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HomeMy WebLinkAboutDWG 409-6B; 3889; ENCINA BASIN WATER RECLAMATION PROGRAM PHASE II; 01-38CONSTRUCTION PLANS FOR ENCINA BASIN ATER RECLAMATION PROGRAM, PHASE II T IN D RECYCLED ATER PUMP STATION -0 L I VICINITY MAP (PROJECT NO. 3889) DRAWING INDEX LOCATION AIRPORl " OAKS ~ DR OISE ~ a, r; " CORTE 0 SOURCE OF TOPOGB&PBY TOPOGRAPHY SHOlflN ON THfS£ PLANS WAS GENERA TE"D BY AERIAL TOPOGRAPHIC MAPPING METHODS fROI.I INFORMA nON GA JHERED ON 06/06/2002 BY AERO TECH SUR\£l'S, INC.. TOPOGRAPHY SHOl'ft/ HEREON CONfORIIS TO NAnONAL MAP ACCURACY STANDARDS. PROni:Cl' LOCATION WIS PRO.£CT IS LOCATED 'MTHIN ASSESSORS PARCEL NUIIBER(S) BOOK 215 PAGE 8 PARCEL 005 AND 02J WE CAUFORl,IA COORDINA T[ INDEX OF THIS PRO,£CT IS N 1984069. 722. E 62.f.65J5.5JJ. UNCH ¥♦RI !CISB-039)• DESCRIPnON: 2.5" DISK IN CURB. RD LOCA 110N: MONUIIENT IS IN 11£ST SIDE Of' CURB Of AMBROSIA LANE, 0.2 Ml. NORTH OF CONDSO WAY AT 7Hf END Of A HEDGE, ANO 81 FT. NORTH OF A STREET LIGHT. RECORDED: 05/18/2001 ELEVA nON: 247.56' DA 11JII: NGVD29 • PER CITY OF CARLSBAD SUR\£Y CONTROL NETWORK (SWRCB PROJECT No. C-06-3903-230) DWG. No. SHEET No. DESCRIPTION G-1 1 TITLE SHEET G-2 2 CONSTRUCTION NOTES G-3 3 CONSTRUCTION NOTES G-4 4 LEGENDS, SYf.lBOLS, AND ABBREVIATIONS VISTA G-5 5 SCHEDULES AND PIPE DUTY DESIGNATIONS G-6 6 RECYCLED WATER SYSTEM SCHEMATIC DIAGRAM C-1 7 GENERAL SITE PLAN C-2 8 SITE GRADING PLAN CARLSBAD C-3 9 SITE PIPING AND ELECTRICAL PLAN MAP ~ --- TWIN D PROJECT I '--1 I I I I _, ' I I ,-' I I I ' CARLSBAD MUNICIPAL WATER DISTRICT CARLSBAD, CALIFORNIA BOARD OF DIRECTORS CLAUDE A. "BUD" LEWIS-PRESIDENT RAMONA ANNILA-VICE PFESIDENT ANN J. Kll..CHIN-DIRECTOR MA TT HALL-DIRECTOR MARK PACKARD-DIRECTOR RAYMOND R. PATCt-tE I I EXECUTIVE MANAGER M-1 10 M-2 11 M-3 12 M-4 13 M-5 14 A-1 15 A-2 16 A-3 17 A-4 18 S-1 19 S-2 20 S-3 21 S-4 22 S-5 23 E-1 24 E-2 25 E-3 26 E-4 27 EQUIPMENT BUILDING MECHANICAL PLAN EQUIPMENT BUILDING MECHANICAL PLAN ANO SECTION EQUIPMENT BUILDING MECHANICAL SECTION AND DETAILS SURGE ARRESTOR AND MISCELLANEOUS DETAILS MISCELLANEOUS DETAILS EQUIPMENT BUILDING FLOOR PLAN EQUIPMENT BUILDING ELEVATIONS AND FINISH SCHEDULE EQUIPMENT BUILDING ROOF PLAN EQUIPMENT BUILDING SECTION AND DETAIL STANDARD STRUCTURAL DETAILS EQUIPMENT BUILDING FOUNDATION AND FLOOR PLAN ROOF FRAMING AND ROOF DRAINAGE PLANS EQUIPMENT BUILDING SECTIONS MISCELLANEOUS STRUCTURAL DETAILS ELECTRICAL NOTES, SYMBOLS, CONDUIT AND CONDUCTOR SCHEDULE, AND ABBREVIATIONS ELECTRICAL SINGLE LINE DIAGRAM, SCHEDULES, AND PANEL ELEVATIONS EQUIPMENT BUILDING ELECTRICAL POWER PLAN AND LIGHTING PLAN ELECTRICAL CONTROL DIAGRAMS LOCATION E-5 28 ELECTRICAL CONTROL DIAGRAMS c>5SIA Ill> LLOYD HUBBS PUBLIC WORKS DfECTOR GI ENN PAUIM DEPUTY PUBLIC WORKS DFECTOR, ENGINEERING •prCJ-tPAJlON or BIS!'QNSIPJ,1 CB♦Wil- 1 HEREBY DECLARE 1HAT I AM THE ENGINffR Of' IICWK FOR THIS PROJECT, THAT I HA 1£ EXERCISED RESPONSIBLE CHARGE 01£R THE DESIGN OF THE PRO.£CT AS DEFINED IN SECTION 6 70J OF 11-if BUSINESS AND PROffSSIONS CODE, AND THAT THE DESIGN IS CONSISTENT MTH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PRO,ECT DRAllfNGS AND SPfClf/CATIONS BY THE CITY OF CARLSBAD DOES NOT RfUfVf I.If AS ENGINEER OF IIORK, OF MY RfSPONSIBIUTlfS FOR PROJfCT DESIGN. FIRII: KRIEGER ,t STEWART, INCORPORA 7ITJ ADDRESS: 3602 UNl\>ERSITY AVfNUE CITY, ST.: Rl\>ERS/DE, CALIFORNIA TflfPH f: BY, -,4.j!:1..-.l.4~~ ~~==-___ DATE, 1-09-e>4= R.C •. NO.: 20453 ~~---------- REGIS7R,H10N fXPIRA 110N DA TE: 09-J0-05 WLUAM E. PLUMMER DEPUTY CITY ENGIEER DECEMBER 2003 •pm,tR4TIQN or RISPQ1'1SJlll,1 CBtPGI· I HEREBY DECLARE THAT I AM THE: LANDSCAPE ARCHITECT OF IIG'?K FOR THIS PRO,ECT, THAT I HA\£ EXERCISED RESPONSIBLE CHA.RGf OVfR 7Hf DESIGN OF THIS PRG.£CT AS DEF!NED IN 7Hf BUSINESS ANO PROFESSIONS CODE, AHO THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PRO.ECT DRAWINGS AND SPECIF/CAnONS BY THE CITY OF CARLSBAD AND Wf SAN DIEGO COUNTY OfPAR1MfNT Of' ENVIRONMENTAL HEAL TH IS CONFINED TO A REVIEW ONLY ANO DOES NOT REL/El£ ME, AS 'IIIE U,HDSCAPf ARCHITECT Of' IIORK, OF IIY RfSPDNS/BILl11fS FOR PRO.ECT DESIGN, FIRM: KTU+A ADDRESS: 3916 NORMAL SIRffT CITY, ST.: SAN DIEGO, CAUF'ORNIA T[~erE= a;:t 29.f.-a ~ BY:~?,.,_ ;Q, _ , --2 (LA SC AR CT) UCfNSE NO.: • z_~:z_. LICENSE EXPIRATION DA TE: 2. -2-S -05 ~Ttl/AO.T IP-1 29 IP-2 30 IP-3 31 IP-4 32 IP-5 33 IP-6 34 LS-1 35 LS-2 36 LS-3 37 LS-4 38 IRRIGATION LEGEND AND DETAILS IRRIGATION PLAN IRRIGATION DETAILS IRRIGATION DETAILS IRRIGATION SPECIFICATIONS IRRIGATION SPECIFICATIONS PLANTING PLAN PLANTING LEGEND ANO DETAILS LANDSCAPE SPECIFICATIONS LANDSCAPE SPECIFICATIONS G-1 "AS BUil T" -42<<1, -7'91iiuv ~ 9-s-oa P.E Z.8t1' EXP.3-Jt-2Qro DATE REVIEWED BY: lV..U,...~ L, .• u:v, $ -Zf:. ·O~ INSPECTOR i O DATE I SHE1ET I CITY OF CARLSBAD I SHEETS I l-----l------+----------------!--+----+----11------1 ENGINEERING DEPARTMENT 38 f----+-----+---------------t-----t---+----ii-------t 1-----+------l----------------t-----t----+----ii-----1 IMPROVEMENT PLANS FOR: ENCINA BASIN W,._TER RECLAM>.TION PROGRAM, PHASE II TWIN D RECYCLED WATER PUMP STit.TIDN TITlE au: I \ C ~ ... G) 2. -II - GENERAL NOTES 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER- OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD l>S AN ADDITIONAL INSURED ON THE PERMITTIEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRfflNG THE POUCY MUST HAVE A RATING OF "A" AND A SIZE CATEGORY Of CLl>SS V l>S ESTABLISHED BY "BESTS" KEY RATING GUIDE. 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY ANO OTHER APPROPRIATE AGENCIES. 6. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND TITLE SHEET. 7. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 8. A PRECQNSTRUCTION MEETING SHALL B£ HEl P AT THE SITE PRIOR JO THE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION. INSPECTION SUPERVISION TESTING AND ALL • ,, •K ,,, ,. '"" ~IHI:: COr<1RACTOR SHALL SCHEDULE THE MEETING THROUGH THE PERMIT C~K(438-3634) AT LEl>ST FIVE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. 9. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT g60:;>;; 438-3691. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2:00 P.M. N E DAY BEFORE THE INSPECTION 1s NEEDED INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2:00 P.M. WILL BE SCHEDULED FOR lWO FULL WORK DAYS LATER. 10. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 11. THE CONTRACTOR SHALL CONFORM TD LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH Of! TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION, IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESJABI !SHED BY THE CQNSTRI JCTION SAFETY QRDERS TITI E 8 CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHAl.l BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 12. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WlTHIN ANY WORK ZONE DURING CONSTRUCTION, OPERATIONS WU I CEASE !MMED!AIEI Y AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 13. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND 3:30 P.M. EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 14. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL JWO FULL WORKING PAYS PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE QCCURRlNG ALONG THE HAUi ROUTE QR ADJACENT STREETS AS A RESUl T OE THE GRADING OPERATION. 15. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM. 16. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES DR STRUCTURES NOT SHOWN. 17. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES ( ABOVEGROUND AND UNDERGROUND ) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WlTH THE PROPOSED WORK. fli::J 48 hours BEFORE excavation ~/) 1-(800)422-4133 '-.J CiJ.I. Undergroond Senice Alert ;.,- CONSTRUCTION NOTES 18. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVTCE ALERT SDG&E PACIFIC BELL ADELPHIA CITY OF CARLSBAD (STREETS AND STORM DRAIN) CITY OF CARLSBAD (SEWER, WATER & RECLAIMED WATER) 1-800-422-4 Ll3 1-8D0-227-2600 l: 760)489-3441 760)438-5241 760)434-2980 760)438-2722 19. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT. 20. THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, l>S DIRECTED BY THE CITY ENGINEER. A. CARLSBAD MUNICIPAL CODE B. CITY OF CARLSBAD STANDARDS C. THIS SET OF PLANS D. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION {GREEN BOOK). E. SOILS REPORT AND RECOMMENDATIONS BY VINJE & MIDDLETON ENGINEERING, INC. DATED SEPTEMBER 27, 2002. F. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. G. CITY OF CARLSBAD COl>STAL DEVELOPMENT AND CONDITIONAL USE PERMIT CONDmONS, DATED OCTOBER 1, 2003. H. THE CARLSBAD MUNICIPAL WATER DISTRICT'S STANDARDS AND SPECIFICATIONS FOR WATER, SEWER AND RECLAIMED WATER. 21. CONTRACTOR SHALL REFER TD THE SPECIAL CONSTRUCTION PROVISIONS FOR THE PUMP STATION CONSTRUCTION SEQUENCE AND TESTING PROCEDURE. CONTRACTOR SHALL COORDINATE WORK WITH OWNER AND SHALL RESTRICT WORK ACTIVITIES GENERALLY TO THE PROJECT SITE. CONTRACTOR SHALL FOLLOW THE SEQUENCE OF WORK SPECIFIED AND SUBMIT A SCHEDULE AND COORDINATE WITH OWNER. 22. CONTRACTOR SHALL PROTECT EXISTING FACILmES IN PLACE AND NOT INTERRUPT EXISTING FACILITIES OPERATION. EXISTING FACILITIES SHALL REMAIN OPERATIONAL AT ALL TIMES EXCEPT FOR SHUT-DOWNS l>S REFERENCED IN SEQUENCE OF WORK. ANY FACILITIES DAMAGED SHALL BE REPAIRED OR REPLACED IN KIND AS APPROVED BY OWNER. 23. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING PROJECT SITE SECURITY. PROJECT SITE SHALL REMAIN SECURED BY TEMPORARY CHAINLINK FENCE AT ALL TIMES. 24. EQUIPMENT AND MATERIALS, INCLUDING PIPING, VALVES, FITTINGS, DRAINS, PIPE SUPPORTS, ETC., ARE SHOWN ON THE DRAWTNGS BY SYMBOLS HEREON. SIZE IS SHOWN AS STANDARD CALL OUT WITH SIZE AND PIPE DUTY. MATERIAL DESCRIPTION LISTS WHERE PROVIDED ARE FOR CLARITY AND SPECIAL ITEMS. NOT ALL EQUIPMENT, PIPING, VALVES, AND FITTINGS ARE INCLUDED IN MATERIAIL 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 APPURlENANCES NECESSARY TO PROVIDE COMPLETE OPERABLE SYSTEMS. 25. ASTERISK (•) DENOTES A DIMENSION DEPENDENT UPON ACTUAL EQUIPMENT FURNISHED OR EXISTING EQUIPMENT l>S INSTALLED. CONTRACTOR SHALL FIELD VERIFY DIMENSIONS WITH ACTUAL FABRICATED EQUIPMENT DELIVERED TO PROJECT OR AS-BUILT CONDITIONS. CONTRACTOR SHALL ALLOW FOR ADJUSTMENTS TO CONNECTIONS TO EQUIPMENT DUE TO FABRICATION TOLERANCES AND INSTALLATION TOLERANCES. 26. CONTRACTOR SHALL FIELD VERIFY ALL DRAWING DIMENSIONS AND THOSE TAKEN FROM RECORD DRAWINGS. CONTRACTOR SHALL VERIFY ALL CONDITIONS AT THE SITE AND CROSS CHECK DETAILS AND DIMENSIONS SHOWN ON THE STRUCTURAIL DRAWINGS WITH RELATED REQUIREMENTS ON THE CIVIL, MECHANICAL, AND ELECTRICAL DRAWINGS AND EQUIPMENT SHOP DRAWINGS. FLOOR AND WALL OPENINGS, SLEEVES, VARIATIONS IN THE STRUCTURAL SLAB ELEVATIONS AND OTHER CML, MECHANICAL, OR ELECTRICAL REQUIREMENTS MUST BE COORDINATED BEFORE CONTRACTOR PROCEEDS WTTH 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 REQUIRE"'4ENTS FOR THE ACTUAL EQUIPMENT BEING FURNISHED. SHOP DRAWINGS WITH ADEQUATE ACCURATE DIMENSIONS MUST BE SUB"'4ITTED 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 Pl>SSING OF PRESSURE TESTING. 30. CONTRACTOR SHAU. PROVIDE HIS OWN SANITARY AND OFFICE FACILITIES INCLUDING TELEPHONE AND TEMPORARY POWER. 31. ALL MACHINE BOLTS, NUTS, SCREWS, Wl>SHERS, EXPANSION ANCHORS, ANCHOR BOLTS, DEFERRED BOLTING DEVICES, AND Fl>STENERS SHALL BE 3D4 STAINLESS STEEL, UNLESS NOTED OTHERWISE. GRAOING 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 OCNSll'/ EXCEEDING 95" OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH "5TM D 1557. 2. EXCAVATED SOILS MAY BE UTILIZED FOR SEUECTED Fill MATERIAL, PROVIDED THESE MATERIALS ARE FREE OF VEGETATIVE MATTER AND OTHER DELETERIOUS SUBSTANCES, AND SHALL NOT CONT,6JN ROCKS OR IRREDUCIBUE MATERIALS WITH A MAXIMUM DIMENSION GREATER THAN 6". ODNTRACTOR SHALL IMPORT SUFFICIENT QUANTmES OF SELECTED FILL MATERIAL AS NECESSARY TD ACHIEVE THE SPECIFIED ANISHED GRADES .-IND MINIMUM RELATIVE COMPACTION. IMPORT SEUECTED FILL MATERIAL SHALL BE INORGANIC, GRANULAR, NON-EXPANSIVE SOILS, FREE OF ROCKS OR LUMPS GREATER THAN 5" IN IAAXIMUM DIMENSION. THE FINAL SURFACES SHALL BE WHEEL ROLUED TO A SMOOTH, WEll COMPACTED SURFACE AT BO™ SUBGRADE AND AT FINISHED GRADE. 3. THE SOILS UNDER AND 3 FEET BEYOND THE SURGE TANK FOUNDATION, AND EQUIPMENT BUILDING FOUNDATION AND FLOOR SLAB SHALL BE SUBEXCAVATED A MINIMUM OF 12 INCHES BELOW BOTTOM OF FOOTING AND SLAB. 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 951':. ALL TRENCH AND STRUCTURE BACKFlll UNDER AND 3 FEET BEYOND THE EQUIPMENT BUILDING FOUNDATION AND FLOOR SLAB SHALL BE COMPACTED TO 95% MINIMUM RELATIVE COMPACTION. THE SOILS UNDER THE EQUIPMENT BUILDING EXTERIOR CONCRETE SLABS SHALL BE SCARIFIED TO /\ DEPTH OF 12 INCHES, BROUGHT TO NEAR OPTIMUM MOISTURE CONTENT AND COMPACTED TO A MINIMUM RELATIVE ODMPACTION OF 95%. 4. OWNER SHALL APPROVE PREPAAATION OF ALL NATURAL GROUND SURFACES PRIOR TO PI.ACEMENT OF ALL ON THAT SURFACE. 5. CONlRACTOR IS RESPONSIBLE FOR EROSION, DUST, AND TEMPORAA'Y DRAINAGE CONTROL UNTIL PROJECT COMPLETION. 6. SELECTED AREAS OF THE TWIN D RESERVOIR SITE SHAll BE REPAVED AS SHOWN ON THE DRAWINGS. IN THESE AREAS, EXISTING PAVING SHALL BE NEATLY SAW CUT AND REMOVED, AND NEW PAVING SHALL BE PROVIDED IN ACCORDANCE WITH THE BASIC PAVING SPECIFICATIONS. FINISHED GRADE SHALL MATCH EXISTING GRADES WHERE NEW PAVING ABUTS EXISTING PAVING. ALL PROPOSED ASPHALT PAVING SHALL CONSIST OF MINIMUM OF 4" OF ASPHALT CONCRETE PAVEMENT, PLACED OVER 6" OF CLASS II AGGREGATE BASE COMPACTED TO MINIMUM 95% COMPACTION. UPPER 12" OF SUBGRADE SHALL BE COMPACTED TO MINIMUM 951': COMPACTION. UNUESS NOTED DTHERWTSE, ALL EXPOSED EDGES SHALL BE PLACED AGAINST 2" X 4• REDWOOD HEADERS. 7. ASPHALT CONCRETE PAVEMENT (NEW AND EXISTING) AROUND TH£ PROPOSED EQUIPMENT BUILDING AND EXISTING TWIN D RESERVOIRS AND TEMPORARY EQUIPMENT /STORAGE AREA, SHALL BE FOG SEALED {SEE SHEET C-1 FOR LIMITS) IN COMPLIANCE WITH THE SPECIFICATIONS. TRAFFIC CONTROL AND STREET RESTORATION REQUIREMENTS (CITY PERMIT REQUIREMENTS SHALL GOVERN IF MORE STRINGENT) A. TRAFFIC CONTROL CONTRACTOR SHALL PREPARE TRAFFIC CONTROL PLANS FDR WORK IN BLACK RAIL ROAD. TRAFFIC CONTROL PLANS SHALL BE PREPARED ON 24"x36" DRAWINGS AND SIGNED BY A REGISTERED CIVIL ENGINEER AND APPROVED BY THE CITY OF CARLSBAD. CONTRACTOR SHALL PAY ALL PLAN CHECK FEES AT NO ADDITIONAL COST TO OWNER. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL FOR PROJECT IN ACCORDANCE WITH THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES, LATEST EDITION. TRAFFIC CONTROL REQUIREMENTS MAY BE MODIAED BY CITY OF CARLSBAD AS CONDmONS 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, ARRDWBOARDS, AND DELINEATORS), AND SHALL MAINTAIN SAME IN ACCORDANCE WITH SAID MANUAL. ALL TEMPORARY SIGNS SHALL BE PLACED ON A TYPE I BARRICADE WITH A FLASHER. ACCESS TO DRIVEWAYS SHALL BE MAINTAINED AT ALL TIMES. B. RESTORATION REQUIREMENTS CONTRACTOR SHAILL 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- GUTTIERS, SPANDRELS, DRIVEWAYS, STORM DRAINS, LIGHTS, LANDSCAPING, LANDSCAPING MATERIALS, LANDSCAPING IRRIGATION SYSTEMS, GRADED SHOULDERS, DRAINAGE SWALES, SLOPES, WALLS, FENCES, POWER POLES, AND SIGNS. CONTRACTOR C. SHALL CORRECT OR REPLACE ANY DAMAGED UTILITIES OR IMPROVEMENTS AS PART OF D. THE CONTRACT WORK AND AT NO ADDITIONAL COST TO DISTRICT. CERTAIN EXISTING !l.4PROVEl.4ENTS ARE SPECIFIED ON THE CONSTRUCTION DRAWINGS TO BE PROTECTED IN PLACE OR REMOVED AND REPLACED. CONTRACTOR SHAILL PROTECT IN PLACE OR REMOVE AND REPlACE ALL EXISTING PUBLIC AND PRIVATE IMPROVEMENTS WHETHER THEY ARE SPECIACAllY 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. CONTRACTOR SHALL, AS A MINIMUM, HAVE ACCOMPLISHED BY THE END OF EACH WORK PERIOD THE FOLLOWING: 1) 2) 3) 4) 5) REMOVAL OF ALL DEBRIS AND CONSTRUCTION MATERIALS FROM PUBLIC STREETS, CONSTRUCTION RIGHTS-OF-WAY, AND PRIVATE PROPERTY. REMOVAL OF ALL TRAFFIC CONTROL EXCEPT TRAFFIC CONTROL REQUIRED FOR SAFETY. FILLING ALL EXCAVATIONS WITH COMPACTED BACKFILL ANO PLACEMENT OF 2• MINIMUM TEMPORARY ASPHALT CONCRETE PAVEMENT (WHERE EXISTING l>SPHALT CONCRETE PAVEMENT WAS REMOVED), COMPACTED AND ROLLED SMOOTH AND FLUSH WITH ADJACENT PAVEMENT SUFFICIENT TO SUPPORT TRAFFIC. SAID PAVEMENT "'4AY BE PLACED COLD PROVIDED IT IS PLACED SMOOTH AND FLUSH WITH ADJACENT PAVEMENT, ROLLED WITH A STEEL WHEELED PAVEMENT ROLLER, ANO PROPERLY MAINTAINED. CUEANING (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 AREl>S MORE THAN ONCE A DAY l>S DETERMINED AND AS DIRECTED BY THE CITY.) ALL EXCAVATIONS SHALL BE COMPLETELY BACKFILLED AND COMPACTED AND STREETS SHALL BE COMPLETELY RESTORED. IN ADDITION, CONTRACTOR SHALL INSPECT ENTIRE JOB SITE AT LEAST ONCE DURING THE DAY ON WEEK DAYS, SATURDAYS, SUNDAYS, AND HOLIDAYS ANO CORRECT ANY TRAFFIC, PAVEMENT (TEMPORARY AND PERMANENT), OR BACKFILL DEFICIENCIES. CONTRACTOR SHALL MAJNTAlN STREETS INCLUDING BACKFILLED TRENCHES IN GOOD REPAIR. CONTRACTOR SHALL RESPOND IMMEDIATELY TO ALL REQUESTS BY THE CITY FOR REMEDIAL WORK. CONTl<ACTOR 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 95,; RELATIVE COMPACTION MINIMUM. 2) THICKNESS BLACK RAIL ROAD PERMANENT ASPHALT CONCRETE PAVEMENT SHALL BE HOT PLACED TO 4" THICKNESS MINIMUM PLACED OVER 12" OF CRUSHED AGGREGATE BASE (PER SSPWC SECTION 20D-2.2), AND COMPACTED TO 95,; RELATIVE COMPACTION MINIMUM. 3) ASPHALT CONCRETE PAVEMENT SPECIFICATIONS PERMANENT PAVEMENT SHALL BE PLACED IN TWO LIFTS. THE FIRST LIFT SHALL BE THE BASE COURSE AND THE SECOND LIFT SHALL BE THE SURFACE COURSE, NOT LESS THAN 1 • THICK AND SHALL BRING THE PAVEMENT TO FULL THICKNESS. THE SECOND LIFT SHALL OVERLAP TRENCH EDGES 1' MINIMUM, EDGES SHALL BE STRAIGHT AND PARALLEL WITH TRENCH, AND EDGES SHALL BE FEATHERED TO MEET EXISTING PAVEMENT. AFTER PLACEMENT, PAVEMENT SHALL NOT VARY MORE THAN 0.01' FROM A STRAIGHT EDGE PLACED ACROSS THE TRENCH. THE PAVEMENT SEAL COAT SHALL BE EXTENDED TWO FEET MINIMUM BEYOND PAVEMENT EDGE. PAVEMENT SHALL COMPLY WITH SPECIFICATION SECTION 0250D. THE Bl>SE COURSE SHALL BE B-AR-4000. THE SURFACE COURSE SHALL BE C2-AR-4000. TRAFFIC STR1PING ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS DAMAGED OR RE"'40VED 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 l>SPHALT CONCRETE PAVEMENT, AILL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE RESTORED OR REPLACED IN ACCORDANCE WITH CITY OF CARLSBAD SPECIFICATIONS, STANDARDS, AND PERMITS. "AS BUil T" G-2 s&-1?:¥. / ..'.'.'?...-:, 1 9-IJ-~, ~-:a-;,r;;r.,r ... P.E ZStit EXP. 3-3/-,Z0/0 DATE REVIEWED BY: k,\,ti4 SM k,,, INSPECTOR t----+----+-----------+--+-----+--+------11 SH2EET I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT ~ 1-------1--+-------------------1----+------lf----+-----1 ~IMP::::::::RO::::=VDIE:::'.,,::::::::NT:::::::::P=LANS=:::=::::FO=R:=·======::::::'..==~ IHCORPOlftATED ENCINA BASIN WATER RECLAMATION PROGRAM, PHASE II TWIN D RECYCLED WATER PUMP STATION cu.a, IIJC110N NO I & APPROVED: WILLIAM ~UMMER ~¢; '✓.?~ , ,. /-zz.o4 ,..2 ""'--'I>,.,. .. """'"'""· a."""". 000_..........., t----t---t,r-,;-w,,,-,.,,-,rr....,,----------------1----t--+---+------t DEPUTY OTY ENGINEER PE 28175 EXP. 03-31-06 DATE ---1//\ "JJS-FJU/{.1 .. DWN BY: , KF I PROJECT NO. I DRAWING NO. APPROVED BY -:':' -,~ l. l{TiCli> 0-'lE INITI-'L D-'lE INITlAL DATE INITlAL CHKD BY JCR REVISION DESCRIPTION RVWD BY:. PES 3889 409-68 REGISTERED ENGINEER N;. 37263 DATE /-/6-IJf ENGINEER Of Wl:R< OlliER .t.PPROVM. CITY -'PPROVAL _ ) \ C =e C) .s:i. wo co CD I a, m ' II - " Q_ -, I ~ CD RECLMMED WAlER NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S "CARLSBAD RECLAMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS" DATED OCTOBER, 1993. 2. NO PONDING, RUN-OFF OR OVER-SPRAY OF IRRIGATION WATER IS PERMITTED. 3. HOSE BIBS ARE STRICTLY PROHIBITED. 4. ON-SITE CROSS-CONNECTIONS BETWEEN RECLAIMED WATER LINES AND POTABLE WATER LINES IS STRICTLY PROHIBITED. 5. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. 6. ALL ON-SITE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 7. PROVIDE A MINIMUM OF AT LEAST 18 INCHES OF COVER OVER ALL IRRIGATION WIRING AND PIPING. 8. PRIVATE LOTS SHALL BE PROTECTED FROM CONTACT FROM RECLAIMED WATER, WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION, THROUGH IRRIGATION OR OTHER APPROVED USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, IS STRICTLY PROHIBITED. 9. CONTRACTOR SHALL ADJUST HEADS TO PREVENT OVER-SPRAYING ON ALL SIDEWALKS. STREET, AND PRIVATE LOTS. 10. ALL IRRIGATION PIPE SHALL BE STENCILED, COLOR-CODED {PURPLE) AND LAID WITH WARNING TAPE PER THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 11. ALL POTABLE WATER AND RECLAIMED WATER PIPING SHALL BE INSTALLED WITH THE STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH. 12. WHEN A POTABLE WATER LINE AND RECLAIMED WATER LINE CROSS, THE RECLAIMED LINE SHALL BE INSTALLED WITHIN A PROTECTIVE SLEEVE. THE SLEEVE SHALL EXTEND 10 FEET FROM EACH SIDE, FROM THE CENTER LINE OF POTABLE LINE, FOR A TOTAL OF 20 FEET. 13. A 10 FOOT HORIZONTAL SEPARATION BETWEEN POTABLE WATER AND RECLAIMED WATER MAINS MUST BE MAINTAINED AT ALL TIMES. THE POTABLE LINE MUST BE INSTALLED ABOVE THE RECLAIMED LINE. 14. A MINIMUM OF 12 INCHES OF VERTICAL SEPARATION BETWEEN UTILITIES MUST BE MAINTAINED AT ALL TIMES. SEWER NOTES 1. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CARLSBAD MUNICIPAL WATER DISTRICT'S SEWER SYSTEM -DESIGN CRITERIA, STANDARD DRAWING AND SPECIFICATIONS", AND THE STANDARD SPECIFICATIONS, MARCH 1993, AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION (GREEN BOOK). 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STATE CONSTRUCTION SAFETY ORDERS. 3. BEFORE ANY CONNECTION TO THE DISTRICT'S EXISTING SYSTEM, A PERMIT SHALL BE OBTAINED FROM THE DISTRICT. IT MUST BE SIGNED AND APPROVED BY THE DISTRICT'S ENGINEER AND SUPERINTENDENT. PIPING/VALVES NOTES 1. PIPE MATERIALS AND TEST PRESSURES SHALL BE AS SHOWN ON THE PIPE MATERIAL SCHEDULE AND AS SPECIFIED HEREIN. PIPING HAS BEEN DESIGNED BASED ON SAID TABLE. FLANGED JOINTS SHALL BE PROVIDED WHERE SHOWN. FLANGE BOLTS, NUTS, AND FASTENERS SHALL BE A325. 2. PIPELINE ELEVATIONS SHOWN ARE FOR CENTERLINE OF PIPE UNLESS OTHERWISE NOTED. PIPELINES SHALL BE STRAIGHT GRADE BETWEEN ELEVATIONS SHOWN. CONTRACTOR SHALL PROVIDE ALL SHORTS, SPOOLS, AND FITTINGS NECESSARY TO MEET ELEVATIONS SPECIFIED. 3. VALVES SHALL BE AS SPECIFIED, AS LISTED IN EQUIPMENT AND MATERIALS DESCRIPTIONS, AND AS SHOWN BY SYMBOL ON THE DRAWINGS. 4. PIPE SHALL BE INSTALLED IN TRENCH CONDITION AND AS SPECIFIED IN THE PIPELINE SPECIFICATIONS. BACKFILL SHALL BE COMPLETED INCLUDING COMPACTION lESTS PRIOR TO PRESSURE TESTING. BACKFILL IN PIPE ZONE SHALL BE COMPACTED BY HAND TAMPING TO MINIMUM 90% COMPACTION. WHERE PIPE IS LOCATED UNDER CONCRETE SLABS AND FOOTINGS, ALL TRENCH BACKFILL SHALL BE MINIMUM 95X COMPACTION. TRENCH BACKFILL IN ALL OTHER AREAS SHALL BE 90% EXCEPT 12" OF SUBGRADE BELOW PAVING SECTION WHICH SHALL BE COMPACTED TO 95%. 5. PIPE ZONE BEDDING AND BACKFILL (6 INCHES BELOW BOTTOM OF PIPE TO ONE FOOT OVER WP OF PIPE) SHALL BE SAND (MIN. SANO EQUIVALENCE OF 30) WITH A COEFFICIENT OF PERMEABILITY GREATER THAN 1 .4 INCHES/HR {35 MM/HR). 6. ALL PIPE SHALL BE TESTED PER SPECIFlCATIONS. TEST PRESSURE SHALL BE AS LISTED IN THE PIPE MATERIAL SCHEDULE FOR HYDROSTATIC AND LIEAKAGE TESTS. TESTING AGAINST VALVES IS NOT PERMITTED; CONTRACTOR SHALL INSTALL BULKHEADS, BLIND FLANCES, AND TOP OUTLETS AS REQUIRED FOR TESTING. ALL PIPING UNDER CONCRffi SL.ABS/FOUNDATIONS SHALL PASS PRESSURE TESTING PRIOR TO PL.ACING CONCRETE. ~ 48 hours BEFORE excavation lh'-1-(800)422-4133 CAil Underground Service Aler! "-.cc:::-- 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 BASE MATERIAL AND TOP TO PIPE. 9. ALL BURIED VALVES SHALL BE INSTALLED IN ACCORDANCE WITH CMWD STANDARD DRAWINGS W13 AND W16. VALVE CAN LID SHALL BE MARKED "RECYCLED WATER". CONCRETE CONSTRUCTION NOTES 1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTIONS 03100, 03200, 03300, AND NOTES HEREON. UNLESS NOTED OTHERWISE, ALL CONCRETE INCLUDING SL.ABS, WALLS, AND VAULTS ANO THEIR FOUNDATIONS SHALL BE PL.ACED ON EARTH COMPACTED TO A MINIMUM RELATIVE COMPACTION OF 95% AT A DEPTl-1 OF 1 2" MINIMUM. ALL CONCRETE SHALL BE CLASS "A" STRUCTURAL CONCRETE UNLESS INDICATED OTHERWISE ON DRAWINGS. FOR ALL CONCRETE USE TYPE 11 PORTLAND CEMENT. 2. CONCRETE CURING ALL CURING SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION 03300. MINIMUM FOUNDATION CURE TIME PRIOR TO PL.ACING MASONRY WALLS IS 7 DAYS. 3. CONCRETE FINISHING A. GRADE SLABS AND FLOOR SL.ABS SHALL RECEIVE A CLASS "2" FINISH WITH A LIGHT BROOM AFTER TROWELING AS APPROVED BY OWNER. EQUIPMENT BUILIDING 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. WASONRY CONSTRUCTION NO'IES 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 2000 PSI. 3. MORTAR SHALL BE TYPE S, CONFORMING TO ASTM C-270, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1800 PSI AT 28 DAYS. 4. EQUIPMENT BUILDING MASONRY WALLS SHALL CONSIST OF MEDIUM WEIGHT 8"XB''X16" COLORED CONCRETE MASONRY BLOCK. ALL CONCRETE MASONRY UNITS (CMU) SHALL BE GRADE N, TYPE I PER ASTM C90, WITH A MINIMUM COMPRESSIVE STRENGTH ON NET AREA OF BLOCK OF 1900 PSI AND MINIMUM COMPRESSIVE STRENGTH OF GROUTED CMU ASSEMBLY {F'm) OF 1500 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 POUR 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.). METAL DECKING NO'IES 1. CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AND LABOR NECESSARY TO COMPLETE METAL DECKING INSTALLATION PER TIHE 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 B-36, OR APPROVED EQUAL. WITH THE FOLLOWING MINlf.lUM 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.Fl) GALVANIZED COATING IN ACCORDANCE WITH ASTM A525. ELECTRIOO.. 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 INSTALLATION. ALL SERVICE EQUIPMENT AND PANELS SHALL BE IN STRICT ACCORDANCE WITH SDG&E REQUIREMENTS. 2. CONTRACTOR SHALL INSTALL CONDUIT AND ELECTRICAL EQUIPMENT IN LOCATIONS THAT WILL CAUSE MINIMAL INTERFERENCE WITH THE MAINTENANCE AND REMOVAL OF MECHANICAL EQUIPMENT. CONDUITS AND CONNECTIONS ARE SHOWN SCHEMATICALLY. CONTRACTOR SHALL RUN CONDUIT IN NEAT MANNER PARALLEL OR PERPENDICULAR TO WALLS AND SL.ABS, AND WHEREVER POSSIBLE, INSTALL TOGETHER IN PARALLEL RUNS SUPPORTED WITH UNISTRUT TYPE SUPPORT SYSTEM. 3. GROUNDING SHALL BE AS SHOWN ON THE DRAWINGS AND IN ACCORDANCE WITH NATIONAL ELECTRICAL COOE. LATEST EDITION. IMCORPORATED 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. BOXES SHALL BE MANUFACTURED BY CROUSE-HINDS COMPANY, APPLETON COMPANY, OR EQUAL. HOWEVER, ALL BOXES SHALL BE FURNISHED BY A SINGLE MANUFACTURER. 6. 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. 7. UNLESS NOTED OTHERWISE. BURIED CONDUIT SHALL BE INSTALLED WITH A MINIMUM OF 30" COVER. 8. 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. 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. 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 B' -o• MAXIMUM SPACING UNLESS OTHERWISE SHOWN. PROVIDE 3/8" EXPANSION ANCHORS FOR SUPPORTS OR CLAMPS ATTACHED TO CONCRETE. SPARE CONDUITS SHALL, UNLESS SPECIFIED AS FLUSH, EXTEND MINIMUM 2" ABOVE SL.AB AND ALL SHALL BE PROVIDED WITH THREADED CAPS OR PLUGS AND PULL CHORD. 9. 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. 10. CONTRACTOR (INSTRUMENTATION SUBCONTRACTOR) SHALL SUBMIT ELECTRICAL SHOP DRAWINGS INCLUDING COMPLETE CONTROL DIAGRAMS AND COMPLETE INTERCONNECT DIAGRAMS WITH APPROPRIATE TERMINAL NUMBERING. LADDER DIAGRAMS SHALL BE PROVIDED WITH NUMBERS FOR EACH LINE INCLUDING REFERENCES TO THE LINE NUMBER WHERE CONTACTS FOR EACH RELAY ARE SHOWN. LADDER DIAGRAMS SHALL SHOW CONDUCTOR NUMBERS, TERMINAL BLOCKS, AND TERMINAL BLOCK NUMBERS. COMPLETE AS-BUILT DRAWINGS SHALL BE SUBMITTED AFTER CONSTRUCTION IS COMPLETE. INTERCONNECT DIAGRAMS SHALL SHOW ALL INTERCONNECTIONS BETWEEN EQUIPMENT AND BE PROVIDED WIT!-, WIRE NUMBERS AND TERMINAL BLOCK NUMBERS. COMPLETE AS BUILT DRAWING MUST BE SUBMITTED AFTER CONSTRUCTION IS COMPLETE. 11. CONTROL (LADDER) DIAGRAMS AND OPERATION DESCRIPTION ARE PROVIDED TO DESCRIBE DESIRED OPERATION AND CONTROL. SINGUE 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. CONTRACTOR SHALL PROVIDE 10 SPARE RELAYS MOUNTED IN THE CONTROL PANEL AND CONTACTS WIRED TO TERMINAL STRIP. 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. 12. ELECTRICAL PANEL ELEVATIONS SHOW APPROXIMATE SPACE REQUIREMENTS FOR EQUIPMENT. LAYOUT SHALL BE MODIFIED AS REQUIRED FOR THE MANUFACTURER'S SPECIFIC EQUIPMENT. CONTRACTOR SHALL SUBMIT FOR OWNER'S APPROVAL, COMPLETE SHOP DRAWINGS WHICH SHALL INCLUDE ELEVATION VIEWS OF ALL ELECTRICAL PANELS. UNLESS NOTED OTHERWISE, COLOR OF ALL ELECTRICAL PANELS SHALL BE ANSI 49 LIGHT GRAY. 13. UNLESS NOTED OTHERWISE, PROVIDE 3C (MINIMUM) #16 SHIELDED BELDEN CABLE FOR ALL 4 TO 20 MA SIGNALS. 14. AITTR 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 CONTR...CTOR AND SHALL INCLUDE OPERATION OF ALL EQUIPMENT IN ALL MODES OF CONTROL INCLUDING START, SHUTOOWN 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. 15. UPON COMPUETION OF START-UP AND TESTING, CONIBACTOR 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" :e.-2«"1: . ~ ;@;c,. •L-9--6-1?8 P.E tB12r, EXP. 3-3 t-z«c DA TE REVIEWED BY: W .• ~. ~ I o/e1t INSPECTOR l---+---l-----------l---+---+----l-~ I SH.3EET I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT ~ ~Ill::::;P::::R:;:O::::;VEMENT~;:;::;:::::P::::LANS:::::;:=::::FO=R:::::========'-'=====: ENCINA BASIN WATER RECLAMATION PROGRAM, PHASE II "TWIN D RECYCLED WATER PUMP STATION cotlITTIJCTION l'k>IES A-HM<~LLIAM~ ~ ........ /.-,., _.,, 3902 uni~ity ~-.~~.CA. 1112&11 • 901-ee-4-HOO II\ YJS-nllll 1 .,.,, APPROVED BY A • , .. t, :J,-...-==;:,~---l--=-o•c:TE=-+-:,1N"'m"'Ac--L-JU~====-----------+-□-A-TE-f-1-N1_11_AL---+-□-A-TE-.J.-1N-111_A_L~ DEPU1'1 QTY ENGINEER PE 28176 EXP. 03-31-06 DATE DWN BY: STAFF I PROJECT NO. I DRAWING NO. • J tL ., REVISION DESCRIPTION REGISTERED ENGINEER No. 372~ DATE -,.,-f>j ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL ~~~ ~~; ~ . 3889 . 409-68 (Ill 2. (Ill m -II - SYMBOLS AND LEGEND @- 30RW ---81--- ---81 --- SECTION VIEW SECTION "C", CUT ON DRAWING M-6. SECTION CUT SECTION "M" SHOWN ON DRAWING E-4. DETAIL 2 SHOWN ON DRAWING S-5. 