N( PRY STATION i ><'x><)? ® 1 / /.V." 384 SOUTH ZONE ....----~;---''-' '" .. "' .. ../ -N-l 313 gpm 0.45 MGD 656 gpm 0.95 MGD 783 gpm 1.13 MGO 1,879 gpm N/A 34 gpm 0.050 MGD MD 97 4 gpm 1 1 .40 MOD ""IN D LA COSTA MAHR RESERVOIR I "' , PRY 450 ZONE 2045 '29• MGD PO ABLE WATER ~ATIO'.. 1---+---------~ ' gpm ; · T · · FC STATION '-/'-./ MD 306 gpm 0.44 MGD 2,435 gpm : 3.50 MOD , (550) 422.5 HWL @ --➔ "-4(o' Z~E/ MMD 647 gpm 0.93 MGD [§' : MMD 5,844 gpm j N/A ~ (0 ;::1i~ /XX"-MDD 770 gpm 1.11 MGD t ii ~ l It', MIN, MD 107 gpm ,0.154 l.1GD '--""1-::::i-----__,,_____ STATION MDPH 1,850 gpm N/A .,......, lf l " 1 ' ,,. • i"' -' i"' I"' ,,,--...___---...., 380 HWL it 423.0 HWL MOO ' MDPH PRV STATION 600 500 w 1.0CM~ •. )4~( ... , -CAN-~N/ ~~< EL. 384.0 1.fs-1G I@ __ @I ,.f;tG T-NIN D PUMP S~ATION' © ----t----t---0----\ GO~~!?~fsE MIN. MD 34 gpm 0.049 MGD /12_ ; :, CITY MUNICIPAL GOLF COURSE RESERVOIR /■V '-.. FARADAY ;·/ ~ '-l'-.1-....,,..-,1-,,--v,..r LA COSTA GOLF COURSE (NORTH) ~ ? 3.0 MG MD 251 9pm 0.36 MGD PIPE4 156 ' r ® ' . ~t -;-URGE TANK Ci: Ci: Ci: Ci: ~ r--i J-txl-------J MD 147 gpm 0.21 MGD r _:-~ _j ~--~ : I · • · ~ I M • • r.:i\ MEADOWlARK 400 -----EL. 392.0 400 MD 486 gpm 0.70 MGD L,J u.. z - z 0 MMD 527 gpm 0.622 MGD ' I AVENIDA '-----------J. -I , ' _J I/ .J;J,_ MMD 309 gpm 0.44 MGD I WATER REClAMATION II CITY MUNICIPAL I: ENCl!fiS -.1 I FACILITY MOD 626 gpm 0.90 MGD GOLF COURSE j II I!, PRY • .., •~-----------...... c c I MOD 366 gpm 0.53 MGD I 2.0 MGO MIN. (ADfl II \ STATIO~ , MDPH O gpm N/A , J.O MGD MAX. 7AClf'l MMD 1,026 gpm 1.47 MGD 1------+----·-------- MDD 1,214 gpm 1 . 75 MGD ~ MDPH O gpm N/A --r--~----r---,-'----._ _ _.-1 ~xx T-NIN D RESERVOIR;, ( ,~ • 1----+-----+------1 · J---------jf----------,f---------; I " ' / ~~~P"' ( ( ' . ( ' -I I ' -MEADOWLARK WRF' I I MIN. MD 26 gpm 0.040 MGD ' @ .. : • .......-;2"-E"" MD 5!6~p:NE 0.006 MGD -~:~-~ ~ " I MIN. MD 16 gpm . 0-02 MGD t: PUMP STATION t ! MDPH 2,91:5 gpm N/A MIN. MD 53 gpm 0.077 MGD -300 ~ ~)---,-~----.---,: 1><11>"11><.i I : MMD 11 6 9pm 0.1 (15 MGD 384 EAST ZONE BRESSI PU;P STATION : -El. J290 L __ O'll_:RFLOW_ TO _____ ---i L,J -____ _:(~mRO:::'._~ ___ _::µG:~_--+G:~_--+G:~ __ ~•: ~t 1-------+---+-_J4 __ -_:__·-)_-__ ----'-----,.--l.;_ _ _:_ • MOD 136 gpm 0.:10 MGD MD 526 gpm 0.76 MGO FAIL-SAFE PIPELINE ! 200 noDRO. MDPH ,331 !)Pm N/A --1 MMD 1105 gpm 1.59 MGD TANK ,. t WET~WELL (y MIN. MO 6 gpm 0.001 MGD MOD 1315 gpm 1.89 MGD : 200 r----~~v~ PUM:STATION __________ -----__ \I L-------7 M~:.p:o 3:69::m o.o:::GD ! I Et.1 CAMINO PUMP STATIQN @ I ~--~---~~----' I l .. : M i . ' '., I MEADOWt.ARK WRF FAIL-SAFE PIPELINE TO ENCINA WATER RECt.AMATION FACILITY ----I ' > I L---~----------------------------------------------T----------------------------------~---+---------------1 EL 50.0 j I I 100 100 ! \ I i____, ~{.go MWD) ' / "t . ' ~ ~ ~ G) : I! I SE \ J.5 MG / , _ __,_ ,' 3.5 MG / -'--• • ~ ,,,..---.....___ _ _.-----, t I · ~---~---~ , · 1 .O MGO .,..-r® \ SECONDARY -TERTIARY I RECYCLED PUMP STATION lA COSTA t.4 ' ENCINA EFFLUENT TREATMENT WATER . . EL. 16 ~---_-_-_-■_-~1---GOLF COURSE ----'WATE"o----_,,_\ ___ STORAGc. FACILITIES i STORAGc. _ ,-----------------------------------t----------------- RECt.AMATION , GAFNER FACILITY CARLSBAD WATER RECYCLING FACl( 1 ,ITY . WASTEWATER TREATMENT PLANT 0 0 LEGEND ENCINA WRF OUTFALL TO OCEAN -®-FLOW METER --t><l-SHUT-OFF /ISOt.ATION VALVE <;HECK VALVE ELECTRIC ACTIVATED HYDRAULIC OPERATED PRESSURE REDUCING VALVE ELECTRIC ACTIVATED HYDRAULIC OPERATED PRESSURE SUSTAINING AND RATE OF FLOW CONTROL VALVE HYDRAULIC OPERATED PRESSURE REDUCING VALVE HYDRAULIC OPERATED PRESSURE REDUCING AND RATE OF FLOW CONTROL VALVE MOTOR OPERATED VALVE -i'-.l- --EJ ~ 48 hours BEFORE excavation lh 1-(aoo)422-4133 CALL Underground Service Alert PUMP lv\AIN SYSTEM FLOW ' BYPASS/RELIEF FLOW FµTURE I ,, I I ABBREVIATIONS ' M,0 : MMD I M9D ' MDPH i Ml~. MD Pf ' Ml,( I F9 · AVERAGE ANNUAL DEMAND (GPM) MAXIMUM MONTH AVERAGE DEMAND (2.1 x MD) MAXIMUM DAY AVE;RAGE DEMAND (2.5 x MD) MAXIMUM DAY PEAK HOUR DEMAND (6.0 x MD) MINIMUM MONTH AVERAGE DEMAND (0.11 x MD) . PRESSURE REDUCING STATION MOTOR OPERATED VALVE STATION ' . , PRESSURE REDUCING AND FLOW CONTROL STATION ' I '1· ' ' I ii i I ! ' I I NOTES: 1. PHASE II DEMANDS INCLUDE EXISTING FACILITIES AND PROPOSED PHASE II FACILITES FOR CITY OF CARLSBAD. DEMANDS FOR OLIVENHAIN MUNICIPAL WATER DISTRICT ARE FUTURE. 2. 3B4 NORTH ZONE"' NORTH OF FARADAY-PRY AND CANNON/FARADAY INTERSECTIONS 3B4 SOUTH ZONE"' MAIN 384 ZONE SERVED BY T-NIN D RESERVOIRS 384 EAST ZONE"' EAST OF Bl.ACK RAIL/ALGA INTERSECTION 3. 5B0 ZONE"' CAL.AVERA HILLS 4. 3B4 0 ZONE"' OLIVENHAIN MUNICIPAL WATER DISTRICT 550 0 ZONE= OLIVENHAIN MUNICIPAL WATER DISTRICT 5. MD CARLSBAD"' 4,127 gpm = 5.94 MGD KRrtctQ INCORPORATED 3602 Unlvon;:lV Ave. l9•111f•• CA. 'f-SD11 • 90S-6S4--B900 APPROVED SY j, ~ .J ,. REGISTERED EN'GINEER No !,:SJ JO DATE I,· 7-41 DESIGN CRITERIA FOR CALAVERA PUMP STATION STATION CAPACITY 200-1,240 GPM 2-60 HP DUTY PUMPS, 1-60 HP STANDBY PUMP ALL PUMPING UNITS SHALL BE VFD OPERATED 1 PUMP RUNNING 200-620 GPM (FLOW VARIES ACCORDING TO VFD SPEED) 2 PUMPS RUNNING 620-1,240 GPM (FLOW VARIES ACCORDll'IG TO VFD SPEED) NOTES: 1. THIS SHEET IS PROVIDED FOR DISTRICT OPERATIOl'I STAFF AND TO PRESENT OVERALL SYSTEM OPERATIOl'I. IT IS NOT INTENDED TO SHOW FACILITIES TO BE CONSTRUCTED AS PART OF THIS PROJECT. 2. CAL.AVERA PUMP STATION DESIGN SUBSEQUENTLY MODIFIED TO PROVIDE WATER FOR THE 580 ZONE. G-6 11 AS BUil T11 ~ ~affn.-, s,1a,112 P E. '/r'I/-;;,_ EXP. "S, · ']>(-' Z-DA TE REVIEWED BY: r./()d ,He JI, Ml1 INSPECTOR DATE ======::,\.~·~~rei).-=_"L:r==========================~-r-l-s-H6E-ET ..... l _c_1_T_Y_O_F_C_A_R_LS_B_A_D_fSREilll~---1 ENGINEERING DEPARTMENT ~ ::=='---=====================::::::'_'::===! IMPROVEMENT PLANS FOR: ENCINA BASIN WATER RECtAMATION PROGRAM, PHASE II CAtAVERA RECYCLED WATER PUMP STATION RECYCLED WATER SYSTEM SCHEMATIC DIAGRAM ~~AM~~ ... -. ld-,/,S"f),f. 1-------l----+------------------l1-----+---,__--+ _ __. DEPUTY CITY ENGINEER PE 28175 EXP. 03-31-05 DATE DWN BY: SPK I PROJECT NO. I DRAWING NO. ~~~g ~~; :~! . 3889 _ 404-78 DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL OTHER APPROVAL DA TE INITIAL CITY APPROVAL I I ) I ' · I ; I II <O 0 "' u ,,, I 0 "' ., ' I _ _ I _ . I 117 RECREATION LOT 202.0 ASPHALT PAVING 20' WIDE ACCESS EASEMENT TO CMWD • ___ 2•-0• l 1'-0" 1 . 1" ' Lf .... .. . . I' #4-BAR CONT. {TYP.) 6" CLASS 2 BASE RIBBON GUTTER OETAIL 1 SCALE: 3/4°~1•-o• 1 EXISTING MASONRY , II RETAINING WALL TYPE-A 2'-0" lcuT-OFF WAL SDRSD C-9 I ; ; , I I ; ; I ; ; I ; ; ; ,.=-~~---<22 203.95 TC 203.90 FG 11 TW 2258 ow 223.5 207.00 FG L-----c-20cc6c-.o""oc--=FL--1 2o 212.50 TW 211.83 TW MATERIAL LIST AND DESCRIPTION Of' WORK 0 PUMP STATION MASONRY BLOCK BUILDING ® SURGE TANK PER DWG. M-4- @ MASONRY BLOCK WALL PER DWG. C-3 0 MASONRY BLOCK RETAINING WALL PER DWG. C-3 @ SDG&E TRANSFORMER © SDG&E METER PANEL 0 © ® 20' ORNAMENTAL IRON DOUBLE SWING GATE 15' ORNAMENTAL IRON ROLLING GATE 6" TURFSTONE, AS MANUFACTURED BY INTERLOCK PAVING SYSTEMS, INC., OVER 2" ASTM C33 SAND AND 8" OF CRUSHED AGGREGATE BASE PER SSPWC SECTION 200-2.2. VOIDS SHALL BE FILLED WITH GRASS (MARATHON 3). INSTALLATION PER MANUFACTURER'S PRINTED INSTRUCTIONS FOR TRAFFIC LOADING. SUBGRADE AND CRUSHED AGGREGATE BASE SHALL BE COMPACTED TO 95% (MIN.) RELATIVE COMPACTION. @l REFER TO DWG C-2 FOR CONTINUATION OF BELOW GRADE PIPING. @ 2'-0" WIDE CONCRETE V-DITCH PER SECTION A, DWG. C-4. @ PILLAR PER DWG. C-3. @ 2' -o• WIDE RIBBON GUTTER PER DETAIL 1 HEREON. e CONTRACTOR SHALL REPLACE, IN KINO, THE STAMPED CONCRETE MEDIAN DAMAGED BY INSTALLATION OF CONDUIT TO THE SATISFACTION OF OWNER. PULL BOX {TYP.) 3• CONDUIT WITH PULL ROPE FOR FUTURE TRAFFIC SIGNAL INTERCONNECT POINTE) 1 2 3 4 5 6 1 8 g 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 LEGEND '. ' . : ' ';. I' ' I ', ·', ·.', ·. 111111 iliiijiii.11111 SITE COORDINATE DATA NORTHING EASTING DESCRIPTION 200.98 449.00 PROPERTY CORNER 100.00 449.00 PROPERTY CORNER 100.00 376.54 PROPERTY CORNER 130.25 340.56 PROPERTY CORNER 153.97 360.50 PROPERTY CORNER 220.73 393.86 PROPERTY CORNER 168.83 42.3.92 BUILDING CORNER 149.75 390.53 RETi'JNINO WALL END 137.51 384.41 RETAINING WALL AP 11 2.87 361.23 RETAINING WALL END 183.06 407.18 RETAINING WALL AP 198.00 422.61 RETAINING WALL AP 198.00 440.33 AC CORNER 137.67 441.33 PILLAR CORNER 122.67 441.33 PILLAR CORNER 100.67 441.33 CONCRm PAD CORNER 114.67 410.45 FLOWUNE AP 114.67 439.21 CATCH BASIN CENTER 200.00 440.33 GRATE CENTER 200.00 421.80 V-DITCH AP/GB 184.24 405.53 V-DITCH AP/GB 164.95 395.89 V-DITCH HP 138.67 382.76 V-DITCH AP/GB 130.91 375.45 GRATE CENTER 114.92 360.34 \'-DITCH END 106.67 427.00 TANK CENTER 191.67 434.33 TRANSFORMER CENTER 187.16 413.27 METER PANEL CENTER 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). ALL ASPHALT PAVEMENT SHALL BE FOG SEALED. CONCRETE SLAB ON GRADE PER DWG. M-4 AND DWG. S-2 EXISTING MASONRY BLOCK RETAINING WALL SOUND WALL BY OTHERS EXISTING FACILITIES OR FACILITIES BY OTHERS PROPOSED FACILITIES EXISTING UTILITY OR UTILITY BY OTHERS ....________ E.449.00 1 , ,:_ ,, 'l"k' _,,...-201 _6±TC ~ 'T' II ~L\l212.45TP 212.45TP_ TYPE-A2'-0"LObJ(l__E-_________ J l_ ________ --------------------------------~---J-7 ---------------7-------~-91~0;---------~s~{9:G;-~li ~}~~f:!-~:11: :-_-=7·~:._::· .. ~!;. 7«'. --;200-;2~.0943~±~TccY ~~~~\j\ ____ t\!\ 2;;:.:s:~c~~~ -1-~Is~r&~;~:_R. -i~~ s~ \_ ~~~i~~1~~6.) ~ =:L --------~ ' 51~.;;'d'. 1C 51." . ~ ~II I ________ ii ' I ---.Jf"'.-i':-c-,.___ _ __ ~ __ zuv·--~ -----· ---~ -----------------~ EXIST. CONCRETE CURB :_-:::::___ I Q_ _ ___l_ ,,,----1g6-'" 1 ~. t;I' --',--+---+!+--'-c----------0 .ill----,, I AND GUTTER (N.I.C.) ---I !_ •• I 198·1,8* TC II t l~I I• II ~15' I 'I ~ ~ I ~ :,: EXIST.~ t' I 12" PVC R[ClAIMED VIATER.(580 ZONE)_--:.-______ ---~--====:---=--c === -_-__ ==--:C:: --.c: _ _.:: __ -= =:--,_-c.= -:C: -_:.c: --= = c:--CC:--]~= ; ~ ,.. ~ I ii'. I STREET . _____ I __ -----,_.,-_--c.==cc~---=--c.-·.cc==---=-...c=c:.== _________ -· ____ _ I~ UL __________________ 16~ ~f£L~IM§_[l J!A:i:§:R_J3~4J'.Of~"t=_-= = -=-=--= -;c ::-::: ::--=-=--= _ _j: = , -~ t,.~ , I 'w 11 LIGHT ~ -.=.. =---=-f =cc_-==-------------- STA.96+25.00 I o ~ I ~ THICKENED CONCRETE ;1, I I LINE VALVE LOCATED ~ I '"' SIDEWALK I + I AND INSTALL PER SDG&E REQUIREMENTS. CONDUIT I I ,I 200' ± SOUTH OF SITE. i-i: I ~ I 4; I l\l I TRENCH SHALL BE BACKFILLED WITH 1 -SACK CONCRETE I 111 QT >-'I ~ I ~ I SLURRY MIX TO BOTTOM OF PAVEMENT. : l~I 8~ I 81 ~ ~-~--.---,-----,-I (/) I LINE VALVE LOCATED 800' ± NORTH OF SITE. N.21 1 66.6794 E.21590.437 4 I I (.J:::i I 90·00'00• 7: / / I N.Z0 333 . 47 ZII 4' I I !;;L,.1(11 ~ '\.___ STAMPED CONCRETE MEDIAN I -;... ON-SITE COORDINATE SYSTEM E.21842.9203 1'1 V, I / / ~,-/ BASELINE E.500.00 ------------------EC COLLEGEl"BLVD. I\I SYSTE" ,!~ I I ___,_ _ __,_ _ __,_~~ !~~ . .LL--'--'----, ~ ___________________ _ PER IMPROVEM1NT ON-SITE COORDINATE "' j o-1---'~ I _______________ _,_ --,-------~--------- ~~--: -1----~SELI_N_Lg.sog.oo _____ -t---' _T ___ 1 I --------rl N16"51'29"W870.62'-coLLEG-E i BLVD. I 14 l EC/BC COLLEGE BLVD. PER IMPROVEMENT PLANS , 11 i N.20452.7134 vi EXIST. , _ 2· SBC I I E-2180B.7873 : TELEPHONE CONDUIT 1 \JI 1 I I I I I __________________ -=----------~--=.::--=c C-1 1 n1 , 1 ______ 1 __ 2.\'"_fVC POTABLE WAT~----~~=-:,--_--------=====--__ -c:_-=--=-~------~--:::-:=.c:_-=-...::--------___________ _ 'AS BUILT' : 1,1 I : B" PVC SlVIER ~ ---------=~~~~==----=~= -:c:s=~-=-========---=-::=-:c:==-==~=~~~ ·======~ -_-·~==~~ --------~ -=-=====s=~--= ~=-~-= :s::-= =, ---: -=-=-t--~==-==--== --------=~-C • ~-~ • • •• / /[f!.fcJf'/ii"" '"" . :{E'.!';,;,,~ ~i ?~f(Jrtq_. ,5-/~-ld P.E. Z,fl/7, EXP. 3· 1(•/2,.. DATE BASIS OF BEARING , I BA$1S OF BEARING IS THE CENTERLINE OF COLLEGE BOULEVAR[) BEING NORTH 16'51'29 1 WEST PER O'DAY CONS\JLTANTS' IMPROVEMENT PLANS FOR CALAVERA HILLS, PHASE II, I CA~LSBAD TRACT No. 00-02 (DWG. No. 390r9). I I I - ! " 1: 11 1 I I ! ! ! I' I I I ' I, ;·, -[ .. .. 1--- II ' ' ' I PUMP STATION NORTH SCALE: 1 "=1 O' ~~~Jic:E~~;~~f fL f{ 11 ========:::=::::::=========================:=======:r:1=s=H7E=E=T ~I =c====rr~Y::=O;:::F::::::::c==A==R~L::::::S:::::B::;:::A::::::;D:::;-;l::::::s::.HE;;E:;;:;Ts~I ~ ...-~ EXIST. 1 _ 4 • ~:::::::::=..::::=::::E=:N:::G:::IN::E:::ER::IN:::G==:D:::E::::PA:::R::::™=EN:::T:::::::=::'..':=2:::9~ DATE c-- ----SDG&E C.O. IMPROVEMENT PLANS FOR: ENCINA BASIN WATER RECLA.MATION PROGRAM, PHAS!;'. II GALA.VERA RECYCLED WATER PUMP STATION srre ANO GRADING PLAN I I ! I -... !' n ' ' . ~, I 11. '"' tfli::J 48 hoursBEFQR(excavolion ~ CAil U""orood """ "" ~ 1-(800)422-4133 i I I I ' . I 202.80 INV. ' ~, ,.,. ,,. ' ·rl ';::::.·:: ' ': ! ,.,. ' 1 .. : I Tl : . I' .., --r r I I ,, I 202.60 INV, 2 202.60 INV. r !, I ' ' ' V-f!ITCH PER DWI). C-1 ~/:.}:,;;:, .... ' .... i PUMP STATION NORTH SCALE: 1 "=5' TRUE NORTH A= 16'51 '29" \ ------~-·--.... -- -.... ,,.. '-.................................... .... 1 -2· c.o. ___.....,..l5l-.... -.. FOR TELEPHONE ............ CABLES (BY OTHERS) '-.. .... ~cl ............... , KR.IEGER. STEWAR.T No. C63130 ~ 6-30-00 C/V\\. MATERIAL LIST AND DESCRIPTION OF' WORK SITE PIPING COORDINATE DATA 0 UPON SUCCESSFUL COMPLETION OF TESTING PER PIPE MATERIAL SCHEDULE REQUIREMENTS, CONNECT PROPOSED PIPING TO PVC PIPELINE BY OTHERS (REMOVE EXISTING POINTE! NORTHING EASTING CG ELEVATION DESCRIPTION PIPELINE CAP OR PLUG AND THRUST BLOCK). PRIOR TO PIPE FABRICATION OF BELOW GRADE 12" RW AND 16" RW, CONTRACTOR SHALL POTHOLE PVC PIPELINES BY OTHERS TO CONFIRM THE HORIZONTAL AND VERTICAL LOCATIONS OF EACH PIPELINE CONNECTION POINT. PROVIDE PUSH ON BY FLANGE END ADAPTER. ADAPTER FITTING SHALL BE DOUBLE WRAPPED WITH 8 MIL THICK POLYETHYLENE PER AWWA C 105. CORRUGATED STEEL PIPE INLET (lYPE B) WITH GRATE PER SDRSD D-15 AND D-17. PROVIDE 2'-0" DIA. C.S.P. INLET AND GRATE IN LIEU OF 3'-0" DIA. SHOWN ON STD. DWG. @ PRIOR TO COMMENCING CONSTRUCTION OF BELOW GRADE 4"D, CONTRACTOR SHALL POTHOLE EXISTING 4"S BY OTHERS TO CONFIRM THE HORIZONTAL AND VERTICAL LOCATION OF THE CONNECTION POINT. UPON SUCCESSFUL COMPLETION OF TESTING PER PIPE MATERIAL SCHEDULE REQUIREMENTS, CONNECT PROPOSED 4"D TO 4"S BY OTHERS (REMOVE EXISTING PIPELINE CAP OR PLUG). 0 AT GRADE, 2 WIRE TEST STATION WITH ANODES PER CMWD STD. DWG. W26. CONTRACTOR SHALL CONFIRM LOCATIONS WITH INSPECTOR PRIOR TO INSTALLATION. @ EXTEND MF3 TO PROPOSED UNDERGROUND SDG&E PULL BOX AS SHOWN ON DWG. C-1. © PROVIDE CALDER COUPLING WITH CONCRETE COLLAR TO CONNECT BSD TO CSP STUB-OUT. (?) PRIOR TO COMMENCING CONSTRUCTION OF BELOW GRADE BSD, B" RCP, CATCH BASIN, AND CORRUGATED STEEL PIPE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 15 17 18 19 20 21 22 23 24 130.17 449.00 196.2± 17B.48 449.00 197.8± 106.67 427.00 198.00 124.57 423.00 199.00 141.83 388.48 199.00 125.17 429.25 199.90 138.27 403.05 200.50 142.29 401.71 200.60 130.17 430.44 196.2± 136.93 415.92 198.00 160.33 428.62 198.00 164.52 434.83 198.00 178.48 434.83 197.8± 178.48 425.75 206.0/197.8± 125.17 449.00 195.5± 125.17 437.00 199.75 175.09 418.10 201.35 130.20 376.14 SEE PLAN 114.67 391.67 SEE PLAN 149.52 434.83 198.00 141.68 427.00 198.00 133.35 424.07 196.2± 164.52 430.71 198.00 144.67 449.00 192.1 ± REFER TO DWG. E-1 FOR CONDUIT AND CONDUCTOR SCHEDULE. CONNECTION POINT (SUCTION) CONNECTION POINT (DISCHARGE) BELOW GRADE 90• BEND 63'± BEND 90' BEND 2,± BEND 4• WYE 45' BEND 27'± BEND 90• BEND 16"x12" TEE 12" TEE 12" TEE BELOW GRADE 90' BEND CONNECTION POINT (SEWER) VP! C.O.T.G. CONNECTION POINT (STORM DRAIN) 45' BEND 45' BEND 45' BEND VPI 63'± BEND CONNECTION POINT (STORM DRAIN) INLET, CONTRACTOR SHALL POTHOLE EXISTING 8" RCP BY OTHERS TO CONFIRM THE HORIZONTAL AND VERTICAL LOCATION OF THE CONNECTION POINT. UPON SUCCESSFUL COMPLETION OF TESTING PER PIPE MATERIAL SCHEDULE ¢_ PIPE AND TRENCH ~ FINISH GROUND SURFACE \ A 7 =..v!