50= DIAMETER or PIPELINE RW= DUTY Of PIPELINE PROPOSED FINISH CONTOUR. EXISTING CONTOUR. CHAIN LINK FENCE, 6' HIGH W /3 STRANDS BARBED WIRE PER SPECIFICATIONS. FITTING SYMBOLS WELDED FUNGED • SINGLE LINE \ (TYP) \ , DOUBLE LIN:: / (HP) L_ ~ FLANGED TEE - FLANGED ELBOW {ANGLE AS SHOWN) FLANGED JOINT --ID= ---u--REDUCER --- MECHANICAL JOINT VICTAULIC GROOVED PIPE COUPLING BLIND FLANGE THREADED AND SOLVENT-WELDED FITTING SYMBOLS 1 ELBOW ----+10 ELBOW UP ----+10 ELBOW DOWN --t>-REDUCER T TEE --+0+-TEE BRANCH UP TEE BRANCH DOWN UNION END CAP ~ "8 hoursB[FORE•xcavation ~-1-(800)4i2-4133 ,< ✓1 CAil Underground Seniet Alert ( MGLSAS-,AU) EYEN INCIIDIOITS Of to" La. tr, •• 22 vr. 11 1/~. DC, VALVES SINGLE LINE DOUBLE LINE FLANGED '-;-SCREWED (TYP) ~TYP) ::::tll><llC ---t{)<}---- -0- ~ ~ ---tr---J- ----tf'--J-~ +-CT}- SHORT BODY FLANGED BUTTERFLY VALVE, A.W.W.A. C504, SHOWING ORIENTATION OF OPERATOR WAFER STYLE BUTTERFLY VALVE GATE VALVE (USE THREADED VALVE FOR 5" OR SMALLER UNLESS OTHERWISE NOTED) P.V.C. BALL VALVE, TRUE UNION (I" AND UNDER) OR FLANGED TYPE {OVER I") STAINLESS STEEL BALL VALVE ECCENTRIC PLUG VALVE PVC BALL CHECK VALVE SWING CHECK VALVE AUTOMATIC OPERATED VALVE SOLENOID OPERATED VALVE MULTIPORT VALVE 3-WAY PRESSURE RELIEF VALVE HYDRAULICALLY OPERATED VALVE PRESSURE REGULATING VALVE BACK-PRESSURE VALVE ANTI-SIPHON VALVE MISCELLANEOUS SYMBOLS -1- --©-- -a- --o ◄ ----t>. F.H. 1" H.B. ~-H.B. ----<():] _r_::_ ROTAMETER FLOW SIGHT GLASS FLOW METER FLEX COUPLING GRAVITY CLEAN OUT PER STD. owe. sa PRESSURE CLEAN OUT FIRE HYDRANT HOSE BIB (SIZE NOTED) FLOOR DRAIN WITH CAST IRON GR.A TE AND BRONZE STRAINER {ZURN Z( 15 OR EQUAL) ABBREVIATIONS AND NOTATIONS A/C,A.C.,AC A.S. BOT BC CL, ( CL EL CLR CMU CONT C.O.T.G. CTF E EC EG EL EP E.W. ASPHALT CONCRETE AS SHOWN BOTTOM BEGINNING CURVE CENTERLINE CENTERLINE ELEVATION CL.EAR, CLEARANCE CONCRETE MASONRY UNIT CONTINUOUS CLEAN OUT TO GRADE CUT-TO-FIT EAST COORDINATE END CURVE EXISTING GRADE ELEVATION ELEVATION EDGE OF PAVING EACH WAY EXIST, E EXISTING FD1 FLOOR DRAIN, TYPE 1, 2, ETC., REFER TO MISCELLANEOUS SYMBOLS FF, FIN, FLR FINISH FLOOR ELEVATION FG FINISH GRADE ELEVATION FIP FL, t FLG FRP FTG FUT. GB GSM HB HOG HOPE HHWL HP HWL INV LLH LLV LLWL LWL MANUF. ABS CIP CISP CMC CML CMLC, CML8:C CML8:TC DI DIP FRP FEMALE IRON PIPE FLOW LINE ELEVATION FLANGE FIBERGLASS REINFORCED PLASTIC FOOTING FUTURE CONSTRUCTION GRADE BREAK GALVANIZED SHEET METAL HOSE BIBB HOT DIPPED GALVANIZED HIGH DENSITY POLYETHYLENE HIGH HIGH WATER LEVEL HIGH POINT HIGH WATER LEVEL INVERT ELEVATION LONG LEG HORIZONTAL LONG LEG VERTICAL LOW LOW WATER LEVEL LOW WATER LEVEL MANUFACTURER ABBREVIATIONS ACRYLONITRILE BUTADIENE STYRENE CAST IRON PIPE CAST IRON SOIL PIPE CEMENT MORTAR COATED CEMENT MORTAR LINED WELDED STEEL PIPE CEMENT MORT AR LINED AND COATED WELDED STEEL PIPE CEMENT MORT AR LINED, TAPE WRAPPED, AND CEMENT MORT AR COATED DUCTILE IRON DUCTILE IRON PIPE FIBERGLASS REINFORCED PLASTIC MGO MH MIP MISC. MJ N NIC MIWON GALLONS PER DAY MANHOLE MALE IRON PIPE MISCELLANEOUS MECHANICAL JOINT CONNECTION NORTH COORDINATE NOT IN CONTRACT OFCI, O.F.C.I. OWNER FURNISHED EQUIPMENT, CONTRACTOR TO INSTALL OFOI, O.F.0.I. OWNER FURNISHED OWNER INSTALLED EQUIPMENT OH OPPOSITE HANO OHE OVERHEAD ELECTRICAL PORC POINT or REVERSE CURVE PL, t PROPERTY LINE PS-1 PIPE SUPPORT TYPE 1, 2, ETC., REFER TO MISCELLANEOUS DETAILS ANO STANDARD DRAWINGS R RC, R.C. REQ. SCH, SCHED SPEC SSPWC ST.STL,S.S. STD OWG Ttil TB TC, TOC TD TG TP TS TW, TOW TYP UNO, U.N.O. VPI ws RADIUS RELATIVE COMPACTION REQUIRED/REQUIREMENTS SCHEOULE BOUND SPECIFICATIONS STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION {UTEST EDITION) STAINLESS STEEL STANDARD DRAWING-REFER TO BOUND SPECIFICATION TOP AND BOTTOM TOP or BERM ELEVATION TOP OF CONCRETE ELEVATION, TOP or CURB ELEVATION TOP OF ORAIN ELEVATION TOP OF GRATE ELEVATION TOP Of PAVING TOP OF SLAB TOP OF WALL ELEVATION TYPICAL UNLESS NOTED OTHERWISE VERTICAL POINT or 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. FOR PIPE MATERIALS GIP GALVANIZED IRON PIPE (STD.WT.) HOG HOT DIPPED GALVANIZED (SCH.40 UNO) HOPE HIGH DENSITY POLYETHYLENE PVC POLYVINYL CHLORIDE RCP REINFORCED CONCRETE PIPE scs SEAMLESS CARBON STEEL SS, S.STL. STAINLESS STEEL STD.WT. STANDARD WEIGHT STL. STEEL VCP VITRIFIED CLAY PIPE (EXTRA-STRENGTH) WSP WELDED STEEL PIPE 1/4"CT WSP WITH 1/4" STEEL CYLINDER THICKNESS G-4 "AS BUil T" ,,~•2<:4~£-<'0· , . 9--a-o ~ P.E ,ZIJ17r,. EXP. 3-1(-20'"0 DATE REVIEWED BY: LV~ I, e INSPECTOR f -y 1---+----+-----------+--+----+--+-----i I ~4EET I CITY OF CARIBBAD ~ ENGINEERING DEPARTMENT ~ ~IM=P::::RO:=VEME:::'.,,:::::NT=::::::::P=LANS====:FO=R:::::·=======..::::=~ INCORPORATED 3e02 Unlveraily Aw,_ • RhMrakla. CA.. !1112S01 • 901-884-tllOO APPROVED BY , '· ., ' £. ~ DATE INITIAL REGISTERED ENGINEER J.. 37263 DATE /-Jo-0-,, ENGINEER OF WORK I/\ "/JS-Btl/L I ,. REVISION DESCRIPTION DATE INITIAL DATE INITIAL OlHER APPROVAL CITY APPROVAL ENCINA BASIN WATER RECLAMATION PROGRAM, PHASE II TWIN D RECYCLED WATER PUMP STATION l..EOENJ8, 8YMBOL8, NO ABBfEW.TIOIII ~~ lfl!LL'l ~MMER L-2Z.-D4 O•PUTY OTY ENGINEER PE 28176 EXP. 03 31 06 DATE D'M< BY: STAFF I PROJECT NO. I DRAWING NO. CHKD BY: JCR 3889 RVM> BY: PES 409-68 ~ 2. (.,) 00 I / C :E C, ~ 0 CD I a, m FINISH AND PROTECTIVE COATING SCHEDULE (UNLESS OTHERWISE NOTED) ITEM EXTERIOR CONCRETE SURFACES INTERIOR CONCRETE SLABS EXPOSED FERROUS METAL PIPING, VALVES, FITTINGS, AND APPURTENANCES CONNECTIONS TO EXISTING STEEL RESERVOIRS (SHELL AND ROOF) BELOW GRADE FERROUS METAL PUMPS AND MOTORS EXPOSED MISCELLANEOUS FERROUS METAL MISCELLANEOUS GALVANIZED STEEL STAINLESS STEEL ALUMINUM ELECTRICAL PANELS ELECTRICAL DEVICE BCXES PIPE OR CONDUIT SUPPORTS EXPOSED ELECTRICAL CONDUIT SURGE TANK (INTERIOR AND EXTERIOR) BUILDING MASONRY BLOCK WALLS (INTERIOR AND EXTERIOR) BUILDING MISCELLANEOUS FERROUS METAL (E.G. STRUCTURAL STEEL, DOORS, LOUVERS. FRAMES) NOTES CO,,TING NO COATING REQUIRED. FLOOR HARDENER PER SPECIFICATION 03300 COAT PER SERVICE CONDITION A. COLOR COAT AND LABEL PER SPECIFICATION REQUIREMENTS. COAT INTERIOR AND EXTERIOR PER SERVICE CONDITION R ( 4) SERVICE CONDITION D. FACTORY COATING. FINISH COAT PER SERVICE CONDITION B. COAT PER SERVICE CONDITION A. NO COATING REQUIRED. NO COATING REQUIRED. NO COATING, EXCEPT WHERE AGAINST CONCRETE COAT AREA PER SPECIFICATION. ANODIZE WHERE SPECIFIED. FACTORY COATING, BAKED ENAMEL TOUCH UP WHERE DAMAGED. FACTORY COATING, ZINC ELECTROPLATE AND ALUMINUM LACQUER OR HOG. HOT DIPPED GALVANIZED. NO ADDITIONAL COATING REQUIRED. COAT PER SERVICE CONDITION A (3). COAT PER SERVICE CONDITION M. COAT PER SERVICE CONDITION A. (1) UNLESS NOTED OTHERWISE, SURFACE PREPARATION AND COATING SHALL BE PER SPECIFICATION SECTION 09900, "BASIC COATING AND PAINTING SPECIFICATION FOR WATER, RECYCLED WATER, AND WASTEWATER FACILITIES". WHERE ITEM NOT SPECIFICALLY INCLUDED IN TABLE, REFER TO SPECIFICATION. (2) ALL COLORS SHALL BE SELECTED BY THE OWNER. (3) SURGE TANK INTERIOR COATING SHALL BE PER SERVICE CONDITION A, EXCEPT TWO (2) INTERMEDIATE COATS SHALL BE PROVIDED IN LIEU OF ONE ( 1 ), AND THE FINISH COAT SHALL BE ELIMINATED. TOTAL DRY FILM TIHICKNESS OF THE COMPLETE SYSTEM SHALL BE 12.0 MILS, MINIMUM. (4) SURFACE PREPARATION FOR SERVICE CONDITION R SHALL BE MODIFIED AS FOLLOWS: EXISTING COATED RESERVOIR SURFACES DAMAGED DUE TO CONNECTION WORK AND NEW UNCOATED CONNECTION PLATE AND NOZZLE SHALL BE SAND BLASTED TO NEAR WHITE. ADJACENT UNDAMAGED COATING SHALL BE BRUSH BLASTED FOR A WIDTH OF 1 '±. ALL SAND BLASTED SURFACES SHALL BE COATED PER SERVICE CONDITION COATING SYSTEM REQUIREMENTS. PIPE DUTY DESIGNATION ABBREV. DESCRIPTION ABBREV. DESCRIPTION AV AIR VENT RW RECYCLED WATER CA COMPRESSED AIR RWD RECYCLED WATER DISCHARGE CLI CHLORINE INJECTION RWS RECYCLED WATER SUCTION CLS CHLORINE SAMPLE s SANITARY SEWER D DRAIN VD VOLUTE DRAIN PR PRESSURE RELIEF W. PW POTABLE WATER -48 hours BEFORE excavation 1-(800)422-4133 CAil Underground Semct Ale!! PIPE MATERIAL SCHEDULE (UNLESS OTHERWISE NOTED) DUTY BELOW GRADE AV N/A CA TYPE '"K"' COPPER CLI SCHED. 80 PVC CLS SCHED. 80 PVC D ABS, SCHED. 40 PR, RWD CML&:TC STD. WT. WSP RWS CML&:TC WSP-CLASS (3/16" MIN.) VD N/A w SCHED. 40 PVC NOTES: 150 N1IM. GRADE (1) (NO I.ENOOE) TYPE "K" COPPER AND BRASS, SCHED. 40 BRASS, SCHED. 40 N/A N/A N/A CML STD. WT. WSP CML STD. WT. WSP TYPE "K" COPPER BRASS, SCHED. 40 • 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. HYDROSTATIC AND LEN<AGE TEST PRESSURE (PSI) (2) 150 2DO 100 100 10 225 150 10 150 NOTES (4) (3) AND (4) (5) (7), (8), AND (9) (6), (7), (8), (9), AND (10) (4) (4) (1) ALL ABOVE GRADE PIPING SHALL BE COATED AND LABELED. PIPE COATING AND LABELING SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION 09900, "BASIC COATING AND PAINTING SPECIFICATION FOR WATER, RECYCLED WATER, AND WASTEWATER FACILITIES" AND AS SPECIFIED IN THE "FINISH &: PROTECTIVE COATING SCHEDULE", HEREON. (2) LEAKAGE AND HYDROSTATIC TESTS SHALL BE PERFORMED IN ACCORDANCE WITH SPECIFICATION SECTION 15044. 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. PIPE MATERIAL TRANSITION TO OCCUR BELOW GRADE PRIOR TO RISER ELBOW. (5) ABS PIPE AND FITTINGS SHALL BE SCHEDULE 40 PER ASTM D2661-02 OR ASTM D2751-96. ABS PIPE SHALL BE SOLVENT WELDED. (6) CML&:TC WSP CLASS 150 PIPE SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH SPECIFICATION SECTIONS 02223 AND 15061, STANDARD DRAWINGS, AND CONSTRUCTION DRAWINGS AND SHALL BE CML UNLESS NOTED OTHERWISE. BURIED PIPE AND FITTINGS SHALL BE PROVIDED WITH TAPE WRAP AND CEMENT MORTAR COATING PER SPECIFICATIONS. CMC SHALL BE GREATER WHERE SPECIFIED ON THE DRAWINGS. (7) ALL PIPE ANO FITTING JOINTS SHALL BE RESTRAINED. FOR WSP, JOINTS SHALL BE FULLY WELDED, FLANGED, OR GROOVED (WHERE SHOWN). (6) 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 ANO ASTM A234. FLANGES FOR STANDARD WEIGHT PIPE SHALL BE ANSI B16.5, CLASS 150. ABCVE 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 MORTAR COATED PER SPECIFICATION SECTION 15061. CEMENT MORTAR COATING AND TAPE WRAP SHALL EXTEND 6" AIBOVE 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. CONTRACTOR SHALL TEST PUMP CANS PRIOR TO CONCRETE ENCASEMENT. PROVIDE TEMPORARY BLIND FLANGES FOR PUMP CANS. G-5 "AS BUil T" ~a<?tz · < ~ n-. 9-K-t2e P.f 2B(J{, EXP. 3-3 /. '2tvo DATE REVIEWED BY: W~ I ,.-, .• ,, INSPECTOR ~ -------------------------w c1 ~xlN~riNG ~~~~N~AD ~ INCORPO"ATED 1----1----+-----------------11-----+--+---+--~ IMPROVEMENT PLANS FOR: ENCINA BASIN WATER RECLAMATION PROGRAM, PHASE II TWIN D RECYCLED WATER PUMP STATION 9CI 1' ■ ES .6IO Pl'E DUTY DBJC»IAllOtll APPROVED: WILLIAM J:. Pl '"'"ER c;J: ~ 0 ~~-a._-L-Zz-o,,f 1----1----+..-~~=~~-----------11-----+--+---+--~ DEPUTY OTY ENGINEER ~ 28176 EXP. 03-31-06 DATE -· "-==-=~;·l•-~3·~""-?:_•=-~• -~ ... ~-=-=-="""==-t~~t~~,1"~11!:!.'.t7>!s~-a~u.~1/L~T:":::~=====---1~~j~~:b~c~~j DWN BY, STAFF I PROJECT Na. I DRAWING Na . ...-, ,-, ~. OATE INITIAL DATE INITIAL DATE INITIAL CHKD BY JCR =~=~ ~NGINEER No. 37263 DATE /-/6-,+,__E-NGI-NE-ER~~----1K REVISION DESCRIPTION ,__O_TH_ER_A~PPR-OV_AL--,1--a-TY-A~PP_R_OV_AL_ RVWD BY~ PES 3889 409-68 ) \ C :s UI C) 2. CARlSIW) OUVENHAIN (FUTURE) l5«KJ ZONE MD 380 9pm 0.52 MGD MMD 758 9pm 1.09 MOO MOO 900 gpm 1.30 MOO MOPH 2,190 9pm N/A MIN. MD "° gpm 0.100 MGO 700 HWL 580 A ZONE 550 B ZONE I I FUTURE 550 0 ZONE I I ------- MD 206 9pm 0.30 MOO MD 987 gpm 1.42 MOO --le-cl" MD 123 gpm 0.13 MGD 700 r'--•-•7 '-~ -700 MMD 432 9pm 0.822 MOO MMO 2,073 9pm 2.118 MOO MMD 258 gpm 0.37 MGD i i------660 ON< -- MOD 515 9pm 0.74 MOO MOD 2,488 9pm 3.55 MGD I I / MDD 308 gpm 0.44 MGD L-------.J - MOPH 1,236 9pm N/A MDPH 5,1122 9pm N/A 2.5 MG MDPH 738 gpm N/A FUTURE -II - MIN. MD 23 gpm 0.033 MGD IIIN. MD 109 9pm 0.156 MGD SANTA FE I MIN. MD 14 gpm 0.195 MGD _I RESERVOIR -~)A Jr 600 600 "~\ t"' -/ ..... 'xX / 0 , xx/ 54 MG A.<' )BO A ZON\ 550 B ZON I~ 1/ 550 0 ZONE FlilWJAY I i 555 LWI.. / ><):/ ', PRV STATION ® I Ll ·" 384 NORTH ZONE 384 SOUTH ZONE t MD 313 gpm 0.45 UGO Ml) 974 9pm 1.40 lolCO LA COSTA 1WIN D MAHR RESERIIOIR I I~ PRV 450 ZONE ' I I IIMO 658 9pm 0.95 MGO MMD 2,045 gpm 2.94 MGO _A ___ .. , 308 9pm 500 ;~/ ND 0.44 MOO I ($_J IIOD 7113 9pm 1.13 MGD MOD 2,435 gpm 3.50 MOO (550) ® IIMD 647 9pm 0.93 MOO t'i I 423.0 HWL \\ 422.5 HWI. / " .., I MDPH 1 ,879 gpm N/A lotOPH 5,844 gpm N/A \ no 9pm PRV ® 1WIN D MOD 1.11 MGD 8q ZI STATION IIIN. MD 34 gpm 0.050 MOO IIIN. MD 107 9pm 0.154 MGO RW PRV • ::i I / '¥"-STATION ' IIDPH 1,850 9pm N/A ':I') ~I N._, I-.,,, . it--:, .,,, "\ \I--:, ::, 380 HWL ''xX / ~ ~~< ' ..... 'xX / ,--MIN. 11D 34 9pm 0.049 MGO ti ,-Xx/ w LA COSTA I I l.&.I 1.0 MG D-1 0 0 D-2 TWIN D PUIIP STATION I 400 EL 392.0 .. 314~• 1.25 MG 1.25 MG ~ GOLF COURSE Ii- 384 0 ZONE 400 LL. / ..... CANNON/ --> • • • • (NORTH) ~I /xx--, C EL 384.0 I.. . . I e e e © FlilWJAY j~ LA COSTA GOLF COURSE (NORTH) r-. 3.0 11G CITY IIUNICIPAL GOLF COURSE RESERVOIR f l ® • ' • ' V FUTURE 384 0 ZONE z IN ---·· Ci: Ci: Ci: G: -....,..1 ' I -----~~~ I Ml) 251 9pm 0.36 MGO PtPE 1158 i SURGE TANK M MD 147 9pm 0.21 MGO r-,....J I MD 486 gpm 0.70 I ( ) C l _J MEAOOWI.ARK z . -> > ® 309 gpm I ------- IIMD 527 gpm 0.622 MGD I AVENIOA I • ' ' ' MMD 0.44 MOD I WATER REClAMATION MMD 1,026 gpm 1.47 0 CITY MUNICIPAL I ENCINAS -I/ I GOLF COURSE I PRV I ' . I 1100 368 9pm 0.53 MOD I FACILITY I-MOD 628 9pm 0.90 MGO ) I I 2.0 MGO IIIN. N)F I MDD 1,214 gpm ! 1.75 MGD I \ I STATION I IIDPH 0 gpm N/A ' 3.0 MGD MAX. I ---7 300 -c( IIDPH 0 gpm N/A ~ I '-2~E/ TWIN D RESERYDI,-( )--(~ (~ (I--' -. MDPH 2.913 gpm i ~- > I I IIIN. 11D 16 gpm 0.02 MOD ! ! -IIEADOWlARK WRF ! ! w IIIN. MD 28 9pm 0.040 MGD 260 ZONE I PUMP STATION MIN. MD 53 gpm 0.077 MGD .J ® I /xx" HYDRO. w -1><1-@ I ND 55 gpm 0.008 MGO TANK > ' _j • • I l I • ' -L OVERFLOW TO I I I I I 11110 116 gpm 0.1116 MGO 384 EAST ZONE BRESSI PUMP STATION EL 290 • ' ' I ---------------i ( }-G G ~ I L---------7 MOD 138 gpm 0.20 MGD MD 526 9pm 0.76 MGD FAIL -SAFE PIPELINE I 200 ltYDRO. ' MDPH 331 9pm N/A 1111D 1105 gpm 1.59 MGD I 200 ½-' I TANK > > ' WET WELL ' ' MIN. MD 6 gpm D.001 MGO MOO 1315 gpm 1.89 MGD I CAL.AVERA PUIIP STATION 1r MDPH 3156 gpm N/A I I r-------------------------------~ L _______ 7 MIN. MD 58 9pm 0.084 MGO I I EL CAMINO PUMP STATION @ I I I M I MEAOOWI.ARK WRF FAIL-SAFE PIPELINE TO ENCINA WATER RECLfMt.TION FACILITY I > • I 100 i ! ' ' ' I L--------------------------------------------------T----------------------------------~ 100 EL 50.0 • • • I I 2,780 gpm " Ii G) '-ti) I i ! I (4.0 MGO) ' I I \ i ' • • I SE \ 3.5 MG/ tJ '3.5MG/ -' ' I \ ' , , PUMP STATION 1.0 MOO )-® ' SECONDARY TERTIARY RECYCLED LA COSTA EL 16 0 ENCINA EFFLUENT TREATMENT WATER GOLF COURSE w,;,....- .:, ' tACIUTIES~ 0 RECLAMATION GNNER FACILITY CARl.SBAD WATER RECYCLING FACILITY ~ATER TREATMENT ~ ENCINA WRF OUTFALL TO OCEAN LEGEND ABBREVIATIONS NOTES: DESIGN CRITERIA -©-FLOW METER ~ MD AVERAGE ANNUAL DEMAND (GPM) 1. PHASE II DEMANDS INCLUDE EXISTING FACILITIES AND PROPOSED PHASE II STATION CAPACITY 500-4,500 GPM MOTOR OPERATED FACILITES FOR CITY OF CARLSBAD. DEMANDS FOR OUVENHAIN MUNICIPAL Jt_ VALVE MMD MAXIMUM MONTH AVERAGE DEMAND (2.1 x MD) WATER DISTRICT ARE FUTURE. 3-150 HP DUTY PUMPS, 1-150 HP STANDBY PUMP ELECTRIC ACTIVATED --i><I-SHUT-OFF /ISOLATION VALVE MDD MAXIMUM DAY AVERAGE DEMAND (2.5 x MD) 2. 