~-~~'¼«<zk«.;<.'¼'0\¼Y/' REQUIREMENTS, CONNECT PROPOSED 8" RCP TO 8" RCP BY ' OTHERS WITH CONCRETE COLLAR OR APPROVED EQUAL © 4" PERFORATED PVC DRAIN PIPE SLOPED AT 1 % TO CORRUGATED STEEL PIPE INLET. 3SD SHALL PENITRATE WALL AT FLOWUNE Of RIBBON GUTTER. ',~ ,.~---... . ,._ ,._ . .... N,,~ INCORPORAfED DA TE INITIAL ENGINEER OF WORK ICE GUARD POST PER CMWD STD. DWG. No. W24 REVISION DESCRIPTION SECTION A-A PIPE SIZE/ "H" TYPE (FEET) MIN. 16RWS 4.8 12RWD J.5 NOTES: I ' No.4 REINFORCING BAR ~ I AT 12" ON CENTER EACH SHEAR RING DETAIL PER FACE AND EACH WAY KRIEGER & STEWART STD. ~-+'-'~~>, DWG. W138 ·w• 3" CLEAR -1-,. (TYP.) J -"-"'L2LL=--~~--+~-il ,t.~ I j, I -~---r-1t t ------~"'=='>T---~' .-+--~---" I 1/-. -·.: ..!I ~-.·· I! ,( ,'-' ~ "t'' ~ A~ PLAN "1" 16RWS OR 12RWD "T" (FEET) (FEET) (FEET) MIN. MIN. MAX. 7.0 1.5 2.0 5.2 1.J 1.B 1. BLOCK CONCRETE SHALL BE CLASS C (2,000 PSI MINIMUM) IN ACCORDANCE WITH CONCRETE SPECIFICATIONS, SECTIONS 03100, 03200, AND 03300. BLOCK DIMENSIONS SHOWN ARE MINIMUM, BLOCKS SHALL BE FORMED WITH TRIMMED EARTH, SAND BAGS, OR LUMBER TO ACHIEVE REQUIRED CONFlGURATIOl',I. All LUMBER SHALL BE REMOVED PRIOR TO BACKFILLING. 3. BLOCKS SHALL BEAR AGAINST UNDISTURBED EARTH OR 95:; MINIMUM RELATIVE COMPACTED BACKFILL. 4. BACKFILL AROUND AND OVER BLOCKS SHALL BE COMPACTED TO 95:; MINIMUf.4 RELATIVE COMPACTION. 5. COMPACTED EARTH SHALL EXTEND TO DEPTH (H) AND WIDTH (W) OF BLOCK AND TO DISTANCE W/2 BEFORE AND PAST BLOCK. DA TE INITIAL DA TE INITIAL 01HER APPROVAL CITY APPROVAL N AS P.E. 't-917' EXP ;J-$/./2 1 C-2 .,;:~1g..-r4 DATE SITE PIPING AND B.ECTRICAL PLAN APF::R_0¥§_D: Wl~LIAIII E.pti?R ~u,, t":.~n••--. DEPUTY CITY ENGINEER PE 28176 EXP. 03-31-08 DATE DWN BY: SPK PROJECT NO. I DRAWING NO. ~~~g ~r :~! 3889 _ 404-7B ) ' I ' __,/ 1. I I I: I I I I i I ,, ;, '' ' I, " ' i ! '' ' II 0 <C 0 <C "' u "' I . I ' I ; , : [ 1, .. -------c----'--_j_-------~-----~----'---·-"'! 1-'i :L.I -------+--T--------··--·---"--- ' ---------. ------------------------------------------------ I I 1U8ULAR STEEL FENCE, I I I T l l I I I I I EXISTING ~ SEE DWG. A-3, DETAIL 6 217.17 TS I I I I I I I I I I RETAINING (lYP.). I I I I I I I I I I WALL AND I I I I I I I I I I _ _L STEEL FENC)E , I I I I I I I I I 1- (E!Y OTI-lERS I i------'---,------'----r---'-----,,----'---,----"---<---,-'-.------C--'---.-'--,-----L--'----,--'--r-1-l~-'-----.--l-'I _ _1_1~ I I I I -'-r-1 ~1--.--1_L_ 213.83 TS I I I I I 218 67 TW I I I T T l I I I I I I I I I I T 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 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 WEST WALL ~---~NORTH WALL 217.17 TS 214.50 TS ~-r7-,-' I I I I l ! ! : I I I I I I T I T I l I I I I I I I I I I I I I I I I I 1 I 1 I I I I I I I I I I I I 213.17 TW i i i , I I T T T 1 I I I I I I I I I T T T I I I I I I I I I 212.50 TW i i l 211.1 · TW I I I T T 1 I I I I I I I 1 1 T I I I I I I I I I I I I I I I I 211.83 TW .,_,_ -.. __., I l l I I I I I I! I I I I I I I I I I I I I I T T T T I I I I I I I I I T T T I I I I I I I I I I I I 211 •17 TW , I I IL I I I J r L rJ_ I I I r T 1 1 · •.. l ! i I I I I I I I; I I I I I I I I I I I I -r LT Lrl,J I I I l I I I I I I I I I I I rJ 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 110.51 TW 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 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 ' i i i 201.8 .. 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 LI_J7 ~ _J I Jl J i i i r I I I I r LI I I I I I I I I I I I I r I I I I l l I rlrJ i i i i i i i ' i i i :-·.· '-,-"-r--I I I I I . 1 1 ,_l_ I I I I I I I I I I I I I I I I 1 1 1 , 1 1 I I I I .. [~=I=~:-,l,J_ I L I I I I r l I I I I I I I I I I I I I I I I I I I J. r J I I I I : I l ITT T I I I ,1 T [ r 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 J r L r I l I r I I I I I I I I I I LI I I_J_l I I I r1-_l_ I I I _LI I I I I I I I I I I I I I I I I I I I I I ..: . ;~;;;~= TITIT 1111 I '1' Ill I lillJ '-1'1l11 I __ JI_LI I I r1-1l1l1l1lll I 111111111111 I I 1111 '1'1 I 1,11 1, 1'1'1'1l1l1l1l1l1l1l1l1_J_TJT ·_'·:.- • T , , , , , , , T , ' ' i i, -r i i i ' ' ' i i ' ' i ' ' ' i ' ' i ' ' ' ' ' i ' ' i ' i i i ' ' T i i ' i ' i i ' ' i ' , ' _.. I I I i i ' ' ' i ' ' i ' ' -, ' ' ' ' ' ' i i i i I I ' ' ' ' ' i i i r I l ' ' ' i ': -------1--------------------202.50TC ___________________ L ____________ _,--1 __ _I 1 _________________ 2Q2_._67_lC _________________ ,_,_ __ I I 202.50TC J_ l L -------~-----------------------------------------___________________ J__ ___ __l_ ________ ------------------- --- ------ - -f -----I ~-------------------------------------------------~-~---I J~----------'---o------'--------J SEE STRUCTURAL DRAWINGS FOR BUILDING J -J________ _ ____ ] --~ -'j \@ \ ffi WALL AND FOOTING DETAILS \ -\a -' \ ( C-4 U GP Gs> G~ ' r SEE DETAIL HEREON . .. 211. 78 TS i:;::_~1 AN\) DWG. A-!' NORTH/WEST WALL ELEVATION lUBULAR STEEL FENCE, SEE DWG. A-3, DETAIL 6 (lYP.). SCALE: 1/4•=1•-o• SIGN PER DWG, A-2 15' WIDE ORNAMENTAL IRON ROLLING GATE, SEE DWG. A-4, DETAIL 1. ~ . .-: J0!)8 I J :~·-. 1 21 o.38 TS ·:· • I I I . I I I I I • . I I I I .. , I I I I I I I •: : 20 .38 TW +--,--,----,.-L,--..---,------..--.----'r'r'-'nr"-r.-,-.-,--,/-~-~-1,. ·· 208.50 TS • 208.50 TS · ' . . , , . 208.98 TS . . FINISHED GRADE AT --.. . ·. I I I I I I I I '• I I , I I I 1 1 1 l h--.--r'r-.-,-.-,ri-"'-',"-,;~'..-~-~----.----1-, · _1-,---.-----,--,---,----..---,----r--r--,------~~;,,,---c;c.-,~~~~-~--.--I-.' · OUTSIDE OF SITE WALL'-.:._:. I I I I l. I I I I I I: I I I I I I I I I I I I I I I L ': ·;. I I I : I I I I I I j:::::'.:::~~==:=:::'::::::;===::=:':=~~~:::'::::::;===';::i:::-:::!:='::::;::::~:::'::::l-•.--·· :. . 210 .5JOITWJ ~:· . ,.:-I I I I 'I .. 20 .98 TW . . • •• , , 1 1 I I I I I I • . • I I , I I 1 T I I , _ .. j::::'.:::;=~~~=:=='~===!~~~~='=:::==!=~~:!=±:~!:::j . ~-;-11 I ri-r-;-i-1--11:...j.T-1,.rL,l7J""t I +.!_LI I •••• I I I I 1 1 1 rJh_LrLTLTlrL1 TI I I 1 1 I [·'; --': I l I I IT IT 11 1 I I I I I 1 1J_r_LrJ_rJ_~--r ::·: . I T T T , : I I I I . . . I r I I .. , .-... -1 I I I I I I . I I I I ,, ; · 1 I I I I • . I I I I . I I I I .. l -' I ~T~-,-----L~-'----,-~-c-1-~L-,--'-,-----L~L-,----'--,,-L--,--JL,----'--l. . l-r-__,__,-----L--,--J'---,----'--,_J_--,-J~--'-,--'--,----l-__1_,._J___-.----l-~1-.-___l_.-J< -· • • ." , , 1 _L 1 , I , 1 , T , t-1 ·r-1----, 1 c-1. T J_ 1 Lr I .. • '· I I I I I I I : · I I i I I • -• :·. I I I L l I I I , I , I I L T _ I ' I ' L r I ' I , J I I r • - . . -I I I I .. .. I I I I ' TUBULAR , STEEL FENCE, 1 SEE DWG, A-3, DETAIL 15 II (lYP.). i I -. I T T ~ I-_J I SCALE: 1/4"=1'-0" 20' WIDE ORNAMENTAL IRON SWING GATE, SEE DWG. A-4 DETAIL 2. 213.83 TS •. , i 209.50 TS n---,~~c-+-~~~-~20~9::_::.50F---rT'-'iS_~-~-~~____,, ·-i~. : 2!1!5 ' 207.83 TW . I I T T I I I I T I I I I 1 1 1 1 7- :•:. I I I I I , I I I I I I I I I T 1 1 1 1 -~ , .•• I I I LI .I f .1 I I I I rl l J_rLI.J rJ_l_l_rlh LT J I I I .I I I I I I I I I r I l I r L,~___,__--.-----Ll_l_,_1_.L,----L-~~1~,----'l~_a'--,--'---,--'----,-___;___,1---'1~1--'--~--L-,----L-~~r----'T~L,-L.,---__L_,---'-.1----'l-al --] T :::::::=l: '~-~= 12 ll_~r~J~_ '=Jc ___ l~~J~ Ii J .. ~I ;15~J~!:_lJ~! 1-~ Jr;·J~1;jfr1~J~~-1; I .. ~ 11 JI ~.ldl==l~~l~IL 11 Jcl ~LJT~ljl~_JT[:'.::I l~::'.::J:::'.1=i,c'.=:r::1:'=r:, ~I ::'.:::J,::::1=•c=r::l::::I:::::I:::=I=:1=c!::::i:::l='=::!:::r::~:~l~~~....L-1 IU=:::::::::::::::':::::::::':::::'::::::':::::':::::'::::::::::::::::::'::::--'=='::::::'::::::'::::'::::::'='='='=~:::'::::::':,q ... • . l I J I l ,, J I ----,.-. ·• i I 1------J 18" MIN.-•-I I __r-----------------~------~--20_!_.50_Jq_ __________ J--------------------------~02._!_7_TC ---------~ ~ _L_j_l 202.50 TC : :----j \@ SOUTH WALL ELEVATION SCALE: 1/4"=1'-0" (3' -o• LONG} MASONRY BLOCK EXTERIOR SIPE (SPLIT-FACE) 12" SQUARE PILLAR BLOCK #4 @ 24" o.c. \ L-SHAPED BAR t::==~-~f is w es I V) z 0 \;:' ~ __, w C, z < -I '-' ~ 0 w w "' • N .... • co - MASONRY BLOCK INTERIOR SIDE (PRECISION FACE) STUCCO LIMESTONE CAP 12" SQUARE PILI.AR BLOCK WITH 2" STUCCO FINISH PER DWG. A-3 #2 TIES AT 8" 0.C. SEE DWG. C-4 FOR REINFORCEMENT PILLAR/PILASTER DETAIL N.T.S. NOTES: 1. ALL ELEVATIONS ARE FROf,t INSIDE THE SITE LOOKING OUTWARDS. 2. REFER TO DWG, A-2 FOR FINISH TO OUTSIDE OF MASONRY BLOCK BUILDING. C-3 'AS BUILT' /~ <~-.y/8-/0 P.E. 2017(, EXP 3•3(·/;? DATE REVJEVED BY1 Jo6 ,1,lcJfa6on INSPECTOR 6'r/l·01 DATE t------i--+------------l--+--+--+---II SH9EETI CITY OF CARLSBAD ISHEETSI ENGINEERING DEPAR™ENT 29 l------+--+--------------------1------L--+----+----. ~IM~P~R~O:::VE~ME::;:N:::T=P===LAN==s=F=o=:R:~======'--===! ENCINA BASIN WATER RECLAMATION PROGRAM, PHASE II CALAYERA RECYCLE!) WATER PUMP STATION 48 hours BEFORE excovotion KQifGEQ PERIMETER WALL REVATIONS AND DETAIL :;.\1 s.," "' a, ( ) ❖ ~ 'SJ. 1-800 422-4133 "' Na. C6.ltl0 .,. QJTEWAQT I.CO. p O. ATE D i-----t----t---------------+----1-----l--------11-----1 ~;Lil E~AJ:R ••• -, r::i CALL Underground Service Alert ~ B--J0--06 1----+--1----------------l-----l-----l-----l----J DEPUTY CITY ENGINEER PE 2s175 EXP. 03-31-05 DATE <! t/V\\. APPROVED BY DA1E INITIAL DA1E INITIAL DATE INITIAL DWN BY: SPK PROJECT NO. I DRAWING NO. l:i ' <1, REVISION DESCRIPTION f---'-_,__-=-+-=-'-=-----'--'==----t CHKD BY: PES 3889 404-78 ~ L.------------------------------------r-------.;_-------------------~;;;;;;;;;;;;;;;;;;;;;;;~;;;;;;;;;;;;;;;;;;R;l:G;IS;T;ER;;E;D ;;E;NG;IN;E;ER;;;;;;;;;;;;;;;;DA;TE;;;b •;J;·;O ;~;:;l:N;;;G;;INE;E;;;R ;;OF;;WO;R2K ;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;~~OTH~E~R~Af'~P~R~OV~AL~~C~ITY~AP~P~RO~V~AL~~R~VW~D~B~Y:;;;R~S~W~~;;;;;;~~~;;;~~~;;;~~J . 'i",11 I ii i II I •• ·; ,. I - I . ,, ; 'I ' I i 'I : ! i 1: 'I ' 11 : " ' ' I·: 'i I ) / \ ) / II .,, I 0 u g I lil "' 12"(W)x8"(H)x1 6"(L) MASONRY BLOCK 213.83 TS 207.83 TW #5 @ 24" o.c. -----i::=3-1 #5 @ 32" o.c ... (EDGE PLACEMENT) 202.50 TC "' -DECORATIVE STEEL FENCE 15• CLASS 2 BASE. COMPACT TO 95% 12• RELATIVE COMPACTION --·l--'----''---'"---'--1 5-#5 BARS (CONT.)j \__ #5 @ 12" O.C. TOP AND BOTTOM, TOP AND BOTTOM EQUALLY SPACED WALL DETAIL SCALE: 3/8"=1 '-0" 217.17/214.50 TS 211.17/210.50 TW 12"(W)x8"(H)x16"(L) MASONRY BLOCK #5 @ 24• o.c. -----1- #7 @ 8" o.c. (EDGE PLACEMENT) A.C. PAVING ELEV. VARIES (SEE DWG. C-1) #6 @ 12• o.c. TOP AND BOTTOM 3-#5 BARS (CONT.) ----.... EQ. SPACED WALL DETAIL SCALE: 3/8" = 1 '-0" ~ 48 hours8[f0R(excovation ~ 1-(800)422-4133 CALL Under9round Service Alert t--H 2' -6" DECORATIVE STEEL FENCE 4 • <D .I t') PROVIDE WATER PROOFING PER SPECIFICATIONS . / ~ /~,s "--,,,::'./4 % ~ i~,~:¼-~ .I ~· 2' TO~ /~~ / ~~· . 12" CLASS 2 BASE. COMPACT TO 95% REUi TIVE COMPACTION ' i: :i • !1'. i] ' .. VARIES 213.17 TO 211.83 TW • 12"(W)x8"(H)x1 e"(L) MASONRY BLOC~ ~ A.C. PAVING • ELEV. 203.90 ° --I ;,, 202.50 12· 6-#5 BARS (~ONT.)j TOP AND BOTTOM, EQUALLY SPACED WALL OETAIL SCALE: 3/8"=1'-o• ' VARIES I 211.78 TO 208.98 TS VARIES! 209.76. TO 206.96 TW . • 41 -3" #5 @ 44• o.c. ----------- #5 @ 16" o.c. ~ A.C. PAVING I • I I I I ELEV. VARIES VARIES: 201.78. TO 200.96 WALL OETAIL SCALE: 3/8" ~ 1 '-o• I I• ' . ' I I . :, I ' I I • #5 @ 24" o.c. PROVIDE WATER PROOFING PER SPECIFICATIONS 36" EXTENSION OF FOOTING FOR CORRUGATED STEEL PIPE INLET PENETRATION 1 5" CLASS 2 BASE. COMPACT TO 95% RELATIVE COMPACTION ---------------~ -----··--·. 209.50/208.50 TS 207.05/206.50 TW #5 @ 24" o.c. #5 @ 32" o.c. - ( CENTER PLACEMENT) VARIES 202.17 TO 201.17 TC ~c • o· • 8"(W)x8"(H)x16"(L) MASONRY BLOCK A.C. PAVING ELEV. VARIES (SEE DWG. C-1) #5 @ 12· o.c. TOP AND BOTTOM • <D I N r-J::::;;::::::;;==~:;:r------,-~--~ . • . . • -.-.--.--.I I . . . . .--.-.--. ~ ~c ""'"'"'""""-"-"-~-'""-'""--'1-4'--'-"-1~""-'-'-' 36" EXTENSION OF FOOTING FOR CATCH BASIN PENETRATION. TS (SEE DWG. C-3) DECORATIVE STEEL FENCE 12" MASONRY BLOCK RETAINING WALL PER DWG. C-3 ~--~--'-'--'--~ TW (SEE DWG. C-3) NOTE: FG VARIES (6" MIN., 12" MAX.) 3-#3 CONT. MATCH GRADE SHOWN ON PL'INS 1 2 \__ #5 @ 12• o.c. 31 -8" 12" CLASS 2 BASE. COMPACT TO 95% RELATIVE COMPACTION CONTRACTOR MAY USE AIR PL'ICED CONCRETE (MIN. STRENGTH= 2500 PSI) AND 1 1 /2"x 1 1 /2" 17 GAGE STUCCO NffilNG IN LIEU OF SPECIFIED STANDARD CONCRETE AND REBAR. • • • • TOP AND BOTTOM DECORATIVE STEEL FENCE -2 3/4" (EDGE PL'ICEMENT) 8"(W)x8"(H)x16"(L) ~ MASONRY BLOCK • • 2'-3" • <D I "' 5-#5 BARS (CONT.) TOP AND BOTTOM, EQ. SPACED 12" CL'ISS 2 BASE. COMPACT TO 95% RELATIVE COMPACTION 198.0 CG WALL DETAIL SCALE: 3/8"=1'-0" ~2~1_8._6_7 ___ , .. TW DOUBLE LEAF 5-#5 BARS (CONT.) TOP AND BOTTOM, EQ. SPACED @ ROOF HATCH EXHAUST FAN WITH SKYLIGHTS I, , , 10·-1· 10· -7" ELECTRICAL PANELS CG .,-.,-,,-FF. 204.00 CONCRETE V-DITCH SCALE: 1 "= 1 '-o• PROVIDE WATER PROOFING PER SPECIFICATIONS A A C-1 MATERIALS AND WORK DESCRIPTIONS FOR DRAWING C-4 J::J~~. JJ. ~~Jj___Jl_~/,refl:fw)=:::::;:_ ~.::;:::;=:;=T=:C~-!:_2~0:;4~.:=3=:J:::::;:;_-__r::,-;::::;:q_-b Q) SCARIFY 12• DEEP AND COMPACT TO 95% REL'ITIVE COMPACTION. 12" CLASS 2 BASE. COMPACT TO 95% RELATIVE COMPACTION @ PROVIDE ONE LAYER OF GEOGRID TENSAR BX-1200 ACROSS BUILDING/UNDER WALL FOOTINGS AS SHOWN. @ SELECT BACKFILL COMPACTED TO 95% RELATIVE COMPACTION • @ 4" PERFORATED DRAIN PIPE (PVC SCHED. 40) WITH PERFORATIONS DOWN. 12"x1a• CRUSHED ROCK WRAPPED IN FILTER FABRIC. @ BACKFILL WITH SELECT BACKFILL COMPACTED TO 90% REL'ITVE COMPACTION. 6" CL'ISS 2 BASE BETWEEN 12RWS CONCRETE ENCASEMENT AND GEO-GRID @ BENCH INTO NATIVE AND BACKFILL, 0 TEMPORY SLOPE EXCAVATION. SHORE IF REQUIRED FOR SUPPORT OF STRUCTURES AND IMPROVEMENTS. @ EXISTING 2:1 GRADE. CONSTRUCT RETAINING AND BUILDING WALLS AND REPL'ICE TO MATCH EXISTING. 6 AS BUIL TN C-4 OVERALL SITE SECTION ~ CFl:1rfa$-r, ;... ,,:..19--1,, P,E. ,zarn EXP 3•1[-17,-DATE SCALE: 1/4"=1'-0" KRJl'.:GER. lNCDRPORATED APPROVED BY "-'-I /. .,C, I ' ,r /, ,4 REGISTERED Em,1NEER No. b3t'5a DATE •7·~~ REVIE'w'ED BY• Jp~ Jlc-44/2,;Ja INSPECTOR 6'·1:J-(?7 DATE 1" 45 avitr fSHml CITY OF CARLSBAD ~ 1-----+---+-----------------+---+---1----+---1 L1Q_J ENGINEERING DEPARTMENT ~ :==::::'.....'.::==========::::'.....'.::====: IMPROVEMENT PLANS FOR: ENCINA SASIN WATER RECLAMATION PROGRAM, PHASE 11 CALAVERA RECYCLED WATER PUMP STATION PEAi~ WALL FOUl'OATION SECTION AND DETAILS ~:, ~ ':iltfta:t,....., r .. -~..:-.A,,. APPRq~/.Wl~LIA~J,.~ER ., f----ii---+-----------------ii----+--t----+---1 DEPUTY CITY ENGINEER PEB176EXP. 03-31-06 DATE • DWN BY: SPK I PROJECT NO. I DRAWING NO. ~~~ ~~; :~! . 3889 . 404-78 DA le: INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA 1E INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL ' i i ! ! ' •'i i ,, . ., l ) ~ I II OJ • ... I "' ·,:::!j:_,I; ! ' I ·I : I ! 111' ' I ~-1_·: 1,;,,:_~.--.. J __ ,~_ , ____ ,. ____ , ___ -'~---~--- 6' -0" {:t}{'.}·::•:f-.i;)-:/ . p----: .::;_· _________ _ I I I I I I I I I I "'I -I 01 -1 6 - 200.60 CG /x'"f-; C.O.T.G.~ PER CMWD // 29 DWG. No.S6 / I / r/ 5•-e· 4D PUMPING UNIT PERFORMANCE ' • CONDITION DISCHARGE TOTAL MINIMUt.1 CAPACllY DYNAMIC HYDRAUUC [GPM] HEAD EmCIENCY [fl] [%] 1 440 287±15 75,0 2(1) 620 250 82.5 3 800 195±15 77.0 MINIMUt.l SHUT-OFF HEAD 315 FT. • SELECTED MOTOR SIZE 60 HP. .I 1 ff''j C -. 1-I - I''' I: I !i' i Ii ! 7' -0"' [J ---- 12 32' -o· 7'-o• ]I ___ _ 12RWO--Jr- PS2 (TYP.) 2' -0" MECHANICAL FLOOR PLAN SCALE: 3/8";1'-0" Ii' • I II ' ' I --------------- _ I • I 6' -4" 4'-10" ___ 1 __ l 5' -3" -12" • 0 I ... • ... I ;,, 3' -0" CONCRETE WALK (TYP.) 1 -C.O.T.G. PER - - -CMWD STD. DWG. No.S6 CG 13 PUMP STATIOH HORTH MATERIAL AND WORK DESCRIPTIONS (DWGS. M-1, M-2, &: M-3): 0 6" RESILIENT WEDGE GATE VALVE WITH HAND WHEEL OPERATOR, FLG. X FLG. @ 6" VICTAULIC COUPLING, STYLE 77. 0 6" PRESSURE RELIEF VALVE (SUITABLE FOR 300 LB. WORKING PRESSURE), SET AT 200 P.S.I. © 12·x12·xe· TEE (PLAIN X PLAIN X FLG.). @ 12·xa· ECCENTRIC REDUCER, TOP LEVEL (FLG. X PLAIN). © FLOOR DRAIN WITH CAST IRON GRATE AND BRONZE STRAINER (ZURN Z415 OR EQUAL). 0 60 HP VERTICAL TURBINE PUMPING UNIT. ® TWO (2) 1" HALF COUPLINGS WITH 1" CORPORATION STOPS PER CMWD STANDARD DRAWINGS W9 AND W1 0. SET ONE AT 45' OFF TOP OF PIPE. ® 8" FLG. SILENT CHECK VALVE. @ 8" VICTAULIC COUPLING. (D_) 8" FLG. RESILIENT WEDGE GATE VALVE WITH HAND WHEEL OPERATOR AND CLASS 250 FLANGES. @ 12·x12"X8" TEE (PLAIN X PLAIN X FLG.). @ CORE DRILL MASONRY WALL FOR 8" RWD. PROVIDE 1 • ANNULAR SPACE BETWEEN OUTSIDE OF PIPE AND BLOCK WALL FILL ANNULAR SPACE WITH NON-SHRINK GROUT. PROVIDE 1/2" DEEP SEALANT AT OUTSIDE FACE OF WALL @ 8" FLG. MAGNETIC FLOW METER • @) 12"X8" REDUCING 90' ELBOW (PLAIN X fl._G.) • @ 12" STD. WT. CML, WSP DISCHARGE HEADER. @ 8" STD. WT. CML, WSP PUMP DISCHARGE. @ FABRICATED STEEL DISCHARGE HEAD PER SPECIFICATIONS. @ 12" RESILIENT WEDGE GATE VALVE (FLG. X FLG.) WITH VALVE CAN ASSEMBLY PER CMWD STANDARD DRAWING W16. VALVE SHALL BE SUITABLE FOR A WORKING PRESSURE OF 250 P.S.I. AND SHALL BE EQUIPPED WITH 250 LB. fl._ANGES. @ 1/2" VOLUTE DRAIN FROM PUMP HEAD TO DRAIN, 1/2" TYPE K COPPER TUBING. @ PROVIDE A 2" GAP BETWEEN END OF COPPER TUBING AND DRAIN PIPE. @ 16"X16"X12" TEE (PLAIN X PLAIN X fl._G.). @ 12" RESILIENT WEDGE GATE VALVE WITH VALVE CAN ASSEMBLY PER CMWD STANDARD DRAWING W1 6. @ 12"xs• LONG RADIUS REDUCING ELBOW (FLG. X FLG.). @ 12" 90" ELBOW (PLAIN X PLAIN). @ 6" RESILIENT WEDGE GATE VALVE WITH HAND WHEEL OPERATOR, FLG. X FLG •• VALVE SHALL BE SUITABLE FOR A WORKING PRESSURE OF 250 P.S.I. AND SHALL BE EQUIPPED WITH 250 LB. fl._ANGES. @ 12" BUTT STRAP. @ 16" STD. WT. CML & TC, WSP SUCTION HEADER. @ RUNNING TRAP WITH ADJUSTABLE CLEAN OUT TO GRADE, ZURN, JOSHAM, OR EQUAL. @ AIR COMPRESSOR AND 60 GALLON RECEIVER. @ 16" 90" ELBOW (PLAIN X FLG.). @ 16"X12" CONCENTRIC REDUCER (PLAIN X FLG.). @ 12" LONG RADIUS SMOOTH BEND 90' ELBOW, TRIMMED TO 63"± (fl._G. X fl._G.). ® 12" 90" ELBOW (PLAIN X FLG.). @ 12"X12"X12" TEE (PLAIN X FLG. X fl._G.). @ 12·x12·x12· TEE (PLAIN X PLAIN X PLAIN). @ 6" RESILIENT WEDGE GATE VALVE WITH CLASS 250 fl._ANGES AND VALVE CAN ASSEMBLY PER CMWD STANDARD DRAWING W16. @ 12"x6" CONCENTRIC REDUCER (fl._G. x PLAIN) @ 8" SHORT RADIUS 90' ELBOW (PLAIN X FLG.). @ 8" STD. WT. CML, WSP DISCHARGE HEADER @ FIRE EXTINGUISHER MOUNTED TO MASONRY WALL CONFIRM LOCATIONS WITH OWNER PRIOR TO INSTALLATION. FIRE EXTINGUISHER SHALL BE PROVIDED IN ACCORDANCE WITH SPECIFICATION SECTION 10520. M-1 "AS BUil T" UAf#:2; ~~.. 5,1z,r" P.E. Ut~ EXP .J,rJ/• ,l? DATE REVIEWED BY: 1~4 41~,11~A()a INSPECTOR fSHml CITY OF CARLSBAD DATE SHEETS 29 t-------t---+-------------------t----t---t-----+------il L_J_!_J ENGINEERING DEPARTMENT 1-----t---+-----------------t---+--t----+----1 ~IMP~R:=:O~VE~M:::::EN~T;:::::P:;::LAN~S;:::::FO:;::R:;:·======::::::''--=====: ENCINA BASIN WATER RECLAMATION PROGRAM, PHASE II CAL.AVERA RECYCLED WATER PUMP STATION EQUIPMENT BUILDING MECHANICAL PLAN ! I / ) ) t ·1 II r i' . l[i i. J!li II ~ .... ~ i ~ ~ ,__ ~ ~ 0 "' 0 w "" c5 ~ ~ .. ~ ~ ~ 11:1 k! ~ ::;; N ::;; "' I · ... I "' N ' ' I -------'-~-~-· LI -_J __ ROOF MOUNTED EXHAUST FAN (Ef1) 1\-11 I I I I I I ROOF HATCH 11;: I:' 11,_,_': '1: I ·1 ' : ' : 11 i ,, ! -----+--~·~!I JI~---.l~-,--~------~·-·-·--J•·----.. '~----~~~--_ ....... _.!.:·---~-__ , _, __ ------____ L_ __ ROOF I I HATCH ROOF I I DOUBLE LEAF ROOF HATCH WITH SKYl,IGHTS (TYP.) I ' I HATCH I I I I I I ROOF MOUNTED EXHAUST FAN (EF2) ...... / "· ,/ --" / /~"-._ - ✓· ." =-=- I ~, '• ROOF ACCESS HATCH - AND LADDER 32•-o· -----------------------~;_::,"---:--------+-,, ---------------. PUMP STATION NORTH ROOF PLAN SCALE: 3/8";1'-0" 198.0 CG 218.67 TW OUT-OF-SECTION --- ASPHALT PAVEMENT ~ ~-- ~ 1- ' H ' ~ 1- ~ ~ ,_ ~ C- ~ ~ ,_ ~ ---------.___ Q,'fiHlr~• ..... .... ········•···· 24" 121WD 206.0 1/YJ> I CG v, , r 1:!l ROOF HATCH EXHAUST FAN ~ DOUBLE LEAFT~ WITH SKYLIGHTS \ ~~~-1, , , ·1 I \ ~--,--,---' •. -...•..•.• '.':'!':'.':_.' -~~.'~ ••....• , -~' -= -------------~.n..li.ln-1'1.El!_ =_ .-',r-• ___ '-,/IL' •-~---,_ ---•····· '•················· J---- -=~ --I----••'-" .• ·' ., .• • L , o· -1 • 1 D' -7" ELECTRICAL PANELS 1--- --,__ -------------... PS2--.._ (TYP.) ' FF. 204.00 - I I l I l SECTION BOOSTER PUMP SCALE: 3/8"; 1 '-o• TC 204.33 1 /2" EXP. JOINT MATERIAL 'II-. . . ,. t.--19" ID X 3/8" THK. ,-· STEEL PUMP CAN WITH . 3/8" TH K. CML ... ' vG9 I,-SUCTION CAN WITH REINFORCED CONCRETE ENCASEMENT EL. 194.50 (BOTTOl\4 OF SUCTION l;lELL) EL 193.DO (BOTTOM OF SUCTION CAN) /A ... - M-2 "AS BUil T" .,..f,tl~ (..t?P«<t:Ht_ .,:~1a,10 P.E. '26/7~ (XP :J-3/·l'Z. DATE REVIEWED BY: J~ ,11~.J/qhr::,;? INSPECTOR 11'-48 ifltllt. r i----t---t-------------+---+---+---+----ll;:: :::;;:2==,,'I =c=1:;:::T==Er=G=IN9=E=riN=G=~=t==~=R~==E=NB=T A=0=-=I ::::::::::9~1 IMPROVEMEN'l PLANS FO~ r--=-~~;;;,:,-:_.---,,-----------------i---+---+---------------1---1---+----1---l ~ 48 hours BEFOR(excavation 'I \,'l.:;;~-H-c-Ss...::101,,, KRIEGER ENCINA BASIN WATER RECLAMATION PROGRAM, PHASE 11 CALAVERA RECYCLED WATER PUMP STATION EOUIPME;NT BUILDINQ ME;CHANICAL ROOF PLAN AtO SECTION l"i .y .,.;.\.1 s. ,,,.., ~ • 0 ID a, 1-(800)422-4133 ff ~ .. C6J1"' ~ ~ ~TEWART INC 0. p 0. ATE 0 APPRQVED: WILLIA~ ~~~ER r \ C LL ~ r;'.o-.JO::"oo ;;; 1-----,--+----------------l:----+--J--,.---4----l ~...d,, .. , 4 /~s .. -:r-- is "-S ~ A Underground Sel'/ice Alert * * 3602 Ual,ornt,. A,o •• !J"Jrnld, CA. 9?j01; 900-664-6900 DEPUTY CITY ENGINEER PE 28176 EXP. 03 31 06 DA TE • <!: ~~ :';~~\\~-.,;."° APPROVED BY .... .,,, . I 1t_lt,~~~-;-;__-=-_-=-_-=-_-=-_-l---;cD7-ATE=-l--::c1N"'1TI7.AL+----------------I-D-ATE--l-lN-IT-IA-L -1-D_A_TE__jLIN_lll_A_L_J DWN BY: SPK I PROJECT NO. I DRAWING NO. ~ L---------------------------------------------._oi,,o ____________________ .,.;;;;;;;;;;;;;;;;!;R;;E;G;IST;E;RE;D;;EN;,C;IN;;E;R;;;N(:;;.;b;;;;1;1S9;;;;;;,;;;D~AT~E~';•~7-~4~i:~E;N;Gl;NE~E;R;O;F;WO;R;K~;;;;;R;E;V;l;Sl;O;N;;D;E;S;C;R;IP;T;IO;N;;;;;;;;~on,;E;R;;A;PP;R;OV~Al~;;c1TY;;AP~PR~O~vAL~~~V~H~;D~~~~;~~;;~:~~-~~~,3~8~8~9~~~-~4~Q~4~-~7~8~~ ' ' I ) lij .. ~ ~ <3 ,,, ::a ,,, I 0 w 0) .. ~ ~ Cl ' I ----- - -,. _____ J,_~------i ' ME;TAL ROOF DECK 1TH BUILT-UP ROOFING I \ -----~-~----.. -·--· --~·".':'~----· -~--·-·--~•! I -, ························•··········•·•-· 11•;...2• ◄------ 24" 1 · 206.00 FF; 204.00 198.0 CG ASPHALT PAVEMENT PS2 (0UT-0f- SECTION) I . . . . . I . ' I ' I . ' . I CG i 24 I 12• ~~~ -7~~~~:---~,~-,.-.-,-,~-~,~--+~•-h--'H --12PR --------------------- -. ., 1 S-4 1 /2" EXP. JOINT ' MATERIAL i SECTION PRESSURE RE IEF' VALVE ¢. VAULT L fl S REBAR O 12~ O.C. EACH WAY (TYP) (ROW) --L -- 6 12" I EXIST. PIPING TO BE ABANDONED IN-PLACE -, - LIMITS OF REQUIRE6 • BACKFILL ' NOTE: . ,· M-1 .. • • • ►, ' .- • . . .• I>. FACE OF ·CURB BASE DETAIL /S SCANNED IMAGE FROM SHEET 2C OF1 57, _CITY OF CARLSBAD DRAWING No. 303-2. PLAN RECYCLED WATER DISCONNECT VAULT DETAIL 1 N.T.S. 48 hours BEfORE excavolion 1-(800)422-4133 CALL Underground Service Alert . , iii 11 - II r, 1, -• 7 r ' ' I i I "' ' ' ,, ,' : " ' ' ., • . -. . ' . . . . . . . . SECTION B NO SCALE APPROVED BY 4 INCORPORATED REGISTERED ENGINEER No 6 'JI ~(2 DATE I,-7·Pf -' \ I LOCATION MAP FOR RECYCLED WATER DISCONNECT VAULT RECL. WATER DISCONNECT VAULT MA TFRIALS UST rn:M DESCRIPTION (D GALVANIZED STEEL LADDER, ALH.A.M6RA FOUNDRY MODEL A-3400 OR APPR0\1£D EQUAL . @ 12" SPOOL (CML) (70" LONG) (CLASS 53) 01 © @ @ 0 12" FLG, '.1CTAULIC SPOOL (CML) (B.75" LONO) (CLASS 53) Ii.' VICT AJLIC COUPLING, STYLE 31 12" SPOOL (CML) (87" LONG) (CLASS 53) CONCRE f£ THRUST ANCHOR WALLS ~DJUSTABLE PIP£ SUPPORT, FEE AND MASON FIGURE 2.91 ClR APPf<OVl:.D E.QUAL QUANTITY , 2 2 2 ® 6'-0" ~ 8'···0" t.1ETf"R!N~ VAULT, 9ROQl<.:S PRODUCT INC., DRAWiNC 1 NO. 510-:)()1 iU NO. W-510-9 TOPSLAB AND SE.CMENTS AS REQU;REO uR APPROVED t:OUAL @ 48n x 48" CAST JN AUJMINUU SPRING ACTIJATEI') SLAMLOCK COVER, LJS FOUNDRY HPE T.P.D. W/ RECESSED F.A.CIUTY FOR PADLOCK G>R APPROVED EQUAL 1 AS /3{//t.T .. Z) -PE:V~l-OP~ W ~v1or:: $1?/.d-r-t-,,? k;,L<XI' P.Fi:TAIN/t,Jt!r -WAil. FO~ t;:X1!:>Tlf\1'7 PVlvlP '51A'1-ION, (.OK'5i';:°;>TAl-.li WIT\.t A~CHITE;Cil.)~,A 1.- T}ji:;;ME: OP 0!%Vl::l'LOPME::NT: 3) Dl::YE:,t.OPE:~ TO PROY!o!S Tl::STl\\lv ~ PERMAHE:NT FOWER CONl,,l6Cl10H 7D E)(l!>TING, Pl)MP ~TA"floH. NOTE: t->E:VE:l.Qf"e~ TO f>Rt>Vl (>6 L,A NDSCAPll'JG AND IRRlGA'flOH AROUND ex1sl11\JG PUMP 5TATl01i, SE:e: CMWD DW6. N£i ~2-IOCJ FOR'E.XISTINc:> PUMP STATION · .. • DEVELOPER, TO P~O\ll_t)E (;,''01= CRUSHED ROCK 13ETWEEN PAYE:O ARP-A• AND FENCE 1 50\Jn-t AND WEST OP E:XISTI NG 'PUMP STATlOr-i. . ----.. L. MA!<TIN RC.E. 48670 EXP OAT& LOCATION MAP IS SCANNED IMAGE FROM SHEET 19 OF 57, CITY Of' CARLSBAD DRAWING No. 303-2. WORK DESCRIPTION (D CONTRACTOR SHALL CUT AND REMOVE 5'± SEGMENT OF EXISTING STEEL PIPELINES ON THE EASTERLY SIDE OF EXISTING GATE VALVES. ENDS OF REMAINING STEE;L PIPELINES SHALL BE PLUGGED WITH CONCRETE, MINIMUM 12" LONG. AFTERWARDS, CONTRACTOR SHALL INSTALL TWO 12" BLIND FLANGES ON THE EXISTING GATE VALVES AND SHALL REMOVE THE TWO EXISTING VALVE CAN ASSEMBLIES IN THEIR ENTIRETY. TRAFFIC CONTROi. AND STREET RESTORATION REQUIREMENTS SHALL BE IN ACCORDANCE WITH CONSTRUCTION NOTES ON DRAWING G-2, @ CONTRACTOR SHALL REMOVE AND LEGALLY DISPOSE Of' EXISTING ALUMINUM LID, GALVANIZED STEEL LADDER, CONCRETE TOP SLAB, AND THE UPPER CONCRETE WALL SEGMENT (MIN. 1 B" FROM EXIST. GROUND) AND BACKFILL THE VAULT AND ADJACENT DISTURBED AREA WITH IMPORTED SELECT BACKFILL MATERIAL COMPACT BACKFILL TO 90% MINIMUM RELATIVE COMPACTION TO THE EXISTING TOP Of' VAULT ELEVATION (376.6±). @ CONTRACTOR SHALL PUNCH/JACKHAMMER THREE (3) EQUALLY SPACED HOLES THROVGl-t THE EXISTING CONCRETE FLOOR OF THE VAULT. MINIMUM AREA TO 13E PENETRATED SHALL BE 4 SQ. FT. M-3 "AS BUILT" .s-,1e,1a P.E Z,817~ EXP. '3•3(•/2 DATE REVIEWED BY: i/ae ,#c/1~~/J trrrl-~7 INSPECTOR DA TE fSHml CITY OF CARLSBAD I SHEETS I t---t--+---------------1----+---l---+--_j l___!l__j ENGINEERING DEPARTMENT 29 ~IMP~R:::O=VE::'.,M':::E:::N:::T==:::PLAN===s::::FO:::::=R:::::::::::::::::::::::::::::::::::::::::::===--====; ENCINA BASIN WATER RECLAMATION PROGRAM, PHASE 11 CAlAVERA RECYCLED WATER PUMP STATION EQUIPMENT etJILDINQ MECHANICAL SECTION AND DISCONNECT VAULT DETAIL APPR~O~! ~ WILLle,M ~':¾JMMER J----t--t---------------ii----+----{--+-----j £?,,,mr,_n, 4, ~ I 79'1 DEPUTY CITY ENGINEER PE 21175 EXP. 03-31-05 DATE OWN BY: SPK PROJECT NO. I DRAWING NO. ~~~g ~~; ~~! 3889 . 404-78 DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL I I. ' ' ' ' \ / r II r - - 1-- ' ' .... ! rfli::J 48 hoursBEFOREexcavation ~ tlll """""~ '"'° M~ ~ 1-(800)422-4133 I! 1 1 I ' I' i , 1 IL' 1 1 : , , ,, " '1 1 ; ; , , 1 _ ·---_ _!~I __ · ~i _____________________ ------~I_-~~;!-~' "I'!_··----· :_I ·····-··-·-.. -~-_:-----~-~'---'~ j_ ____ _ -------------------------------------------- _ ,__. _1'.)lllHIIIWl+I -------------'----------- i 18·-o·• 1---------------.:-' --'-"'--"--+----------------~ ' ~ PS3~ • N ~ • 0 I "' • • • I. ,· . • • • , I .. I • I I • I • . I 4'-0" 12· -~--;--~~--..----......... 4' -0" . 198.00 CG ' ' NOTES; ST. STL ANCHOR BOLT. ANCHOR BOLT SIZE, SPACING, AND EMBEDMENT PER MANUFACTURER'S DESIGN. 1. FOUNDATION DIMENSIONS AND REINFORCEMENT ARE TYPICAL FOR EACH VESSEL SUPPORT (2 TOTAL). ALL ACCESORIES, VALVES, FITTINGS SHALL BE RATED FOR 250 PSI WORKING PRESSURE, U.N.O. FLANGES SHALL BE CLASS 250/300. SURGE ARRESTOR DETAIL . SCALE: 1/2"=1'' 0" I 4 2 LEVEL PROBES APPROX. LEVEL AT PRESSURE CONTROL SET POINTS I ' 46" DIA. SURGE TANK (3) 25.B" 200 PSI 15• 3 ._., ••-~··,,•• ••·,,,"d" ,-, '••'"""• ·••• •• '-.• •,•. • ,. ,_c • .;. (2) 25.4" (4) STOP PUMPS 1 95 PSI (1) 24.0" HGL 597 (4) __ 1/ HOLD LEVEL ± 180 PSI (2) 23.0" / START LAG PUMP 170 PSI \ (2) 22.3" START LEAD PUMP 165 PSI NOTES: (1) ADJUST PUMP AND NUMBER OF PUMPS TO MAINTAIN PRESSURE AT 180 PSI. (2) TIME DELAYS FOR MINIMUM RUN. (3) PRESSURE RELIEF SETTING 1--.-~~--, 0 • .··, •.' •1,.-•• •• • ~.-. ' •• , •••• • (4) PROVIDE MIN. FLOW SET ~ • .. : ·.: • • • •': ' • 1 • -, , • , • • 1-c.--. ---c_ .~ .• -, ~ POINTS VIA MCP FOR ONE ' • •• • 1 • •• •• : •. •:. i· · -,. · .. ·. · ··• . 1 AND TWO PUMPS OPERATING 1 LEVa PROBE DESCRIPTION: i CD GROUND PROBE! @ SPARE PROBE 1 0 LWL ALARM PRO~E 0 LWL TANK EXCE~S AIR PROBE © STOP AIR PROBE © ADD AIR PROB!c 7 HWL ALARM PROBE 1 SURGE I TANK St,HEMATIC N.T.S. ! ; l ]! -I 'f I' . II 1 · I ,: HI !i 'i· ' I , I 1 11 ., I I ! I I I I -C. 1-- 1-- 1-- 1-- 1-- 202.73 1--TC EL 199.13 • • • I • I • I • 12" 2' -6" f ,,,,,,_"' #5 @ 12· o.c. TC VARIES 202.61 TO 202.49 ' TOP AND BOTTOM 12" CLASS 2 BASE. COMPACT TO 95% RELATIVE COMPACTION. LAYER OF GEO-GRID TENSAR BX-1200 SCARIFY 12" AND RECOMPACT TO 95% RELATIVE COMPACTION L -◄ -◄-----------• NOTE: FOUNDATION DIMENSIONS AND REINFORCEMENT ARE TYPICAL FOR EACH VESSEL SUPPORT (2 TOTAL). SURGE ARRESTOR SECTION .,-· -· -COMP. >-· 1 I . -CONTROL w I PANEL I I I C108 • I -·----~ I I (ia)(& -~ ! r-✓-----:-'1.--=,;,l,~--ICI-I I~ I~ I; ~ 'j_SJ AIR1-CFALOW: 3/4CA U \_ AIR COMPRESSOR ~, AND 60 GALLON RECEIVER '7--j-l----Jl CONCRETE J"-J J'-_ -/ EQUIPMENT ~ T _ PAD f 1 ~ _ .. •., .,._ C109---± J AUTO DRAIN VALVE (FURNISHED WITH RECEIVER) 0 N r OUT OF ,!, SECTION ! \_ SUPPORT WITH UNISTRUT I I I EXTEND PIPING TO 2" DRAJN, PROVIDE 2" AIR GAP BETWEEN COMPRESSOR DRAIN AND 2" DRAIN I $ r FINISHED / FLOOR I 6---PF5 l NOTE: • 1' ,n MATERIAL AND WORK DESCRIPTIONS FOR DRAWING M-4: ® CD 1,800 GALLON SURGE TANK, 4' -o· DIAMETER, WORKING PRESSURE 250 PSI (MIN.). @ STEEL LIFTING TABS. 0 14"x18" MANWAY. 0 4• GATE VALVE AND DRAIN PIPING, WITH BLIND FLANGE. ® PRESSURE GAUGE, 300 PSI WITH SURGE DAMPENER. © 1/4" NEEDLE VALVE, 316 ST. STL. 0 1/2" DIAMETER HALF-COUPLING WELDED TO SURGE ARRESTOR. © 1• DIAMETER HALF-COUPLING WELDED TO SURGE ARRESTOR. ® SEE NOTE 2, SURGE ARRESTOR DETAIL HEREON. @ @ @ SIGHT GLASS ASSEMBLY, 36"± LONG. 1" BALL CHECK VALVE (2 TOTAL) 3" FLANGED CONNECTION TO SURGE ARRESTOR WITH LEVEL PROBE FLANGE AND INTEGRAL TERMINAL BOX, PROVIDE CLASS 150 FLANGE TO MATCH LEVEL PROBE • 1• EXTRA HEAVY HALF COUPLING WELDED TO TANK SHELL. SAFETY RELIEF VALVE (BRONZE), FACTORY SET AT 250 PSI. UNISTRUT PIPE SUPPORT SYSTEM SIMILAR TO PS3. USE DOUBLE STRUT IN LIEU OF SINGLE STRUT . @ 6" FLEXIBLE COUPLING WITH LUG AND THREAD ROD RESTRAINING SYSTEM. USE 304 OR 316 STAINLESS STEEL FASTENERS. @ 1 • AIR RELEASE SILENCER. @ 3/4" AIR FILTER WITH DRIP TRAP. @ 3/4" PRESSURE REGULATOR WITH PRESSURE GAUGE. @ 3"x3"x1/4" THK. ANGLE, 3' LONG. WELD ANGLE TO SURGE TANK AND ATTACH UNISTRUT SUPPORT TO ANGLE. @ 24" DIA. MANWAY • @ STAINLESS STEEL BALL VALVE (TYP.). @ 1• SOLENOID VALVE. @ 3• FLANGED CONNECTION WITH BLIND FLANGE. ALL VALVES, PIPING, FITTINGS ANO ACCESSORIES SHALL BE RATED FOR 250 PSI WORKING PRESSURE. AIR COMPRESSOR SCHEMATIC DETAIL N.T.S. M-4 ,,AS BUILT" .dt?Ja,,:,, C ~PVI ,5'~18-/0 P.E28/~ EXP.'3~1[•/1.e DATE REVIEWED BY: ✓oe#cH(lhOO INSPECTOR DATE (..._ _ _j..