384 NORTH ZONE= NORTH OF FARADAY-PRY AND CANNON/FARADAY ALL PUMPING UNITS SHALL BE VFD OPERATED G-6 HYDRAULIC OPERATED INTERSECTIONS PRESSURE REDUCING -r---J-CHECK VALVE MDPH MAXIMUM DAY PEAK HOUR DEMAND (6.0 x MD) 384 SOUTH ZONE= MAIN 384 ZONE SERVED BY TWIN D RESERVOIRS 1 PUMP RUNNING 500-1500 GPM (FLOW VARIES ACCORDING TO VFD SPEED) ~ VALVE 384 EAST ZONE= EAST or BLACK RAIL/ ALGA INTERSECTION "AS BUil T" ---EJ PUMP MIN. MD MINIMUM MONTH AVERAGE DEMAND (0.11 x AAD) 2 PUMPS RUNNING 1500-3400 GPM (FLOW VARIES ACCORDING TO VFD SPEED) ELECTRIC ACTIVATED 3. 5B0 A ZONE= CALAVERA HILLS HYDRAULIC OPERATED MAIN SYSTEM FLOW PRV PRESSURE REDUCING STATION 3 PUMPS RUNNING 3400-4500 GPM (FLOW VARIES ACCORDING TO VFD SPEED) ~~~;~:f?<c 9-$--<28 PRESSURE SUSTAINING 4. 384 0 ZONE= OLIVENHAIN MUNICIPAL WATER DISTRICT ,_ AND RATE or FLOW -------BYPASS/RELIEF FLOW MV MOTOR OPERATED VALVE STATION 550 0 ZONE= OLIVENHAIN MUNICIPAL WATER DISTRICT NOTE: P.f Zlt2(, EXP. ;3-:, I-£QltJ DATE CONTROL VALVE ~ FUTURE re PRESSURE REDUCING AND FLOW CONTROL STATION 5. MD CARLSBAD= 4,127 gpm = 5.94 MGD THIS SHEET IS PROVIDED FOR DISTRICT OPERATION STAFF AND TO PRESENT HYDRAULIC OPERATED OVERALL SYSTEM OPERATION. IT IS NOT INTENDED TO SHOW FACILITIES TO REVIEWED BY: PRESSURE REDUCING BE CONSTRUCTED AS PART OF THIS PROJECT. Lu~ \ ~ -ze, -ct2 VALVE c~ --2--INSPECTOR DATE HYDRAULIC OPERATED PRESSURE REDUCING AND I SH~ET I CITY OF CARLSBAD ~ RATE OF FLOW CONTROL VALVE ENGINEERING DEPARTMENT 8 IKPROVEMENT PLANS FOR: ENCINA BASIN WATER RECLAMATION PROGRAM. PHASE 11 TWIN D RECYCLED WATER PUMP STATION ,,,1us1,.t K12n:cr:12. AECYCI A• WA~ S'tBIEM 9a EUATlC DIAQRAM ~" ""•BEFORE•= .. ~, \.\\I SN ~'-'t ~ ~TEllAQT ::;~ ~~ APPR~~ WILLIAM E~ER 1-(800)422-4133 -c.; f"' -INCORPORATED 1-zz.a4 !! !:: No.m :;: :::: 4'4-~ -/, ~ -fl,. 9-JIHli .. 3802 Unl¥9nllt)' ,__ • Rfver81de, CA. 92501 • 908-184-S900 DEPUTY CITY ENGINEER PE 28176 EXP. 03-31-06 DATE , <. CAlJ. Undergroond Serrict Alert * * l1\ "4S-!JU!LT" ¾ cm,~-.. APPROVED BY [).J. 11 ~ DWN BY: STAFF I PROJECT NO. I DRAWING NO. __, OAlE INITIAL DAlE INITIAL DAlE INITIAL CHKD BY: JCR 'If Of Cl'.\' REVISION DESCRIPTION 3889 REGISTERED E GINEER ,,o. 2220 DAT<l-f6-Q'J. ENGINEER OF \11'.lRK OTH£R APPROVAL CITY APPROVAL RVWD BY: ~t,! 409-68 J \ C == 0, G') 0 -(,J.s::i,. 00 0 (0 I 0) m I J I •·• -' CP 600 GLOBAL COORDINA N.10792.40 E.49979.68 CP ll7 SIT Will & TIN FLUSH C S'LY END I DRIVEWAY , ELEV. 381.75 , GLOBAL COORDlNATE.j N. 10761.1!!~- \ I ' I E. 50004.87 I , , ! , I I l l TGT 115 ~\ ~::---'\-REC COR 1 I , ' . \ ' •·• ' ~ 48 hours BEFORE excovcli.1on ~ 1-(800)422-4133 CAil Underground Service Alert . •-• t IJASIS OF BEARING BASIS or BfARING IS THE C£NJERLJN[ or BLACK RAIL ROAD BEiNG NORTH 01"2B'o7• ~ST PER RECORD OF SURVEY IJ762 AND fflACT 14043. •·· 1 : . . ' ' ' •·• ' .. , . •·• . ----·- 0 ' •·• l PROPOSED ABOVE GROUND FACILITIES EXISTING 8ELOW GROUND UTILITY -- PROPOSED BELOW GROUND UTILITY EXISTING CONCRtTE PAVEMENT ~OG SEAL NEW ASPHALT CONCRETE PA\/EMENT -.. '. . l ~ . @.• ' -SLURRY SEAL All EXISTING SITE ASPHALT CONCRETE PAVEMENT \ I "AS BUILT.,.. QENERAL SITE PLAN I j C-1 DATE I • - ~ ~ : / / I ./ ' I I I I , I I -+-· .,,. ro " n 0 ' I'- ro I'-n ,.--,, ' \.._) /; 0 I J I ,/EXIST . .30' / WATERLINE, j /EASEMENf _ __J I I ,I I I I '/ ! I I I I I I I I J ! i I O• I I I I R' I ....... t.,J :o I I '"' ./ II (l_ (l_ . '- E/RISER I -• ,r ~ I ~f!,1 □ ( LOW NTER 0j~r -, ' O' ' , -, ....... Q'. ~~r, LJ ·, I I I I . ·t -~ A.J___, □ .. d~ ~ ~4 TC 81.92 TP BUILDING RRIGATION UMP AND YDRO 1: -.,-_ RW IRRIGATION -+-..A. CONTROU.ER .3'-0" I . @ ASPHALT-\ , . s· I PAVING ' ,. 6" [ ' . . . "J RIBBON GUTTER DETAIL SCALE: 3/4"~1'-0" 383.3± SCA!.E: I "i= 10' 383.3± "o-1" RESERVOIR 1.25 MG PAD ELEV. 384.0 _ (RECLAIMED) 0 ~TEWAQT APPRO\/ED BY REGISTERED ENGINEER No. 1 ~ V ~ ,· i " • ···~···· ·::: ' -----------------------_--------------- 6 fSCDRPORATED OATE INITIAL OATC l-1&-<N ENGINEER OF WORK \ "IJS-80/LT 'il-2" RESERVOIR 1.25 MG PAJ) ELEV. 384.0 (RECLAIMED) REVISION DESCRIPTION SITE COORDINATE DATA . . POINTE] NORlHING fASllNG ELEVATION DESCRIPTION 1 1515.00 637.00 382.46 TC/FG 2 551.00 659.00 382.46 TC/FG 3 390.00 670.00 N/A • 4 _557.00 659.00 382.34 TC/FG 5 563.00 626.16 581.69 TC 6 509.00 659.00 382.34 TC FG 7 609.00 637.00 3B2.34 . TC FG e 1542.00 1589.77 382.35 FG Ii 517.00 589.77 NA • 10 52B.57 567.61 °382.54 11 1511.B4 55B.35 382.73 fG 12 1520.10 540.62 N A • 13 500.17 542.23 382.51 f'G 14 477.06 542.52 382.94 __ __FG 15 420.00 530.18 382.6 fG 16 392.02 550.21 383.0 FG 17 410.00 678.00 '382.20 f'G 1B 410.00 657.95 382.60 f'G 19 370.00 678.00 382.50 fG 20 370.00 657.95 382.20 f'G 21 363.95 657.95 382.14 22 363.95 632.95 383.4± FG !40TE: COORDINATES EJ AND 0 ARE TO OUTSIDE OF BUILDING. "" ii,./' ~ ,I cl,,,9B CLO . COORDINATES N.105_9'NJ · E.501:19~1 CONC_RETE ~ON - CUTTER \ \ r\; \_ \ I ~A 1. ---'.I \ LEGEND 0 REMOVE EXISTING ASPHALT PAVEMENT AND INSTALL NEW ASPHALT PAVEMENT SECTION PER NOTE .5 HEREON. @ OVERLAY EXISTING ASPHALT PAVEMENT WITH 1• THICK ASPHALT PAVEMENT. - @ INSTALL 4" OF ASPHALT PAVEMENT OVER 6" OF CLASS 2 CALTRANS AGGREGAIT BASE COMPACTED TO A MINIMUM . OF -Q5% OF THE CORRESPONDING MAXIMUM DRY DENSITY (ASTM D-1557). 0 PROPOSED REINFORCED CONCRITE SLAB ON GRADE (SEE . STRUCTURAL DRAWINGS). · @ 3/4" GRADED CRUSHED ROCK 6" THICK PER SSPWC SECTION 200-1.2. I f ,· -'· ·1 ! ' ',' ·_ ·1 I I @ SAWCUT _ EXISTING ASPHALT PAVEMENT TO A SMOOTH STRAIGHT LINE AND MATCH GRADE WITH NEW PAVEMENT.. PROVIDE 5' OVERLAY WEDGE. 0 @ CONSTRUCT J' WIDE CONCRETE RIBBON GUTTER PER DETAIL 1, HEREON. CHAJN LINK FENCE 6' HIGH WITH 3-STRAND BARB WIRE PER SSPWC REQUIREMENTS, AND SDRSD M-6 AND M-20. CHAIN LINK FABRIC SHALL BE PVC COATED (BLACK), CLASS I PER SSPWC SECTION 206-6.3.2. POSTS, RAILS, BRACES, AND HARDWARE SHALL BE POWDER EPOXY COATED (BLACK). 16' WIDE DOUBLE LEAF CATE PER SSPWC REQUIREMENTS, AND SDRSD M-5. CHAIN LINK FABRIC SHALL BE PVC COATED (BLACK), CLASS 1 PER SSPWC SECTION 206-6.3.2. POSTS. RAILS, BRACES, AND HARDWARE SHALL BE POWDER EPOXY COATED (BLACK). I I DA TE INITIAL DA 1E INITIAL OTHER APPllOVAL CITY APPROVAL ·SJE GRADING PLAN C-2 .8•Z4..cv DATE APPROVED: ~LLIAM E_A-~MMER · · ,U/.FI&• h I':, ~.y pk -~ __ ___ /-z % • P4 DEPUTY CITY ENGINEER PE 28176 EXP. 03-31-06 DA TE OWN BY: w PROJECT NQ. I DRAWING NO. ~~ ~~~ : 3889 _ 409-68 EXIST. 30'1 Wl,T[R~ltff EASEl,lEfJT 1 ' I I I I I ~ ,!" I 7 "). I C)I I -I I I I I I I I I I L __ I I I j / I I -- l j . -/ _j___ . _______; I ' •Nt:OftPOfl:ATEO SCALE: t•-=10' -APPllOVEO BY .,J~b....:~"i! REGISTERED DATE J-U.-O'I -_,.,..,,.,.----------- ' . SURGE TANK . "' MATrnlAL AND WORK DESCRIPTIONS FOR ORAWING C-3: 0 RELOCATE EXISTING JUNCTION BOX FOR CHLORINE L!N£S. STUB UP EXISTJNG CHLORINE LINES IN RELOCATED JUNCTION BOX. @ REMOVE PORTIONS or EXISTING CHLORINE LINES l'ROM EXISTING CHLORINE JUNCTION _BOX TO NEW LOCATION OF CHLORINE JUNCTION eox. @ REMOVE AND REINSTALL INTERFERING PORTIONS OF GUARD RAIL />S REQUIRED FOR - CONSTRUCTION OF 16RW. . -"' I ;..-----;..;.;.::..:::c..c;_;__.::;;;;..;;~'~-:::.-'"··~----=··=+-------'~-'-;;-, 7 ([ ____ , ----- 0 2' -6"W x 4' -O"L PRE-CAST CONCRETE ELECTRICAL PULL SOX WITH HJ;)G TRAFFIC COVER, DEPTH AS REQUIRED. STUB UP AND CAP EXJSTJNG CHLORINE SAMPLE ANO CHLORINE ----INJECTION LINES IN PULL BOX. ------------ ® REMOVE INTERFERING PORTIONS OF EXISTING CHLORINE SAMPLE /IND CHLORINE INJECTION LINES. INSTALi,. TEMPORARY CAPS ON ENDS OF REMPJN!NG PIPJNG. : --. © 2' -o"W • 3'-o"L PRE-CAST CONCRETE ELECTRICAL PULL BOX WITH HOG 'tR-\FFIC COVER, O~PTH AS REQUIRED. · _ , · 0 INSTALL 20' LONG 6" OIA. STD. WT. STEEL. PIPE CASING. CENTER ON 24" WATERLINE (NO JOINTS IN CASING) -· -. ------ @ 6" 45' ELBOW AND 6"X4" REDUCER- @ 6"x6"K6" WYE. @ CORE DRILL 8" DIA. HOLE IN EXISTING MANHOLE. WITH NON-SHRINK GllOUT. . · INSTALL 6" DRAJN. . FILL ANNULUS @ LIOUID-nGHT FLEXIBLE CONDUIT FROM EXISTING TELEMETRY PANEL TO J-eox. CONNECT ro RESERVOIR D-1 .AND D-2 PRESSURE .TRANSDUCER CABLES. @ PROVIDE &' EXTRA CONDUCTORS IN JUNCTION BOX FOR CONNECTION BY OWNER. @ AT GRADE, 2 WIRE TEST STATION WITH ANODES PER CMl'ID sm. t:lWG. 11126. e -UPON COMPLCTION OF PUMP STATION BELOW GRADE RWS AND RWD PIPING, INSTALL _ NEW 3/4CLS AND 1 1/2CU PIPING ,-S SHOWN mil CONNECT TO EXISTING PlPING. @ 2'-6"W x 4'-0"L PRE-CAST CONCRETE PULL BOX WITH HOG TRAFFIC COVER. PULL - BOX SHALL 8[ 4' -0" OEEP (MIN.) WJTH TWO (2) 5" HIGH ADJUSTMENT RINGS LOCATED . AT TOP. • · · . @ UPON COMPLETION OF PUMP STATION BELOW GRADE RWS AND RWD PlPING, INST/;l.L NEW 2" WATERLINE AS SHOWN AND CONNECT TO EXISTING PIPJNG. @ EXTEND MF3 TO EXISTING UNDERGROUND SDG&E PULL BOX AS SHOWN ON FIGURE 1 N'PENDIX C OF CONTRACT SPECIFICATIONS. . ------ "D-2" RESERV01R 1.2~ W-3 PAJ E_EV. 384.C (RC:CLAIMEJ) . SITE COORDINATE DATA POINTE) NORTHING EASTING -C.G. EL.fV. OESCl!ll'llON 100 101 102 103 104 105 106 107 108 109 110 , , 1 I Ii 113 114 115 116 117 118 119 120 ,21 122 123 124 125 . ' ' I I /,1 // I ' I ' ___ _J --,..l ER !-G"--I -~ ' 390.00 566.00 566.00 566.00 550± 510.00 509.00 496.00 497.00 ol-33.75 o!-25.46 .590.00 •46.00 440.38 395.52 508.00 1508.00 488.00 "86.91 441.83 402.21 536.00 574± 511.00 508.00 496.91 LEGEND . t;,, .,, 0 670.00 NIA 665.00 376.00 656.33 376.00 20"x20"x20" TEE 629.00 376.50 •ELOW GRADE ea· 629.00 375.00 •ELOW GRADE 90' 665.00 376.50 45' BEND 629.00 375.00 45· BEND 651.00 -376.00 45' BEND 641.00 375.00 535.38 375.00 24" W1'E 526.66 375.17 BELOW GRADE 90' 651.00 376.50 90' BEND 641.00 375.00 45· BEND 635.38 375.00 45' BEND 628.34 575.17 [ELOW GRADE 90 650.50 CLEAN OUT 565.00 376.65 45· BEND 545.00 .l!76.09 45' BEND 500.00 375.19 -6" WYE 500.00 374.29 535.38 375.00 45' BEND 624.00 N/A ELEC. PULL BOX 665± 376.00 45' BEND 650.50 377.52 45' BEND 647.50 377.~ 45· BEND 500.00 CLEAN OUT - EX!STING ABOVE GROUND FACILITIES PROPOSED ABOVE GROUND FACILITIES EXISTING BELOW GROUND UTILITY PROPOSED BELOW GROUND UTILITY .EDGE OF EXISTING AC PAVEMENT EXISTING CONCRETE PAvtMtNT I I C-3 'AS BUIL TH SITE Pff.lG AND ELecmlCAL PLAN AP:!-O,VED: Wl,LLIAM E-~~MER &&4-. ~ 6~--~ /-22 .04 1----l---+tx--,,----.-..----=-.~=----------!----l----4--~-l-----J DEPUTY aTY ENGINEER 'PE 28176 EXP. 03-31-06 OATE I ''A.5-L!WIL.T.- DA TE . INITIAL . ENGJNITR OF WORK REVISION DESCRIPTION I ~ 48 hoursB[FOREexcavofion lh ,,...caoo)422-4133 . CALL Un&rground Service Aler! ~ . " . 'AP:.· 0 ',-,,_,._ ~,' EQUIPMENT BUILDING MECHANICAL PLAN SCALE: 5/8"=1'-o" PUMPING LiNJT PfRFORMANCE CONDmoN DISCHARGE IDT/>!. UINMJM . CAPACITY ll\ffll.flC HYDRAULIC (GPM] HEAD EfACIENCY (Fl] [i] ' 800 155±10 65 2(1) 1500 277 e1 5 2000 185±10 . 7,4 l,IINfMIJM SHUT-OFF H£AD 455 FT. SillCTED MOTOR SIZE 150 HP. ROTE: (1) 0£S1GN CONDITION WITH THREE PUMPS OPERATING • ~TEWAQT APPROVED BY REGISTERED lli!COftPOBATED I i I I re I I I I L.,,k;;,I MATERIAL AND WORK DESCRIPTIONS FOR DRAWINGS M-1, M-2, '-ND M-:5: --~ fl" RESILIENT WEDGE GATE Vf>I..VE WITH IWJD Wl-lEEL OPERATOR. jJl Q) VICTAUUC COUPLING, STYLE 77. @ B" PRESSURE RELIEF VAL.VE, SET AT 135 PSI. 0 IO"Xll" REDUCING ELBOW. @ 2o·x10· ECCENTRIC REDUCER, TOP 1,.EVEL (FLG. X PLAIN). © FLOOR DRAIN WITH CAST IRON GRATE ANO BRONZE STRAINER AfID P-TRAP (ZURN 2415 OR EQUAL). 0 150 HP VERTICAL TURBINE PUMPING UNIT, @ TWO (2) I" HALF COUPLING WITH 1" CORPORATJON STOP PER CMWD STANDARD DRAWINGS W9 AND W10. SET ONE AT 45" OFF iOP OF PIPE. ® @ @ @ @ e @ @ @ @ @ 12" SILENT CHECK VAL\ll:. STD. WT. CML, WSP PIPE SPOOL FLANGED x GROOVED END, SIZE AS SHOWN. 12" RESILIENT WEDGE GA1E VALVE WITH HAND WHEEL OPERATOR. 2o·x2o·x12· TEE (PLAIN X PLAIN K FLG.). 2o·x16" ECCENTRIC REDUCER. TOP LEVEL. 16" MAGNETIC flOW METER. 16" RESJLIENT WEDGE GATE Vf>I..VE WITH HAND WHEEL OPERATOR. 2o·x16" ECCENTRIC REDUCER, TOP LEVEL (PLAIN X FLG,). 20" SHORT RADlUS SO-ELBOW (PLAIN X FL.G.). 2o·x12· FABRICAiED STEEL DISCHARGE HEAD WITH ::io· CLASS "E" FLANGE. 30" CLASS "E" FlANGE. @ 1/2" TYPE K COPPER TUBING. PROVIDE A 2" AIR G,AP BETWEEN END OF COPPER TUBING AND DRAIN f'IPE. @ @ @ @· @ @ @ WELD NECK FLANGE, 150 LB, ANSI 816,5 18" RESILIENT WEDGE GATE VALVE WITH VALVE CAN ASSEMBLY PER CMWD STANDARD DRAWING W16. 12• RESILIENT WEQGE CATE VALVE WITH VALVE CAN ASSEMBLY PER CMl/l'!l STANDARD DRAWING W16. 12"K8" LONG RAOUJS REDUClNG ELBOW (FLG. X fLG.). FIRE EXTINGUISHER MOUNTED TO MASONRY WALL. CONFIRM LOCATIONS WlTH OWNER PRIOR TO INSTALLATION. FIRE EXTINGUISHER SHALL BE PROVlDED IN ACCORDANCE WITH SPECIFICATION SECTJON 10520. BlJTT STRAP PER STANDARD DRAWING. 24" CML&TC WELDED STEEL PIPE SPOOL (3/16" lHICK), TRANSJTION FITTING 25.375" OD X 24" OD 5/16" iHICK, 12" LONG (CML&:TC). 24 "X 1 6" CONCENTRIC REDUCER. UOUID-ftGHT FLEXIBLE CONDUIT FROM SOLENOID VALVE AND UMJT SWITCH TO JUNCTION BOX. 10" ORIFICE PLATE WITH. 7• DIA. 130RE PER CONTROL VN..vr MANUFACTURER. tO" RATE OF FLOW/PRESSURE SUSTAINING AND SOLENOID CONTROL V&VE, MODEL 10" 64JG-19BCSKC D/S AS MANUFACTURED BY CLA-VAL. MANUFACTURER TO VERIFY LOCATION OF ORIFICE PLATE. 16")(1 o• ECCENTRIC REDUCER {TOP-LEVEL. PLAIN END X FLG.). 10" RESILIENT WEDGE GATE VALVE WITH HAND WHEEL OPERATOR. 16" LONG RADIUS 90' ELl30W. @ CLASS :5000 HALF COUPLING WELDED TO ELBOW AT SPRING LINE PER CMVvTI STANDARD DRAWINGS W9 AND Wl 0, 2• CORP STOP (flP x MIP) AND 2" BRASS PIPE NIPPLE FOR CONNECTION TO IRRIGATION PIPING. @) 24" LONG RADIUS 90' El.BOW. @) 1/2" COMBINATION AIR ANO VACUUM Vf>I..VE SIMILAR TO DETAIL 5 ON DRAWING M-5. SET OUROMETER . AND NEEDLE RATING FOR OPERATING PRESSURES BElWEEN 5 PSI AND 20 PSI. PROVIDE 1/2"AV . PIPING TO DRAIN. . @) 20" STD. Wi. CML, WSP DISCHARGE HEADER. @ 12" STD. 't(T, CML, WSP PUMP DISCHARGE. @) 24" $TD. WT. Cl,,dL&TC, WSP SUCTION HEADER. . @ 16" STD. WT. CML&TC, WSP. @ RUNNING TRAP WITH ADJUSTABLE CLEAN OUT TO GRJ\VE. Zs!RN. JQSHAM,. OR. £OU&. . : . -. ., .-, . ' '),_·'• . i· _;~-. ·.; e AJR COMPRESSOR ANO 60 GALLON RECl;;IV[R. @) t/2" VOLUTE DRAIN FROM PUMP HEAD TO ORA!N WITH 2• AIR CAP. @ 18" STD. WT. CML&TC, WSP PUMP SUCTION. @ 2o"K2o·x20· TEE (PLAIN X PLAIN X PLAIN) "AS BUil f' M-1 @ CORE DRILL MASONRY WALL FOR 16" RWD PROVIDE 1• ANNULAR SPACE BETWEEN OUTSIDE OF PIPE AND BLOCK Wf>l..l. FILL ANNULAR SPACE WITH NON-SHRINK GROUT . PROVIDE 1/2" DEEP SEALANT AT OUTSIDE FACE OF WALL. tfi!'Pffu= e~:_~cfv 9-e-ae P.E. ~B/7' EXP ')-1 t·'Z0/0 CATE REVIEWED BY: lP~~ .. INSPECTOR 1-----I---t------~-------+--+--+-~f---i I SH1EOET I CITY OF CARLSBAD [sHErnl ~;:::::~~=-~E~N~G~IN~E~ER~IN~G::-::::D:::EP=A::::R:::;T:;:ME::N::::T===.!:~==8==: 1-----,---+----------------+---+---,---+----t IMPROVEMENT PLANS FOR: ENCINA BASIN WATER RECLAMAT!ON PROGRAM. PHASE U 1WIN D REC'!'Cl.ED WIITER PUMP STATION EQUF'MENT BUl1.DINQ MeCHAr-.cA.L PLAN APPRQ:JED: WIWAM £.,.EJ,~MMER ,<-f:{!-':'e~-,: ~1"727. h / •fl•O{, t------l----hr.;;,;;,-;:;-;.,o-+,;-----------c+---+---1---t---"1 DEPUTY CITY ENGINEER PE 28176 KP. 03-~1-06 DATE •IJS·BUILT" OWN BY: 'll,IW I PROJECT NO. j DRAl\1NG NO DA TE INITIAL DA TE INITIAL O By JCR CRHVWDK BY:: ~.. .,.889 4-09-68 REVISJON DESCRIPT!ON O'IHER ~PROVAL CIT\' ~PPRQVAL ~M ., DA TE tNJTIAL ENGINEER OF IIIORK [ II l • 0 I "' "' - ( PUMPING --ROOF-HAffiH ~ UNIT (TYP.) ( PUMPING UNIT (TYP.) I ROOF ROOF MOUNTED EXHAUST FAN (EF1) HATCH ROOF MOUNTED-, EXHAUST FAN , (EF2) •,------~ ROOF HATCH 4' -D"x5' -o· (CLR.) DOUBLE LEAF ROOF HATCH WITH SKYLIGHTS (TYP.) L7 ROOF HATCH r ROOF ACCESS Wn-lmrnirilll.'/ LADDER • CX) I CX) 375.00 CG r I"(/,.