__1-'"_A_5_8i_'t!Ji._'l.r ______ ----t---t---t--t--1 uTI Cl'\l1NgfNo s~~~N~AD ~ INCORPORATED 3602 Univ111n1i\y A11,.1vorJdo. Crl 9, ~1 • 909-684-6900 /// j n APPROVED BY • • , REGISTERED ENfil EER •;.t b °51'50 DATE ~-7·ot IMPROVEMENT PLANS FOR: ENCINA BASIN WATER RECLAMATION PROGRAM, PHASI!: II CALAVERA RECYCLED WATER PUMP STATION SURGE ARRESTOR At-0 MISCB..LANEOUS DETAILS APPR~VE;D: WILLIAM H~MMER -A /4~,-/4 ~-,,.,.,.,__ ~-/. ~ 1----1---1-----------------l---t---t---t--1 DEPUTYCI EJG1NEER'PE28176 EXP. o~-31-oa DATE ' OWN BY: SPK I PROJECT NO. I DRAWING NO. 2o~g ~r :~: _ 3889 _ 404-1a DATE INIT1AL ENGINEER OF WORK REVISION DESCRIPTION DA TE INIT1Al OTHER APPROVAL DA TE INITIAL CITY APPROVAL . I . l ' -----, ' . ' ' ' . II 1/j t5 i ~ "' :,; ,,, I 0 "' O'.) 1. i I ··• , 11 . ' 1, ', 1· ;: •1' i :, 13-.J" I I -1 1/2" TYP. :.,[ t-Lth--t J, I \.jY ++--+ ..: -4 I B/2 ."I~ I BASE PlATE PIPE STANCHION SADDLE WITH -~ U-BOLT, GRINNEL FIG. 259. PIPE STANCHION SADDLE WITH- OUT U-BOLT, GRINNEL FIG. 264 OR EQUAL (1) INSTALL 1/4" BOLT ON U-BOLT SUPPORTS (DRILL 11-lROUGH SUPPORT) •c• THK. BASE PlATE ---~ TYPE PIPE SIZE PS-1 2 ½ ",3".3 ½" \)R 4 ",6" PS-2 8",10",12" 14•, 16" P$-2 1 B",20" 24",30",36" A B C D(2) E 2 ½" 9• 'la" 1 ½" 3/a" 3" 10· >/s" 2 ½" 'la" 3• 10· ½" 2 ½" ½. 4• 12· 5/11" 3• ½" 6" 14" ¾-" 3½" ½" 6" 14" :¼" 4• ½" U-BOLT (GRINNEL FIG,! 259) DIA. "D" ! ' THREADED COUPLING • TO PERMIT ADJUSTMENT ' SCHED. 40 STL. RISER' PIPE 3/4• CHAMFER ALL AROUND~ ·. ON CONC. PAD L_ \ ~ DIA. "A" (MIN.) I~ 1 -3/4" NON-SHRINK GRPUT 1" (UNO)J ~ ..• ! ..,.-----;.-~ CONC. PAD., 9• 11-lK. AND B + 6" SQ. MIN. "E" DIA. ST. STL WED6E ANCHORS, 3" MIN. EMBEDMENT, (fYP.) ' CONC, FLOOR SLA.13 OR PAD NOTES: 1. WHERE LOCATED UNDER Ft.ANGE OR VALVE USE PS2 SUPPORT WITH i SADDLE RADIUS TO MATCH FLA.NGE OR VALVE BODY. : ' 2. FOR PS1 U-BOLT SUPPORTS USE DIMENSION "A" IN LIEU OF "D". I I PS1 -PIPE STANCHION WITH U-BOLT PS2 -PIPE STANCHION WITHOUT U-.BOLT N.T.S. '°""' ""'-' l STRUT PIPE, C!AMP '-. r NO. ; OF PIPES/COND ITS PER1 DRAWINGS ' ll ll C->---1 5/8" SQ. STRUT 1 5/8" SQ. STRUT -- 12 GA. STL .t-1 --h, PROVIDE CORNE:R 1 Q I ANGLES OR USE I I CHANNEL BRACKET ll ll I 10 I I : BOLT BASE TO STRUT, USE STRUT LCf KING NUTS 3/ 4" GROUT PAD f(P. 6" SQ, COLUMN BASE FOR SlAB MOUNTING ~----t W/ 3/8" S.S. EXP. ANCHORS 3• EMBEDMENT (4 TOTAL) 1 5/8" SQ. STR(JT __,-STRUT PIPE C!AMP --------ANCHOR WITH 3/8" S.S. ~-,--EXP. ANCHORS, ~• EMBEDMENT @ 2' -o• O.C. M/\X. AND 3• FROM EACH END NOTES: 0 ~~--BOLT TO WAL!-WITH , 3/B" S.S. EXP. ANCHORS, 3 EMBEDMENT. PROVIDE BOLTS @ 2' -o• 0.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 ' i ' ' ' 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. ~ 48 hoursBEfOREexcavalion ~ CAil °""'""" """ "'1 ~ 1-(800)422-4133 : I I I -----~---------I ------ DISCHARGE PRESSURE ~ SWITCH WITH OIL FILLED DIAPHRAGM SEAL SET FOR HIGH PRESSURE (230 PSI INITIAL SffilNG) DISCHARGE PRESSURE SWITCH WITH OIL FILLED DIAPHRAGM SEAL SET FOR LOW PRESSURE TO SENSE PUMP FAIL (14D PSI INITIAL SffilNG) 1/2" 9D' ELBOW --t=;;=;J.----1/4" BRASS THREADED PLUG --------(TYP.) 1/4" ST. STL. -·· -~==~==!J NEEDLE VALVE --------~----1/2" ST. STL • BALL VALVE PRESSURE GAUGE-------(',.)c:'.J!@ect'6l 0-300 PSI WITH ~ 1/2"x2" NIPPLE SURGE DAMPENER C!ASS 3000 HALF COUPLING 1/2" CROSS WELDED TO DISCHARGE PIPE PER CMWD STD. DWG.'S W9 1/2" CORP STOP AND W10 (FIPxMIP) -DISCHARGE PIPING 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.) DUAL PRESSURE SWITCH DETAIL N.T.S. 1 /2"11l 90" ELBOW ------. 1 /2"¢x3" NIPPLE 1 /2" AIR RELEASE VALVE · (PRESSURE RANGE 80 TO 1 00 PSI) 1/2"¢x4" NIPPLE 1/2"(1) 90" ELBOW WIRE CLOTH, 22 GA., 8x8 BRONZE OR BRASS, FASTEN 1/2"¢x2" NIPPLE------· ~,......,,, 1/2"111 CROSS-------- 1/2"x1/4" BUSHING------ LOW SUCTION PRESSURE SWITCH WITH OIL FILLED DIAPHRAGM SEAL WITH SS. CLAMP 1/2"x1/4" BUSHING 1/4" ST. STL. NEEDLE VALVE PRESSURE GAUGE OTO 150 PSI WITH SURGE DAMPENER 1/4" ST. STL NEEDLE VALVE ..-O)==s, ~---1/2"¢x2" NIPPLE ALL VALVE --------------1 / 2" ST. STL 1/2"x4" NIPPLE PUMP HEAD CLASS 3000 HALF COUPLING WELDED TO BORED PUMP HEAD F!ANGE PUMP CAN FLANGE NOTES: 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 200 PSI OPERATING PRESSURE. 3. ALL VALVES AND FITTINGS SHALL BE SUITABLE FOR A WORKING PRESSURE OF 300 P.S.I. (MIN.) DETAIL N.T.S. 2· 90' ELBOW ----1~~~ll---2" 90" ELBOW 2"x3" NIPPLE -----WIRE CLOTH, 22 GA., 8x8 BRONZE OR 2" COMBINATION AIR · ..____ _ BRASS FASTEN VALVE ~-WITH S.S. ClAMP 2"x6" NIPPLE 2"x6" NIPPLE --- ------------------------- 2" CORP STOP --- ClASS 3000 HALF COUPLING WELDED TO DISCHARGE PIPE PER CMWD STD. DWG.'S W9 AND W10 (FIPxMIP) ------ 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 200 PSI OPERA TING PRES SU RE. 3. ALL VALVES AND FITTINGS SHALL BE SUITABLE FOR A WORKING PRESSURE OF 300 P.S.I. (MIN.) 2" COMBINATION AIR VALVE DETAIL 3 N.T.S. M-1 KRIEGER ~TEWA.QT INCIJIIPORATED 1/4" ST. STL ---- NEEDLE VALVE ------ PRESSURE GAUGE 0-300 PSI WITH SURGE DAMPENER 1/2" CROSS 1/2" CORP STOP------- (FIPxMIP) NOTES: PRESSURE TRANSMITTER PER SPECIFICATIONS. -1/2" ST. STL BALL VALVE - 1 /2"x2" NIPPLE C!ASS 3000 HALF COUPLING WELDED TO DISCHARGE PIPE PER CMWD STD. DWG.'S W9 AND W10 DISCHARGE PIPING 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. (MIM.) TRANSMITTER DETAIL N.T.S. 2" 90" ELBOW-- 2"x3" NIPPLE-----... 2• COMBINATION --- AIR VALVE 2"x2" NIPPLE------. 2" CROSS-------,--, 2"x6" NIPPLE 2" 90" ELBOW WIRE CLOTH, 22 GA. 8x8 BRONZE OR BRASS FASTEN WITH S.S. C!AMP 2"x1/4" BUSHING 1/4" ST. STL NEEDLE VALVE PRESSURE TRANSMITTER ·· PER SPECIFICATIONS. -PRESSURE GAUGE 0-150 PSI WITH SURGE DAMPENER 2"x1/4" BUSHING------- 2" ST. STL. BALL VALVE ClASS 3000 HALF COUPLING WELDED TO DISCHARGE PIPE PER CMWD STD. DWG.'S W9 AND W10 NOTES: · -2"x2• NIPPLE :J.------2"x4" NIPPLE ~-2" CORP STOP (FIPxMIP) ,,--DISCHARGE 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 100 PSI OPERATING PRESSURE. 2" COMBINATION AIR VALVE/TRANSMITTER DETAIL N.T.S. M-5 "AS BUil T" ~-&. ~~t:r'":i... S#tg-;o P.E. Zi/71, EXP .:i-1,-/2 DATE REVIEWED BY: Jc>~ ;11cJ1(7J"11 6 ·1:1• <?7 INSPECTOR DATE fsHEul CITY OF CARLSBAD I SHEETS I t----;---t----------------;1----+--t----+---1 L.11..J ENGINEERING DEPARTMENT 29 1----;~--+-----------------1,-----+--+-----+---1 ~IMP~R~O~VE:;;=M~EN~T:;:::P~LAN~S:;:::FO::::::::R:======::::::::'....'.:::===: ENCINA BASIN WATJ;R RECLAMATION PROGRAM, PHASE 11 CAlAVERA RECYCLED WATER PUMP STATION MISCB..LANEOUS DETAILS 1----;---+-----------------1,-----+--+-----+---1 . ~~ ~ . fl>..,_.. APPROVS:?~ WILLIA~UMMER t----;---t----------------;,----+--t----+---1 DEPUTY CITY ENGINEE4,E28176 EXP. 03-31-06 DATE 1------t:rc:;,~z;ttliii;;~~;;~~-i-~DA~TE=-i1-cl~N1=r1A~L-1----------------1-0-ATE--1-IN-lll-Al--l--O-A-TE-1--IN_lll_A_L-1 DWN BY, SPK PROJECT No. I DRAWING No_. APPROVED BY-, REVISION DESCRIPTION 1---~---+---~--< CHKD BY:. PES 3889 404-78 i L _________________________________ .;_ __ :...,_~~--------------------------~;;;;;;;;;;;;~;;;;;;;;;;;;~;R;E;G;IST;E;RE;D~EN;;;;~;;;;;~;;;;;,;;D;~;E;';·7;·;0;t~~;;;Gl;NIT;;R~~~WO;R~K~;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;~O;lli;~;;A;PP;R;OV;~~;;;;;CITI;;;A;P;PR;O;~;lf;RV;W;D;;B;Y.;;;;RS;W;;;;;;;;;;;.;;;;;;;;;;;;;;;~;;;;;;~~ . 11 I . .... ~-':I 'I ['' I' I 1:·; II r ,, I' I' i I i ' ' !'l'I , , I J ' ' '··,: i I t 'ilii Iii '"'" ,·,,-', _,, '--"--- r· 'I ,, I :: ., I ) \ ) I • r ~ • r "' 9 ... 203.95 TC 203.90TC INACTIVe DOOR LEAF 203.83TC 203.95 TC 48 hours 8 E FORE excavation 1-(800)422-4133 CAil Underground Service Alert •• 0 ' CONTROL JOil'lT 204.00 Ff I 204.25TC . {TYP.) 204.00 fF ~ ' 3'-4' i i ------------------ Z'-8" · LOWEii. I I 1/l' THK. i;XPANSION JOINT ; MATE;RIAL AROIJND CONCRET. EN(;ASl;Ml;NT (T'/P. I 'BUILDING FLOOR PLAN : ' ' ' ' ' :,CC,LE: 3/8" = 1'-0" ~ ~ I ~ w ' 1:LEVATION KEY Pl.AN ~CALE: 1/16" '" 1'-0" , ~ iwsEO CONCRfTE Pf\P, TC 204,29 ~ 204.00 FF 204.oa FF 0 204.00 FF 2'-B" LOUVER 1 A-1 ~ i ' i1 I I I , I 3 A-1 1: 'I: i_ '1'-11''lilT ',·1, I '1'1 ', ,---,:,,-,-,-,11, ~,I' rr-1''. -.. -i~i ,~, ~I ~Ii---.---1-,,, :· ,' ! : ·: 1.1:1 : , I' ! '! , j CONTROL JOINT 204.00 FF 203.87TG 204.00 FF l'-B' LOWER 11~ILLIS ~ASSOCIATES AQCHITECT~INC. 203.90TC 203.95TC 203.95 TC 203.83 TC 2900 BRISTOL SUITE G-205 COSTA MES,\ CALIFORNIA 9262& TEI.: 714-6611-4260 FAX: 711-668-4265 APPROVED BY REGISTERED ARCHITECT No. DATF 6·Z·Q4 KRIBGER <2>TEW ART ,----ROOF SCUPPER· SEE DET. 2 SHEET S-3---.. ~-TOP OF WALL EL 21B.67 ·" 1.096 ~ e~ / ' , ~ x, , ' / '- ROOF MOUNTED EXHAUST FAN-----✓ / ~ ' , X • ' ' '- CANT. STRIP {TYP.) ' [;:l CLEAROPG, ROOF ACCESS & ma LADDER I I ' ' ' ' \I \I ' ' I\ I\ ' ' ' ' \ \ 3'-0' CLEM 0PG. FOR ROOF HATCH ROOF Pl.AN SCALE: 3/8" = 1'-0" . I A-1 I "AS BUil T11 ,,.,s-111 ' P,I; tB/7, EXP 3'-~ r-rz._.. DATE REVIEWED SY: Jo4 ,1,lc#C1h()f') INSPECTOR 1----+----+---~-----.l---l---L--L---1~6 CITY OF CARLSBAD ~9 ~~:::::;:;::::::;,::::=:::=E=N=G=I N=E=E=Rl=N:::G ::::D::::E:::P::::AR:::Thl:::::::E::::N:::T =='..:~==~ IMPROVEMENT PLANS FOR: I A '{)IL INCORPORAT~O ENCINA BASIN WATER RECI.AMATION PROGRAM, PHASE 11 CAI.AVERA RECYCLED WATER PUMP STATION EQUIPMENT BUILDING FLOOR & ROOF PLANS PE 28178 EXP. 03-31-08 DATE 3602 University Ave.• Riverside, CA. 92501 • 909-684-6900 DA TE INITIAL DA TE INITIAL DA 'TE INITIAL PROJECT NO. I DRAWING NO. 3889 . 404-78 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPR VAL •'• . LP I I • " RETAINING WALLAND STEELFENC! (BY OTHERS) 203,36 FG SCALE: 1/4" = l'-0" < .. :· ]' ~.: / SCI\LE: 1/4" " l'-0" :J:5'-6" EQ. fQ- 1' 1' i11.78TS EQ. I EQ, ' • ±6'-Z"j , :l:6'-211 . ' 217.17 TS , EQ. EQ. EQ, , A-2 .J EQ. : EQ. EQ, EQ. EQ. I / ~--PREFA6RICATED CONC CORNICE 21B.67TW EQ. EQ. EQ. EQ. ~--PREFABRICATED CONC. COPING I I EXTERIOR PLASTER FINISH OVER CMU 001.0R 1 I EQ. 15' WIDE DECORATIVE S!Ea ROWNG GATE, SEE DWG. A-4, DETA!l 1 ' . .' . ~ . ~ . :· ~ :'\ :· .. ,. :, -.. .. ,: . ' 20' WIDE DECORATIVE DOUBLE SWING GATE, SEE DWG, A-4 DETAIL2 ±4'·10 1/2" EQ.2 ' a>S'· 10" TUSUIAR STEa FENCE 217.17TS EQ.2 213.B3 lS ' , a>S'-10'' EQ.2 ( SURGE TANK FOREGROUND ... •'•· .,. . ' .-.., . . . . . .... ., ·•. WEST WAU.~ ;-+----4 ~ NORTH WPJJ. ±4'·!1" NO DECORATIVE WROUGHT IRON FENCE FINISH SCHEDULE ITEM DESCRIPTION COLOR GREY USE WITH NATURAL GREY MORTAR iffiFfi'rii'f'fiFfi'rrir'ir1finnnffi'rniT'inn'TiirflTi'iTT'rrri'iri'innrrrir'ilnnnrffii'iFi=n9Firrffi"i'ii'if'in=ffi~~rrl!'rn=nrnrrn';'iri"nnrfls;=;;'i'ni'irirnriTi'Sn"ii"'M;;s;=;n=;=°"";;=;=;=nnnrfle;;=;,,,;;=;,;,.,....,;;s;=.a,=;=,~~=;,;=.==,;;,;;e;~di r"l!"-;:;::;:;;;::;::;::;::;::;::;:;;;:;;::;::;;::;;::;::;::;;:; 2~09,SOTS ·, SURGE TANK I . • FOREGROUND 209,50 TS l CMU COLOR 1 TYPICAL PRECISION BI.OCI( CMU COLOR2 RO': Bl.DO( AND BRJCK • SPUT FACII EXTERIOR Pl.ASTER OMEGA LA PAZ ONE S!01!, USE WITH GROUT· COLOR I TO MATCH !Cl· 831 CHeMAYO SAGo SCALE: 1/4" = 1'-0" UNFOLDED WAu; ELEVATION '-A-2 , PREFA6RICATED q:JNCRETE CORNICE - /; -PREFABRICATED ci)NCRETE C'QPING r. PREFABRICATED ! · CONC. DOOR fRAMe / EXTERIOR PI.ASTeR FINISH / OVER CMU COLOR :1 . 218.67 TW r I --..; \ PREFABRIC'ITED ootjc. a>SE SOUTH ELEVATION SCALE: 1/4" = 1'-0" ~ 48 hoursBEFOR[excavatton . ~ 1-(800)422-4133 CALL Under,oo nd Service Al art L..:::::::::::::::::_ __ ...:.. I /' 4" --- 218.67TW I I PREFABRICA TEO CONCRETE C'ORNICE . PREFABRICA TEO CONCRETE COPING EXTERIOR PLASTER FINISH OVER CMU COLOR 1 ~ROOfH!cAD , ,, .... . •' ''"·i,_~.<· 204.20 FG ROOF HEAD \_ PERFORATED METAL llAO\ING (3/32"DIA,, 5/32' STG, CTRA., 47 HOLES PSI, 33% 0/A) • POWDER COAT PAIHT FINISH, COLOR 10 MATCH GATE 207.B3TW ---PREFABRICATED CONC. CORNICE 21B.67TW GROUT COLOR 1 WROUGHT IRON FENCIi ma FENCES, GATI:S SQJPPER PREFAB. ALUMINUM LOUVER DOORS & ALUMINUM LOUVER PRISFAB, CONO<rn COPING, CORNICE, llASI!, WINDOW & DOOR FRAMES CAST METAi. S!GNAGE BOSTIK • 5132/U21S PAlNll:D METAL PAlNTED METAL PAlNTED METAL PAlNTED METAL PAlNTED METPJ. (DI GS20 SIGN LETTERS / ~-PREFABRIC'ITED CONC. COPING EXTERIOR PIASTER FINISH OVER CMU COLOR I ~" ALMOND DUR/\1e0-l 5000 • TO MATQI FRAZEE PAINT "BBDoN TUDOR HOUS.: DUR/\1e0-I 5000/ZINCALUME • PAROiMENT SAGE BRUSH BRUSHED ALUMINUM NOTES: 1) ALL WALL EL.1:VATIONS ARE FROM INSIDe THE SITE LOOKING OUTWARDS, 2) ALL DIMENSIONS ARl!i TO BE VERIFIED IN FIELD -.. ;.·-·: ,:.-:tt~,p-_.,.L-----------=i~~r:·r: 1'.:J,:::::r::,::t .~2,:±:! .~.2::r: ,:J,c:7t:::5,::::t::1:± 1::t1~±: .~2::±: ,S,cl;'"!:r: ,s,e~2.:j.~::r::,:±:~~~----·1 ,, \_':,; •• : ~ "' 210.75 FG . . A-2 "AS BUILT" 7 7 7 I I l I I I I I I I I I I ltt:ia::J---SPUTFACE BLOCK COLOR 2 I I I I I I I I I ' PREFABRICATED CONC. a>SE I I I I I I I I/ 204.00 Fl'-;:.'-:,.' IL-,.,.J..--'-' 1--'I __ IL._ _ _t_l_.L 1--'I __ IL__l.LliJJII .. \ ' . ' / IIINI 1 I 203.95 II \ ' L...~ ..,.--.....:__ ~--~ -- - ; . NORTH ELEVATION SCI\LE: 1/4''. "' l'-0" r l \_ PREFASRICATEO CONC. OOOR FRAME -5 ' \ \ A-2 ./ ;,,..01LLIS \SJ ASSOCIATES ARCHITECT~.INC. 2900 6RISTOL SUITE G-205 COSTA MESA, CALIFORNIA 92625 TEL: 714-668-4260 FAX: 714·668-4265 APPROVED ~y REGISTERED ARCHITECT No. DATE 6·Z·Q4 &:'#74-' <-~"' .. ,i:/8,(t? WEST ELEVATION -/6' PE Z,817'1 EXP. 3..'.' J/• /"Z-DATE SCALE: 1/4" = 1'-0" INCORPORATED 3602 University Ave.• Riverside, CA. 92501 • 909-684-6900 REVIEWED BY: -Joe ,1,lc.#0'/4m INSPECTOR DA11 Iii'\ 45 11{)/LT ~ CITY OF CARLSBAD ISHEETSI l---+--l---------------l---l---1---1----1 L!Z_J ENGINEERING DEPARTMENT 29 1----+--+---------------l----+---l---+---I J;::IM==P::::R=o=VE:'.,.M'::E::N::::;T=P=L=AN==s=F=o=R1========-===:: ENCINA BASll'I WATER RECLAMATION PROGRAM, PHASE II CALAVERA RECYCLED WATER PUMP STATION EQUIPMENT BUILDING ELEVATIONS --~~A,,-; ~ .. ,,...... ~-/.(' . APPROV~D: WILLIA~ E~ER DEPUTY CITY ENGINEER E281761XP. 03-31-06 DATE ~D.,,AT"'E-+-c1N"'1T"'1A,,.L+-----------------+-0A-TE-+-IN-IT-IA-L-+--0-ATE--+-I-NI-TIA-L-t fiD~W~NnB~Yf:==:5,,I;,·!n,~::::::::::::::;P~R~06Jf.ECfT~N~0~.=7nD~R~A~W~l~NG~N~O~. REVISION DES ON CHKD BY: -=,JP=---~1 YB89 404 78 ENGINEER OF WORK CRIPTI OTHER APPROVAL CITY APPROVAL RVWD BY: o..J - I • i I i ' I ' ' I ' 1 ------------------- - I I ----------·· -~---··· . ------------------------------..------... --------------------------------------------------------------------------- 1'-0" (TYP.) ' i ------: PREFABRICATED CONC. COPING • SEE SPEC. i : I -------· PREFABRICATED CONC. CORNICE· SEE SPEC, ' i ~ ··.,,..·· c.,-' -· ~---, AOHESNE BONO CQAT & ANCHORS ~F====:o"f.:='#=#~.-d;,=,:_~••·~}~:=====f::ti:i1:~~~R~:~~~a~~~~~C~H~ORDnTI~P•.-----j---------J 811 PRECISION BLOCK COLOR 1 _..., EXTERIOR PLASTER FINISH-~ : SEAi.ANT 1 -----..' REGLIT COUNTERFLASHING ~...,: FASTEN THUR cou:NTERFLASHING 12" O.C, WITH SEALING WASHERS ~-FLASHING MEMBRANE 4" HI(,H CANT STRIP . BLOCKING r---ROOF MEMBRANE j r---5/8" RE-COVER BOARD r---ROOF INSULATION COPING & FLASHING DETAILS 1 SCALE: 1 1/2" '" 1'-0" I 8" SPLIT FACE BLOCK COLOR 2 8" PREOSION BLOCK COLOR 1 ADHESIVE BONO COAT & ANCHORS • AS PER MFG. SPECS. co MORTAR FIN. FLR. EL. 204 .00 i PREFABRICATED CONC. BASE ASPHALT PAVEMENT BASE DETAIL SCALE: 11/2" = l'-0" 218.67TW 12" PRECISION BLOCK COLOR 1 --~ SEAi.ANT -------~ REGLET COUNTERFLASHING ---. , 1'-4" I I . · .. '1 . .· <1 A-3 ··,. I .. 2 A-3 FASTEN THUR COUNTERFLASHING 12" O.C. WITH SEALING WASHERS ,---i,.,, .. ,t---c---GRAVELSTOP '. DRIP EDGE -------~ ; ~===c:====~=~· EXTERIOR P~TER i I I ,---PLASTER "J" MOLDING • -I ' ' ~-20 GA, SHEET Jl;1ETAL \il=:=:...==;F==f-l¼. OUTLET TROUGH 2'-0" OF ROOF FLASHING MEMBRANE ---,---- p=;_:;;NO~T:;;:E:==========l:::::::::::::J SEE DIT, 2 SHEIT S-3 FOR MORE ROOF SCUPPER DETAIL LEADER AND HEAD DETAIL SCALE: 11/2" = 1'-0" 48 houra 8 E FORE excovatlon 1-(800)422-4133 CAI.L Underground Service Ale~ ' I' I I r I , I ~---11-20 GA. MIN. SHEET METAL LEADER Ho/',D I ' . ' ~-3"x5" LEA(IER. 20 GA, · h--'----P MIN. SHEET META~ i i ' r-+-EXPANSION NCHO (TIP.) 3 A-3 -::-· > 7 1/2" r-----EIXTERIOR PLASTER FINISH ~--PREFABRICATED CONC DOOR FRAME r--~-MORTAR ~TERJOR ~ 'lr-t----,-:--~-,---/ r:1-:-:■S--....1_ ~--ADHESIVE BOND COAT & ANCHORS ~ . l"l ~~~~~~~~~""1r==:AS'.:::PE:R~ FG. SPECS. I INTERIOR DOOR AS SCHEDULE ,____ HOLLOW METAL DOOR FRAME, GROUT SOLID (TYP .) '--~-FRAME ANCHOR '---~-8" PRECISION BLOCK COLOR 1 TYP. DQOR JAMB DETAIL -DOOR HEAD, WINDOW JAMB, AND HEAD SIMILAR 4 SCALE: 11/2" ;; 1'·0" 1, !. 4'· 1/2" o.c. f1 0- ~ ~ ~ -#L ' 0 0 0 0 0 A-3 1·7/~" O.D. (11ga.) GALV, ROUND TUBULAR STEEL POST WITH CAP @ 7'·0" MAX. O,C. SPACING. PAINT WITH Z COATS OF RUST RESISTANT PRIMER ANO POLYURETHANE FINISH COAT. COLOR TO BE SELECTED BY OWNER. 1·3/8" 0.0, (11ga.) GALV, ROUND TOP AND BOTTOM RAILS • PAINT TO MATCH POSTS 3/4" 0.0, ROUND PICKETS (14ga.) @ 4-1/2" O.C. SPACING • PAINT TO MATCH POSTS NON-SHRINK GROUT TOP OF WALL ELEVATION TYP. TUBULAR STEEL FENCE DETAIL 5 NOTTO SCALE ' NOTE: SEE DWG, C·l FOR TP, & FG, ELEVATIONS : I ·. : 1· . . ~--LIMESTONE CAP ' ' ~-+---3/16"!21 STEEL ANCHOR TIP • .,,----12 x 8 x 12 CMU COLUMN EXTERIOR PLASTER OVER BROWN COAT OVER RAW MASONRY WEEP SCREED FINISH A.OOR . . . SECTIO.N @ CMU COLU_MN SCALE: 1·1/2" ;,, 1'-0" Jl~ILLIS -· . ~ASSOCIATES· - AQCHITECT&,INC A-3 6 A-3 • ? .... 2900 BRISTOL SUITE G-205 COSTA MESA, CAUFORNIA 92625 TEL: 714·668-4260 FI\X: 714-668-4265 APPROVEDBY _________ _ REGISTERED ARCHITECT No. DATE 6-Z-Q4 ,- I L F• , I ~ • I I I DOUBLE LEAF ROOF HATCH WITH SKYLIGHT • SEE SPEC. CONTINUOUS GIRDERS, SEE STRUC. DWGS FOR ROOF FRAMING PI.A.N 3 218,67TW I I I I • I I I ---------• I ------------=----=-=-=-._ -=-- 12" PRECISION BLOCK COLOR l -ElCTERIOR Pl.ASTER ~ I .... J a, ~ ~ ! i ]. Pl.ASTER "J' MOLDING 3'·4" CONTINUOUS FOOTING ]. 10'·1" 3/4' EXPAN~ION JOINT 2' SAND IJ\YER SCARIFY 12" AND COMPACT TO 95% RELATIVE COMPACTION TC 04.33 l PUMPCAN l 'f REINFORCED CONC. ' ENCASEMENT SUCTION SEE STRUC. DWGS FOR DET. 10'·7" RAISED CONCRETE PAD FF, 204.0D VAPOR BARRIER• 11.<\YER 10 MIL POLYEll-lYLENE. SHEETING TAPE W/ MANUFACTURER RECOMMENDED POLYEll-lYLENE TAPE AT ALL LAPS AND TO SIDE OF CONTINUOUS FOUNDATION (Tl'P.) -~ ELECTRIO\L PANELS .....,-,t TC204.29 BUILDING SECTION 7 SCALE: 1/2" = 1'-0" • / t I A-3 ~-12 x 8 x 12 CMU COLUMN ~-PLASTER CORNER MOLD TOTAL OF 4 EA. COL. • ' • ' A • ' ' • • / I . _. •.. • ... , ......... , .. . . I ~ - -- ---- -_ '\_J PLASTER "J" MOLDING TOTAL OF 4 EA. COL. LIMESTONE CAP ABOVE I A-3 TYPICAL CMU COLUMN PLAN 8 11AS BUILT" SCALE: 1 1/2" = l'·0" KRIBC£R <£>TEW ART INCORPORATED 3602 University Ave.• Riverside, CA. 92501 • 909-684-6900 A-3 4$1;1(1/t ,5,,1g~1a Pe-Zif/7' EXP.3•1/•I?,-DATE REVIEWED BY: ,/(l,f ,#(: 4lt:7n"a INSPECTOR 6'·1!1· ()1 DAT! fSHml CITY OF CARLSBAD I SHEETS I 1----+---t--------------t----+----+--+----1 ~ ENGINEERING DEPARTMENT 29 1-----+~--1--------------<------+----+--+----t IMPROVEMENT PLANS fOR: ENCINA BASIN WA:rER RECLAMATION PROGRAM, PHASE II CALAVERA RECYCLED WATER PUMP STATION EQUIPMENT BUILDING SECTION & DETAILS 1-----+---1--------------<------+----+--+----t 0A4R0;1(& .. ~~ ~~R .. ~1 ~ 1-----+---t------------------+----+--+----1 DB'Uffc1w ENGINEER PE 28175 EXP. 0J-31-os DATE DATE INITIAL DATE INITIAL DWN BY: PROJECT NO. I DRAWING NO. >--0-TH_E_R -AP~PR-0-VA-L -+-C-IT_Y_AP~P-RO-V-AL--, ~~~g ~~~ JP 3889 _ 404-78 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION ,, .. ~~~- /I -----~--1 __ __J~,_' __ '_ 'I ---------------•-----~-1:.---- ' ± 15'-0" OPENING • VERIFY IN FIELD \ I,>< I>\ I WHEEL STOP ------------------------- NOTES 1) GROUND TRACK TO BE ANGLE IRON (SIZE PER REQUIREMENTS) WITH #4 REBAR HOOKS WELD AT 24" O.C. 2) WHEELS SHALL BE 6" DIA. V-GROOVE TYPE WITH GREASE FlillNG AND NEEDLE BEARING 3) UPPER GUIDES TO BE BFC ROLLER ASSEMBLIES WITH 2" DIA HARO RUBBER ROLLER, 1/2" AXLE, ANO BRONZE BUSHINGS. 4) STABILIZING POSTS ANO SAFETY POSTS TO BE MIN. 4" SQ. 11 GA. STEEL TUBE. 5) GATE, POSTS, ROUND PICKETS, AND MISC. HARD'WARES ARE TO BE PAINTED WITH 2 COATS OF RUST RESISTANT PRIMER AND POLYURETHANE FINISH COAT, 6) COLOR TO BE SELECTED BY OWNER. PERFORATED METAL BACKING (3/32"DIA., 5/32" STG. CTRA., 47 HOLES PSI, 33% 0/A) • POWDER COAT PAINT FINISH, COLOR TO MATO! GATE BOTTOM TUBE STEEL FRAME TO BE ALIGN WITH 2 % SLOPE i CONCRETE FOOTING CONT. V-TRACK '---6"0 V-GROOVE TYPE STEEL WHEEL i ORNAMENJAL IRON ROLLING GATE SCALE: 1/2" ,. 1'-0" ' DECORATIVE STEEL FENC~ \ • 'j l"'l ! 2'-611 l , ±20'-0" , , ' i ----SQUARE TUBING P 1ST ' I ' ! i ' 3f4" O.D, ,ROUND ~ICKETS (14ga.) , 4-1/2" f ,C. SPA,ING . · ! I I 1 i HEAVY GATES STEEL HINGES --~ /--2','x TUBE STEEL FRAME I ! . I :/ -PADLOCKABLE SLIDE BOLT \ 209.50TS _ ' ' I ' ' L • '., I• . . i--·~· i. J. J. '. ' • I, ~ ' \. ' . -- -... -... -... j I/ I I i. _, ' ' Iv Iv VD \~ 204.20FG '-:- 1 --'---PADLOCKABLE 5/8"xl8" CANE BOLT ' ' ' PERFORATED MEJAL BACKING (3/32"DIA., 5/32" STG, CTRA., 47 .HOLES PSI, 33% 0/A) • POWDE~ COAT PAINT FINISH, COLOR TO MATCt'f GATE I ' ' '· 213.83 TS 207.83 TW ' ' ORNAMENTAL IRON SWING GATE SCALE: 1/211 = 1'-0" ' I ~ 48 hours BEFORE excQvallon A-4 J1~ILLIS ~ASSOCIATES AQCHITECT&INC 2900 BRISTOL SUITE G-205 COSTA MESA, CALIFORNIA 92625 TEL: 714·668-4260 FAXl 714·668-4265 KRJ£ctR ~TEW ART PERFORATED METAL BACKING (3/32"DIA., 5/32" STG. CTRA., 47 HOLES PSI, 33% 0/A) -POWDER COAT PAINT FINISH, COLOR TO MATqi GATE \ ~\-r.-.l.~-- 1/2"0 MIN. MWl, SUPPORT ~ ~-3/4"0 (14ga.) PICKETS PIN AT EACljflHEEL W/ HALF I ~ I/ SPHERE ENP CAPS-~~ I 1/--3"w x 4"h x 11ga. TUBE STEEL FRAME 3-#4 BARS CONT. \ : ~= ~ L/ MOUNTING BRACKET PLATE 'lll=d V-,-----6"0 STEEL V-WHEEL ASPHALT -- \ ~,'...,..1/-#4 ANCHOR HOOKS ....... :-•, -~~z· · ... , . ·. . ~, . I· -II :\' "', • j'' ._ .>. • '-'. .u-111'.ul=I •· ~-'. ~-:., ;-.~ i-i h-11 Wi7' --= == . ~. ' ' . ·. ~.--.. ' . . . . ... -~ w,:;:--• ,-111 .. ' ... 7 •.•..• ' . iT • 00 -1:... ·•· ·';,r '" '·•· TI 1 ·~>>~) "/:•··-< \~/·~~.:·:~; ~ h ,11 11 1 rr~w·· .,:,Lir~11 r~ 1 -• ~ • • ,, 1_111 1'-0" SECTION THROUGH GATE/TRACK SCALE: 11/2" = 1'-0" 11 11 11 11 11 NOTE: 11 11 I 11 I 11 r "CAlAVERA" lettering to be 4" high (3/8" Depth} cast Indlvldual Alum. Letters in "Garamond Bold" f Installation will be a Projected Jam Nut Mount where studs are set In adhesive cement. Stainless steel lam nuts are Inserted between the letter and the mounting surface. SIGNAGE DETAIL ELEVATION SCALE: 1" = 1'-0" 11 11 11 \.. A-4 A-4, 11AS BUILT" ,U/$4\ !, ~- P.E. 'Z-80(, EXP. 3•3/•IZ.. REVIEWED BY: vt>tr 4/ctf,/lf?nt?I? INSPECTOR A-4 DATE ,, _ A5 6tl!Lf fsHru7 fsRillsl l-----+---1---------------+---+---+----+----l L1U CI~:fc,N2!NG ~~fl~N~AD ~ INCORPORATED ;::::=::::::::::'..===:::==:::=::::=::::=:::::::::::::::==:=='--'====~ IMPROVEMENT PLANS FOR: ENCINA BASIN WATER RECL'\MATION PROGRAM, PHASE II CAL'\VERA RECYCLED WATER PUMP STATION GATE$ ELEVATIONS ~ 1-(800)422-4133 CAil Undtrgrpun4 Sqryjca Alert APPROVED BY 3602 University Ave.• Riverside, CA. 92501 • 909-684-690D DA TE INITIAL REVISION DESCRIPTION REGISTeRED AROilTECT No, DATE 6· Z ·Q4 ENGINEER OF WORK ------·~---- ------------------------------i ,--- 1 'I J ) l . I , I II 'I I I ' I ! I " I,,·,'' I' ,'' I ' I, ,·. 'I 1i, ii ---------------------------i-- BAR BAR LAP * SIZE LENGTH t'c=3000 PSI t' c=4000 PSI #3 22· 19" #4 29" 25" #5 36" 31" #6 43• 37" #7 62" 54• #8 72" 62" #9 81" 69" #10 89" 77• * UNLESS OTHERWISE SHOWN ON DRAWINGS. ' ' ' X <I'. • ·_! xf . . X . • . ' I DIM. BAR ' SIZE X* #4 12• #5 12· #B 14" X . . . . '> . -. 11---L, ....:.,_ #7 18" #8 22· #9 26" #10 30" * UNLESS OTHERWISE SPECIFIED ON DRAWINGS. -. ! ' X i i I REINFORCEMENT SPLICE CHART REINFORCEMENT . ' ' DOOR FRAME ---------? F. FLR. . . .. • ~ . 4 ·,. . •. <I' :. ' •• A -4. • ~ ·•, ~ -... • ,.i . . ~ ,· -. . • • I • • ,ii -• A : . .._.-~ ·. . ·: ,.i' . • ' • • .:l, • • • ·• • : • I • ANGLE 2 1/2"x2"x3/16" 1 LLH _/ WITH 3/8" DIA.x 4" LONG NELSON HEADED STUDS , 18" O.C. (6" FROM EACH END, 3 MIN. PER THRESHOLD). HOT DIP GALVANIZE AFTER FA6RIC1;1TION ' V HOOK CHART I N.T,S. v-DOOR V DOOR BOTTOM 1/2" [ SLOPE I . --~ • . . '"!. • . • • • . . • C ., ~ ,. . . •• ~ ,of 4 .. I I ' I STEEL ANGLE THRESHOLD DETAIL N.T.S. ' ' I ·• ' ) l a· , 12· i~l ! I 2• _ • [__[° ~ • ;-.,/c____,,°PENING' 1 1/2" ' 1~-=--1 r .. a·xa· OVERFLOW '=.t-~ 1x, I L I r Roo LINE ':,., ,____. I/ OUTLET TROUGH 1-----+-_J!'.' I 18 GA. SHEET METAL~ PARAPET WALL FOR f'.. SAW CUT BLOCK IN:R~ 1◄-1 1/,2" MIN. a·xa· SCUPPER f--'>----J-L, ROOF SLOPE BUILT-UP ROOF NOTE: , ALL ROOF DRAIN MATERIAL TO BE HOT DIPPED GALVANIZED AND PAINTED PER COATING - SCHEDULE AND SPECIFICATIONS. 1-----U__J - SIDE ELEVATION ! I I 20 9A. M. IN. f:ALV. SH ET METAL LEADE" HEAD ---~ 1¼" LG.J OUTLET I TAPER TO ,-H LEADER _11> SIZE I - · '---1 • ~ 3"xJ. LEADEl. 20 GA. ,-H (D • I ~ _ MIN.i SHEET rETAL --~ -ST. STL. EXPANSION ANCHORS {TYP.) _,_ ·'~ 2 1/2· LEAdER STRA (2 TOTAL) ; : i I I -90' _BEND .i ' I 3•~5• OUTLEJ ~-,_ CON9RETE V-DITCH PER DWG. C 1 i I I i FRONT ELEVATION 1 ' I ROOF SCUPPER DETAIL ~ 2 ...... SCALE: 3/4'=1'-0" I ' I ' ' l.,_ ____ _ 1. / \ I ' 1 /2" DIA. PUDDLE WELD, {TYP. 4 WELDS EACH ROOF DECK UNIT AT EACH PERPENDICULAR SUPPORT) \,/ \ I \.I \ I \ 36" SUPPORT ANGLE, BEAM, - OR CHANNEL ~ 1 1 /2" LONG TOP SEAM WELD @ 12" O.C. (TYP.) ---------------------------------------------~-----------·- 1/2" DIA. PUDDLE\ w 0 WELD @ 12" O.C. \ / / / / // v f_ 40 DIA. HORIZONTAL J~ .. <?-"'' '.. ~ "'0.~' ,3:j ~''''' .. , ''' '~' 'J.-'"-,~~!,.~~ ,'-:'0.~ ~,~ AT ANY PERPENDICULAR SUPPORT AT SIDE SEAMS AT PERIMETER SUPPORTS ~ #5 (TYP.) REINFORCEMENT 0 ' ' ~ ~ -~~ ' ' NOTES: ~ (TYP.) I~ I>-SEE DRAWINGS FOR It,; REINFORCEMENT 1. WHERE 1/2" DIA. PUDDLE WELDS (PENETRATION PLUG WELDS) ARE SPECIFIED THE MINIMUM EFFECTIVE AREA SHALL BE 1 /2" IN DIAMETER • .I:' SIZE ANO SPACING ~ ~ VERTICAL REINFORCEMENT 2. WELD PATTERNS SHOWN AT SUPPORTS ARE FOR 3' -o• WIDE DECK UNITS. IF NARROWER UNITS ARE PROPOSED, WELD PATJERNS SHALL BE MODIFIED AS REQUIRED TO PROVIDE SHEAR RESISTANCE THAT IS lcQUIVALENT (OR GREATER) TO THE SPECIFIED SYSTEM. TYPICAL METAL DECK WELDING N,T.S. DOOR OPENING CONCRETE WALK / AS SHOWN ON PLAN _[1/2" 6" >----~------a 1,: SLOPE l • • 1 • ' G) DIMENSIONS AND SLOPE ARE TYPICAL UNLESS SHOWN OTHERWISE ON CONSTRUCTION DRAWINGS. @ PLACE CONTROL JOINTS AT 9' -0" O.C. MAXIMUM BY SCORING 1 1 /2" DEEP MINIMUM. TYPICAL DOOR STOOP AND WALKWAYS N.T.S. ' r HOOK BARS WHERE FULL EXTENSION CAN NOT BE OBTAINED - / OPENING /~ 2-#5 UNLESS NOTED OTHERWISE I I 2·-0· MIN. I ' , 40 DIA. ;.. , .... -3 "CLR. (TYP) @ MASONRY 1,--------,b--2-#5 FULL HEIGHT TYPICAL REINFORCEMENT AT MASONRY WALL OPENINGS N.T.S. ,i~HSSto,,. KR.n:CtQ. :--• (SINGLE OR DOUBLE) ·~ INTERSECTIONS TYPICAL MASONRY WALL SECTIONS N.T.S. SPECIFIED HORIZONTAL-__.--1---~1 BARS \. +---e-v--+----+---+---+----+-----l-----+----11---+ \_ - --#5 CONTINUOUS AT TOP OF PARAPET SPECIFIED VERTICAL ---+-1-----:Ji BARS 2-#5 FULL HEIGHT GROUT SOLID • AT CORNER AND EAC,H SIDE OF DOOR OPENINGS #5 FULL HEIGHT AT WINDOW OR LOUVER/VENT . . -OPENINGS \ 1-t5 AT OPENINGS TO HOOK BARS WHERE FULL-3' -0 WIDE, 2-#5 AT EXTENSION CAN NOT Bit -3• CLR. OPENINGS 3' -0" TO OBTAINED • 8'-0" WIDE (TYP.) --r 2'-6" -(TYP.) 7 SPECIFIED HORIZONTAL SPECIFIED HORIZONTAL BARS BARS #5 AT ' OPENING V l--'l-----+------+-----+---4-----'1-----<i!--L------"--'ll----i!-F FINISH FLOOR '.:::t=======+=======t:===t:===t:=======11=======11==============11===1'~ -'--TOP OF FOUNDATION OR · STEM WALL REINFORCEMENT FROM FOUNDATION TO MATCH WALL REINFORCEMENT AND LAP WITH WALL REINFORCEMENT • • • • 0 i ~ • IX) L •• • I b TYPICAL MASONRY WALL REINFORCING {U.N.O.) 36" (TYP.) • ~ • I • . • • N.T.S. • • • • • .> ~ FTG. STEEL AS SPECIFIED STEPPED FOOTING DETAIL N.T.S. #5 CONTINUOUS AT TOP OF FOUNDATION OR STEM WALL REVIEWED BY: S-1 c/,?4 4/cd/,:;i/g,a 6"-IJ-~7 INSPECTOR DATE '" . ,4J "" 't-t l----+---l---------------1----1----1-----1--~ ~ CI~llNgriNG ~t~~N~AD ~ 1-----+----l--------------l-----l----+--+---~ IMPROVEMENT PLANS FOR: ENCINA 6ASIN WATER RECl.,AMATION PROGRAM, PHASE II CALAVERA RECYCLED WATER PUMP STATION STANDARD STRUCTI.JRAL DETAILS ' ~ ~-,~ ~ =srr:wAQ.T APPROVED, WIL.-LI~ ua,..~ MMER _ 1-(800)422-4133 fl i lle.372&! ~ § IN ca RP ORATED l-----+---+-------------+----+---+--1----1 ,.P~4-~S-,~ .. ,.,_ r_~.1.e_ ........ "' &,. 6-JJ-OI "' DEPUTY :ER' PE -1 ~ 48 hours BEFORE excavation ~ , lGA.f .,,, ~ CALL Underground Service Alert * * 3602 u,;,_~., A, ... m,.~;a., ""-62s•~ ,00-,6•-6•0• CITY ENGINEE PE 28175 EXP. 03-31-05 DATE cl J>, CIV\\ .. ~ --•., "' DWN BY: SPK I PROJECT NO. I DRAWING NO. '!: •/,-'\'I-" APPROVED BY .A,(%, i J. ,--_ 1 ~ DA 'TE INITIAL DA 1E INITIAL DA 1E INITIAL D CR ' • OF CAI.I~ 1 ,1 REVISION DESCRIPTION CRYHWKD BBYY:: PJEs "l:889 404-78 Qi REGISTERED ENGINEER No. 37t63 DATE b•7-6 T ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL "' I! L------------~· ~-------.;...-+'--+-----~---~----------.:;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:;;;;;;;;;;;;;;;;;;;;;;;;;;;:;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;~;;;;;;;;;;;;;;;;;;;;!;;;;;;;;;;;;;;;;;;;;;;;!;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;!J ! I ! I ' I 11 .• l ! : CI II , I , ii ' ' 1, ' I I :•: ·ii i ' I ) / i : ' II "' 0 "' I 11 • i I I I.:, 1.1 NOTE: BACKFILL ADJACENT TO BUILDING WALL SHALL NOT COMMENCE UNTIL BUILDING STRUCTURE IS COMPLETE, INCLUDING INSTALLATION Of' ROOY FRAMING, METAL DECKING, AND DECK WELDING. PROVIDE JOINT SEALANT AT INSIDE AND OUTSIDE FACES OF CONSTRUCTION JOINT (TYP.) ,J • • • • • • • • • • \; • • • • • • • ;y • • • . • • . . . . . • • . • . • • • • • • • • ",~ • ,c • • • • • • • • • • • • • • • • • • • • • • • • • • •• 'v I • ro I ·ro 15?" "'"•BEfORE"""i;'" ~ 1-(800)422-4133 CAI! Underground Service Alert i I ' ! ' ' . • 11 -----.J...____ • • • v I I') ' ro I 0 ~ • • • • No. 0 (j) 0 © @ WALL OPENING SCHEDULE OPENING OPENING SIZE (2) DOOR (3) TYPE (1) HARDWARE REMARKS WIDTH HEIGHT WIDTH HEIGHT TYPE SINGLE 4' -0"' 7'-4"" 3'-6" 7'-2· HW-1 2·-o·w x 1'-0"H METAL LOUVER DOOR DOUBLE 8' -0" 81 -0" 2@2'-10· 1' -1 o· HW-2 1 '-B"W x 1 '-O"H METAL LOUVER DOOR IN EACH DOOR INTAKE 2' -8"' 4' -0" - - - FIXED LOUVER, SEE DETAIL 3, LOUVER DWG. S-5 AND SPEC. SECTION 15800 INTAKE 2' -8" 4' -0" ---FIXED LOUVER, SEE DETAIL J, LOUVER DWG. S-5 AND SPEC. SECTION 15800 INTAKE 2·-a· 41 -0" - - - FIXED LOUVER, SEE DETAIL 3, LOUVER DWG. S-5 AND SPEC. SECTION 15800 NOTES: 1. DOORS, LOUVERS, AND FRAMES SHALL BE COATED PER SPECIFICATION SECTION 09900 AND COATING SCHEDULE HEREIN, 2. SIZE OF MASONRY OPENING. 3. UNLESS NOTED OTHERWISE, ALL DOORS SHALL BE HOLLOW METAL PER SPECIFICATION SECTION 08100. 4. PROVIDE U-LINTEL BLOCK AT TOP OF DOOR OPENINGS AND LOUVER OPENINGS. 5, FIXED METAL LOUVERS IN DOORS SHALL BE MOUNTED 1 '-o• FROM THE BOTTOM OF THE DOOR AND SHALL BE CENTERED SIDE TO SIDE. t,,. __________________ I __ _ ----------------------------------------------- I . ' ~ 2' -8" LOUVER 32•-o• ,------------~-------------·· , FOUNDATION AND FLOOR PLAN SCALE: 3/8"; 1 '-0" ' .. . ' ' . --::;· -- r1 I , ' ' Ii -T . i I ! 