% 2 '-! V, ' 1-----'-----------------------------------------------------------~ -------~ -48 hours BEFORE excavation 1-(800)422-4133 CAil Undergruund Service Alert 36' -o· ROOF' PLAN SCALE: 3/8"=1 '-o• Kl!u:Gr:1! INCORPORATED APPROVED BY \l..,•l. --U ~~==---- REGISTERED ~GINEER No.~ DATE (-/6-0'f ~-' 1~,, 1/, ~~- - - ---- ,_ ' 7 I ' \ / ~ ROOF MOUNTED EXHAUST FAN / r;:::;====::=:==:::;-(' f., ~t, , ',, I ········· -~:::~==:::::::::::::::::::::~::::::cc::: t r DOUBLE LEAF ROOF / HATCH WITH / SKYLIGHTS (TYP.) .............. --'"---=r---------=-----~~ --- - - - __ ELECTRICAL PANELS g• -1 o· 10·-10· 2:J - - - - ~ ' '- - --- -· --- - PS2 OUT-OF- SECTION EL. 382± 12· ~ -3~0~··1--+--ri~--, ---_,-,. ~--,. --~, .~,-----_-, -.. -. _'..,.•,-.-+--, ', -.___ SUCTION CAN WITH REINFORCED CONCRETE ENCASEMENT 16RWS -- I \~ 1 ~(TYP.) 18" STD. WT. TWO PASSES)>--~~ MINIMUM ¼V ~ ' ' ' ' ' ~ I I l ' . ...,.._---.-, ·-._ 31. ID x 3/8" THK. STEEL PUMP I 11 CAN WITH 1 /2" THK. CML ) I I , l ) I i l I 4'-0" (30" NET INSIDE DIA.) EL. 370.33 (BOTTOM OF SUCTION BELL) EL. 368.33 (BOTTOM OF SUCTION CAN) BOOSTER PUMP SECTION ,. A ... SCALE: 3/8"=1 '-0" M-2 II AS BUil T" #&-?• e9rr,,,, 9-8~<28 P.f Z8{71(, EXP.,1·31-ai'[Q DATE REVIEWED BY: LVtlL;v, 1 ·~v g-1:,ct INSPECTOR DATE t----+---t--------------t----t-------if----1-------1 CTr] Cl\l,N2fiNG ~~~~N~AD ~ ::===:::'...===::::::::::::::::::::::::::::::::::::::::::::::::::::::::=::::'....:::=::::::: ff\ 11/18 · BUILT" DATE INITIAL DA TE INITIAL DA TE INITIAi. ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: ENCINA BASIN WATER RECLAMATION PROGRAM, PHASE II lWIN D RECYCLED WATER PUMP STATION EOt.-..elT B1 otfQ IEOWIICAL Pl.AN ND8ECT10N APPRO,~Q:,. ~LLIAM E-!:f MMER df:Gfflt I": ~· """" ~ l•1Z· Q4 DEPUTY CITY ENGINEER PE 28176 EXP. 03-31-06 DATE DWN BY: TMW I PROJECT NO. I DRAWING NO. ~~~ ~~: ~ _ 3889 _ 409-68 I I / ... ,., .... - ----~ ---d MITAL ROOF DECK WITH -8UILT-~P ROOFING - - ----------- f-~? c:>'.±f.=.' ~~ '· ..,,.,,--,,. -' . , ":,· ·y,._<cf ,_ -,u:;_ r ( .. , ............... --'-----,-'' '' • ... ~,-,(.","l'.,c;:H,n;r, ·o<.=k>S"~ I .... H~ -, l -_, - f--------'----- et-on -10' -2· 10'-6" f- ~ ----- - -'----- -- -- - ~- 11t-® 0 18° f------- -ELECTRICAL PANELS ~ --1 -385.0 ✓-_ [)< -~ 1--f-} ' -BPR f- EL VARIES -- CG I ' -- (SEE GRADING PLAN)'\ -FF 382.50 f-----I @·-· ' i-1/2AV .,.,-PS2 f- IISl'HALT PAVEMENT \ -I 1/2" EXP. JOINT PS2 OUT -OF --------. C-- \ \ -" \. I SECTION .. ; ·j, • ' • ' '" . .'; " EL 382± -. •-· -• I -::::: X,Y;,Vi,%,¼!.¼·. ~-~%'1/tfl-0 ' / ./'.>,'{~-~/~~',, r::i< D ';:x V ·, ~-,SY N . ':v" . -' ~~1: , ;> ,'.-, I 4 > I J . //-~· -• ,-a-· ~%~ ~-~ ~ -_ ' --•• w -SJ.OP£ '-';: Y.-~~ ''(<§ I 1% :l~Z%" ~ ''"·•· -~// <,;,· -~}$ff; ""~.. . . (-.\.~~<-. A I -~?~(' v", ,,. " I ' ---I I 12· r1 I ' I ,:...; " . 0 ' ) 375.0 ~-CG -r..r:::. ~-[X 4. --1-2PR--------------------.,. \. ~- 375.0 CG ~ 48 hoursBEFOREexcavafion ~ -t-(800)422-4133 CALL Underground Service Alerl I ----------' )._, 0 ' . -,'.l. .. -~J . A . PRESSURE RELIEF VALVE SECTION S.CALE: .5/8"=1'-0" .._M-1, 21'-2" ----------------' 35 @ \ , fe G PS2 32 -PS2 .386.0 CG · FG VARIES, SEE owe. C-2 r TERMINATE CMC 6" . G ___I_ ABOVE GRADE {TYi'.) 1-:::::::j j:::::::=:::~-' ::;:; .. ~. •=E· ~-==·· =· ===~~--W~·-1;,;·. . . II-(Is' 1 I , ' 378.14 CG • • . I 1-··t·_;,-· ' .C118 18"± 16RWD 376.5 CG 'RECYCLED WATER PRV OETAil SCALE: 3/8"=1'-0" J , ! : , . ) 1-: ". ,, ~ ~ •• I -'-- 385.00 , I ' CG f-------+ - j @ I •. I ' __I TERMINATE C -ABOVE GRADE MC 6" (TYP.) 380± ----FG . ✓{/.<.::«: I ·>;-./',V~-f ~ "• ·, " <· PROVIDE 2' ~ 12· • CUT-TO-FIT \ n I ~ , .376.00 ~RWD-' L _ _l __ I -t6RWO _I --CG -- I ~ \ ( ~ 47 SECTION SCALE: .3/8•=1•-o· REMCVC EXISTING 10' PVC PIPE 5' MiN, 3' 10" CflHAINTEED PVC RlcPAIR COUFU~G WITll RCSTIIA1NINC SYSTEM PEii. M1'NU, ACTIJRCR'S IIEC°'4"tNPA TIQNS PLAN (MJN.) 10' PO DI <15" BEHO WITH ANCHOR BLOCK FER OElAI~ LLl \lV Ill" PVC PIPE '--16RW INSTAU. CAP ON EXISTING lo" PVC PIPE o\NO A~ANDON IN Pl.ACE 10" AWWA ceoo PVC'"\. PIPE (CL lliO) =+ \ t!l;ORW.. c..=ij,',-.,_!......,.. -,k,......r.. ___________________________ - ---..... -------------------------- 5 fO" AWV,A ceoo PVC , · PIPE (CL tell) BASE INFORMATION FROM DETAIL 2, SHEET 16, DRAWING No. 391--8. BY DANIEL BOYLE ENGINEERING, _DATED 7/29/02. . 1 O"RW PIPELINE ABANDONMENT DETAIL N.T.S. J.OTES: 0 REMOVE 10" RWrN. 45" BEND. AND CONCRETE ANCHOR BleOCK, @ INSTALL 10" DUCTILE IRON BLIND Fl.ANGE. @ REMOVE 1 O" AWWA C900 PVC PIPE. G) REMOVE 10" 45" BEND ANO CONCRETE ANCHOR -81.0CK. @ INSTALL 10" DUCTILE IRON SOLID UJ CAP ON EXISTING ~ 10" PVC PIPE AND ABANDON IN Pl.ACE. · . "AS BUil T" &i.Zd1,.;.t:£?6,#i,,.,.,_ P.F 2&-n EXP. $·JI-Zoro REVIEWED BY: (v~t~~/ INSPECTOR M-3 9-fJ-oB OAT£ DATE [SHml CITY OF CARIBBAD [sREIBl t----il-----+-----------------1---1-----ll-----l------..J L_gj ENGINEERING DEPARTMENT ~ ~IM~P~R"'O~VE~.M~ENT~~P~LANS~~F~OR:::::::::=::::=::::::::::::::::=::=.:::::::::::::::::::; £NCJNA BASIN WATER RECLAMATION PROGRAM, PHASE U TWIN O RECYCLED WATER PUMP STATION K.QIEGEQ Edl.JFMENt BUI _______ !3Y!!.DING MECHANICAL SECTION ANDDETALS ~TEWAQT \MCORP.OR.-.TED Af'PRJ~D~\'i1LLIAM E.~MER .;U/~-o t', ~~-r /•2Z •04 l-----t--+-,.--.,,/JcaS-,.---·B=l/.-,,'/l'"T..,",-----------1---4---'---4---l DEPUTY OTY ENGINEER PE 8176 EX!'. 03-31-06 · DATE t-M'_P_R_D_VED_BY_r~-'Sl.·t:J--J'f!-._j';;rI"1--,,-r----""""'1~o""'A-=TE➔-=IN:::lll:-cA,--L -l-LlD~:!2.'d.!!c~---------...J__..'.D-ATE_.J_IN_lll_A_L LD_A_TE_J_IN_lll_A_:LJ OWN BY: TMW I · -PROJECT NO. I DRAWING NO. ~ o DATFl-1{,·o'f ENGINEER OF woRK REVISION DESCRIPTION oJHER MROVAL CITY APPROVAL ~~~g ~~~ ;:;: _ 3889 _ 409-68 l602 Umveratty IIM:. • ~de. CA. 12e,01 • 108-9.4-&0C . ------------.-~-. - ---'---'---'-c---+------------· ---,, / / ! 1 ) ' • I J ! E \ ' 14 II " • ,, ~ " " ... " " • " • " N " -. ' • • I • • • • l • • L.£V£L PROBES I 65" 7 60" 6 ©50" I ' I ' I + 4 40" I I 3 35• I , I " ·.<f • ' . .. ... .:I .. • • .i ' • • • ... . 4l, ' -" SURGE TANK • • • 6-#6 BARS EQUALLY SPACED (1YP.) NOTE: --- fOtiNDATfON DIMENSIONS AND REINFORCEMENT ARE TYPICAL FOR EACH VESSEL SIJPPORT ( 2 TOTAL). SURGE ARRESTOR DETAIL APPROX. LEVEL AT PRESSURE. co'NTROL SET POINTS ./ Sl6" DIA. SURGE TANK 3) 54• 95 PSI 2 51.5" ----STOP PUMP 90 PSI 1 48" HGL 570 HOLD LEVEL ,t eo PSI ' \ (2) 43.5" START PIJMP 70 PSI NOTI'.S: (1) Af)JUST PUMP ANO NUMBER OF PUMPS TO MAINTAIN PRESSURE AT 60 PSI. (2) TIME DELAYS FOR MlNTMUM RUN. (3) PRESSURE'. lfill£r SrTT!NC lEVEl PROBE DESCRIPTION: 1 C-3 L.£Vtl PROBES OWNER TO ADJUST l/PON START-UP OF MAHR RESERVOIR 06_0_·_~ 56" 6 >--------+---- ©-48_" __ --+----~ 40" 4>------+------ . . . -··-·-· .0 .. . • .i . • '. ••.•. .:I - INITIAL CONDITION WITHOUT MAHR RESERVOIR 0 GROUND PROBE ® SPARE PROBE _@ LWL .ALARM PROBE @ STOP AIR PROBE © ADD AIR PROBE Q) HWL ALARM PROBE .SURGE TANK ULTIMATE CONDITION WITH MAHR RESERVOIR . . . 48 hou.rsBEFQR[excavation 1-(800)422-4133 • CAI.I. Underground Service Alert ' . . . --.------. . ·. ---- © LWL TANK EXCESS AIR PROBE SURGE TANK SCHEMATIC R.T.S. . . ' •-• ,. ' ' ' . • 96" DIA. SURGE TANK 50?. VOLUME (NORMAL HGL 570) ,'-\\\SN ;}f ... ~ lo, 6'1220 :; qi. 9-ll-lli t'ffl\. • fe TC 382.85 .. .... :· \ ..... · . • I 2LL:!0 ~:!:: =1 ±~~~k=:!::¾~~~ • • • C.J. • · . .·• ~~~1/.< • • • • 12" .,,,.0.f- • • • 6~ 16 BARS EQUALLY -1----_J.,-< SPA!'.:ED (TYP .) 1--__.i-~--16 0 12· o.c. TOP AND BOTTOM EL. 377.60 NOTE: FOUNDATION DIMENSIONS ANO REINFORCEMENT ARE TYPICAL FOR EACH VESSEL SUPPORT ( 2 TOTAL). SECTION I .... I C110 ------~ I (is) 19 I r----~--~J.:_--t::H-" s AIR FLOW J/4CA If-fr!! J \_1CA ~~ AIR COMPRESSOR AND 60 GALLON RECEIVER CONCRETE EQUIPMENT f'AD Cl 11 :S"J i I I Al.ITC ORAJN VAL'lt. (FURNISHED WITH RECEIVER) AIR COMPRESSOR SCHEMATIC DETAIL R.T.S, .0 N ! OUT OF c!:, SECTION i \_ SUPPORT WITH UNISTRUT ? i I EXTEND PIPING TO 2" DRAIN, vi PROVTOE 2" AIR GAP BETWEEN COMPRESSOR DRAIN AND 2" \ DRAIN J . 6--PF5 l FIN/SHED FLOOR /, /. MAlERIAL ANO WORK DESCRIPTIONS f'OR ORAWfNG M-4: 0 10,000 GALLON SURGE TANK 28'-6" LENGTH* X e·-o· OIAMEJER•, WORKING PRESSURE 175 PSI (MIN.). @ STEEL LIFTING TABS. @ 14" X 1B" MAtmAY. 0 4" CATE VALVE AND DRAIN PIPING, WITH BLIND FLANGE. © PRESSURE GAUGE, 200 PSI WITH SURGE DAMPENER. © 1/4" NEEDLE VALVE. 31.6 ST. STL. (V 1/2" DIAMETER HALF-COUPLING waDED TO SURGE ARRESTOR. @ 1" DIAMETER HALF-COUPLING WELDED TO SURGE ARRESTOR. ® NOT USED. @ SIGHT GLASS ASSEMBLY, 60"± LONG. @ I" BALL CHECK VALVf. (2 TOTAL). @ 3" FLANGED CONNECTION TO SURGE ARRESTOR WITH LEVEL PROBE fV.NGE AND INTEGRAL TERMINAL -BOX. · . · @ 1" EXTRA HEAVY HALF COUPLING WELDED TO TANK SI-\ELL <B) SAFETY RELIEF VALVE (BRONZE), FACTORY SET AT 150 PSI. @ UNfSTRUT PIPE SUPPORT SYSTEM SIMILAR TO PS-3. USE DOUBLE . STRUT IN UEU OF SINGLE STRUT. '. . ·.· :L '. . @ 1s• FLE~1BLE COUPLING WITH LUG Pho THREAD Roo RESTRA1N1NG SYSTEM. USE 304 OR 316 STAINLESS STEEL FASTENERS. @ 1 • AIR RELEASE SILENCER. @ 3/4" AJR FlLTER WITH DRIP TRAP •. @ 3/4" PRESSURE REGULATOR WITH PRESSURE GAUGE. @ J"x3"x1/4" THK. ANGLE, J' LONG. WELD ANGLE TO SURGE TANK AND ATTACH UNISTRUT SUPPORT TO ANGLE. . @ 24" DIA MANWAY. @) STAINLESS STEEL l3ALL VALVE (TYP.). @ 1" SOLENOID VALVE. @) 3" FLANGED CONNECTION WITH BLIND Fl.ANGE. 1" CROUSE-HINDS L.B . C116 OR C117 6" BUND FLANGE TAPPED FOR 1" THREADED COUPLING 6" 01A. STD. WT. r t-rr-~,t-,r FLG. x P.E. SPOOL ~ >-v--I /EXIST. RESERVOIR ROOF • 0 I . - I REPAIR RESERVOIR COATING, INSIDE ANO OUTS1DE PER COATING SCHEDULE, SHEET C-5 ----------TRANSDUCER CABLE CONTINUOUS FROM TRANSDUCER TO CONTROLLER (NO SPLICES) -----1• SCH. 40 HDG CONOUTT ULTRA-SONIC LEVEL TRANSDUCER NOfE: SEE OWG. C-3 FOR LOCATION ANO ORIENTATION. LEVEL TRANSDUCER DETAIL N.T.S. tv1-4 ., AS BUil T" -------- ~~ t'~.,,, :J-8-oe P.E. Z6':Z EXP 3.·3(-/!Qn DATE REVIEWED BY: w~,~~ INSPECTOR 1---4---+------------!---+----lf----l---'-I ~ CI'\X~N2!NG ~~ffl?~AD . I SH~~TS I 1----+--+---------------------+--+----t :=,MP:::::::RO:::;:::::VEMENT:'.,=::::::::::=P;::LA==Ns=;::F=o==R:======~===:::: KRIEGER ~TEWART INCOitf>OltA.TtD DATE I-H.-04 ... ENCINA BASIN WATER RECLAMATION PROGRAM, PHASE: ft TWIN D RECYCLED WATER PUMP STATION SURGE AffiESTQFI AND MISCB.1.ANEOUS OETAD.S A;;~~~u?.~~;~< l·Z2-p4 1-----l---.JL'-.,_'~'A.,.,,~"--"'l3."''!l,"'VL:.<T_" _________ -i----l'---+----l----i DEPUTY aTY ENGINEER PE 28176 XP. 0:5-:51-06 DATE DWN BY: PROJECT NO. 1 DR. A. WING NO. DATE INITIAL DATE INITIAL CHKD BY 1-0..:.'IHER...=.-APPR.L.:.:O-'--VAL~f--'-"Cl~TY"-APP--'-R-O-VAf.--,I RVWD BY;~~ 3889 . 409-6B DATE INITIAL ENGINEER Of WORK REVISION DESCRIPTION . . .. . " .. ' . ' - -~ '·· -~::r 0 :E wCi> e. ~ ~ is I I en tD . •.. I e-~• r------i 1 , v2· 1\'P. 7 r r$ -1_,_,_______,_. .. , ~-. ~ lYPE PIPE SIZE A B C D(2) PS-1 2 Y:,",3",3 Y:,. 2 Y:,. 9• ¼" 1 Y:,. OR •·.s· 3• 10· ¼" 2 ½" PS-2 8", 10·. 12· 3" 10" y, 2 ½" -lB/2 ~ 14",16" 4• 12" l,i," 3• PS-2 18",20" 6" 14" 1/•" 3 y,• BASE PLATE 24",30",36" 6" 14" ¾" 4• '=: . CONC. PAD:, 9• THI<. AND B + 6" SQ. MTN. NOTES: ' 1. WHERE LOCATED UNDER Fl.ANGE OR VALVE USE P$2 SUPPORT WITH $ADDLE RADIUS TO MATCH FLANGE OR VALVE BODY. 2. FOR PS1 U-BOLT SUPPORTS USE DIMENSION •t,.• IN LIEU OF "O". PS1 -PIPE STANCHION WITH U-BOLT PS2 -PIPE STANCHION WITHOUT U-BOLT E ¼" ¼" v,· v,· y,• y,• REMOVE EXIST. END CAP, THRUST~ BLOCK, AND AIR VALVE. CUT AND REMOVE PORTION OF EXIST. 18" 376.00 CG r lNSTALL BLIND FLANGE AND HYDROSTATICALLY TEST Pl.ANT PIPING PRIOR TO CONNECTION TO EXIST. 18RW 8'± I I PROVIDE 2' . CUT-TO-FIT 2o·iao·x20· TEE PIPE AS REQUIRED. \ ~--:-<:' 18"-45· D.I. ELBOW (FLANGED x MJ) - EPOXY COAT EXTERIOR AND WN<. \ BUTT STRAP PER STD. r 20"'•16" ECCENTRIC REDUCER TAPE WRAP RESTRAINING GLAND --- DISCHARGE PRESSURE ---.___ SWITCH WITH OIL °"' ALLED DIAPHRAGM SEN.. °"' ·, SET FOR HIGH PRESSURE {125 PSI INITIAL SETTING) 1/2"11 110-ELBOW ------------- 1/4• ST. STL. -. ---....___ NEEDLE VALVE SLOPE=0.0104 DWG. DETAIL SCALE: 1/2"~ 1' -o• _,.__!, 6_RWD __ ·"', ' , 376.00 CG NOTE: EXISTING CONCRETE THRUST BLOCK AND AIR VALVE AT END or 18"RW PIPELINE NOT SHOWN FOR CLARITY. / . OISCHARGE PRESSURE SWITCH WITH OIL FILLED t)IAPHRAGM SEAL SET /. '.f f"OR LOW PRESSURE TO ' 'SENSE PUMP FAIL 4°x3" NIPPLE ~---~§~3 I~ COMBINATION AIR VALVE,-~ { 40 PSI INITIAL SETTING) APCO MODEL 149C, OR EQUAL I t:;:;::1-----1 / 4" BRASS THREADED PLUG ~==IO::::='£J (fvP.) 4° FLANGED GATE VALVE WITH ~~ HANDWHEEL ~----1/2" ST. STL. BALL VALVE . . . . --4° 90" ELBOW --WIRE CLOTH, 22 GA .• Bx8 BRONZE OR .llRASS FASTEN lif,!H S,~-CJ.AMP ~•x,.6" tilPPLE PRESSURE GAUGE----~- 0-200 PSI WITH SURGE DAMPENER 1/2"¢ CROSS _______ ./ 1/2" CORP STOP-----~- (FIP,MIP) 1 ---~ 1/2"1l•2" NIPPLE ,,,--CLASS .3000 HALF COUPLING / WELDED TO DISCHARGE PIPE --:;~r.;,,,~' PER CMWD STD. DWG.'S W9 AND W10 .----PIPING PER MECHANICAL .-----PLANS NOTES: 1. UNLESS NOTED OTHERWISE, Al.L PIPING AND FITTINGS SHOWN SHALL BE STD. WT. SCH. 40. RED BRASS, PAINTED. 2. AIR VALVE SEAT AND NEEDLE OUROMETER HARDNESS TO BE SELECTED FOR 40 TO 125 PSI OPERATING PRESSURE. 2• 90" ELBOW ------~'If?~~ill -------2" 90' ELBOW 2"x:i• NIPPLE .,_, ___ WIRE CLOTH, 22 GA., SxB BRONZE OR 2" COMBINATION AIR -BRASS FASTEN VALVE WITH S.S. CLAMP 2"x6" NIPPLE 2"x6" NIPPLE -----_ __ , 2" CORP STOP -----------WELDED TO DISCHARGE PIPE / CLASS 3000 HALF COUPLING {FIP,MIP) -__ .f'n PER CMWD STD. DWG.'S W9 NOTES: " AND W10 ~ PIPING PER MECHANICAL PLANS 1. ON LESS NOTED OTHERWISE, ALL PIPING AND FITTINGS SHOWN SHALL BE STD. WT. SCH. 40, RED BRASS, PAINTED. 2. AIR VALVE SEAT AND NEEDLE 01.JROMETER HARDNESS TO SE SELECTED FOR 40 TO 125 PSI OPERATING PRESSURE. 2" COMBINATION AIR VALVE DETAIL N.T.S. 2" 90-ELBOW ::-__c-_ . --2"x3" NIPPLE ~- ([fl) 2" NIPPLE, LENGTH AS REQUIRED '"--2" 90' ELBOW I 2" COMBINATION AIR ------- VALVE 2" CORP STOP -~ I I ------, ~ 2"x4" NIPPLE (FIPxMIP) ---.............._ ......._,.,..._ CLASS 3000 HALF --- COUPLING WELDED --...:):::::,!" TO DISCHARGE PIPE PER CMWO STD. OWG.',;; W9 AND W10 PIPING PER ~-- MECHANICAL PLANS I -2AV ---PROVIDE 2" AIR GAP m. BETWEEN 2AV AND 4D w--4D ""'"" "'"' I STRUT PIPE'-- CLAMP , r NO, or PIPES/CONDUITS PER DRAWINGS PIPING PER MECHANICAL PLANS 4" COMBINATION AIR VALVE DETAIL NOTES: 1. UNLESS NOTED OTHERWISE, ALL PIPING AND FITTINGS SHOWN SHALL BE STD. WT. SCH. 40, RED BRASS, PAINTED. " 1 5/8" SQ. STRUT ~ 12 GA. STL. ---"'----1 5/8" SQ. STRUT .+, --ti, PROVIDE CORNER , o , IINCLES OR USE ,,.,..--BOLT BASE TO it", ~t,_. STRUT, USE STRUT : . : CHANNEL BRACKET 1 Q I LOCKING NUTS I I I I All 15" SQ. COLUMN BASE FOR SLAB MOUNTING L/ W/ 3/B" S.S. EXP. ANCHORS 3" EMBEDMENT G.Jl '-3/ 4" GROUT PAD TYP. / / (4 TOTAL) J ,.,-1 5/B" SQ. STRUT , .1,--STRUT PIPE CLAMP WALL ,,-PIPE OR CONDUIT ,, AS SHOWN -~ ANCHOR WITH 3/B" S.S. -~ EXP. ANCHORS, 3" EMBEDMENT NOTES: Ill 2' -o• O.C. MN<.. AND 3" FROM EACH END 0 ~~ --BOLT TO WALL WITH 3t8" S.S. EXP. ANCHORS, 3 EMBEDMENT. PROVIDE 80LTS C 2' -0" O.C. AND 3" FROM ENDS. 1. UNLESS NOTED OTHERWISE, ALL MATER!AL SHALL BE STEEL STRUT CHANNEL AND COMPONENTS SHALL BE HOT DIPPED GALVANIZED. 2. STRUT SYSTEM, INCLUDING ALL COMPONENTS, SHALL BE f,,S MANUf'ACTURED SY UNISTRUT, 8-UNE, OR EQUAL. 3. PROVIDE DOUBLE STRUT WHERE REQUIRED FOR LOAD OR CONFIGUAATION. 