1,': ii': ' Ii; ' ' I'• 1: " :, ! DESIGNATES LOCATION OF VERTICAL WALL REINFORCEMENT (TYP.) ----------------------------~ - ,i~HSS!o.f. ,:P ,, lCAk ,/'11,,_ ....: ~ ~ d' !:! =---0 .. :! ' Nt. 37263 #-~ "' ~ 6-30-0I "' * * ¾, C/V\\. ~~ It 01 ci~,,~'ll PUMP STATION NORTH S-2 "AS BUil T" REVIEWED BY: Jc,~;llc41rPJM INSPECTOR DATE II\. A/J 8t//tT fsHml ~ >---+----<-------------+----+---+---+----< ~ CI~llNgriNG ~tflfu~N~AD ~ INCORPORATED ~===='--====:::::::::::::::::=::::::::::::::===:::::'..::==! IMPROVEMENT PLANS FOR: ENCINA BASIN WATER RECLAMATION PROGRAM, PHASE II CALAVERA RECYCLED WATER PUMP STATION EOUIPMB'iT BUILDINQ FOUNDATION AND A-OOR f'UIN 3602 Urilv11n11'7 Av•. • -~ CA. 925~ • 909-684--6900 APPRO~D: WILLIAM. I;;. ·P~J R ""'~~/4~ ~ 7",.~. ~.&L-d-1 1-----t---+-----------------t----+---1----+-----< DEPJTYCITY ENGINEER PE 28175 EXP. OJ-31-05 DATE APPROVED BY ✓~ f • ~==-----1---~D~A=lEc-+~,N=IT~IA~l +----------------+-D_A_lE--lf-lN_ITI_A_L--1--DA-lE-l--1-NI-TlA-l-l .,_ ,. , .._ , 7 J. REVISION DESCRIPTION REGISTERED ENGINEER No. ~7 ~.,., DATE"--or E:NGINEER OF WORK 01HER APPROVAL CITY APPROVAL DWN BY: SPK I PROJECT NO. I DRAWING NO. ~~~g ~~; ~~~ . 3889 _ 404-78 ' ! ' ' i . I ! -_ ' I• ) II ~ I 0 <O ID .... I "' "' • ... I 'i:o • <D I -... • 0 ~ I r--- NOTES: SIM.~ '- / \ C5x6.7 \ --'-; --=-F-'~---'-----'--1 " / C5x6.7 2·-2·~ r CLEAR 1 ~~ @ / C5x6.7 7' -0" ◄--------------- 1. METAL DECKING SHALL BE PROVIDED IN ACCORDANCE WITH SPECIFICATION SECTION 05300. 2. SEE DETAIL ON SHEET S-1 FOR TYPICAL METAL DECK WELDING REQUIREMENTS. 3. METAL DECKING SHALL BE CONTINUOUS OVER A MINIMUM OF TWO (2) SPANS, . , • <D I "' ~ ~ I "' V @ C5x6.7 C5x6.7 ROOF HATCH FRAM!;: (TYP .) 32'-0" LEDGE, L J"x3"x1/4" WITH 3/4" DIA. HDG A.B. @ : 24" O.C. AND 4 • FROM ENDS (MINIMUM 2 A.B. PER ANGLE ' SEGMENT) i ' ' C5x6.7 I C5x6.7 CE;NTE;R ROOF HATCH OPENING OVER PUMP (TYP.) • <D I "' r---(0 X "' (.) C5x6.7 I C5x6.7 METAL <D N '° DECKING N 6 6 ~ ~ ROOF FRAMING Pl.AN ~ 48 hours BEFORE excavation ~ 1-(800)422-4133 {.9 CAil Underground Service Alert ' ! , I 11 I i 'I , I 11. I, ' e I ' 1· ' ! 'I I ' 1 o· -1 C5x6.7 ,• <D I "' 3'-o"• CLEAR PUMP STATIOH NORTH ~ • ... • <D I ';;- TAPERED FESCO INSULATION BOARD, INSTALLED UNDER ROOFING MATERIAL IN ACCORDANCE WITH JOHNS-MANVILLE SPECIFICATIONS. SLOPE ROOF TO SCUPPER "1 a'-o" 1\1/1 I I I I I ! ! I\ / \ I ' ' ' ' \I \I X X I\ I\ ' ' ' ' a·-o· \ \ I ' ' \I X I\ ' ' I \ I \ I \ / CANT STRIP (TYP.) \_ BUILT -UP ROOFING OVER STEEL DECKING \ y ROOF DRAINAGE PLAN 7 81 -0" GD I I'. -II ' ' ' I I I ! i ll:t g V, PUMP STATIOH NORTH S-3 "AS BUILT" S"-fJl,/(J P.E. !$0, EXP 'J-'J/•IZ-, DATE REVIEWED BY: clo~ HelJ,1/;1?11 G·ll·t?l INSPECTOR ' DA TE , .49 f}(JILT t------t---+-----------l---+---+--------1--1 fSHml2 CITY OF CARLSBAD I SHEETS I ::CL_n_j~~~~~E;:NG~l~NE:::E~R~IN::::G:::::D::::E::::P::::AR:::::Thl:::::::EN:::::T:::::::==-:::::::::2::::9=_ =! INCORPORATl!:D IMPROVEMENT PLANS FOR: ENCINA BASIN WATER RECLAMATION PROGRAM, PHAS! H CALAVERA RECYCLED WATER PUMP STATION EQUIPMENT BUILDING ROOF FRAMING ANO ROOF DRAINAGE PLJo.NS APPROVED: WILU~E~,}IER Af2«/4isr: ~ ~·• .,___ t----t--+-----------------l---+-----il------1----1 DEPUTY CITY ENGINEER PE 28176 EXP. OJ-31-06 DATE REVISION DESCRIPTION APPROVED Bi' PA TE INlllAL REGISTERED ENGINEER No. J7t,{.3 DATE 6-7•1>1 ENGINEER Of WORK PA TE . INlllAL OTHER APPROVAL DA TE INlllAL CITY APPROVAL DWN BY: SPK PROJECT NO. I DRAWING NO. 2~~g ~r ~: ,3889 _ 404-1a I . I 'i'ff ,;' ~I "l, ,. 1_;: ,u. ,1:lu- ':.i. -- ~ II ki "' ~ 1-,. <;:, ~ .. ~ liJ i ~ '11 ~ ~ ::i ... lil I 0 <O 00 ---~-------------------------------: I------'+-----'----- 2 -:::::::7 1 ~~-: • 'f 12(W)x8"(H)x16"(L)---._,. ~ 3"-• ~ MASONRY BLOCK "-.. SOLID GROUTED I~ . #7 @ 16" O.C. N~T) (EDGE PLACEME ~Tl "-.. ~--1"'-"-•' ~ • 0 I -.,,._ • o· ' --(TYP.) • co • • • -• • • 7-#5 BARS (CONT.) __/ 3• CLR. J , TOP AND BOTTOM, (TY? ) EQUALLY SPACED . 2'-611 TOP OF WALL EL 218.67 PER DWG. A-3 BUILT-UP ROOF I -- -3" TY?. (FACE OF BLOCK TO C!;:NTER OF BAR) l • . . #7 @ 16" o.c. (EDGE PLACEMENT) 3 1/2" HIGH CONCR~ PAD FOR ELECTRICAL PANELS, EXTEND 3" BEYOND PANEL FRONT/SIDES (TYP.) 3/4" CHAMFER 1/ #6 @ 12· o.c. TOP AND BOTTOM r 6" (TYP.) • • • • • SECTION SCALE: 1/2"=1'-0" ·--- ' ------------------,_ I I 22•-4• / DOUBLE LEAF ROOF HATCH WITH SKYLIGHTS (TYP.) 1 ], ' I ' ' I I ·r-'i::.'.:· --~-.-"~-,. -----------~ • 2-#5 CONT. (WALL CHORD REINF.) ---------- I f-f- • -_ 10·-1· ✓ :......;---------'--''--'-------------1 I I . #5 @ 24" o.c. {TYP. ALL 8" WALLS) #5 @ 24" o.c. CENTERED IN BLOCK (TYP. ALL 8" WALLS) 'b I -~ rr~t '""' = • /MASONRY BLOCK ~-~ 8"X8"x1 6" (SOLID GROUTED) I ) /2" EXPANSION 1 OINT MATERIAL I I #5 @ 24" O.C, MAX. (SEE FOUNDATION PLAN) • 1--1-- I 1-#4 @ 12· o.c., EA. WAY (TYP.) / #4 @ HI" o.c. "-. I 2' -0" • (TYP.) . • I I TC 204.33 / i · l FIN. FLR. EL 204.0~ • • I ' • • • • • • • __ .. _.c-s;:, • • ., ..... -, -,. . ,, ',.. ... {if«~~ ·-,_ , , -·-·--T~~ 1/..¥/ Y'. , • c. 16" (TYP.) \ I i I I VAPOR BARRIER-1 LAYER 1 0 MIL POLYETHYLENE SHEETING. TAPE WITH MANUFACTURER RECOMMENDED POLYETHYLENE TAPE AT ALL LAPS AND TO SIDE Of MASONRY BLOCK (TY?.) 3'-411 CONTINUOUS FOOTING \ \ 3-#5 CONT., • \ TOP AND 0 BOTTOM -#5 @ 12 o.c. TOP AND BOTTOM • SEE GENERAL NOTE 5, DWG. G-2. EL ----------------------------···----·--------- • • • #5 HOOP BAR AT SUCTION PIPE (LAP BAR ENDS 2 4 ") CG EL. 198.0 12" SUCTION ~ 194.50 .____ _ _,____:,.i. . \ ,j ' . ' . ' '----~~--,, I • • r I I I I I I I I • • • • -1/2" EXPANSION JOINT MATERIAL (TYP.) -2• CLR. (TYP.) l 18"ID PUMP CAN #5 CLOSED TIES @ 12· o.c. (HORIZONTAL) 12-#5 VERTICAL BARS EQUALLY SPACED, WITH ONE BAR IN EACH CORNER. -8-#5 U-SHAPED BARS LAPPED WITH #5 VERTICAL REINFORCEMENT AWWA C207 CLASS E BLIND FLANGE WITH 4 EQUALLY SPACED 5/B" DIA. WEDGE ANCHORS. BLIND FLANGE SHALL BE SECTION SCALE: 3/4"=1'-0" 2" CLR. (TYP.) • • • • • • • • • 12-#5 VERTICAL BARS -#5 CLOSED TIES @ 12" o.c. 31-011 J ----------------~ SQUARE r 4-#5 BARS (CONT./ #5 @ 12" O.C. TOP AND BOTTOM, TOP AND BOTTOM EQUALLY SPACED •--r_-o• -1 EL 192.67 • • TC (BOTTOM OF SUCTION BELL) • ,,, • FULLY WELDED (INSIDE AND OUTSIDE) TO PUMP CAN TO PROVIDE SPECIFIED PRESSURE RATING. PROVIDE ANCHOR BOLTS WITH DOUBLE NUTS AND OVERSIZED FLAT WASHERS FOR SETTING PUMP CAN SQUARE AND PLUMB • I ;.,-, EL. 193.00 • • (BOTTOM OF SUCTION CAN) . ,..,;,,:,-_ EL. 192.67 TC • • ~---''---i-\::::::::1±:". L_ 1 1 / 2 • ± NON-SHRINK • • GROUT. LEVEL PUMP CAN BEFORE PLACING • CONCRETE IN SIDE WALLS. J'-0"' J ,~ '----4-#5 BARS (CONT.) TOP AND BOTTOM, EQUALLY SPACED SECTION -PUMP CAN REINFORCEMENT SCALE: 1/2"=1'-0" #4 @ 12· o.c. CONCRETE DETAIL N.T.S. • • • • 1 '-6" 8-#4 CONT. EQUALLY SPACED • 12RWS OR 12PR • ENCASEMENT , .4 "ti/LT ~~3l:J1j'[yr-~~~~L 3• SCARIFY SUBGRADE BENEATH CLASS 2 BASE TO A DEPTH OF 12" ANO RECOMPACT SUBGRADE TO 95% RELATIVE COMPACTION SECTION SCALE: 3/4"=1'-0" ANSI B16.5 150 LB. 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. • , •- ~ CLR • Cl-ASS 2 AGGREGATE BASE COMPACTED TO MIN. 95% RELATIVE COMPACTION SLOPE CONCRETE 1/4" • . -.. : • 4 3/4" CHAMFER ALL AROUND -3• CLR. 5/8 DIA. J-BOLT x 18" LONG WELDED TO CAN FLANGE AT 45" SPACING BETWEEN BOLT HOLES (TOTAL 8) DETAIL N.T.S. 8-4 "AS BUil T" «?«4.; t:~. I 5'~(8--(() P.F' 1,.8/7{, EXP. _l-J/-,12 DATI:: REVIEWED BY: Jo4 AlctM!~n 6'-19-~7 INSPECTOR DATT!: fSHml CITY OF CARLSBAD I SHEETS I l---+--+-----------------11-----l------l---l---.l L1l_J ENGINEERING DEPARTMENT 29 ~::::::::::'..=:=============-===:: IMPROVEMENT PLANS FOR: ENCINA BASIN WATER RECLAMATION PROGRAM, PHASE II CALAVERA RECYCLED WATER PUMP STATION EQUIPMENT BULDINQ SECTIONS AtO DETAL 4B hours BEFORE excovallo~ ,, tGAN J' 1 (800)422 4133 ,;;' ~ 1 • c O R p O R• r E O APPROVED: WlLLIAM E.~R --"" lltl721il ~ ~,? l"";, t" >, _ 1.:-, r~ 6-Jll 114 l---+---l----------------+----1---1----4---1 DEPUTY CITY ENGINEER P 28176 EXP. 0'-31-06 DATE KRil':Gt.Q ~TEWA:QT CALL Underground Service Alert ._,,. -36D2 Uni,oraily Avo. • Rl,oraide, CA. 92501 • 9D9-684-69D0 • cl C/Y\t OWN BY: SPK PROJECT NO. I DRAWING NO. ;;: APPROVED BY--~-• DATE INITIAL DATE INITIAL DATE INITIAL CHKD B JCR i L-------------------""-,-------------_;-----+--------------------------~~;;;;;;;;;;;;;;;;;;~;RE;G;IS;TE;RE;D;;;;EN;G;IN;EER;;N;o;.;~;7;Z;';3;;;D;AT;E;~;-;7;•;0;;;{:E;N;Gl;NE;-E;R;;OF;;;WO;R;K!;;;;;;;;;;;;R;;;E;;;V;;;l;;;Sl;;;O;;;N;;;D;;;E;;;S;;;C;;;R;;;IP;;;T;;;IO;;;N;;;;;;;;;;;;~OlH;E;R;A;PP;R;;DV;IIL~;;;CITY;;Af';;PR;O;VA;;L;!;;;R;VWO~;;;B~~;;;;~PE~S~~;;;;;,3~8~8~9~;;~~4~Q~4~-~7~8~ ' 11 _, •·• 11 -'' ) •-, I I ' II " I I: I 1·1, I l!i ', I 'I : I ,: ' ---_J_a'-.--~-•-=;-•--••-•• ••d••• JLLL,-~' i'II+!•_•_~-~'-'--'-'---'-'' !_I-~~~•-•• ,, __ ,_I __ ,,,•-•-•• NOTES: ,,,,,.------8. BLOCK WALL-----i----,, / /3/4" DIA. RUNG---~· , \ @ 12• o.c. I 1 I I PROVIDE BILCO ST. STL. ,. ~-_..: ---I I I TUBULAR SAFETY CLIMB I I II I ASSEMBLY WITH SAFETY ------i. I SLEEVE AND QUICK I'.· I I \ REL!:ASE REMOVABLE ;, ,__ __ ___, I ffi_ -----111 1 \\ ::::;:~O:T:~::::LY ~ ! : r;;zJ ~ I .__ _ __. \ 1 \ ~--t--l I i I / \ I I =::=::=::=::=:::::i°~~W) ', 1 1/'/." (TYP.)J ! I --~ ' I • 0 .I T \ I --~---'~ -'-'-~I•-~ / ~------I / --"""'-----------..-----:---- ! --~------------- ------I---- ---/ ,,-8" BLOCK WALL j ', I \ I 12" \ I ~= I I ~~ I I ¼ i I , I -'-.--I ', I TYP. ¼ !s•J I ' ' I )-,.--,' I l ' TYP, +-'\,---I ', \ 3"x3"x1/4" GALV. : I , \ ANGLE SUPPORT I ', \ , \ 8"x4"x5/16" GALV. PLATE, I '\,\ WITH 2-5/8" DIA, ST. STL. J "' ANCHORS (ONE !:A •. SIDE) / '-I 1. ALL LADDER MATERIAL SHALL BE A36 STEEL AND ', / --------------------~/ SHALL BE HOT DIP GALVANIZED AFTER , FABRICATION. 2. PROVIDE ONE SAFETY BELT WITH SAFETY CLIMB ASSEMBLY. EQUIPMENT BUILOING LADDER DETAIL 1 N~~ $72 ROOF ACCESS HATCH, ~ 3' -0"x2' -6" BILCO "'- TYPE S WITH STEEL CURB AND COVER BASE FLASHING --- 3 • Fl BER CANT ROOFING SYSTEM BILCO LADDERUP SAFETY POST BUILT-UP--~ RIGID INSULATION -;\~~~}__{i~;j, ~-0 I I I I I I I I @cs11 .) I 1/s 2-6 C5x6.7 , 3• -0" OPENING ¼V 10 GA. EIENT PLATE CURB AL~-AROUND OPENING, MITER ANP WELD CORNERS. TOP OF CURB TO BE 2" '7 LEVEL AND FLUSH WITH TOP OF INSULATION. ROOF ACCES~ LADDER~-- 3" FIBER CANT I' RIGID INSULATION THICKNESS TO VAR'f FOR DRAINAGE OF SPACE BETWEEN ROOF HATCH AND BLOCK WALL f""~~,;~~f--LEDGER A~GLE I 10· 12":l: I I ANGLE 2••~3•x1/4" EACH SIDE OF LADDER STRINGER. BOLT TO ROOF CHANNEL WITH 5/8" DIA. SOLTS, ROOF ACCESS HATCH DETAIL N.r.s. ' I ATTACH LOUVERS AT 6":l: FROM EACH CORNER, TOP, BOTTOM AND SIDES ANO AT 24" O.C. MAX. WITH 1/4"f BOLTS AND FLUSH (DROP-IN) ST.STL .EXPANSION ANCHORS 1 /2" GALV. BIRD SCREEN 12 GAUGE FULL WIDTH · SILL PLATE (HOG 8" ~-CONCRETE MASONRY BLOCK -------------EXTERIOR MIN. 22 GA. SHEET METAL FLASHING ACROSS TOP AND BOTTOM. PROVIDE SILICONE S!:ALANT ALL AROUND f-------INTAKE OR EXHAUST LOUVER, ADJUSTABLE OR FIXED WHERE SPECIFIED 8" CMU 1/2" NOTE: f_ 1 1 /2" L 3"x3"x1/4", 12" LONG METAL ROOF DECK C5x6.7 3/ 4" DIA. A307 TI-JREADED RODS, DRILLED AND EPOXIED STEEL) ANCHOR WITH 1/4" DIA. HOG BOLTS AND FLUSH (DROP-IN) EXPANSION ANCHORS BUILT-UP ROOFING SYSTEM NOT SHOWN FOR CLARITY. AT 12" O.C. SET FLUSH WITH WALL TYPICAL WALL LOUVER DETAIL/3"'/3" SCALE 1 1/2"=1'-0" 2" - 2 1/2" - 1 1/2" -- - METAL ROOF DECK PLATE 3"x6"x1/4" ·"' WITH 2-3/4" DIA. "Ps-:-----+-+--+--+--'----,-----1. BOLTS C5x6.7 NOTE: BUILT-UP ROOFING SYSTEM NOT SHOWN FOR CLARITY. DETAIL SCALE: 1 1/2"=1'-0" ROOF VENTILATOR ATTACH VENTILATOR TO CURB WITH ST. STL. SHEET METAL SCREWS, MIN. 2 EACH SIDE. 2" THICK INSULATION PRE-FABRICATED GALV. CURB r~i~) STRIP~------------------- BUILT-UP ROOF --_ METAL DECK j ATTACH TO DECK WITH j ST. STL. SHEET METAL CS 6. 7 SCREWS, MIN. 3 !:ACH I SIDE 6" ~ 1/a 2-6 1/4" THICK RUBBER PAD AUTOMATIC ALUMINUM GRAVITY BACKDRAFT DAMPER 1 0 GA. BENT PLATE CURB ALL-AROUND OPENING, MITER AND WELD AT CORNERS. TOP OF CURB TO BE FLUSH WITH TOP OF DECKING. DETAIL ROOF VENTILATOR DETAIL SCALE: 1 1/2"=1'-0" · METAL ROOF DECK 2 1/2" PLATE 3"x6"x1 / 4• ·-..... 1 1 /2" WITH 2-3/ 4 • r'~ "-..,..----+--+---+--+-~---,------l DIA. BOLTS I I ---~--·0-·0-1·0-0· - ~---,C~ ! __ ~ C5x6. 7 ~ !=-=-=-=--=-=-=-=--=-=-=--=4c TYP~'t)--__/ -10x26 1/¼ =~= NOTE: 2 1/2" BUILT -UP ROOFING SYSTEM NOT SHOWN FOR CLARITY. DETAIL SCALE: 1 1/2"=1'-0" N.T.S. 2·- BEAM TO' ¼~ ~ BRG PL ~- COVER WITH VENEER BLOCK 1" THK. NON- SHRINK GROUT VERT. REINF. #5 @ 24" o.c. DETAIL 1 1;2•=1'-0" 2-#5 CONT. (WALL CHORD REINFORCEMENT) -GROUT W10x26 PLATE 5/8"x4"x12" WITH 2-3/ 4 DIA. x 12" LONG HOG A.B. @ 9• O.C. ----WHERE GIRDER INTERFERES WITH VERT. REINF. SPLICE ADDITIONAL #5 VERT. BAR IN ADJACENT CELL (MIN, LAP 30") HORIZONTAL REINFORCEMENT #5 @ 24" o.c. ~ 'co •T 2-#5 CONT. (WALL CHORD REINFORCEMENT) DETAIL SCALE: 1 1 /2"= 1 '-o• TOP OF WALL B" OR 12" CMU (N.T.S.) GALV. SHEET METAL REGLET -COUNTER FLASHING BASE FLASHING 4• FIBER CANT SOLID FIBER CRICKET AT WEST WALL ONLY BUILT-UP ROOFING (SEE SPECS.) + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + METAL DECK 2" MIN. RIGID INSULATION L 3"x3"x1/4" CONTINUOUS LEDGER WITH 3/ 4 DIA. HDG A.B. @ 24" O.C. AND 4" FROM ENDS. 12" CMU -----... 2-#5 CONT. (WALL CHORD REINFORCEMENT) 2· 2·- GROUT W1 Ox215 BEAM TO' ¼~ ~ BRG PL ~ COVER WITH ./ VENEER BLOCK 1 • THK. NON- SHRINK GROUT PLATE 5/8"x4 "x12" WITH 2-3/ 4 DIA. x 12" LONG HOG A.8. @ 9" O.C. l'---HORIZONTAL REINFORCEMENT VERT. REINF.---.l<'-+ #5 @ 24" o.c. #5 @ 16" o.c. CENTERED IN EILOCK #7 @ 16" o.c. EA. FACE DETAIL 1 1/2"=1'-o" BASE FLASHING --~ 3" FIBER CANT~ BUILT-UP -- ROOF! NG SYSTEM RIGID INSULATION \ ~----- W10x26 -"-7""-J-LJ Y,-L-"--'--'--_ __ WHERE GIRDER INTERFERES WITH VERT. REINF. SPLICE ADDITIONAL #5 AND #7 VERT. BARS IN ADJACENT CELL (MIN. LAP 25" FOR #5, 42" FOR #7) ROOF EQUIPMENT HATCH CLR. OPENING 3/16" THK. BENT PLATE CURB ALL-AROUND OPENING, MITER ANO WELD CORNERS. TOP OF CURB TO BE LEVEL AND FLUSH WITH TOP OF INSULATION. ~ "--c1/i"'e~2~-~6c--< li'P. C5x6.7 ROOF EQUIPMENT HATCH N.T.S. S-5 "AS. BUil T" ,5-/$,fl P.E. za,2, EXP 3,11-,17:,,. DATE REVIEWED BY: r.h~,1/e ~J,14 INSPECTOR fsHm7 CITY OF CARLSBAD I SHEETS I 1-----+--+---------------l------+----11----1----1 L1±.J ENGINEERING DEPARTMENT 29 :==::::'....::==========:::::'...':::=~ IMPROVEMENT PLANS FOR: ENCINA BASIN WATER RECLAMATION PROGRAM, PHASE II CALAVERA RECYCLED WATER PUMP STATION MISCBJ..ANEOUS STRUCnJRAL DETAILS 1-800 422-4133 ~ N,_ )/26J ~ INC OR p ORATED &_~~~oi..-G_-',~~~"j~'~~•~~'---~"""'~"'.II ( ) S" ~ E ER ~ 4B hours8[fQREexcavation ,, tGAN .r ·, CALL Underground Service Alert r,,. 6-Jll-114 3602 Unl,orn;ly Avo.. "'"''"·· CA. 92501. 909-684-6900 DEPUTY CITY ENGINEER p 26176 EXP. 03-31-06 DATE ""-APPROVED BY DA TE INITIAL DA TE INITIAL DA TE INITIAL :l,l]'ll·l!!ll''j ' I I ''"' , · I ~,•I·, -.. , ; i - ; i L _; , l i ' ' 'i ~ CJV\\ OWN BY: SPK PROJECT NO. I DRAWING NO. REVISION DESCRIPTION CHKD BY: JCR 3889 404-78 ij L------------------.-------------------~,----------------------------~========R=E=G=IST:E:RE:D:E:N:G:IN:EE:R:N:o:. :3:7:Z:G.:3:::DA=T=E='=•=7=• :o'f=!:E:N;Gl:NE;l::R ;or:;;wo:R:K!;;;==============~D;TH;E;R;A;PP;R;OV;AL;:;C;;ITY;;;;A;;;PP;R;O;VAL~;;;RV;WO~~B~Y:;;;PE;S~;;;;;;;;;~~~;;;;;;~~~~~~ ' i 11 I . IF "' II N c'-J 0 t} -w "' I 0 ~ SYMBOL -·-/#-·- -·-//-CT# ! I I ,I,, I i ! I 11-1 I, 'Li 11' ' ', ! -----,--... :J_ .. -~-----.. _" ___ ---.!. ·--·:--..... ,.,... __...,;__~_. -l~j~ __ J_~l.l I ' ' 'I' ,, I ' I • .1 ..... _. ---~' ---~___,__! ~!-----"-''-·-~ ----i ----- I ELECTRICAL: SYMBOLS AND LEGENDS DESCRIPTION CONDUIT, (MIN. 3/ 4") WITH-#12 CONDUCTORS, NUMBER INDICATED EXCLUDIN~ REQUIRED GROUN/1 WIRE. CONDUIT, (MIN. 3/ 4") WITH-#12 CONDUCTORS, NUMBER INDICATED EXCLUDIN~ 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. ' SYMBOL [---] ,@, © -. DESCRIPTION MCO STRIP HEATER MOUNTED IN BOTTOM PORTION OF ELECTRICAL PANEL, 150 WATT, 120. VOLT, CHROMALOX, DAYTON, OR EQUAL. MCO 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. i ------------------------ ELECTRICAL ABBREVIATIONS ATS AUTOMATIC TRANSFER SWITCH MCC MOTOR CONTROL CENTER CF CONTROL FEEDER MCP MAIN CONTROL PANEL CKT,CRT,CT CIRCUIT NO. FOR LIGHTING PANEL MPS MOTION DETECTOR SENSOR co, c.o. CONDUIT ONLY (MIN. 3/ 4") WITH CAP OR PLUG NC NORMALLY CLOSED AT ENDS AND PULL CHORD. NO NORMALLY OPEN C.T. CURRENT TRANSFORMER PB PUSH BUTTON OF DISTRIBUTION FEEDER PF POWER FEEDER OS DOOR SWITCH PLC PROGRAMMABLE LOGIC CONTROLLER ---E--ELECTRICAL DUCT BANK . ,@, 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. PRO.VIDE COOLING PER CALCULATIONS BY MANUFACTURER FOR VFD'S. SEE SPECIFICATIONS. EMT EPB/f7 CONDUIT, ELECTRIC METALLIC TUBING RTU REMOTE TERMINAL UNIT WITH PLC AND TELEMETRY UNDERGROUND ELECTRIC PULL BOX No, 7 sos SMOKE DETECTOR SENSOR DEVI.CE BOX WITH SWITCH (1 POLE UNLESS OTHERWISE NOTED) RECESSED INTO STUO DISCONNECT SWITCH (NON-FUSED) WALL, SURFACE MOUNTED ON MASONRY OR CONCRETE WALi., AND WATERPROOF OUT;-OF-DOORS, 3W-DENOTES 3 WAY SWITCH, 3P-DENOTES 3 POLE SWITCH, ETC. 00/5 ~ 3 CUR~ENT TRANSFORMER {3 INDICATES NUMBER OF CT'S) 600/5 INDICATES XFMR RATIO 00 @ Q) [81 QJ [I] □LOS FUSED DISCONNECT SWITCH THERMAL MAGNETIC BREAKER, 225 INDICATES FRAME SIZE, 100 INDICATES TRIP' SIZE, 3 POLES UNLESS NOTED OTHERWISE TRANSFORMER FULL VOLTAGE NON-REVERSING COMBINATIOH 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 REQUIREI) 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.e .• OR FUSED DISCONNECT, BYPASS CONTACTORS, LINE REACTOR, AND FILTERS, UNO OR AS SPECIFIED BY THE TECHNICAL S/'EClflCATIONS, WHERE NOTED CTa CONSTANT TORQUE RATED. REDUCED VOLTAGE SOLID STATE MOTOR CONTROLLER WITH BYPASS CONTACTORS AND ~~~IBFii1\igN~;ERLOAD PROTECTION UNO OR AS SPECIFIED BY THE TECHNICAL THERMAL OVERLOAD RELAY MOTOR {NUMBER INDICATES HORSEPOWER) GROUND WELL JUNCTION BOX, CROUSE-HINDS, APPLETON OR EQUAL CAST CONOULET DEVICE BOX SURFACE MOUNTED ON WALL OR CEILING OR UNISTRUT FLOOR MOUNTED AND . WATERPROOF OUT OF DOORS •. MIH, 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. NEM,\ 12 INDOOR AND NEM,\ 4 OUT-Of-DOORS. ' COOLING TYPE LINE VOLTAGE THERMOSTAT., 120V WITH CONTACTS RATED MIN. 7 AMP AND 2' DlffERENTIAL, DAYTON HEAVY DUTY WITH ON-Off SWITCH AND JUNCTION BOX WALL MOUNTED AT 5'-6" ABOVE FINISH f\.OOR , LINE VOLTAGE THERMOSTAT MOUNTED IN MCC OR DISTRIBUTION ' PANEL. COOLING TYPE FOR EXHAUST OR SUPPLY FAN WITH 15" F, OlffERENTIAL DAYTON, CHROMALOX, OR EQUAL. HEATING TYPE FOR STRIP HEATER WITH 3' TO 1 O" f. DlffERENTIAL 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 SWITC)-t 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 NEM4 TYPE S OR IP 67.. . DEVICE BOX WITH DUPLEX CONVENIENCE RECEPTACLE, 1 POLE {UNLESS NOTED OTHERWISE), 120 VOLTS AC MTG HT 18" ABOVE FLOOR UNLESS NOTED OTHERWISE. (F-INDICATES FLOOR MOUNTED, H-HAZARDOUS AREA EXPLOSION PROOF, , WP-OUTDOOR WEATHER PROO~, 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. . ~ - -o--Q -. ~ , A ' H o 0 A i 1-1-- I ,. 11 I r -~ I NOTC -t--c'--._0-A . NCTO e 8 0 0 1------©------ ----mJ-- .1-00--- ~TF1 ---.:._ ' INDICATING LIGHT: R=RED, G=GREEN, A=AMBER, W=WHITE ' PUS,H TO TEST INDICATOR LIGHT, R=RED, G=GREEN, A=AMBER, W=WHITE. HAND-Off-AUTO SWITCH NORMALLY OPEN INTERLOCK NORMALLY CLOSED INTERLOCK ! i NOljMALLY OPEN PUSHBUTTON-MOMENTARY TYPE NORMALLY CLOSED PUSHBUTTON-MOMENTARY TYPE TEM/'ERATURE SWITCH NORMALLY CLOSED NORMALLY OPEN CONTACT TIMED TO CLOSE ON ENERGIZATION NO~MALLY CLOSED CONTACT TIMED TO OPEN ON ENERGIZATION M010R STARTER CONTACTOR, NUMBER IDENTIFIES CONTACTOR RELAY, TYPE PER ABBREVIATIONS, NUMBER IDENTIFIES RELAY PRE.SSURE TRANSMITTER PRE,SSURE SWITCH WHERE ON CONTROL OR S/L DIAGRAM-MOTOR MOISTURE SENSOR FOil SUBMERSIBLE MOTOR. WHERE ON CONTROL OR S/L DIAGRAM-MOTOR TEMPERATURE SENSOR. I WHERE ON CONTROL DIAGRAM MOTOR PROTECTION UNIT, SUITABLE FOR MOTOR TEMPERATURE SENSOR. DENOTES A CONNECTION fROhi A REMOTE LOCATION I 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 Tf1 TO TERMINAL BLOCK IN MCJ> FOR INPUT TO TELEMETRY RTU. TELEMETRY RTU. IS OWNER FURNISHED OWNER INTALLED. ' ' :t:i LIGHTING FIXTURE {TYPE AND MOUNTING AS NOTED) / ~--NO. OF FIXTURES /~,, FIXTURE TYPE 8 / A ~ ,r-FIXTURE IDENTIFICATION \ 4/40, 4../ NUMBER OF LAMPS/LAMP WATTAGE ~ 48 hoursB[fQREexcavalion ~ CALI. u,a.,.,o s,.k, "" ~ 1-(800)422-4133 . I I 11 , 2~ WEI (,~) FIXTl)RE LIST I : ' PENDENT MOUNT fLUOR~SCENT FIXTURE WITH 3-: 44W TUBES, GASKETED, LITHONIA LIGHTING DMS348TBHOAR,120. PROVIDE THREADEQ RODS AND SUPPORT TRACK {HOG CHANN. EL OR UNISTRUT) IFOR PENDENT MOUNT. SUPERSCRIPT DENOTES NUMBER Of FIXTU~ES {TYP .). • ' . WALL MOUNT HIGH PRES~URE SODIUM FIXTURE, SOW WITH PHOTO CELL, MEDIUhi BRONZE LITHONIA LIGHTINO TWP5PS 120 OR EQUAL. PROVIDE CAST METAL DEVICE BOX RECESSED INTO WALL FOR WIRING f ONNECTIONS. FIXTURE f,. ND DEVICE BOX ASSEMBLY SHALL BE WEATHER-TIGHT. ' ' ' ' POLE MOUNTED EXTERIOR WORK LIGHTS, WITH 2 HIGH PRESSURE SODIUM LIGHTS. LITHONIA LIGHTING Hl-TEK TFL SERIES, Tfl100STA2 120, MEDIUM BRONZE, WITH SQUARE STRAIGHT ALUMINUhi POLE,, 1 O' HllH, AND B52B MOUNTING: BRACKET. I: I -I I I , '1: : .. j' I •! ' ! ; I : ' .. CONDUIT NO. MF1 MF2 MFJ DF1 DF2 DFJ PF1 PF2 PF3 PF4 PF5 PF6 C101 C102 C103 C104 C105 C106 C107 C108 C109 C110 C111 C112 C113 C114 C115 NOTES: (1) (Z) (3) (4) (5) ETM ELAPSED TIME METER SSMC SOLID STATE MOTOR CONTROLLER GFI GROUND FAULT INTERRUPTER T.C. TIME CLOSE HOG SCH. 40 STEEL CONDUIT, HOT DIPPED GALVANIZED T.O. TIME OPEN HLOA HIGH-LOW-Off-AUTOMATIC SELECTOR SWITCH UCP UNIT CONTROL PANEL (FURNISHED WITH EQUIPMENT) Ht.II HUMAN MACHINE INTERFACE VFD VARIABLE FREQUENCY DRIVE HOA HANO-Off-AUTOMATIC SELECTOR SWITCH. WP WEATHERPROOF HS HAND SWITCH 3C 5/f2, 3" CONDUIT WITH 5/12 CONDUCTORS, , /12 LOS LOCK-OUT-STOP (WATERPROOF) 1 /12 GRD. GROUND {GRD.), PROVIDE 1 #12 GRD, MIN, WHERE GRD, NOT SPECIFIED. LP5A LIGHTING PAN EL "5A •, ETC • 8PF2, PF2 CONDUIT NUMBER, SEE ABBREVIATIONS, AND CONDUIT LPSA-3 LIGHTING PANEL CIRCUIT NUMBER 3, ETC. AND CONDUCTOR SCHEDULE POWER NO./SIZE (1) CONDUCTORS (2) NO.ISIZE I 1 2-4• CONDUIT ONLY (C.0.) (5) N/A 4• J #500 MCM, 1 #500 MCM GRD 4• 2-4• CONDUIT ONLY (C.O.) (5) 2" 3 #1/0, 1 #2 GRD 2" J #1/0, 1 2 GRD 2· J 111 /0, 1 2 GRD 1 112· J 2. 1 116 GRD 1 1/2" 3 2, 1 #6 GRD 3/4" 1 1/2" 3 2, 1 116 GRD 1· J #12, 1 #12 GRD 1" 6 12, 1 12 GRD 1· 6 12, 1 12 GRD 3/4" 3 4• 3/4" 3/4" 3/4" 3/4' 3/4" 1 112· 3/4" 1. c.o. 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) SHLO. CABLE SHALL BE 3C # 1 6 BELpEN OR EQUAL PROVIDE LONG RADIUS SWEEPS PER SDG&E REQUIREMENTS CONDUIT AND CONDUCTOR SCHEDULE CONTROL CONDUCTORS I 2l N/A c.o. 6 12, 1 #12 GRD 6 12, 1 #12 GRD 6 12. 1 #12 GRD 6 {112, 1 #12 GRD 6 {112, 1 #12 GRD 6 #12, 1 #12 GRD 1-3C SHLD. CABLE (4) 4 J 12, 1 12 GRD 4 #12, 1 12 GRD 4 #12, 1 #12 GRD 4 #12, 1 #12 GRD c.o. CABLE 3) 2 J 12, 1 • 12 GRD c.o. 10 1112, 1 #12 GRO 8 #12, 1 #12 GRD -3C SHLD. CABLE ( 4) FROM SDG&E TRANSFORMER METER AND MAIN EXISTING SDG&E FACILITIES MCC LUG SECTION MCC LUG SECTION MCC LUG SECTION VFD 1 VFD 2 VFD 3 MCC MCC MCC JUNCTION BOX 1 JUNCTION BOX 2 JUNCTION BOX 3 PRESSURE TRANSMITTER PRESSURE SWITCH PUMP 1 PRESSURE SWITCH PUMP 2 PRESSURE SWITCH PUMP J AIR COMPRESSOR SOLENOID AIR COMPRESSOR FLOW METER MCC-LP CRT 9 MCC-LP SURGE TANK DETECTOR CONTROL MODULE PRESSURE TRANSMITTER ABBREVIATIONS: TO SERVICE METER/MAIN MAIN IN EQUIPMENT BUILDING SDG&E TRANSFORMER VFD 1 VFD 2 VFD 3 PUMP 1 PUMP 2 PUMP J CCP EXHAUST FAN 1 (EF1 EXHAUST FAN 2 (EF2 VFD 1 VFD 2 VFD J MCP VFD 1 VFD 2 VFD 3 MCP MCP MCP MCP MCP MCP MCP MCP C101 CONDUIT AND CONDUCTORS-NO. 101 CCP COMPRESSOR CONTROL PANEL DF1 DISTRIBUTION FEED NO. 1 EF1 EXHAUST FAN NO. 1 MCP MAIN CONTROL PANEL Mf1 MAIN FEED NO. 1 PF1 POWER FEED NO. 1 REMARKS SIZE/NUMBER OF CONDUITS TO BE CONFIRMED WITH SDG&E POWER SIZE/NUMBER OF CONDUITS TO BE CONFIRMED WITH SDG&E POWER POWER POWER SPACE HEATER AND MOTOR HIGH TEMPERATURE SPACE HEATER AND MOTOR HIGH TEMPERATURE SPACE HEATER AND MOTOR HIGH TEMPERATURE AIR COMPRESSOR CONTROL PANEL LOW/HIGH DISCHARGE PRESSURE PUMP 1 LOW/HIGH DISCHARGE PRESSURE PUMP 2 LOW/HIGH DISCHARGE PRESSURE PUMP J DISCHARGE PRESSURE -CONNECT TO PLC AND INDICATOR LOW SUCTION PRESSURE PUMP 1 LOW SUCTION PRESSURE PUMP 2 LOW SUCTION PRESSURE PUMP J OPEN/CLOSE SOLENOID SPARE FLOW SIGNAL TANK LEVEL PROBES SMOKE AND SECURllY SENSORS SUCTION PRESSURE -CONNECT TO PLC AND INDICATOR E-1 "AS BUILT" ' . . - P.E. ?,,0/7(, EXP 1· lf-(2 DATE REVIEWED BY: c/.!1~ ,1,/c..1IJ~ .!I/? INSPECTOR ,,,, A,5' SltlltT fSHml CITY OF CARLSBAD fsi=lill's] 1-----~--+-----------------~------l----1-----l-----l ~ ENGINEERING DEPARTMENT LJ1_j ::==~=::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::=='----'==~ IMPROVEMENT PLANS FOR: KR.IfGtQ. INCDRPORA.f!D 3602 Unll'11rt,1ily Av•. • Rl...-1111i1ide, CA. 92501 • 90!il-Ge4-690D . - APPROVED BY II f' I/. . V A-. REGISTERED Eild EER No.20461' DATf ,-1-01 ENCINA BASIN WATER RECLAMATION PROGRAM, PHASE II CALAVERA RECYCLED WATt:R PUMP STATION ELEClRICAL NOTES, SYMBOLS, CONDUT ANO CONDUCTOR SCHEDULE, ANO ABBREVIATIONS l~z~ WILLIAM ~E-,,, •JMMFR 1 l-----+----+----------------+------1~--+---+-----1 .. J'. r,. ::,.z-:_ t.:=-J<I!! - DEPUTY CITY ENGINEER PE 28176 EXP. 03-31-06 DATE DWN BY: SPK I PROJECT NO. I DRAWING NO. 2~~g ~~; ~~ _ 3889 _ 404-78 DA TE INITIAL ENGINEER Of WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL ' ,--------- II Po w .., I g "' 11 'I I 11'! :1 'i'i ! I I, . I ' I -_IL . ------.. ! .,,_ . --··-·-.:1 , ____ :)_,,:j,~······I ~--· il. ! ..... , ... .,.! ........... I_, ____ ·_ I____ 1 1 --------·-- I . -----------------------------· '' 1111100111 I , I ' ,;, .. -----·····-···~----·----·--··-····------------------------------------------'--"--PW:.,, ... ,.l ---- I / SDG&~ POWER POLE OR BELO\'/ GRADE VAULT , • _,:::SD::,:G,::::&::,:E'-4J---- Mfl BY CONTRACTOR PER ------q, SDG&E REQUIREMENTS. CONTRACTOR . ' SHALL CONFIRM SIZE, NUMBER, ANO LOCATION WITH SDG&E. , , r 480V, 3111, 4W , SDG&~ TRANSFORMER ~---~ .I, . \ /,. CONTRACTOR Sl~LL CONSTRUCT--~-+--~ TRANSFORMER PAD PER SDG&E i b"ALTERNATIVE" BUSSED MCC SECTIONS LFD ENCLOSURES R VFD'S@ -+---~--PROVIDE MECHANISM TO TOTAL CONNECTED LOAD ~256A -LUGS REQUIREMENTS. 480V, 3111, 400A COPPER BUS, BRACED FOR 65,000A RMS MF1----1> / PULL SECTION . f METER AND MAIN PER : SDG&E REQUIREMENTS 1=~~7@,a~-i?,7)~----T----r------r-------'--Tlg 0 1=_~ v ,, j CIRCUIT BREAKER (TYP.) MATERIAL, EQUIPMENT, AND WORK DESCRIPTIONS 0) INLINE FUSES TO PROTECT VFD, ¢LASS T, SIZE AND TYPE PER VFD MANUFACTURER. @ 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. (v CABLING FROM MCC LUG SECTION: TO EACH :.~ i~?T~0s~ActiDw\t B~~sfciE~~~n~c~ici°~; AND MCC LUG SECTION DELETED, @ POWER MONITOR FOR PHASE LOSS, PHASE REVERSAL, AND LOW VOLTAGE. (D TRANSIENT VOLTAGE SURGE SUPPRESSOR. © THERMOSTAT CONTROLLED VENTILATION AND SPACE HEATER SYSTEM PER VFD SPECIFICATIONS. ,......._.,_ I; 7 :-.t.,..-.,....._\....--+-;;',_ SDG&E METERS ~,: (M) / 1-t::-,,.--.,// ~: (M) . I I ' 1 400AF I 350AT MCC~ 400AF 350AT _ I PM I I TVSS 15A ) 25A ~ ~ 125A 125A 125A , o. / 2S2W / 2 1 S2W , 2P o , POWER SURGE 1 -1__ '1' '.::j 1-MONITOR SUPPRESSOR j ~ - ~ ff' CL CL ' • • J ----7.5KVA f T ! T 1 480-120/240 )40A r 2P 12CT LP --@ I VFD --G ,,, I L,_ I 0 VFD VFD N ,,, L,_ L,_ CL CL Lt-------'-,;_. _ _J I ---+----L_--+-------ll-------+-----~t------~_____l_-,-;-_,_~l_,_ _ __,~--~1---+-_J_ -_J t'lc ,. z CONNECT TO BUILDING "'-~ 5 GROUND SYSTEM ~ ffi • MF2 @_ CCP -SURGE TANK AIR COMPRESSOR I 1 2.1A EXHAUST FAN 1 C2:)2.1A EXHAUST FAN 2 -SEE LIGHTING PANEL SCHEDULE HEREON SINGLE LINE DIAGRAM N.T.S . I 60 77A PUMP 1 I I 60 )77A PUMP 2 . 30'-8" ,., ~-----------------------~------+~~~----~--------------------------► 35• ~-----~◄ _________ l, ----HOFFMAN 90"H x 36"W x 24"0 WITI-1 120V/240V 20A A 8 20A --- - - - - - I KJ 48 hours8EFOR(exccvation ~ C.W. Ood•i,o"od Somo, Al~ ~ 1-(800)422-4133 11 1 0' -6" (MAX.) EXTERIOR LIGHTS-4;5..Q.W ~ 1 2 ~ ~B.l'!...._ INTERIOR LIGHTS 24" DEEP x ►' 24" DEEP ◄--36" WIDE x 36" WIDE , . ► 90" HIGH 90" HIGH NEMA 1 NEMA 1 GASKETED CASKETED , ENCLOSURE E~CLOSUREI (OFOI) MCC 24" MAX DEEP x 30" MIN. TO 42" MAX. WIDE x 90" HIGH 20" DEEP x 90" HIGH -► NEMA 1 CASKETED, ENCLOSURES (3 TOTAL) HOFFMAN, LEE OR EQUAL NEMA 1 GASKETED SPECIAL SIZE WITH DOUBLE DOOR AND SINGLE ACCESS. ENCLOSURE J'-6" WIDE ~XHAUST LOUVER \ \TYP.) \ MAX. (TYP.) 20· 20" WIDE 20" DEEP fa) (1YP.) -----BACK PANEL AND SWING OUT PANEL . rv-- 20" ---□ ~ SWING OUT PANEL i:-----------DIGITAL INDICATORS FOR DISCHARGE IL..---AND SUCTION PRESSURE TRANSMITTERS LJ MOUNTED ON SWING OUT PANEL --FLOW METER SIGNAL CONVERTER WITH MCP CONTROLS-4;B..Q.W~ J 4 ~ZZ[lY/_MOTOR SPACE HEATERS . -J J --{90W EA.) INTERIOR RECEPTACLES-~O..Q.W~ 5 6 ~.QPY/_SECURITY/FIRE PROTECTION I I MODULE EXTERIOR RECEPTACLES-~O..Q.W~ 7 a ~l£2°!i_FIELD INSTRUMENTS I I TELEMETRY PANEL-4;B..Q.W~ 9 10~ -•-SPARE I I ,--------= --@_@ ! _.--· ...----INDICATOR AND TOTALIZER FLUSH ----MOUNTED ON SWING OUT PANEL SPARE-·-~11 12~-,-SPARE I ' . ' ' TELEMETRY ' MAIN CONTROL OFOI PANEL (MCP) . . ' ' I , · I I I I I I I I I I I I I '-0111, C112 / ------ - ! VFD1 VFD2 VF )3 ---- LUGS SPACE EXHAUST FAN 1 r----8 r---, L---...1 if o ' I I I 1::1 o, I 0.0 ' I I I ~I 01 I 0.0 I I I ~I I I ' I I I I I I I I I I '-'-DF1, DF2 '-/ -~-------------------~- PANEL ELEVATION ® SCALE: 1/2"~1•-o• EXHAUST FAN 2 12 CT LP. CB CB 7.5KVA XFMR ,----, L __ .J ,@, ---400A • 0 MAIN -m ~ -"' -I I TVSS I r--- AIR -3 1/2" COMPRESSOR -RAISED -GROUT ----PAD ! NOTE: CONTRACTOR TO SUBMIT DETAILED LAYOUT DRAWINGS (TO SCALE) FOR ALL PANELS. DRAWINGS SHALL INCLUDE PANEL INTERIOR ~ INDICATOR LIGHTS AND SELECTOR SWITCHES ---------MOUNTED ON SWING OUT PANEL -----MOUNT RELAYS, CONTROLS, PLC, POWER ,_____-.-----SUPPLY FOR PRESSURE TRANSMITTERS, r AND TERMINAL STRIPS ON BACK PANEL ~---~ r -------, ----TERMINAL STRIPS BEHIND SWING I I -----OUT PANEL (MCP-TS) FOR CONNE:CTION I r BY OWNER TO OFOI TELEMETRY PANEL. I I I I • "' • ...- I I +--------~ - - - - - - -J '\._ PROVIDE 12" LONG x 6" HIGH CUT OUT WITH SMOOTH EDGES FOR CONDUCTORS FROM OWNER FURNISHED, OWNER INSTALLED TELEMETRY PANE:L AND DOOR FACE, WITH COMPONENT LOCATION MCP ELEVATION AND SPACING FOR OWNER APPROVAL. SCALE: 3/4"=1'-0" 12 CIRCUIT (MIN.) TOTAL WATTS ~ 2410 TOTAL WATTS ~ 2416 TOTAL CONNECTED LOAD ~ 4826 WATTS NOTE: CONTRACTOR SHALL BALANCE LIGHTINO PANEL LOADS N3 REQUIRED FOR EQUIPMENT FURNISHED LIGHTING PANEL SCHEDULE E-2 "AS BUILT" /#/4;. r: ~@'HFt,.. $,-/&,ftJ P.E 2,arzr,, EXP. 3·1/·(7, DATE REVIEWED BY: c}t),fl Jk;fb,l.f/} 6-19-(27 INSPECTOR DA TE >----+------1-l!'_"'_"'_&_ft_T _______ -+----+----+---+-----< ~ CI~JclN~fNG ~~~fu~N~AD ~ ~IMP===R=o==VEM:'.,:::E::N:;:'i'=P==LAN=s==F=o=R:==============='-'====! INCORPORATED 3602 Univer5i\y Ave. • Rlver5ide, CA.. 92001 • 909-684-6900 . EL" "' REGISTERED t,NGINEER No. 'l-0 "t:'i"'l DATf b·:r,o'i APPROVED BY //.. f' f U , • DATI:: INITIAL DATE INITIAL DATI:: INITIAL REVISION DESCRIPTION ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL ENCINA BASIN WATER RECLAMATION PROGRAM, PHASE II CAI.AVERA RECYCLED WATER PUMP STATION ELECTRICAL SINO..E LINE DIAGRAM, SCHEDULES. NO PANEL ELEVATION APPROVE:0: WILLIA~ ~,9 ✓~//½~-. --/4_.,..,.._A-. DEPUTY aw ENGINEER PE'28175 EXP. 03-31-06 . DATE - DWN BY: SPK I PROJECT NO, I DRAWING NO. CHKD BY: PES 3889 RVWD BY: JCR 404-78 i ' ' j i I ' ·, ' . !: I· -. i . ., ' ' _f ! ' ; : i , l' I ' I ! . ' ' r ~ II NOTE: SEE CONDUIT SCHEDULE ON DRAWING E-1. ' I I I I 'I ' : I .. :! I , . I ' 2 MATCH FACE OF ALL PANELS ' . MF2 o---------i MAIN ' a -----------------'-----------------------------------------------,,--" CONNECT 250 MCM '\ ,,dffi(INSTALL 4 © r.