4, ALL CUT ENDS or STRUT SHALL BE GROUND SMOOTH AND COATED WJTI, COLD GALVANIZE REPAIR COMPOUND. PIPING/CONDUIT STRUT SUPPORTS {PS3) N.T.S. ~ 48 hours 8-[FORE excavation llY' 1--(800)422-4133 .CALL Underground Service Alert . ' .. ' .. NOTES: 1. UNLESS NOTED OTHERWISE, ALL PIPING AND FITTINGS SHOWN SHALL BE STO. WT. SCH. 40, RED BRASS, PAINTED. N.T.S. 2. AIR VALVE SEAT AND NEEDLE OUROMETER HARDNESS TO SE SELECTED FOR 5 TO 20 PSI OPERATING PRESSURE. DUAL PRESSURE SWITCH DETAIL EXIST. RESERVOIR STEEL SHELL s·-o· 1--1-2-.--,-IN-S_U_LA_T!N__,G FLA·-_-NG-_E_S_IM-TLA_R ___ ..,.; 11/ 20" RESILIENT WEDGE GATE VALVE 2" COMBINATION AIR VALVE DETAIL ([fl) N.T.S. 1/2•11 90" ELBOW - 1/2"tlx3• NIPPLE ---~-, 1/2" AIR RELEASE VALVE -~-~ (PRESSURE RANGE 5-20 PSI) 1/2"11x2" NIPPLE ------~• 1/2"11 CROSS -------~1 1/2"•1/4" BUSHTNG ------.1..,,_. LOW SUCTION PRESSURE SWITCH - WITH O!L FILLED DIAPHRAGM SEAL 1 / 4" ST. ST\.. NEEDLE VAL VE __,.,,.,.--- t /2" ST. ST\.. BALL VALVE -------- r 1/2"11•4" NTPPLE 1/2"11 90" ELBOW )F,lJ:::±~, r-1/2AV (TYPE K COPPER ' TUBING) 1/2"x1/4" BUSHING 1/4" ST. STL. NEEDLE VALVE ~-1/2"tlx2" NIPPLE 1 /2"•6" NIPPLE ,~ 1 , ,,,-CLASS 3000 HALF co_uPUNG / WELDED TO BORED PUMP PUMP HEAO ~~ , HEAD FLANGE , I '--------, PROVIDE 2" AIR GAP f----------..l....J,!,L--,1 ] I BETWEEN 1/2VD . . t==============:::::====~:::_,-ll--_ _j__J_-'-,..L_~ --t-1-AND 2D PUMP CAN FLANGE _J l/2AV PS3- h.-~~-~\~___._I I 1·--20 NOTES: I I 1. UNLESS NOTED OTHERWISE, Al.L PIPING AND FITTINGS " -~ 'f SHOWN SHALL SE STD. WT. SCH. 40, RED BRASS, PAINTED. '-OUT-OF-SECTION 2. AIR VALVE SEAT ANO NEEDLE DUROMETER HARDNESS TO BE SELECTED FOR 5 TO 20 PSI OPERATING PRESSURE. DETAIL coo N.T.S. ' ' .. . . ; I / TO CMWD STD. OWG. W31 /1 WITH HANDWHEEL OPERATOR i -I< 20" STD. WT. CML, WSP PIPE, ---20" WELD NECK FLG. ", \ FLANGED x GROOVED ,END ~ 150 LB, ANSI BT 6.5 / / _,.,..,.,,,,.,, " . I 1---''-t'l-l.......l -~ Ill Ill Ill 11- 111 Ill Ill , .. _.,. .... · . . ,-PS2 (TYP.) 2DRWS 384.5± CG_ _,,,.,-20" LONG RADIUS, / STD. WT. 90" ELBOW ,,,/ r--TE_ RM_ INATE CMC 6" ABOVE __J_ GRADE {TYP.) --=- N.T.S. I .f ,..,~ 3/4" THICK REINFORCING PLATE, CURVE TO FIT TANK RADIUS 8 --TRANSmON FITTING 21.375" OD ~ ~ 20" OD 3/16" THK., 12" LONG (CML&TC) .1 "' AWWA CML&TC f YISP (3/ 16" I THK. MIN.) ~L . I I I )---------- -------20" CML&TC WSP SPOOL · (J/16" THK.) ,,..,---BUTT STRAP PER STD. DWG. -------- O' - 1 I _____ PROVIDE 2' CUT -TO-FIT REINFORCING PLATE DETAIL NOTE: SCALE: 1•-1•-o• REPAIR EXIST. RESERVOIR COATING, INSIDE AND OUTSIDE PER COATING SCHEDULE, SHEET G-5. .PROVIDE 2' CUT-TO-m M-5 20RWS II AS BUil T" RESERVOIR CONNECTION DETAIL 7 . '1'70:nr+t ~8-08 P.E. i8/7v EXP ,1-3/-?® CATE REVIEWED BY: SCALE: 112·-1·-o· C-3 lt)~ l / INSPECTOR ~ KRIEGER ~TEWART INCDRPORA.T£0 REGISTERED . ' ' .. [sHEEfl CITY OF CARLSBAD I SHEETS I ~----+--+-----------------l'------4----aai--+----t L__!±j E'NGINITRING DEPARTMENT 38 1------l--+------------------lf---+--l---+----I :=IMP::::::R:::::O=VE~M:::ENT::::::::;P::::LANS~~FO::::::R:::::::::::::::::::::::::::::::::::::::::::==:::''..:::::=~ ENCINA BASIN WATER RECLAMATION PROGRAM, PHASE U 1W1N O RECYCLED WAlER PUMP STATION USCB.LANE0US DETAR..S DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OWN BY: ]MW PROJECT NO. · I DRAWING NO. t-:Dc:.:ATE:.::__.i...:.IN::.:lllc::AL=--t-....:D:::A:.:.:TE:.......Jc.:INl=.TI:::AL=--1 RCHVWDKD BBYy'., ;:;: 3889 409-68 OTHER APPROVAL CITY M'PROVAL - . ' ' .. . . .. TP 382.34 ' \ \ .. :' 1 ' A-4 6" THK. CONCRElE SI.AB WI1li V #5 0 12" O.C., EA. WAY ___ _,,. SUN CONlROI. DMCE NlOVE """'\ T ! , ;-~;-~--------------------------t-------------1 w32 TP 382.04 I I I I / TC382.04 j I I \< 111'; I I l \ I I / I I TC 381.92 rr--/s::".:~0~'-_.._._-:;f------r"'-7--r-r-1·'---r-r-T...:1"'"-r·-7-7--,"'-r-,-,-,"'-,r-,-,--+---r----i--r-...dt.,---"T""-.:¥'---------J1 I ;~,;}~/.:,, .. :: .. i 1---r __ l_..__.__l.....1.l_-.1.._....1...._.,L__1...--l.l_--1,.----..Jl __ 1-I_Ll---1I __ Ll-1I __ Ll_jlL_J_I __ Ll-1 _ _j__..l.__L_L_J~_j '---'I.. ''"'•4;,;., 1 I \ I I I I I l \, • ·';. I e, .>OL.34 I \ TC 382.46 TC382.34 • :i' .. . ~ N . ;, N . .:•~ ·: I k-,.. TC 382.4' ~ .;'., .. -. RAISED OJNCRETE ~ INACTIVE DOOR LEAF I\ Ii=== \===l~P FF 382.50 6" THK. OJNCRETE SI.AB WITH #5 @ 12" O.C. ~ EA. WAY ~- 0 t::~ ~ ~ ,/ ; I I I I FLOOR PLAN SCALE: 3/8" = 1'-0" I 1 1/2" THK. EXPANSION JOINT MAlBUAL AROUND OJNCRETE ENCASEMENT (TYP.) TC 382.75 (IYP.) / I ' ~ .. ---·-. - ! }/ 7 I ' TG 382.37 PAD. TC 382.79 ---\ /, 7 ; · . FF 382.50 FF 382.50 &~ J, 0~ .-; ~ ~u ~/ FF 382.S0 I I I I I I I I I ' " II b.... © 18'~ ' 42'-0" . / FF 382.50 . .. ~ --~-· I I I I I I I ~ ' I ' . _TG 382.37 _ 1-- ~ ~ ~ FF 382.50 ··-. I--. . . ·-. I I I I I I I I I II II © 2'-8" 2'-8'' I I 10 I I I I l C.J. .•. " ,:" ...... ··: =~ . _ .. -~. '~-_: ~:: , ..... -..: . •:""· .. ... ,. : ... ~-......... ·. _ ••• ::·,.'-I" .... •, •·. . ·.-~:}:;/;}/;)f i3~ii~}: TC382.46 6'-0'' TC382.34 A-1 "AS BUil T" .(':e#s. t'B 7 fri1 .9-8-0B P.E. 2817', EXP 3-3/-2'4'0 DATE REVIEWED BY: ~~~ DAlE i-----t---t-------------+----+----+-~f---l [jTI CI~XIN~!NG ~~~N~AD w ~ 48 hoursBEFQREexcavation lh 1-(soo)422-4133 CALL Underground Service Alert ~ILLIS \SJASSOCIA TES ARCHITECT&,INC. 2900 BRISTOL SUITE~S COSTA Ml;,SA, CAUFORNIA 92626 TEL: 714 668 1260 r --/"',,FAX: 71+668-4265 APPROVED BY \ •. /JI i. /\, J • REGISTl!Rl!D AROilTECT No. '-,:-7fr,: DATI! 1-15-04 KRIBGfR ~«1--------~- t£, TEW ,\QT INCORPORATED I//\ "At;-BtJIL! II .3602 University Ave.· Riverside, CA. 92501 , 909-684-6900 DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: ENCINA BASIN WATER RECLAMATION PROGRAM, PHASE 11 TWIN D RECYCLED WATER PUMP STATION EQUIPMENT BUILDING FLOOR PLAN A~~RQV.ED: W~LLIAM L_..El,?MER ~~?/4#»2 ,,,,; ~,,, :via -= DEPUTY CITY ENGINEER PE 28176 EXP. 03 31 DWN BY: STAFF I PROJECT NO . CHKD BY: JP ,.889 RVWD BY: ..,, l·'2Z-o4 06 DATE I DRAWING NO. . 409-6B I / 1041504 \ ~ 48 hours8£rOREexcavalion Lh-1-(800)422-4133 CALL Underground Service Alert 11·-1-· -----STEEL IIAOONG ·= llE\'0ND ~--CMJ -COLOI!. 2 / r"i;,_FAfllllCATED SUN SOIEEN ,------UMESTONE CQPi,.; ---Dru -CllLClfl 1 r CM) -OOl.OP.3 ======~r ·-··· .. ' , .. ~--. ! --1------------..lr !t .. ffl -l1Jt. fL 382.50 4'-0" 6'-0" U'{I' SOUTH ELEVATION SCALE: 1/4" "' 1'-0" ,------LIMESTONE lllPlNG CMU-COLOll.2 ~--CIIJ -COLOR I rCl'!J -OllOR 3 /ma D-'!ACK!!'T-SEE D£T. PIIEFAl!RICl\TED 5VN SCI\IDI = ·- --- FIN.l'Ut.lL3112.SO _ ____ _ ______ _ _ l WEST ELEVATION SCALE: 1/4" • l '-0" FINISH SCHEDULE fflN DFS►:k:.PIWK CDLOR CNUCOLORI RCP: 111.0CK ANO BRitX-SPUTFN:E WlflTE ORJCOLOR2 RCP: 9LOCK AND 811.ICK • IIEGAISTONE WHITE WITH l'UMICE OIJCOLOR3 IRCP: BLOCK AND lllUCK • REG\LSIONE tERRACOTIA GROIJT COLOR 1 IOSTIK -5117/\)2()5 MIST\'a.EY GROUT COLOR 2 llOSTIK -Sl+l/ll600 IUN CONTROL DE'IIQ; IEE DETAIL DURAT~ 5000 -TERRACDTTA METAL DOOR'I< FAAME iEESl'EC. PJ\Rl:HMENT METAL DOOR I.OlNEl\ SEESPEC. PAROIMENT METAL WALL LDU\IER iEE SPEC-OIJRAT!Oi SllllO • PMOiMEIIT UMESTONE CDPING ANO BASE CANTERA ESPECVIL • LIMESfQNE MOCll'I CIIEME FINE l'RECAST CONCRETE OOIAL CONCRETE DESIGN, INC. -SEilSONED GRAY I" l2'-a' llllffl USE Wm< G!lOUT-OllOR I US!' Wffl! GIIOUT • IDI.OR I USE Wm< GROUT -OllOR 2 , S'-a' ~ILLIS ~ASSOCIATES ARCHITtCT~.INC ZCJOO BRISTOL SUITE G-205 COSTA TEL: 714-568-4260 7' J' ~ CALIFORNIA 92~ FAX: 714-li68-4255 APPROVED BY -. l ~ • REGISTERED AAO«TECT No.' '°~'lf$!S" 'DATE 1-15-04 . , ,-------------~SUl!SCREEN tJHESroNE COPING ,----CHI.I •IDI.ORJ NFFA81UCATE> 1/JNET!---________ __,/ ·,-' ' 18'-6" 2'-8' EAST ELEVATION SCALE: 1/4" c: 1'-0" - __ : .. - 2'-8' NORTH ELEVATION SCALE: l/4" s 1'-0" -I UMEl;TI)NE VENEEII. / I.ISE(TYPJ----.1 2'-8" I I .•. , .,, •.. ,. .•.. ··- -. : ... ,.. J_ .. -· { ,. 5'--1" 2'-0" 4'-0" 4'-0" 22'-0" LI - UMESIONEIXl'INC • y ..._j.. _ _, . ._r ._,.- "AS BUILT'' ~~~·-·~ P.E. 2Bnc EXP ;3~3/•A) REVID'JEDBY: W.tL; •• I INSFECTOR A-2 fSHml CITY OF CARLSBAD fsR_ffTSl 1-------,f----+-----------------1---+--+---1------1 L!§_j ENGINEERING DEPARTMENT ~ :=IMP===R;::O=VEl,IE~M::EN=T===P::;::LA=N=s===ro=R;::=======--'===: ~Tr:WART IIIIC0ftP0PllA.TED l602 Universtty Ave.• Riverside, CA. 9250' • 900-684-6900 OAlE INITIAL OA 1E INITIAL EHGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL . -.. DA TE INITIAL CITY APPROVAL ENCIW. BASIN WATER RECU.MATION PROGRAM, PHASE n TWIN D RECYCLED WATER PUMP STATION EQUIPMENT BUILDING ELEVATIONS AND FINISH SCHEDULE APPROVED: "!!..LLIA~E,@MER _a./.A,w;cm .,,,,-:;1, :, ✓-2:Z·~ DEPUTY CITY Ef-lGINEER PE 28176 EXP. 03-31-06 DATE OWN BY: iJA CHKD 8Y: :I? RVWO BY: PROJECT NO. 3889 I DRAWING NO. _ 409-6B I . ., I , _ ... ~~.:, :. 2'·10" ~ ' ;., ,,__ ~ ' ;.. ,.._ ~ N !;> ~ ,_ ~ ' :!; ~ N .1,- ~ 48 hours BEFORE excavation ~ 1-(800)422-4133 CALL Undergro111d Seriice Alert 151-6" 1'·7" 3'-4" I---- 1,+---STEEL BRACKET SEE SHT. A-4, OET. 7 r CANT. STRIP (llYP,) . / .y ' • I ' I ' ' / ~ \ / / ' / \, I / / ' / X / • / / \\ ' / ' ,' '\ / y I I ; ; 1~-TOP OF WAll EL. 397.17 I I \~_ TOP Of' WAll EL 398.50 ~~-ROOF VENTILATOR--------------- ~ \', ,1 ' /,/ X // ",,, l 2·-2" ~ 'a.EARoPG: ~i / ~ \ / \ ' / \ / ~ \ ·-,' ~ X / ' / • / \, ~ / / ' / \ ·-, X / / . " 'k-/~ /~ \ I ' / \, / \, ' ' ' / i \ / \, / ' / ' / ' / IL ', I >< ~ )\ / '· ~i ' / ' ,/ '·, ~ I \ \ / ' / ' 1· '\ // '· \ ' .--l 4'--0" CLEAR Ol'G. ~ ' FOR ROOF HATCli ' / ' ' I ! STEEL LADDER -SEE SI-IT, S-5, DETAILS 1, 2, & 3 • '"' I I I I I I I I I I l ' '-------PRECAST CONCRETE CANAL-----../ ROOF PLAN SCALE: 3/8" = 1'-0" ~ILLIS \SJ ASSOCIATES KRIEGER ARCHITtCT<'lo,INC 2900 BRISTOL SIii', T • --CAUFORNIA 92626 TEL; 71 • -4$) 1 " i FAX: 711 668~265 INCORPORATED APPROVEDBV\_/. i I. .'./ • 3602 University Ave.· Riverside, CA. 92501 • 909-684-6900 REGISTEREDAROIITcCTrio. G• 2'll(t' DATE 1·15-04 A-3 "AS BUILT" &t:?K. c,;;;::;¥c - , :::t .2-a-oB P.E 2B17', EXP .J-3/-ZQ'a DAlE REVIEWED 8Y: (l)ii.,Q,;, 1•' l, ... Clf:1- INSl'ECTOR r /J t--+--+--------------1--------l------l----1---1 uTI c~rlNgrNG ~~~N~AD w t---t--+-----------------1-----1----1----L-__J ~IMP~RO~VE~M~EN~T~P::::LANS~~FO~R::::::::::::::::::::::::::=::=::::...::::::=~ ENCINA BASIN WATER RECLAMATION PROGRAM, PHASE 11 TWIN D RECYCLED WATER PUMP STATION EQUIPMENT BUILDING ROOF PLAN APPRQ\(ED: WILLIAM E. eulMt-lER 4<!/<'io --f. f.:::f,,C-,;, = DEPUTY CITY ENGINEER PE 28176 EXP. 03 31 DA lE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DA lE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: STJ~FF I CHKD BY: RVWD BY: PROJECT NO. 3889 I DRAWING NO. 409-68 / C .... :e ..., C) 2. -,::. wO 00 (0 I a, m 5' ... ... I I I I I I R.OOF HATCH· SEE SPEC,-----,, --------------------------=-----...p;i;;;i;; W10X26 CONTINUOUS GIRDERS, SEE STIWC. DWGS FOR. ROOF FRAMING Pl.AN --~ 2'·10'' 3/4" EXPANSION JOINT----.. RAISED CONCRETE PAD 4" VINYL BASE BOAR.D s I (BROWN) TYPICAL FOR. ALL WAI.LS------, .., TOP:k.83 FIN. R.R. EL. 382.50 . . . ... .... ,.-. 2" SAND LAYER. VAPOR. BAR.RIER.· 1 LAYER. SCARIFY 12" AND COMPACT 10 MIL. POL YETliYLENE. SHEETING TAPE W/ MANUFACTURER. RECOMMENDED POL YETHYlENE TAPE AT ALL LAPS AND TO TO 95% RELATIVE COMPACTION PUMP CAN 3'-0" CONTINLKlUS FOOTING BUILDING SECTION SCALE: 1/2" = 1'-0'' STEEL BRACKET· SEE DET. 7 --------. PIPE BRACE CONNECTOR-SEE DET. 8 l 1/2" 0 STD. PIPE BRACE (4 TOTAL)-~ / NON-SHRINK GROUT -~ PL. 1/4" X 4" @ 4" 0.C. TS 6 x 2 x 1/4 TYP. (SEE PLAN) -----~ 1/2" 0 ANCHOR BOLT, HEX HEAD _____ _, l" MIN. SPACE ALL AROUND-------- I==== I I I I ENCASEMENT SEE STIWC. DWGS FOR. DEi'. SJDE OF CONTlNUOUS FOUNDATION (TYP,) -~ 3/8" THICK STEEL BACKING PLATE 18" X 18" TYP. (4 TOTAL) SEALANT Ir--REGLET COUNTERFLASHING ~-FASTEN THUR COUNTER.FL.ASHING 12" O.C. WITH SEALING WASHERS ~-RASHING MEMBRANE 4" HIGH CANT STRIP BLOCKING --ROOF MEMBRANE --5/8" RE-COVER BOARD --ROOF INSULATION I c--=t========-------- SUN CONTROL DEVICE & FLASHING DETAIL j NOTE: FOR BUILT-UP ROOF SYSTEM, SEE TECHNICAL SPEC. FOR DETAILS SCALE: l 1/2" = 1'-0" ~ 48 hours BEFQREaxcavation ~ 1-(800)422-4133 CALL Underground Service Alert . -----✓ I SCARIFY 12" DEEP/IIOCDMPACT TO 95% RELATIVE COMPACTION (TYP,) 10" , . 5' "' ... 10" ~ ~ •,❖:•:•:•:•:-:,:,:,:,:::::::::::::::,:,:,:,:•:•:•:•:•:•:•:• i=::" ',',','N,',',',',',',','.',\'',',',',',',',','.'o','.', ----------'-9.-----'k· .. ,----"'::::,.:::*:=::::~:=:::::::=::::*:f:':\=:::::::=:::::::iil"t::f::::I,~ __ LIMESTONE COPING COPING DETAIL SCALE: l 1/2" = 1 '-0" SEALANT---------. REGLET COUNTERFLASHING-----.. FASTEN THUR COUNTERFL.ASHING 12" O.C. WITH SEALING WASHERS FLASHING MEMBRANE ----- CANAL DETAIL SCALE: l 1/2" = l'-0" ~--DRIP EDGE '-+---3/16"0 STEEL ANCHOR TYP. _,__ ___ ROOF MEMBRANE ,-------GRAVEL STOP ~-3/16"0 STEEL ANCHOR TYP. 1~--PRECAST CONCRETE CANAL-SEE SPEC. I EXTERIOR r---MASONRY WALL r--FRAME ANCHOR DOOR AS SCHEDULE ~-HOLLOW METAL DOOR FRAME, GROUT SOLID {TYP .) DOOR JAMB & HEAD (SIMILAR) SCALE: l 1/2" = l'-0" ' . .. ' J ''' . ADHESM BOND COAT AS PER MFG. SPECS. MORTAR l 1/2" LIMESTONE VENEER BASE {TYP.) FIN. FLR. EL. 382.50 ;-... 13 i LIMESTONE BASE DETAIL SCALE: 1 1/2" • l'-0" 7" p 1~ r l. 3/8" X 10" X 10'' 2" --• . ' ' ~ + + N ' ,. • flJJ lf<• ~ .., . • s \-• ;;,;-0 ... -..,. "' + + . ■ ..,. C C ;;,;- Zo j::::-.., N ' ~ FRONT VIEW SIDE VIEW STEEL BRACKET DETAIL SCALE: 3" = 1'-0" Jl.0ILLIS ~ASSOCIATES ARCHITECT&.INC. 2900 IIRIST0I. TEL:71 KRIEGER ~TEW ART INCORPORATED 3602 University Ave.· Riverside, CA. 92501 • 909-684-6900 3 1/2" f· r---, ,j_ ___ j_---, 1 I I I FRONT VIEW 21/2" I I I I '-+---+--- ' I ' I I ~=>._) SIDE VIEW PIPE BRACE CONNECTOR DETAIL SCALE: 3" = 1'-0" 8 A-4 BOTTOM VIEW A-4 11AS BUILT" &'¾?f«i• °; 4 gUF N z._ 9-8,-()8 P.f ZB/24 EXP. 3-,11-ZND DATE R.EVIEWED BY: W~ I <f12, e-~~ INSPECTOR "l) DATE fSHrn7 CITY OF CARIBBAD I SHEETS I 1----+---+---------------41-----1---4---1----1 L.!.!!J ENGINEERING DEPARTMENT 38 1----t---+---------------41-----1---4---I----I ~IMP:::::::::R:=0::VE'.,'.M::E::N:::T ::::P=LANS=::=FO::::::::R:=· ======'....'.::::=::::::: ENCINA BASIN WATER RECLAMATION PROGRAM, PHASE II TWIN D RECYCLED WATER PUMP STATION EQUIPMENT BUILDING SECTION AND DETAIL APPRO\:~ l'.IILLIAM E;,.f'J.Ul,1MER :-! r.-:-n , C, z::::'/4;• 1:1:1< t· ii ·<21' ,___-t----t7,-;r;;;:;-;;,;;;~----------11-----+---+--t----t DEPUTY CITY ENGINEER PE 28176 EXP. 03-31-06 DA1£ ' r ''.48 BUILT' DATE INITIAL ENGINEER OF WORK DWN BY: STAFF PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL JP REVISION DESCRIPTION >-O_TH_ER_A~P~PR-OV_A_L +-C-ITY-AP~P-RO-VA-L-1 ~~~ ~r 3889 409-68 J -II - -Ill .., I g ID X X BAR BAR LAP * SIZE LENGTI, 3 16" 4 21" 5 26" 6 31" 7 45• #8 52" #9 65" 110 80" * UNLESS OTHERWISE SHOWN ON DRAWINGS. REINFORCEMENT SPLICE CHART - - BAR SIZE 4 DIM. X* 12· 5 12· · .• '-,-j #6 14" . . .· <( ,_____,#._7--+_1_8_" __, , r'-4 #8 22· #9 26" * UNLESS OTHERWISE SPECIFIED ON DRAWINGS. X REINFORCEMENT HOOK CHART N.T.S. DOOR FRAME ---------l /' DOOR V ,..,-DOOR BOTTOM ,,/ F. FLR. _J /; I •• O· I II / ANGLE 2 1 /2"x2"x3/16" LLH _/ WITH 3/8" DIA.x 4" LONG NELSON HEADED STUDS O 18" O.C. (6" FROM EACH END, 3 MIN. PER THRESHOLD). HOT DIP GALVANIZE AFTER FABRICATION ✓ ' . \'------- 1/2" SLOPE . • • " . Le ... '· .. .. STEEL ANGLE THRESHOLD DETAIL N.T.S. .. ., 1 1/2" DIA. PUDDLE WELD, (lYP. 3 1 PLACES EACH ROOF DECK UNIT, I AT END SUPPORTS AND 1 1 /2" 7 / INTERMEDIATE SUPPORT) ~,-1--"a/-r~u I it U w u~1._ I 11 i----' -----=36" j ,1 BEAM,J SUPPORT ANGLE, OR CHANNEL AT ANY PERPENDICULAR SUPPORT NOTES: , 1 1/2" LONG TOP / SEAM WELD O 12" / 0.C. (lYP.) AT SIDE SEAMS 1 /2" DIA. PUDDLE WELD O 12" O.C. LEDGER ANGLE _/ AT PERIMETER SUPPORTS 1. WHERE 1 /2" DIA. PUDDLE WELDS (PENETRATION PLUG WELDS) ARE SPECIFIED THE MINIMUM EFFECTIVE AREA SHALL BE 1 /2" IN DIAMETER. 