-.5 (TYP.) BC TO MCC GROUND 0 TYP.) , @, \_.>_) BUS BAR • 1 ', ''------------------------··-------H---.-------.-------.--------~---"'"' ✓I ., I_ ., . , . GFI WP ( ELECTRICAL POWE~. PLAN LIGHTING PLAN MATERIAL. EQUIPMENT, AND WORK DESCRIPTIONS (D ALIGN FACE OF MCC, VFD, AND MCP PANEL DOORS. © INSTALL SHEET METAL FILLER PIECES (MATCHING ELECTRICAL PANEL GAUG! AND COLOR} AT TOP AND SIDES TO COVER OPENINGS BETWEEN BACK OF PANELS AND BLOCK WALL. @ ATTACH CONDUIT WITH UNISTRUT SUPPORT SYSTEM TO ROOF BEAMS. 0 FACILITY GROUND, #250 MCM BC INSTALLED 6" BELOW BOTTOM OF FOOTING, PROVIDE <,ROUND WELLS AS SHOWN. @ CONNECT (CAD WELD) #2 BC GROUND TO #250 MCM BC GROUND LOOP AND CONNECT TO VFD GROUND (TYP.). @ FLOW METER JUNCTIQN BOX PER MANUFACTURER. 0 SECURITY AND SMOKE DETECTOR CONTROL MODULE PER SPECIFICATIONS, SCALI:'.: 3/8"=1'-0" ' PUMP STATION NORTH , 12", I~ • N ~ • • 1J t 0 N 0 l'J '¢ • 0 ~ • N ~ CONC ETE FOUNDATION / NOTE: • PER SDG&E REQUIREMENTS • OSTAIN SHOP DRAWING APPROVAL FROM CITY AND SDG&E PRIOR TO FABRICATION. PLAN I/ NEMA 3R WRAP .----,-----,----~ 42"* METERS AND MAIN C.B. PULL SECTION • 0 OJ - .J2: 7 ' • • --3" (TYP.) • • ' -• • • • • • • • • • • -,, .. ' :;...:: :--,.,,;.,_~,,. !/"'' .,, #5 @ 12" O.C., EA. _j ~ SCARIFY 12" BELOW PROVIDE ST. STL. WEDGE ANCHORS, SEE SPECIAL CONSTRUCTION PROVISIONS FOR DESIGN REQUIREMENTS. 3" RAISED GROUT PAD SET 3"± ABOVE GROUND WAY, TOP AND BOTTOM CONCRETE FOUNDATION AND COMPACT TO 95% ELEVATION ELECTRICAL SERVICE DETAIL r 2" SCALE: 3/8"= 1 '-0" SCALE: 3/8"=1'-0" PUMP STATION NORTH 8" DIA. PER PLAN (MIN.) 1 ( FINISHED GRADE ::::c::::::::§'7:·J.I:: II ;:::========JII-::::: J.• :::::::::::::::~ ~ ~ .. . . -....___ ______ _g•·;c.c·1----GROUND CLAMP , l; . . , .. '.:;' /::~ PRECAST CONCRETE TRAFFIC · -:-, ;; BOX WITl-i CAST IRON COVER '.• .. ··• -,,._-V'= -~-,s,__:5'('-, , MARKED "GROUND", BROOKS ~;;.<ii. ,u-~cf/\= ··,,: 1-RT, J&R CONCRETE V2-R, 'f ~i; . :: OR EQUAL. 3/4" GRAVEL, 1 FOOT (MIN.) CUBIC ~'t'}" ~•n~ , -: 3/4" DIA. ~ 1 O' LONG (MIN.),_,-/' COPPERCLAD STEEL GROUND ROD GROUND WELL DETAIL N.T.S. BARE STRANDED COPPER, SIZE AS SHOWN ON THE DRAWINGS E-3 "AS 8 U I LT" _/2, _Z,,7., • r'.., r F ~, --,5°'/J!§,/0 ; I P.E. 2rJJ7~ EXP 3-J/· Ch DATE REVIEWED BY: JrJ/1! #a-Mt-1<?11 INSPECTOR DATE ✓,, 4~lJflitr fSHml CITY OF CARLSBAD fsHill5l 1----+--t-----------------1---+---+--+----l L1ZJ ENGINEERING DEPARTMENT ~ ;:;IMP==.:=:R~O:::VE;;:M~EN:::T:::::::::P~LAN::::::S:::::::::FO~R:~======:::'.::==~ ENCIN/\ BASIN WATER RECLAMATION PROGRAM, PHASE 11 CALAVERA RECYCLED WATER PUMP STATION ~ \t;;..~1-c-Ess-.::.,0·#.,1 KR.n:GtR. EOUIPMENT au~~~ POWER PLAN ( ) ::; ~ ~ '!!-STEWART APPROVED: WILLIAM E-~~~R I 1-800 422-4133 ~ ~ No.20l5J ';;', :!: 1 NC DR PD RAJ E O 1----+----+-----------------il----+----+---+-----1. ,,e,vA. zl -4 ,;'.(""/7 &?• ~-L<t",ht ~ 46 hoursB[fOREexcavotion _§,.-..\~£Ht,,,,_ ~ • CALL Underground Service Alert ... f'l', 9-:111--05 •"" 3602 ""'""'"' '"":. Rl,ocsido, CA. J2501. ~09-684-6900 DEPUTY CITY ENGINEER P28175 EXP. 03-31-08 DATE I ~·: .r,, CIVIi. .. ,~ II .,, , I DWN BY: SPK I PROJECT NO. I DRAWING NO.' '•J: .. -., '°PROVED BY-~ ( :, / ,·,,-DATE INITIAL DATE INITIAL DATE INITIAL t OF Ci\.\\~'> ~ RE SO D CHKD BY: PES 3889 404-78 i L-------------------------------------~~---------------------------_!;;;;;;;;;;::;;:;;;;::!::R:E:G:IST:E:RE:O:~=;IN:EE:R;N;o;, ;1;o;tik;;;;;1;oA;J;E;";•;1;·0;t-~EN;;;Gl;NE;E;R ;OF;;;;WO;R2K~;;;;;;;;;;;;;;V;;;l;;;l;;;;N;;;;;;;E;;;S;;;C;;;R;;;IP;;;T;;;IO;;;N;;;;;;;;;;;;;;;;~O~TH~ER~A~PP~R~OV~AL~;;;C;ITY~AP;P;R;O;VA~L;!;;RV;W;D;;;B;Y:;;;JC;R;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:!.,I i 11 i! I : II . 1 I I I ' ) I' '' ~ II "" I 0 IXl ~ I fil IXl -------------_J_ ____ ~IJ_~--i I I I;!', !,ii" I !1 ,, i I I ··-·-+-~:1,_'~--"'"-jli-r_,_~--' '~i -~~'~I __ ;• · _ . __ , _, __________________________________ _ VFD FILTERS AND LINE REACTORS NOT SHOWN PLC 4-20ma INPUT • 2 L1 L2 L3 VARIABLE ~----<FREQUENCYl----1--1=-------4 l /CB DRIVE T T H XFMR IN LINE FUSES (CT) 480V/120V rv--.,rv-. 1----VENTILATION SUPPLY FAN r-+~ SPACE HEATER ._---<~ HANO 0 0 0Ff .._,,....,,.._,,__, CQNTROL XFMR rv--.rv--.. 4~0/120V PCR1 VFD1-1 AUTO RTU-1 ~ l---,~ ----0 1 VFD MOTOR PROTECTION N ,___ ... PUMP VFO STARlt 1-----. PUMP ON i---t ELAPSED TIME METER HPR-2 LPR1-2 LPR2-2 PFR-1 VFDR-1 MTAR-2 PUMP CONDITION RELA~ ,---y~g ___ , -----® 1 VFO i,,'"" ----1 MOTOR 1---------------➔ VFD PROTECTION l PROTECTION J WITH MANUAL RESET VFDF~ -----I RESET VFD FAIL CONTACT VFD1 -2 HPR-1 HPS1 LPS1 VF01-4 LPR1 -1 0 LPS2 VF01-5 LPR2-1 TCM~ MTAR-1 TEMP. CONTROL MODULE --<v (TCM) TEMP. PROBES IN MOTOR HPTO J.C. Ll;'TD1 T.C. U?TD2 T.C. no N,l).T.C. 1-----VFD FAIL PROTECTION RELAY 1------VFD ..LVFDR-2 FAIL ~C 90 WATTS* ,--[81-----♦MOTOR SPACE HEATER COMMON FAIL RESET 1-----e 0-60 SEC TIME DELAY SET AT 5 SEC. 1-----HIGH PRESSURE . RELAY 1-----HIGH PRESSURE FAIL LOW PRESSURE TIME DELAY (sue ION) 11------0-120 SEC TIME; DELAY SET AT 30 SEC • 1-----e LOW PRESSURE ~1 , RELAY (SUCTION) ~ -.., , C ,__ __ __,,LOW PRESSURE FAIL (SUCTION} LOW PRESSURla TIME DELAY (DISC ARGE) 21----0-120 SEC TIME DELAY SET AT 30 SEC . LOW PRESSURE · ~2-, 1-----RELAY (DISCHARGE) ~C " HIGJi.MQTQR TEMP TJME DELAY 1-=~-==:..t CJ-60 SEC TIME DELAY---··---..._ . SET AT 5 SEC. , -----. ~-- 1-----e HIGH MOTOR TEMPERATURE AUX RELAY , 1-----HIGH MOTOR TEMP FAIL PUMP MOTOR CONTROL SCHEMATIC DIAGRAM {TYPICAL PUMPS 1,. 2, AND 3) LOCATED IN THE VFD PANEL LP CRT.3 H (1) (1) PR2-4 N ~m~ PROBE@ ODT1 -1 LEVEL PROBE RELAY ODT2-1 ON DELAY TIMER (0 TO 120 SEC.) ADO AIR/OPEN SOLENOID PROBE RELAY TO ADO AIR/OPEN SOLENOID PROBE TO COMMON @ GROUND PROBE 16 ON DELAY TIMER (0 TO 120 SEC.) HWL PROBE RELAY 0-+-------------'~--'('-,-TO HWL PROBE RESET -"~-TO COMMON GROUND PROBE HWL RELAY HWL-1 L........-----0..U>---H--_.,_----<l--{ A 1----. HWL ALARM LIGHT (2) D--11-0 LEVEL PROBE RELAY ----0 ODT3-1 ON DELAY TIMER (0 TO 120 SEC.) LWL PROBE RELAY 0-+------------~--'I'-'-TO LWL PROBE PR3-1 ;,IJ• RESET LWL-1 :,._.,..,., LEVEL PROBE (1) RELAY A ----0 ODT4-1 -"~-TO COMMON GROUND PROBE LWL RELAY 1----. LWL ALARM LIGHT ON DELAY TIMER (0 TO 120 SEC.) STOP AIR/CLOSE SOLENOID PROBE RELAY fl-+----------------,~--'~ TO STOP AIR/CLOSE SOLENOID PROBE TO COMMON GROUND PROBE 0 C A --~ OPEN 0 CLOSE PR1-1 0A_U_TO __ r----1l 1--~ CAR-2 PR4-1 II 11----' CAR-1 s COMPRESSOR AIR RELAY COMPRESSOR AIR SOLENOID VALVE -~ ---.c:...1---. -----------9---,©-...,;j_:J-,©-~ ENGERGIZE TO OPEN -~ ~-· · · - • VALVE (ADO AIR) · ··--_-,.---·.ac ·-· ----g_.--l G 1----... VALVE OPEN LIGHT ,--0 SEE UPPER RIGHT FOR CONTINUATION (1) CLOSE ON RISING LEVEL ANO OPEN ON FALLING LEVEL. (2) OPEN ON RISING LEVEL AND CLOSE ON FALLING LEVEL. COMPRESSED AIR AND SURGE TANK LEVEL CONTROL SCHEMATIC DIAGRAM LOCATED IN THE MCP KRIEGER. SEE LOWER LEFT FOR CONTINUATION LEVEL PROBE RELAY (2) D--11-0 ODT5-1 \ ON DELAY TIMER (0 TO 120 SEC.) TANK LEVEL BELOW SD% ¼s-1 0-+------------~--'r-,-TO 5011: LEVEL ~ PROBE 1..........-----------------,)~--'I'-<-TO COMMON GROUND PROBE LEVEL PROBE RELAY ODT6-1 ON DELAY TIMER (O TO 120 SEC.) TANK LEVEL (SPARE) 0--t-------------~......Jl'-<-TO SPARE LEVEL PROBE 1..........----------------{~---'1'--TO COMMON GROUND PROBE COMPRESSED AIR AND SURGE TANK LEVEL CONTROL SCHEMATIC DIAGRAM (CONT.) LP CRT.3 H LOCATED IN THE MCP N f----------------~--lY 1-----. PHASE FAILURE PUSH TO TEST WARNING-YELLOW RESET PFA1 1----. PHASE FAILURE AUXILIARY RELAY MATERIAL. EQUIPMENT, ANO WORK DESCRIPTIONS SHEET E-♦ 0 DRY CONTACT FROM OFOI RTU/TELEMETRY PANEL. RUN CONDUCTORS TO MCP. @ 4-20 MA FROM OFOI RTU FOR PUMP SPEED CONTROL. RUN CONDUCTORS TO MCP. @ HOA SEL!:CTOR SWITCH WITH AUXILIARY CONTACTS FOR HAND ANO AUTOMATIC POSITION TO MCP-TS. 0 CONTACT FROM VFD FOR VFD FAIL CONDITION. © VARIABLE FREQUENCY DRIVE PROTECTION FEATURES PER SPECIFICATION. @ HIGH DISCHARGE PRESSURE SWITCH (100 TO 300 PSI RANGE), CLOSE ON HIGH PRESSURE, INITIAL SETTING AT 215 PSI. (j) LOW PRESSURE SWITCH AT SUCTION CAN (O TO 150 PSI RANGE), CLOSE ON LOW PRESSURE, INITIAL SETTING AT 75 PSI. @ LOW DISCHARGE PRESSURE SWITCH (0 TO 150 PSI RANGE), CLOSE ON LOW PRESSURE, INITIAL SETTING AT 7:i PSI. @ MOTOR TEMPERATURE CONTROL MODULE BY TEMPERATURE PROBE MANUFACTURER. @) NORMALLY OPEN, CLOSE ON HIGH TEMPERATURE. @ PROVIDE DOOR MOUNTED SPEED POT FOR VFO SPEED IN HAND MODE. @ TRANSFORMER SIZED FOR VENTILATION SYSTEM AND STRIP HEATER. @) SUPPLY FAN(S) ANO SPACE HEATER THERMOSTAT OPERATOR PER VFD MANUFACTURER. @ LEVEL PROBE RELAY WITH REDUCED VOLTAGE TRANSFORMER AND NO/NC CONTACTS. @ PROVIDE NO/NC CONTACT FOR FUTURE CONTROLS. @ PROVIDE SINGLE GROUND PROBE. PFA2 H"1--HH-l)<:J----:11''------------I PFR ,__ ... PHASE FAILURE RELAY .r:;:; ~-1, 2, 3 & 4 L_\_ POWER MONITOR WITH ADJUSTABLE TIME DELAY, SHOWN IN TRIPPED CONDITION (MODIFY WIRING BASED ON TRIPPED CONDITION). POWER MONITOR CONTROL SCHEMATIC DIAGRAM"- LOCATED IN THE MCP ll AS BUil T" REVIEWED BY: r..bedl~&hA~o INSPECTOR E-4 fSHEErl CITY OF CARLSBAD I SHEETS I 1----+--+------------------i---+----+---+---. L__1§__J ENGINEERING DEPARTMENT 29 1----+--+------------------1---+---+---t----1 ~IM::::P::::R::::O~VE;M:::E::::N::::T=P::::L=AN~S ::::F::::O::::R:======='-===: ENCINA 6ASIN WATER RECI.AMATION PROGRAM, PHASE H CALAVERA RECYCLED WATER PUMP STATION ELECTRICAL CONTOOL DIAGRAMS 48 hour$ BEFORE excavation ,;,'l.'\~l err,,,_ 1-(800)422-4133 dt ~204~ t INCORPORATEO APPR-~WIL~k~~ .. ,'L-- r,. 9-~-ffi 1----+--+---------~--------1---+----+---+---. DEPUTY CITY ENGINEER PE 28176 EXP. 03-31-06 DATE ~TEWART ,□PROVED □y ,//'.:O'.!,'-.l.e:!...J~~~lc:..:____ DAlE INITIAL DAlE INITIAL DAlE INITIAL CHKD BY PES ~ L ____ _l __________________________ ""'""----~------~-------------------,!;;;;;;;;;;;;;;;;;;;;;;;;;;;;~~~~~~~..,.~~~~~-;;;;;";;;;oA;TE;';;·;J~-0~4;;;!~EN~G~INE~E~R~OF~WO~R~K;;;;;;;;;;;;;;;;;;;R;E;Vl;S;IO;N;;;;;;D;E;S;C;R;IP;T;IO;N;;;;;;;;;;;;;;;;;;~:O-T~H-c~R;A;P~P~R~O-V~A-L~1;;Cl;T;Y~A_,P;P;R-O;V;AL~1;R;VW;D;;;B;Y:;;;;JC;R;;;;;;;;;;;3;8;8;9;;;;;;;;;4;0;4;-;7;;;8;;!.J : i ' I ' I I , ) I I . I I l 11 I 1,, I.!· ! 11' '1 I' I ! I I I r------··_·_-_·_-_--_· ____ ·_-·_· .. 1_._·_·---:,_. __ ,1_. __ ..,_-_-__ i_ ... _-_--._-__ ---_.,-_-__ ,~!:::'':,:::·:,:'~',1rl-' __ -____ l_~,_-_L_'=_'--~·~'~'_-_~,_-:_':::,_·:'_--_·-_-_-_·-_-_-_--_-·_-_-_-_--_-_··_--__ -_-_-----_-_-_-_~~::::::::::::_·-_---_· ___ ·_·--_--_··_ .. _·_··_·_·_·_·-_-_-_ .. _---_··_··-_-_·_··_-·_-_·~~:-----_·~-~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~---···_·-_-~_--_~~~~~~~~~~~~~~~~~~~~~~~~~~~·-1'81--;-. , I ' . I , II ~ "' I g (XJ • I MCP-TS MCP-TS DI/DO FOR ,Al/AO FO OFOI RTU . OFOI RTU 3C SHLD. CABLE - 1YP. DI AUTO POSITION ,. " 0-----DISCHARGE 0---- HANO POSITION PRESSU~ /'J • 0----4-20 . 0---- ' - I PUMP RUN ,. I') " ' 0----SUCTIOJII • 0---- a VF01-3 ~ VFDR-2 " PRESSU~ /'J 4-20 0-..,..., __ 0-f--- N .. . HPR-3 " ' ~ 0----DISCHARGE ' 0--:---• --f LPR1-3 ,. ::i; . " fl..OW /'J 4-20 ~ -' 0---.., ---• 0----• - i LPR2-3 .. " ll:'. f2 MTAR-3 .. " ' -0-..,....,. __ SPEED TO -0---- ' PUMP 1 AO ' ' 4-20 ~ ., 0----,, 0-._ --• . ~ C I ' -' SPEED TO • 0-'---. START/STOP PUMP DO PUMPJ AO 0---1 RTU-1 4-20 , 0-I----~ --• . ' ,, 0-.... _ _I SPEED TO • 0- ,_ __ . . PFR-4 ;; · PUMPJ AO . 0--:"'"I--4-20 0-f--- I DOOR SWITCH # 1 l----;I; 1--1--<l PROVIDE MIN. 10 • 0----SPARE TERMINALS ' 0-f---- DOOR SWITCH #2 1----;1;1--1--<J, 0---\ MOTION DETECTOR ;; • 0--- - SMOKE DETECTOR ;; . , 0----INDICATES CONNECTIOt-1 BY " OWNER FROM TERMINAL 1------11--o.f 0-_ _ _ STRIPS TO RTU (OFOI) ~-----HWL o--j;:f;--11--n-0---- PR5-1 l-1,;1--l-o O-....;-- PR5-1 l----1;;1--l--<l. 0---- C -'------~1------11--a, 0---- ' ' ---r ,' PROVIDE MIN. 20 SJ SPARE TERMINALS MCP TERMINAL STRIP SCHEMATIC LP CRT.8 H 1 N ( .-300 PSI -,r----------------..;--J'J'-+---!.,.x:1--l PTO 1-1..,511-~--1 i PRESSURE INDICATOR AT MCP PS POWER SUPPLY FOR 1-----------------, _ __. SI.JCTION AND PRESSUR,.[1--------4-20 MA, SHLD. CABLE TRANSMITTERS TO TERMINAL STRIP l ' i I PRESSURE INDICATOR '-----i,---~---------+1-.tf'-+---1.,.~ PTS 1-1.,.~""T"--I AT MCP 0-1 :SO PSI ,.____. I . 1.-......:.. ___ ..._, 4-20 MA, SHLD. CABLE 1----,-----. --------. --'---'l'--'-'I __ ..,.,' 4_20 MA, SHLD. CABLE TO TERMINAL STRIP FLOW ' : i 1. TO TERMINAL STRIP 11----1 SIGNAL CONVERTER ""' ' Ff R Fl.OW I MEJER ' f'-----,--------------,--"T'W..~l--· i.,-' ,.-.c-SIGNAL CABLE IN CONDUIT SCHEMATIC DIAGRAM FOR! 12OV POWER FOR MCP EQUIPMEN' LOCATED IN MCP PANEL I 11) LP CKT 1 120VAC H N ~ r------------, 1 PHOTOCELL 1 -0-~-~~H'-~•1 I -..... "' .., ..... - I II l - I I L------------.J r------------, 1 PHOTOCELL 1 0 -!>~-l>H'-~•· I -~ --v ..,, If.JI -j II I "-'" I I L------------.J r------------, , PHOTOCELL , -- -- 50W w -OUTSIDE BUILDING .,. LIGHT (NORTH) 50W w -OUTSIDE BUILDING -LIGHT (SOUTH) 50W o--l>il--➔H'-~· I I -~ --v V i,:_.:,i ........ i 1, I ' ' _:: WH~---t OUTSID(E BU)ILDING LIGHT EAST L ____________ J EQUIPMENT BUILDING OUTSIDE LIGHT CONTROL DIAGRAM LOCATED IN THE MCP PANEL 2 SPEEDL2 WINDING STARTER r---------1 480V/60HZ-3lil C.B.a----1',:--<L'J>----l:::;: : ~ :. ! ,.__: -0 \ -. J' : EXHAUST FAN L _________ J ' ' • • CONTROL XFMR H.:--IT71-------....J' • •, 1480/120V N - HIGH OFF LOW AUTO ' t I 'i' ,tc I I I I 1 ~ 0 TDH1 ·1.2 TDL1 fr I I I -!---1-----------+----J TDH l--◄ HIGH SPEED O TO 60 SEC. SET AT 1 0 SEC. -¼-+---------+--+---J TDL l-c--41 LOW SPEED O TO 60 SEC. ¥ 121 TWO STAGE COOLING THERMOSTAT lr7 I Hl1~H I _ .. l-+!-<L~W ! - L~J - ~~ ----<l SET AT 1 0 SEC. R 1---41 RUN HIGH MSH O,!,. "' 1-+f----t START HIGH SPEED MSL o,!::· "' 1-+f----t START LOW SPEED ~~ G l----41RUN LOW - EXHAUST FAN CONTROL SCHEMATIC DIAGRAM (TYPICAL EXHAUST FANS 1 AND 2) LOCATED IN THE MCC • • E-5 "AS BUil T" /41424 · ~~ .s-.1a-1/J P.E. 1.,80, EXP. '3·3/•(Z. DATE REVIEWED BY: Joe 4/c,Ka/2.m t,,-/9-0'l INSPECTOR · DATE CITY OF CARLSBAD ~ t----+--+---------------1----1----li----1----1 9 ENGINEERING DEPARTMENT 9 l----t--+---------------1----1-----1i----1----1 IMPROVEMENT PLANS FOR: ENCINA BASIN WATER RECI.J\MATION PROGRAM, PHASE 11 CALAVERA RECYCLED WATER PUMP STATION ELECTRICAL CONTROL DIAGRAMS B 1 \\~HSSIO.f.1, KRifCfQ 48 hours EfORE excavation ! .p .._,'.\~E Ht1-,,,," ~ 1 (800)422 4133. ',• !5 ~ % 1 ~TEWAQT , N ca•, 0 • • r E O APl:'RO/ED: WILLIA~E-~R _ · I "' r~ 9-ll--05 "' . --9 --, :e ~ No.10453 "' ::: l---+-+-----------+-----1--+----I--J ~'?'& ._ C, ~ .~_,-s,.._ , -J"" _A.la CALl Underground Service Alert * "'" * 3602 Unlm•I'> A-· Rl,oc.;a •• CA. •••• ,._............. DEPU1Y CITY ENGINEER P 28176 EXP. 03-31-06 DATE ~ I -~--~nH.::=----i---1-~cc--1--------------_.J_ __ J_ _ _J_ __ L_~ :a;: ~1' c1v1~ ~.., APPROVED BY n .A r: . v,,,,,,., DATE iNIr1AL DATE INITIAL □ATE INITIAL DWN BY: sPK I PROJECT NO. I DRAWING NO. ~ °' CA~l\~'ll ,-l,/,, , -A -REVISION DESCRIPTION CRHVWKDD BBYY:, PJCERS 't889 404-78 ! ' ' i I ' ', I ' ,· I ' I ' ~ L--------------+---+----47'"--------+--~~-f-.;..-------------------------=;;;;;;;;;;;;;;;;;;~;;;;;;;;;;;;;;;;R;E;Gl;;ST;ER;E;D;~~IN;E;ER;;;No;.;";,""1/L;;.;;; .. ·•;.;oA;;TE;;;'·;?;,;();'ffEN;G;IN;EE;R;OF;;;WO~R~K~;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;~;;;;;;;;;;;;;;;;;;;;;;;!~O~TH~ER~AP~P~R~OV~AL~~C~ITY~AP~P~RO~V~A~~~~~~~~~;;;;;;~"~~;;;;;;~~~~~~ '.i ' ! . -------· -- : I ---. I I ,---• .. ---· ... i ,' r1,, I 1: ,, I "' ' I I II i : I ! ii ' '! 1-,! I I : i I I I ! : 'I' :1 I I ,; ' I I .. 1,1· ,: ·' (