2. WELD PATTERNS SHOWN AT SUPPORTS ARE FOR 3'-0" WIDE DECK UNITS. IF NARROWER UNITS ARE PROPOSED, WELD PATTERNS SHALL BE MODIFIED AS REQUIRED TO PROVIDE SHEAR RESISTANCE THAT IS EQUIVALENT (OR GREATER) TO THE SPECIFIED SYSTEM. TYPICAL METAL DECK WELDING ' DOOR OPENING CONCRETE WALK I AS SHOWN ON PLAN _[1/2" 6" 1------~----1 ,x SLOPE l ' ~ .::---+,--. • .----,~\ • I 111_ 11 !c-' ~ t ' -111- ~ 115 0 12" o.c. tACH WAY G) DIMENSIONS AND SLOPE ARE TYPICAL UNLESS SHOWN OTHERWISE ON CONSTRUCTION DRAWINGS. N.T.S. (I} PLACE CONTROL JOINTS AT 9' -0" 0.C. MAXIMUM BY SCORING 1 1 /2" DEEP MINIMUM. TYPICAL DOOR STOOP AND WALKWAYS L I 2•-0• MIN ' 40 OIA. N.T.S. HOOK BARS WHERE FULL EXTENSION CAN NOT BE OBTAINED -3"CLIR. (lYP) I I I \ \_ 2-#5 UNLESS ;' NOTED OTHERWISE I I 0 MASONRY ,,17,------717-2-/15 FULL HEIGHT TYPICAL REINFORCEMENT AT MASONRY WALL OPENINGS N.T.S. _./, • / _ _.,/ I -... . I! ......... ATTACH LOUVERS AT • ......_ 6"± FROM EACH CORNER, :--,-.....: TOP, BOTTOM AND SIDES AND AT 24" O.C. MAX. · :--,-.....: WITH 1/4"11 BOLTS AND : :--,-.....: FLUSH (DROP-IN) ST.STL. EXPANSION ANCHORS . I I 1 /2" GALV. BIRD SCREEN I ............. : :------..: :~ 12 GAUGE FULL WIDTH 1 . SILL PLATE (HDG 1 · . STEEL) ANCHOR Will, \ : :--'---... 1/4" DIA. HDG BOLTS \ I AND FLUSH {DROP-IN) \ : :------..: EXPANSION ANCHORS : :------..: AT 12" 0.C. 1 I I ,-......· t' ' C . ,.J <l . 1Da "' a:: IO _I f-Ill 0 -_J N z..._ --✓ .... ~ . I - ·, "' - WIDTH VARIES EXTERIOR .--MIN. 22 GA. SHEET METAL FLASHING ACROSS TOP AND BOTTOM. PROVIDE SILICONE SEALANT ALL AROUND INTAKE OR EXHAUST LOUVER, ADJUSTABLE OR FIXED WHERE SPECIFIED SET FLUSH WITH WALL TYPICAL WALL LOUVER DETAIL r 2 'I SCALE: 1 1/2"=1'-0" Ko.1r:cr:o. TYPICAL MASONRY WALL SECTIONS N.T.S. SPECIFIED HORIZONTAL --+-1---'· " c.;-+--,r5 CONTINUOUS AT TOP OF PARAPET BARS \c +---.-,---1-----+---+---+-----tl-----+-----f----+---+ SPECIFIED VERTICAL ----+--1----() BARS GROUT SOLID • #5 FULL HEIGHT AT----++-----+----¢ WINDOW OR LOUVER/VENT OPENINGS HOOK BARS WHERE FULL EXTENSION CAN NOT BE OBTAINED ,, I SPECIFIED HORIZONTAL ---+-+---{ BARS \ \_ , I 4 . --3" CLR. (l'rl'.) 2'-8" (TYP.) I \_#5 AT OPENING \ 2-/15 FULL HEIGHT AT CORNER AND EACH SIDE OF DOOR OPENINGS 1 -(5 AT OPENINGS TO 3' -0 WIDE, 2-/15 AT OPENINGS 3' -0" TO 8'-0" WIDE SPECIFIED HORIZONTAL BARS 1-..:+------'1-----..:+----4--~------'11------1::....L------'--4--~ _1 FINISH FLOOR '.:l====i====::t==+==t====1r:::::===l=======+=ti'. 1 TOP OF FOUNDATION OR '1 STEM WALL REINFORCEMENT FROM ----¢ FOUNDATION TO MATCH WALL REINFORCEMENT AND LAP WITH WALL REINFORCEMENT \ -, /15 CONTINUOUS AT TOP OF FOUNDATION OR STEM WALL TYPICAL MASONRY WALL REINFORCING {U.N.O.) N.T.S. S-1 "AS BUILT" ,e',;?.d'/4,' r" ~., • z._ 9-8-08 P.E '2.Bl'X EXP. 3-3(-Z<l'O DATE REVIEWED BY: W ~ l-,.13~,, INSPECTOR t----+---+-------------+---+--+----+----1 ~ CI~l1N2riNG ~~~~N~AD ~ 1----+--+----------------+---+----t----+-----1 ~IKP~R~O~VE~M:::::;ENT~~P~LANS~~FO~R:~-::::::::::::::::::::::::::::=:::=..=::=~ ENCINA BASIN WATER RECLAMATION PROGRAM, PHASE II 'TWIN D RECYCL£D WATER PUMP STATION STNl:>AAD STllJCT\JW.. DETALS INCORPORATED ul.dwa, <: '/4; ...... I-Zl·et4 APPROVE~:., WILLIAM E.~Ml4ER J802 U"i~ ,_.. • River9ide, CA. '2501 • 909-184-000 i-----t---t,,,-;r,;,;--..-,-,-;-;--,;,.,,------------t---t----t----t-----t DEPUTY OTY ENGINEER P ~76 EXP. 03-31-06 DATE /\ ''.4.S·lJU/lt " . APPROVED BY • REGISTERED ENGINEER No. 37263 DA TE INITIAL DATE /-/6-04-ENGINEER ('ff WORK DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL DWN BY: ::::!'i!L' I PROJECT NO, I DRAWING NO. CHKD BY: JCR '1'889 409 68 RVWD BY: PES v - / \ II TP 382.34 ' ! ! • 0 I co • 00 I io ' 00 I N • 00 I N I ' TC 382.46 INACTIVE~ DOOR LEAF, ' 18'-8" LOUVER 6" THK. CONCRETE SLAB WITH~--- #5 0 12" O.C., EA. WAY i 2'-8" LOUVER 36'-Q" ---------~ ~---------------------------~ L._ FOUNDATION AND FLOOR PLAN SCALE: 3/8"=1'-0" l --, c,j I • I 0 I -.... ---"--~I----- e· -o· ' ' ' ' 0 l ., ' .., I N ' 00 I 00 I I j \ \ \ \ \ TC 382.34 \ \ \ ' 1 6" THK. CONCRETE SLAB ~ WITH #5 0 12" O.C. EA. WAY (TYP.) No, 0 0 0 0 ® 1-#5 NOnE: OPENING TYPE (1) SINGLE DOOR DOUBLE DOOR WALL OPENING SCHEDULE OPENING SIZE (2) DOOR (3) WIDTH HEIGHT WIDTH HEIGHT 4'-o· 7t_4" 3'-8" 7' -2" 6'-o• a·-o· 0 02·-10' 7'-10· HARDWARE TYPE HW-1 HW-2 REMARKS 2'-0"W x 2'-0"H '4ETAL LOUVER 1'-8"W x 2'-0"H olETAL LOUVER IN EACH OOOR INTAKE LOUVER FIXED LOUVER, SEE DETAIL 2, DWG. S-1 /\ND SP£C. SECTION 15800 INTAKE LOUVER 2•-5• 4•-0· FIXED LOLN£R, SEE DETAIL 2, DWG. S-1 /\ND SPEC. SECnON 15800 INTAKE LOUVER FIXED LOLN£R. SEE DETAIL 2, OWG, S-1 /\ND 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. 4. 5. UNLESS NOTED OTHERWISE, ALL DOORS SHALL BE HOLLOW METAL PER SPECIFICATION SECTION 08100. PROVIDE U-LINTEL BLOCK AT TOP OF DOOR OPENINGS AND LOUVER OPENINGS. FIXED METAL LOUVERS IN DOORS SHALL BE MOUNTED 1 '-0" FROM THE BOTTOM OF THE DOOR AND SHALL BE CENTERED SIDE TO SIDE. #5 0 12· o.c, --, EA. WAY (TYP.) / I ; o" - . 'a I , ,-TOOLED , (TYP.) I . .. ~ EDGE • ] ~,,,:,/,,,/ \ / Y/;,,. ,,;; 5/8" DIA. x 36"L SMOOTH DOWELS 0 18"0.C, ! / APPLY BOND BREAKER \L_ #5 0 12· o.c. EA. WAY CONSTRUCTION --- JOINT (C.J,) .. AT JOINT AND ON ONE END OF DOWEL. ADJACENT SLAB SECTIONS SHALL BE PLACED A MINIMUM OF 7 DAYS APART. NOTE: ADJACENT SLAB SECTIONS SHALL BE PLACED A MINIMUM Of 7 DAYS APART. SECTION SECTION SCALE: 1"=1'-0" SCALE: 1 "= 1 '-o• 8-2 - "AS BUil T" -"--,, . ·/ -f-B-<28 P.E. ZfJL-Z.. EXP. '3.-~,!-Z,O,,:, DATE REVIEWED BY: Ct>"i.LQ.i..j,fs ~,, INSPECTOR / C :e ~ C) a -,:a. wO CD (0 I 0) m ' 0 I "' N II ~ i I i I r--' 1- ' 0 I Ill ' ... , I , (D 1 ' 0 I N N I I • ... I • "' I "' 12' -0" , ,-CANT. STRIP (TYP.) I,, I\ 1-TOP OF WALL I EL. 398.50 I / ; ' ' ' ' 1 r I \ ' J Q ~ I I I L BUILT-UP ROOFING OVER STEEL DECKING / ; ' I \\ / ' ' ,TOP OF WALL / EL. 397.17 : Q • X L_ _______ -\ 5'-11" 1· o" 7' o" 36'-Q" -~~~-------------------- - NOTES: 1. METAL DECKING SHALL BE PROVIDED IN ACCORDANCE WITH SPECIFICATION SECTION 05300. 2. SEE DETAIL ON DRAWING S-1 FOR TYPICAL METAL DECK WELDING REQUIREMENTS. 3. METAL DECKING SHALL BE CONTINUOUS OVER MINIMUM OF lWO (2) SPANS. ROOF FRAMING PLAN SCALE: 3/8"=1'-0" 1 1-#5 HORIZ. AT TOP OF ; STEPPED WALL I TW 398.50 a ' ;-1-(15 CONT. " I I I • TW 397.17 • ' ., ' I I ., I <' I I I I I I < '> (15 0 24" O.C. HORIZ. ' ' I I 1 I I . I I ., NOTE: '-/15 0 24" O.C. VERT. (SEE FOUNDATION AND FLOOR PLAN FOR LOCATION) COPING CAP NOT SHOWN FOR CLARITY. (SEE ARCHITECTURAL DRAWINGS FOR COPING DETAILS) DETAIL SCALE: 1/2"=1'-o" EB 7' g" 9'-o" 9" -0" \ 9' -0" '--TAPERED FESCO INSULATION BOARD, INSTALLED UNDER ROOFING MATERIAL IN ACCORDANCE WITH JOHNS-MANVILLE SPECIFICATIONS. SLOPE ROOF TO SCUPPER ROOF DRAINAGE PLAN SCALE: 3/8"~ 1 '-0" 9•-0· - S-3 "AS BUil T" «d~ -~~, , 1--a-os P.f ZB12, EXP. 3-31-ea,.,, DATE REVIEWED BY: 4)j~ l 'f1ev B-zJ;-cS INSPECTOR O DA TE t-----+----+---------------1------+----l-----<~----,1 ~ Cl~l1N2rNG ~~~~~AD ~ :=='...::::::===:::::::::::::::::::::::::::::::::=::::::::::::=::::::::::::==-'==== IMPROVEMENT PLANS FOR: ENCINA BASIN WATER RECLAMATION PROGRAM, PHASE 11 TWIN D RECYCLED WATER PUMP STATION _y ,, HAt .f' ~ 1 (8 ) 22 33 :;; .;;;' ~ ;; ~Tl':TAQT I N CO • p O •• T E D APPROVED: l'w1LLIAM E . ..ELUMMER -00 4 -41 ::: ... ,!'-~ ,s 5 ,....4-,z,,,.~~~-"'~lle._ . .2.C:'.L_;t.,?;;i/....J~~~-:?'1.-<~-1--;2-04 CAl1 Underground Senice Alert * .,... * 3002 u • ..._ .,__ · --. e>-02001, ... -...,..•ooo t----t---+-,,:--;,.,;--,,,,;;-;-,;c;,------------1---+--1-----l------,I DEPUTY CITY ENGINEER PE 28176 EXP. D3-31 06 DATE ·, If\ 1111S·"UllT11 : L-------------------------------------------------------------------==J>.="":r:;:,~:~~:1':~:,,.~=~;::EG;:P~:o:::~:o~::E:N:G1:N~:ER::::No:·:···=::1~:63=:::°"'::TE::'-;'"=-;•4=E:NGl:□:;;;:;R:OF;1N:1~;;;AL;;;K:;;===R:E:V:1s:10:N=D:E:S:C:R:1P:Tl=O:N===:d::0:::;:=,.P::~;N~::::~~:::::~M>~P~=□~1:~~:;!~~~t~K~DB~i~~;:~f~E;~~L~I ;;;;P;R~~-.c~8~~~Tg~N;o;.;;;~l;D4_R~O_A~'M-9tN:G~6~N___,B~ 0 ~· !J i I / 'b I ---- • -- • • TOP OF WALL EL 397.17 1/5 0 24" o.c. t.11\X. (TYP. ALL WALLS) -~--1/5 0 24" 0.C MAX. (SEE FOUNDATION PLAN) .-#5 0 24" 0.C MAX . / (SEE FOUNDATION PLAN) , 1--1--/ / 3 1 /2" HIGH CONCRETE PAD / FOR ELECTRICAL PANELS, I-- I--// • I , ; EXTEND 3• BEYOND PANEL / FRONT/SIDES (TYP.) 34• • I r 3/4" CHAMFER /1 // -16" (TYP.) 383.15± TC I \ • I i--l/ ,,/ 11"1----_L_--t1 I 6" (TYP.) ' • • • • • • • • 22· -o" ----- cY-it PUMP CAN - I I .--DOUBLE LEAF ROOF / HATCH WITH / SKYLIGHTS (TYP.) (BUILT-UP ROOF-1 SEE 1 \ TECHNICAL< ROOF INSULATION-, \ • , I • . - - - - -_ffi ·r-W3} SPECS. 1 \ \ ( ROOF DECK \ \\. : • ' --"'~ )I ,c1I \ \ :-~ I ' ' --: / - 1 -#5 CONT. .i · -(WALL CHORD , , •,•, •• , •••.••••••...• _ -)(,hU ~ ~<:X:,~ ....... ..... .. ./ . REINFORCEMENT) 10·-10· ----- 1 /2" EXPANSION JOINT MATERIAL ,-#4 0 12· o.c., /I EA. WAY (TYP.) // I I #4 o 15• o.c. -, /Iii '-, I FIN. FLR. EL. 382.50 ". • ! • • • • 2· -0" (TYP.) • • • •' C • • •.• ?0'-_0('{(,,ZV1< L l ✓.~~¼~-·--: • a • • CX) --I ... I• • • <D I 0 • /-MASONRY BLOCK _ /., 8"X8"x16" (SOLID • / GROUTED) • ~ I 0 C. - ____ 1~-----~j-~j "'~ (;2:{-f";:<1S::<IS:<(-> i' :Y);%,J,. . 2• SAND LAYER / ~:0"»):?;»;;. ,V,,-'"' I V,"00'f"'"'• "°"'""-lf'-J---, --~ I ' ' 'Y>-7> 1 %.' 12" 1"""=-------------.'-·--, 0 --, • .---+=-. --~. ' »,-'~=:'.:::i!:=J-' CONTINUOUS FOOTING ,, I ,' I V \ . I PUMP CAN ENCASEMENT SEE SECTION D, /l ,-✓,,((,( • .-----. ,TYP,1 A1//'Y~ VAPOR BARRIER-1 LAYER <;:;;'.<J'?:s:.;c'}, :=:,.,--------'--,,,= 10 MIL. POLYETHYLENE ~~::;;;.~ ,.~~~/~ SHEETING. TAPE WITH .,;:(:~· , ·.<1-1/,-.:,< , MANUFACTURER RECOMMENDED ~>~~1/,~>1/,'c:._ _____ ~Y~»~v;~~~>;:;~~~~1/,:l::l POLYETHYLENE TAPE AT \, ALL LAPS AND TO SIDE ~ SCARIFY 12" DEEP HEREON OF MASONRY BLOCK (TYP.) AND COMPACT TO 95,: RELATIVE COMPACTION (TYP.) NOTE: • -SEE NOTE 25 ON SHEET G-2 FOR DESCRIPTION. SECTION SCALE: 1/2"=1'-0" CG EL. 375.00 18" SUCTION EL. 370.33 . . . . .... ef~~~ ~/ ";>'>: 1/, ~'0<~~~ E9- (BOTTOM OF SUCTION BELL) EL. 368.33 (BOTTOM OF SUCTION CAN) /I ' • I • I ' ' • • • ) I ' J I , ' ' I• • • ' • I / • • • • -1 • C ' r SLOPE CONCRETE \11/4" I t ,.i;:, :;i__....1. ___ ....L..: ---..L.--~I \ ,,--3/ 4" CHAMFER ,---t-t-r-1-----t-,, ---------1--J-✓-ALL AROUND 30" CLASS E FLANGE ON _/ " PUMP CAN SHALL BE j II ·' • \ . ' -3" ~ t--2" CLR. (TYP.) FURNISHED WITH THREADED HOLES. CONTRACTOR TO INSTALL BOLTS DURING CONCRETE PLACEMENT -~- ,////' l· CLR. ~ • • • TO MAINTAIN FULL DEPTH CLEAR OF CONCRETE. , . t---t--t----30" ID PUMP CAN, CML // 30" DIA. THREADED CLASS E FLANGE ON _ _; PUMP CAN WITH 5/8 DIA. J-BOLT x 18" LONG WELDED TO CAN FLANGE AT 45' SPACING BETWEEN BOLT HOLES (TOTAL 8) V • #5 CLOSED TIES O 12" O.C. /./.,,,,.. (HORIZONTAL) '°v ,-,....-16-1/5 VERTICAL BARS ,/_-EQUALLY SPACED, WITH , v" ONE BAR IN EACH CORNER. ,. ,. / I) ~ • / / 'io I "' / 8-1/5 U-SHAPED BARS LAPPED WITH #5 VERTICAL REINFORCEMENT DETAIL N.T.S. 1 #5 0 12" O.C . / TOP AND BOTTOM / 4'-0" I I I ' d <l . ·" , 5-/15 BARS (CONT.) / TOP AND BOTTOM, / EQUALLY SPACED I • ' 9 / ; I' TC EL. 368.00 .----+--------+-----, @ • • • • • ' ' l'lj i I ; EL. 368.00 / ";,, • • • • AWWA C207 CLASS E BLIND FLANGE WITH 4 EQUALLY SPACED 3/4" DIA. WEDGE ANCHORS. BLIND FLANGE SHALL BE FULLY WELDED (INSIDE AND OUTSIDE) TO 30" PUMP CAN TO PROVIDE 250 PSI PRESSURE RATING . PROVIDE ANCHOR BOLTS WITH DOUBLE NUTS AND OVERSIZED FLAT WASHERS FOR SETTING PUMP CAN SQUARE AND PLUMB. ~~==~----~' i_ .'-----;;----,1---,=•·. ,-'.;;;,-_.t,,-....' ', 1 I '•,.._ , ,, --1 1 /2"± NON-SHRINK GROUT . -: • • • • • I 3• LEVEL PUMP CAN BEFORE CLR. f--~--~4_•-~o~•----'-.., PLACING CONCRETE IN SIDE SECTION -PUMP CAN REINFORCEMENT SCALE: 1 /2"= 1 '-0" -..,~-,,,..__ :~L;~ BARS {CONT.) TOP AND BOTTOM, EQUALLY SPACED j 2· CLR. (TYP.) . ' . . , ' • • • • v-#5 CLOSED TIES .. .. .. ( tr' 0 12· o.c. ---L-L-...L.....,, SQUARE SECTION SCALE: 1/2"=1 '-0" EB SECTION SCALE: 3/4"=1'-0" #4 0 12· o.c. ~:/ \ \ 8-#4 CONT. / EQUALLY SPACED , I c--"~ 12PR OR 18RWS ~-- • . 1 ·-s· 6" ' ,TYP.) CONCRETE ENCASEMENT DETAIL N.T.S. S-4 "AS BUILT" <<<Zif: t'.'."f';&?fs SUL-'/-B-,:28 P.f t:/)/'Z EXP. 3--'.It>:Z41-0 DA1£ REVIEWED BY: 0~~ INSPECTOR t----+---+-------------+---t---t----ir-----t ~ Cl1JclN~riNG ~~~N~AD ~ IMPROVEMENT PLANS FOR: ENCINA BASIN WATER RECLAMATION PROGRAM, PHASE II lWIN D RECYCLED WAlER PUMP STATION ECU'MENT EU.Dtt... tLC110NB ,. ,,,11ss,,.,.,,. Ki:21r:Gl!Q >'-48 hours BEFORE excovation ~ ,, tu,., ~ "\ ._ ~ ~ .. ~STr:WAQT APPROVED: WILLIAM E,_.ej_U..,MMER 1-(800)422-4133 ~ ... !:?::: "-""'' "'; INCORPORATED _,/tfM-•• ~'.t:&c?S • fo2'2-h.J .. ~s'..'" ;o; □EVlf'rvtiTYENGINEER.PE 2s115 EXP. o3-J1-061)ATE NII U""""' nd ,_,_ ,1... * * 3002 u., .. -..... ·-· CA. "'"'". 101-11114-0000 II\ ",4S fJll/LT" """-•-~rou .,.,,.., ,...1 J'. c,,,, :.. ~ --=--DWN BY: lMw I PROJECT NO. j DRAWING NO. IS ~ ~ •~PROVED BY .-,Y.;fc,V l. ~ D"-TE INITl"-L D"-TE INITl"-l DATE INITl"-l ~ 'I( 0, C'l\\..-: ~ CRHVWDKD BBYY:: PJCERS 3889 409-68 l L _________________________________________________________________________ J==~~;•~~=;!;~R~E~Gl~S;IE;R~ED~E;NG~l~NE~E;R::N~o:.::~37~2~6~3:::D:AT:E;:/~-~~~,~-~of~EN~Gl~N~EE~R~OF~WOR~~K~==~R~E~V~l~S~IO~N~D~ES~C~R~IP;;;T~l~O~N~===fO~TH~E~R~A~PPR~O~VM.~~C~ITY~A~P~PROV~~M.~~~~~=~-~-=~==~~~~==~~~=~~~ I\) I\) 2. w 00 / \ C ~ C) .,:., 0 co I 0) m II - • "' I "' 8" BLOCK WALL -•• ',,,_ .... -.--'·v,-, \ / / \ / ' I \ \ 2"•5/8" STRINGER -•• 3/4" DIA. RUNG -_ ····-·--•• ~-,-"°"" 0 12" o.c. · ·-_ -tit---------. <D --------------- 8" BLOCK WALL- / - I \ I .. .. _-,--\.-~ \ -ti • ... I ... 1 ·-0· j ' --------r 0 \ I ' . m "=-.- I I I I I I I I ' 3"•3"x1/4" GALV. ANGLE SUPPORT 7• ¼v I J ' · BRACKET ... . . " \ I NOTES: \\ 8"x4"x5/16" GALV. MOUNTING 1 1. ALL LADDER MATERIAL SHALL BE A36 STEEL AND').._ PLATE, WITH 2-5/8" ST. STL. SHALL BE HOT DIP GALVANIZED AFTER FABRICATION. .,ANCHORS (ONE EACH SIDE) 2. GRIND SPLIT FACE BLOCK BENEATH WALL BRACKET MOUNTING PLATES TO PROVIDE A SMOOTH UNIFORM SURFACE. PLACE 3/4" THICK NON-SHRINK GROUT BETWEEN PLATE AND MASONRY BLOCK FACE (COLOR GROUT TO MATCH BLOCK). -- EQUIPMENT BUILDING LADDER DETAIL N.T.S. , BUILDING WALL / (INTERIOR) I I I J -HINGES ! (2 REQUIRED) - ~--1 - ~~/1-::::'""(IO~~~===:;;:=~\t=:::::::'./,/ // / /l' ,,,, VANDAL PROOF _/ / "--., ~ LADDER LOCKING DEVICE / .._ / ....... HINGE ../ -10 GAUGE STL. PLATE LADDER COVER DETAIL N.T.S. )<----++--FULL HALF CIRCLE ARC r 2"x5/8" STRINGER ;~~ 1 1 /2" GALV. STEEL GRATING -/. FASTENED TO STEEL / ANGLE ./ • <D I ;..-, • <O --1 i:t='==''='='='='~'~'r---2"x2"x3/8" STEEL ANGLE I j 1 (WELDED TO STRINGERS) io TYP )-;-;-m:fi ¼v ---====-~&~~~, ___ 5/8" ST. STL. BOLT ED 2-0· - I I s· I I / I I ,-LADDER STRINGER ! ;-TOP OF PARAPET I ~----+<»--'II ~~.,-i•,t---RUNG ! [!]ol.~~ I 4• 1 •14• --, ~ WALL BRACKET ..... ::--:-'-<,=::_~·-.. WALL BRACKET '•-8" BLOCK WALL LADDER DETAIL SCALE: 1"=1'-0" ~ 3"x3"x1/4" ANGLE AND MOUNTING PLATE EB 2" ----I- 2 1/2" -- 1 1/2" _, -, METAL ROOF / DECK PLATE 3"x6"x1/4"--.._ ; / WITH 2-3/ 4" DIA. 'e--•·--.---+--,r--+--+--~'------, BOLTS ie-==··.,,.o·•,,..,,.~~~~F---'-j---'l<'' l ,,"",.__ ' _,>_ ----e--o-~, r --~, 1---e--;;;--l.~==~:;:;;:;;:;;::;;tJIL? L 2 1 /2" C5•6.7 _ _,,.---F- / \ I I NOTE: • • '-C5x6.7 BUILT-UP ROOFING SYSTEM NOT SHOWN FOR CLARITY. DETAIL SCALE: 1 1/2"=1'-0" 2" ---i---- 2 1/2" -1 METAL ROOF 1 DECK PLATE 3"x6"x1/4" WITH-.._ 1 1/2" -~ / 2-3/4" DIA. BOLTS 'p...,,,----++-++-...I..__--,---- •~ ~·_-...._--::--. ~ -e-~' iie; eeeo~:::0~="=1 ____ =_=_ij. ______ 1, -I I--~ C5,6.7 -· ;· ====!===~ II ' I -....., __ NOTE: - 2 1/2" 10x26 BUILT-UP ROOFING SYSTEM NOT SHOWN FOR CLARITY. DETAIL SCALE: 1 1 /2"= 1 '-0" I NOTE: 1//(// \ --. ~~~~0 \\~::· ... \., -1 1/2" V/,, / / L 3"x3"x1/4", 12" LONG / / 'v ./ / \. 3/4" DIA. A307 THREADED RODS, DRILLED AND EPOXIED BUILT -UP ROOFING SYSTEM NOT SHOWN FOR CLARITY. DETAIL SCALE: 1 1/2"=1'-Q" ',<;;,Q'-;-:IE~Ss1~0,.,., Kn1r:cr:n ROOF VENTILATOR -. \ ' I ATTACH VENTILATOR TO -, CURB WITH ST. STL. SHEET METAL SCREWS, MIN, 2 EACH SIDE. ", • ...__ 1 /4" THICK . \ < ,-----------...; ~ f LJ LJ /LJ I.. METAL DECK -1 1 '\ RUBBER PAD \ ._ AUTOMATIC ALUMINUM GRAVITY BACKDRAFT DAMPER I ATTACH TO DECK WITH -1 ST. STL. SHEET METAL C5x6. 7 SCREWS, MIN. 3 EACH ' METAL DECK CLOSURE ANGLE ALL -AROUND SIDE ROOF" VENTILATOR DETAIL N.T.S. .l 8" CMU -/ ' V/ ,, / 1-#5 CONT. -~ . / y ,,/ / (WALL CHORD '/ }'.j REINFORCEMENT) ~ ,:/, / GROUT 1;2· ,, :~ .i'.,-, W1 Ox26 2· ~, /l'!-c==t',, ==I=:======== V. 1•- BEAM TO ¼ I/' I : <;> BRG PL ¼ ---,-.u I /': COVER WITH____.....~/~~--~-f"'~, .. =======j VENEER BLOCK /~.71,,::~. ·-......_ PLATE 5/8"x4"x12" WITH • _/1 ·/:: /'--... 2-3/4 DIA. _x 12" LONG 1 THK. GROUT . 4. v / -_ HOG A.B. 0 9 O.C. /~ I/// ..• _ HORIZONTAL REINFORCEMENT VERT. REINF. / / ~-1/5 0 24" O.C. 1/5 0 24" 0.C. ,, V / ~----- DETAIL N.T.S. y . WHERE GIRDER INTERFERES WITH VERT. REINF. SPLICE ADDITIONAL 1/5 VERT. BAR IN ADJACENT CELL (MIN, LAP 25") TOP OF WALL /./ // / ___ B" CMU / /v• --.. ~- // ./ _../ ./-GALV. SHEET METAL REGLET / / ' / // T---f=p~"""Mv-·/, /-COUNTER FLASHING / / ./ /~- '.// /' ./ ...,/ / BASE FLASHING • co . ·· /· / / _/ 1 r 4" FIBER CANT ./ // / ' / 1 , SOLID FIBER CRICKET AT EAST WALL ONLY ./.// II / 1 1 BUILT-UP ROOFING (SEE SPECS.) / ,///·,, / \ L__ //:,,/;/ L'· -.---:,~·~·2-:·:::\~::~:::::::;~=;=-/ /1/-:_ · .. ·.,. //, .++,+++---t+++++++++ / / + + -~ + + + + + + + I - //..-1/\\ / / /' / \ \ ~ / '-\ I \_ METAL DECK HOOK ANCHOR BOLT _,_-.-;1 "--. \\ \_ 2" MIN. RIGID INSULATION OVER REBAR -'----L!J"\r~.....,.__ ~ v ·-.. • L 3"x3"x1/4" CONTINUOUS LEDGER 5" -...._ WITH 5/8 DIA. HDG A.B. 0 24" --~ '-...._ O.C. AND 4" FROM ENDS. • ... " "--1 -#5 CONT. DETAIL SCALE: 1 1/2"=1'-0" S-5 "AS BUil T" 4-1./4. r; g, .. , 9:9-08 P.E ,ZB/7' EXP. 3-31-Z,,..o DATE REVIEWED BY: WJJ .. ~ ... l ~i INSPECTOR DATE ENCINA BASIN WATER RECLAIU.TION PROGRAM, PHASE II 1WIN D RECYCLED WATER PUMP STATION M9CEl..l.AIEOl. 8TFIJClUW... DETAl...8 ~ -48 hours BEFORE excavation .y ,, lCAN.,. ~ ( ) 5 ,$' ~ t -sTr:wAnT , • C O •• 0 •• T • D APPROVED, Wl~LIAM E. PJ.Ul.1':jER QJ 1-800 422-4133 :;:: .._ No.lllll "'"::; ul«J(a-.Z-: ~-· ._, ~-..,2--,,,_ NII U..la,,,,,u•nd c......: •• •1..-' .. ~ 6-Jll-OI -:,002 Un-IWe. •"""'-·CA. 92501. 000---llllOD DEPUTY CITY ENGINEER P(28176PEXP. 03-31-06 DATE ·· ""'-'-'"'"'":I'"" .,....., """1 * * -.M= II\ ''LIS-Bt.llLT" ~ :.---~ CIY\\ ~... APPROVED BY ..-3/Aii I:". ~;:-----;--;:;-DA;;-;TE;c-l-l;c;Nl;.;TI7.AL-t'..!..1..t:Z::.C..,,Oe!!.!::.!.... __________ ---lf--.c.D..,ATE=-+-1N-ITI-A-l+--DA-TE-+-IN-ITI-A--IL DWN BY: 1\IW I PROJECT NO. I DRAWING NO. ~ 'lfa, CA\\\ REGISTERED ENGINEER No.' 37263 DATE /-f,-t,</, ENGINEE~ OF WORK REVISION DESCRIPTION OlliER APPROVAL CITY APPROVAi. ~~ ~~: ;~ . 3889 . 409-68 "'L---------------------~==:::!::::::::~~====~====:!::::=;===~~~~::!:==:~~~~~~ I / .s:. 0 U) I O') m -II - -w "' I g "' ELECTRICAL SYMBOLS AND LEGENDS ELECTRICAL ABBREVIATIONS SYMBOL DESCRIPTION SYMBOL DESCRIPTION ATS AUTOMATIC TRANSF'ER SWITCH MCC MOTOR CONTROL CENTER CONDUIT, (MIN. 3/4") WITH-f12 CONDUCTORS, NUMBER INDICATED EXCWOING wee STRIP HEATER MOUNTED IN BOTTOM PORTION or ELECTRICAL PANEL, 150 WATT, er CONTROL f'EEDER MCP MAIN CONTROL PANEL -·7"'/r-·-,----, REQUIRED GROUND WIRE, L---.J 120 VOLT, CHROMALOX, DAYTON, OR EOUAL CKT,CRT,CT CIRCUIT NO. FOR LIGHTING PANEL NC NORMALLY CLOSED - · 7"'/-CTf CONDUIT, (MIN. 3/4") WITH-f12 CONDUCTORS, NUMBER INDICATED EXCWotNG ,@, MCC EXHAUST FAN No.1, ETC. AT TOP OF MCC OR DISTRIBUTION PANEL, OR TOP or co, c.o. CONDUIT ONLY (MIN. 3/4") WITH CAP OR PLUG NO NORMAll Y OPEN REQUIRED GROUND, TO LP, CT. NUMBER AS SHOWN. 3R WRAP COMPLETE WITH GASKETS, FILTER, AND LOUVERED PLATE. 4" DIAMETER, AT ENDS AND PULL CHORD. PB PUSH BUTTON 120 VOLT, 100 CFM, DAYTON, HOFFMAN, OR EOUAL C.T. CURRENT TRANSFORMER PF POWER f'EEDER -·-·-·-CONDUIT, (MIN, 3/4") RUN EXPOSED, UNLESS NOTED OTHERWISE. ® AIR INT AKE IN 3R WRAP DOOR Of MCC OR DISTRIBUTION PANEL AT BOTTOM WITH or DISTRIBUTION f'EEDER PLC PROGRAMMABLE LOGIC CONTROLLER -----CONDUIT, (MIN. 3/4") RUN CONCEALED. UNDERGROUND, UNDER CONCRETE OR IN GASKETS, flLTER, AND LOUVER PLATE. CONCRETE, UNLESS NOTED OTHERWISE. ,@,-EMT CONDUIT, ELECTRIC METALLIC TUBING RTU REMOTE TERMINAL UNIT WITH PLC AND TELEMETRY SUPPLY FAN No.1, ETC. AT BOTTOM or MCC OR DISTRIBUTION PANEL, WITH FILTER EPBf7 UNDERGROUND ELECTRIC PULL BOX No. 7 SSMC SOLID STATE MOTOR CONTROLLER ---[--ELECTRICAL DUCT BANK AND GRILL MINIMUM 4" DIAMETER, 120 VOLT, 100 CFM, DAYTON, HOFFMAN, OR EQUAL PROVIDE COOLING PER CALCULATIONS BY MANUFACTURER FOR VFD'S. SEE SPECIFICATIONS. ETM ELAPSED TIME METER T.C. TIME CLOSE ( D£V1CE BOX WITH SWITCH ( 1 POL[ UNUESS OTHERWISE NOTED) RECESSED INTO STUD GFI GROUND FAULT INTERIIUPTER T.O. TIME OPEN tf+.. WALL, SURFACE MOUNTED ON MASONRY OR CONCRETE WALL, AND WATERPROOF HOG SCH. 40 STEEL CONDUIT, HOT DIPPED GALVANIZED UCP UNIT CONTROL PANEL (FURNISHED WITH EQUIPMENT) DISCONNECT SWITCH (NON-FUSED) OUT-OF-DOORS. 3W-DENOTES 3 WAY SWITCH, 3P-DENOTES 3 POUE SWITCH, ETC. HLOA HIGH-LOW-OFF-AUTOMATIC SELECTOR SWITCH VFD VARIABLE FREQUENCY DRIVE 600/5 ~ CURRENT TRANSFORMER (3 INDtC.+.TES NUMICR or CT'S) 600/5 INDIC.+.TES XFMR R.+.TIO HMI HUMAN MACHINE INTERF.+.CE WP WEATHERPROOF ( HOA HAND-OFF-AUTOMATIC SELECTOR SWITCH. 3C 5f2, 3" CONDUIT WITH f'it.2 CONDUCTORS, 1 f2 HS HAND SWITCH 1f2 GRD. GROUND (GRD,). VIDE 1f12 GRD. MIN. ~ WHERE GRD. NOT SPECIFIED. FUSED DISCONNECT SWITCH INDICATING LIGHT: R=RED, G=GREEN, A=AMBER, W=WHITE LOS LOCK-OUT-STOP (WATERPROOF) IIPF2, PF2 CONDUIT NUMBER, SEE ABBREVIATIONS, AND CONDUIT LP5A LIGHTING PANEL "5A", ETC. .+.ND CONDUCTOR SCHEDULE ~ LPSA-3 LIGHTING PANEL CIRCUIT NUMBER 3, ETC. PUSH TO TEST INDICATOR LIGHT, R=RED, G=GREEN, A=AMBER, W=WHITE. ~225AF THERMAL M.+.GNETIC BREAKER, 225 INDICATES FRAME SIZE, 1 DO INDIC.+.TES TRIP CONDUIT AND CONDUCTOR SCHEDULE 100AT SIZE, 3 POLES UNLESS NOTED OTHERWISE - 3P H ..J..v _r: CONDUIT POWER CONTROL FROM TO REMARKS TRANSFORMER HAND-OFF-AUTO SWITCH NO. NO./SIZE [1 CONDUCTORS 2) NO./SIZE 1 CONDUCTORS (2) T MF1 2-4" CONDUIT ONLY (7) N/A N/A SDG&E TRANSFORMER SERVICE METER/MAIN SIZE/No. OF CONDUITS TO BE CONFIRMED WITH SDG&E ~2 FULL VOLTAGE NON-REVERSING COMBINATION MOTOR ST.+.RTER, WITH MOTOR CIRCUIT A MF2 3-3 1 /2" 3 ~350 MCM, 1 #350 MCM GRD (3) 1-3 1 /2" c.o. METER AND MAIN MAIN IN EQUIPMENT BUILDING POWER PROTECTOR AND AIR CONTR.+.CTORS. SIZE O MINIMUM WITH THERMAL OVERLOADS MF3 2-5• CONDUIT ONLY (7) N/A N/A SDG&E TRANSFORMER SDG6E UNDERGROUND P.B. SEE FIGURE I, APPENDIX C OF AND AUXILIARY CONTACTS (MINIMUM ONE N.C. AND ONE N.O.) OR AS REQUIRED FOR I I CONTROL, WITH ONE SPARE N.O. AND ONE SPARE N.C. SUBSCRIPT INDICATES NORMALLY OPEN INTERLOCI( CONTRACT SPECIFICATIONS NEMA SIZE DF1 2-3• 3 3 0, 1 2 1D GRD MCC LUG SECTION VFD 1 POWER $CT ~t DF2 2-3 3 3 o. 1 2 0 GRD MCC LUG SECTION VFD 2 POWER V.+.RIABLE FREQUENCY DRIVE WITH INLINE FUSES, PROVIDE MCP, c.e .. OR FUSED NORMALLY CLOSED INTERLOCK DF3 2-3" 3 3 0, 1 2 D GRD MCC LUG SECTION VFD 3 POWER DISCONNECT, BYPASS CONTACTORS, LINE REACTOR, AND FILTERS, UNO OR AS I DF4 2-3" 3 3 o. 1 2 10 GRD MCC LUG SECTION VFD 4 POWER SPECIFIED BY THE TECHNICAL SPECIFICATIONS. WHERE NOTED CT= CONSTANT NORMALLY OPEN PUSHBUTTON-MOMENTARY TYPE TORQUE RATED. ---0 0-- $ PF1 2 1 2· 3 250 MCM, 1 4 GRD 3 4• 6 12, 1 12 GRD VFD 1 PUMP 1 SPACE HEATER AND MOTOR HIGH TEMPERATURE REDUCED VOLTAGE SOLID STATE MOTOR CONTROLLER WITH BYP.+.SS CONTACTORS AND -I -NORMALLY CLOSED PUSHBUTTON-MOMENTARY TYPE PF2 2 1 2· 3 250 MCM, 1 4 GRD 3 4· 6 12. 1 12 GRO VFD 2 PUMP 2 SPACE HEATER AND MOTOR HIGH TEMPERATURE SOLID STATE OVERLOAD PROTECTION UNO OR AS SPECIFIED BY THE TECHNICAL PF3 2 1 2· 3 250 MCM, 1 4 GRD 3 4• 6 12, 1 12 GRD VFD 3 PUMP 3 SPACE HEATER AND MOTOR HIGH TEMPERATURE SPECIFICATIONS. PF4 2 1 2· 3 250 MCM, 1 4 GRD 3 4· 6 12, 1 12 GRD VFD 4 PUMP 4 SPACE HEATER AND MOTOR HIGH TEMPERATURE -~' TEMPERATURE SWITCH NORMALLY CLOSED PF5 1 • 3 12, 1 12 GRD MCC CCP AIR COMPRESSOR CONTROL PANEL -----J:'-THERMAL OVERLOAD REL.+.Y PF6 1 • 6 12, 1 12 GRD MCC EXHAUST FAN 1 EF1 PF7 1 • 6 #12, 1 #12 GRD MCC EXHAUST FAN 2 EF2 0 0 NOTC MOTOR (NUMBER INDICATES HORSEPOWER) ~ NORMALLY OPEN CONTACT TIMED TO CLOSE ON ENERGIZATION C101 3 4" 6 12, 1 12 GRD JUNCTION BOX 1 VFD 1 LOW/HIGH DISCHARGE PRESSURE PUMP 1 C102 3 4• 6 12, 1 12 GRD JUNCTION BOX 2 VFD 2 LOW/HIGH DISCHARGE PRESSURE PUMP 2 C103 3 4• 6 12, 1 12 GRD JUNCTION BOX 3 VFD 3 LOW/HIGH DISCHARGE PRESSURE PUMP 3 ® GROUND WELL C104 3 4• 6 12, 1 12 GRD JUNCTION BOX 4 VFD 4 LOW/HIGH DISCHARGE PRESSURE PUMP 4 NCTO C105 1· 1-3C SHLD CABLE (5) PRESSURE TRANSMITTER MCP DISCHARGE PRESSURE -CONNECT TO PLC C106 3 4• 3 12, 1 12 GRD PRESSURE SWITCH PUMP 1 MCP LOW SUCTION PRESSURE PUMP 1 0 JUNCTION BOX, CROUSE-HINDS, APPLETON OR EQUAL CAST CONDULET DEVICE BOX ~ X 0-NORMALLY CLOSED CONT.+.CT TIMED TO OPEN ON ENERGIZ.+.TION C1D7 3 4• 3 12, 1 12 GRD PRESSURE SWITCH PUMP 2 MCP LOW SUCTION PRESSURE PUMP 2 SURFACE MOUNTED ON WALL OR CEILING OR UNISTRUT FLOOR MOUNTED AND C108 3 4· 3 12, 1 12 GRD PRESSURE SWITCH PUMP 3 MCP LOW SUCTION PRESSURE PUMP 3 WATERPROOF OUT OF DOORS. MIN. TWO GANG SIZE WITH SOLID COVER. PROVIDE LARGER IF NECESSARY FOR SPLICING. C109 3 4· 3 12, 1 12 GRD PRESSURE SWITCH PUMP 4 MCP LOW SUCTION PRESSURE PUMP 4 e C110 3 4• 4 12, 1 12 GRD AIR COMPRESSOR SOLENOID MCP OPEN/CLOSE SOLENOID ~ MOTOR STARTER COlff.+.CTOR, NUMBER IDENTIFIES CONTACTOR c111 3 4· c.o. AIR COMPRESSOR MCP SPARE EXPLOSION PROOF NEW.+. 7 JUNCTION BOX. SIZE AS SPECIFIED OR AS REQUIRED C112 1 1/2" CABLE (4) FLOW METER MCP FLOW SIGNAL FOR CONDUCTORS INSTALLED. e C113 3 4• 2 ' 12, 1 f12 GRD MCC-LP CRT. /19 MCP POWER FOR TELEMETRY PANEL QJ RELAY, TYPE PER ABBREVIATIONS, NUMBER IDENTIFIES RELAY C114 3 4• C.O. MCC-LP MCP SPARE JUNCTION BOX, MINIMUM 4"x4"x3". PROVIDE URGER SIZE WHERE SPECIFIED OR C115 1 • c.o. 1 " B II 12, 1 • 12 GRD SURGE TANK MCP TANK LEVEL PROBES REQUIRED FOR CONDUCTOR SIZE. NEMA 12 INDOOR AND NEMA 4 OUT-Of-DOORS. 0 C116 1 1 /2" CABLE 6) D-1 RESERVOIR MCP WATER LEVEL SIGNAL PRESSURE TRANSMITTER C117 1 1/2" CABLE (6) D-2 RESERVOIR MCP WATER LEVEL SIGNAL @ COOLING TYPE LINE VOLT.+.GE THERMOSTAT., 120V WITH CONTACTS RATED MIN. 7 AMP C118 1 • c.o. 1 • 6 12, 1 12 GRD RECYCLED WATER PRV MCP SOLENOID VALVE AND LIMIT SWITCH AND T DIFFERENTIAL, DAYTON HEAVY DUTY WITH ON-OFF SWITCH AND JUNCTION 0 BOX WALL MOUNTED .+.T 5'-6" ABOVE FINISH FLOOR PRESSURE SWITCH C119 1 • c.o. 1· 6 12, 1 12 GRD POTABLE WATER PRV MCP SOLENOID VALVE AND LIMIT SWITCH C120 1" c.o. 1 1 /2" 2-3C SHLD CABLE C5l EXISTING TELEMETRY PANELS MCP RESERVOIRS D-1 AND D-2 WATER LEVEL SIGNAL @ LINE VOLTAGE THERMOSTAT MOUNTED IN MCC OR DISTRIBUTION C121 2-1· c.o. E.P.B. No.1 MCP PANEL. COOLING TYPE FOR EXH.+.UST OR SUPPLY F.+.N WITH 15" F. DIFFERENTIAL e C122 2-1· c.o. E.P.B. No.1 LIGHTING PANEL DAYTON, CHROMALOX, OR EQUAL HEATING TYPE FOR STRIP HEATER WITH 3" TO WHERE ON CONTROL OR S/L Dl.+.GRAM-MOTOR MOISTURE SENSOR C123 1 • B # 12, 1 # 1 2 GRD DETECTOR CONTROL MODULE MCP SMOKE AND SECURITY SENSOR ALARMS 1 O' F. DIFFERENTIAL DAYTON, CHROMALOX, OR EQUAL FOR SUBMERSIBLE MOTOR. C124 1. c.o. 1 • TELEPHONE CABLE EXISTING TELEMETRY PANELS EQUIP. BLDG. TELEMETRY PANEL CONNECT TO EXISTING LEASED TELEPHONE LINE (8) @ TWO STAGE COOLING LINE VOLT.+.GE THERMOSTAT WITH MIN. 5 .+.MP e NOTES: ABBREVIATIONS: CONTACTS, HIGH AND LOW SET POINTS FOR WALL MOUNT JUNCTION WHERE ON CONTROL OR S/L DIAGRAM-MOTOR TEMPERATURE SENSOR. BOX. (1) NUMBER AND SIZE OF CONDUIT(S) C101 CONDUIT AND CONDUCTORS -No.101 El (2) NUMBER AND SIZE OF CONDUCTORS IN EACH CONDUIT CCP COMPRESSOR CONTROL PANEL [I] TIMER, LINE VOLTAGE TYPE, 24 HOUR WTTH 15 MIN. INTERVALS ON-OFF SWITCH AND WHERE ON CONTROL DIAGRAM MOTOR PROTECTION UNIT, SUIT AILE FOR (3) 90"C (194"F) RATED THHN CONDUCTORS ONLY DF1 DISTRIBUTION FEED No. 1 MANUAL ST.+.RT SWITCH MOTOR TEMPERATURE SENSOR. {4) CABLE PER MANUFACTURER (FROM TRANSMITTER EF1 EXHAUST FAN No. 1 □LOS AT METER TO SIGNAL CONVERTER IN MCP) MCP MAIN CCNTROL PANEL WATERPROOF LOCK-DUT-STOP, HE.+.VY DUTY, HEMA 4 TYPE WITH LOCK OUT IN STOP POSITION. --ti--DENOTES A CONNECTION FROM .+. REMOTE LOCATION (5) SHLD. CABLE SHALL BE 3C # 16 BELDEN OR EQUAL MF1 MAIN FEED No.1 (6) CABLE PER MANUFACTURER (FROM TRANSDUCER AT PF1 POWER FEED No.1 DES an INLINE FUSE RESERVOIR TO LEVEL MODULE IN MCP, NO SPLICES). SUBMERSIBLE EMERGENCY STOP MOMENTARY CONTACT PUSH BUTTON STATION NEMA PROVIDE CONTINUOUS GROUNDED HOG CONDUIT. TYPE 6 OR IP 67. (7) PROVIDE LONG RADIUS SWEEPS PER SDG&E REQUIREMENTS. ~ ELAPSED TIME METER LOCATE IN MCC STARTER BUCKET, CRAMER (B) COORDINATE WITH OWNER DEVICE BOX WITH DUPLEX CONVENIENCE RECEPTACLE, 1 POLE (UNLESS NOTED 635K-M UNLESS OTHERWISE NOTED. ~ e= OTHERWISE), 120 VOLTS AC MTG HT 18" AIIOVE FLOOR UNLESS NOTED OTHERWISE. (F-INotCATES FLOOR MOUNTED, H-H.+.z.+.RDOUS AREA EXPLOSION PROOF, --/--ON-DFF SWITCH. WP-OUTDOOR WEATHER PROOF, GFI-GROUND FAULT INTERRUPTER). RECESS INTO F STUD WALLS, SURFACE MOUNT ON MASONRY OR CONCRETE WALL, AND PROVIDE WATERPROOF IF OUT or DOORS. ___r:--TF1 DENOTES A DRY CONTACT OFF RELAY TF1 TO TERMINAL BLOCK IN E-1 ,:__ MCP FOR INPUT TO TELEMETRY RTU. TELEMETRY RTU. IS OWNER 71 EXPLOSION PROOF CONDUIT SEAL FITTING, CROUSE-MINOS TYPE EYS FILLED WITH FURNISHED OWNER INTALLED. II AS BUil T" CHICO TYPE A SEALER. LOCATE ABOVE GRADE (EXPOSED) FOR .+.CCESS. -I MCC (DR DISTRIBUTION PANEL) AIR SUPPLY OR EXHAUST OPENING WITH GRIU AND FILTER. L',, -,-~~ -~r --9-Ji!J-fl.B. . n P.E. '2Al.2C. EXP 3-3 l.· 71?/0 DATE LIGHTING FIXTURE (TYPE AND MOUNTING .+.S NOTED) REVIE~ ,,,; NO. or FIXTURES ()J. . lffi'!~t iB_-2',~f'i f FIXTURE TYl'E FIXTURE LIST INSPECTOR =-DATE a AJ. ' ~ FIXTURE IDENTIFICATION \. 4/40 J NUMBER OF LAMPS/LAMP WATTAGE ~ CITY OF CARLSBAD ~ 2@ 4 ENGINEERING DEPARTMENT 8 PENDENT MOUNT FLUORESCENT FIXTURE WITH 3-'4W TUBES, GASKETED, 3/44 LITHONIA LIGHTING DMS348T8HOAR 120. PROVIDE THREADED RODS AND IMPROVEMENT PLAHS FOR: SUPPORT TRACK (HOG CHANNEL OR UNISTRUT) FOR PENDENT MOUNT. SUPERSCRIPT DENOTES NUMBER OF FIXTURES (TYP.) ENCINA BASIN WATER RECLAMATION PROGRAM, PHASE II lWIN D RECYCLED WATER PUMP STATION (,;so) KQu;cm B..ECTFIICAL NOi B, S't'liltOL.8 C0tO.JT NI) WALL MOUNT HIGH PRESSURE SODIUM FIXTURE, 50W WITH PHOTO CELL, ,,,Hss,0_,. COfOJCTOR SCI -•• E NI) ABIIEVIATIONB ~" ""•BEFORE 0 ""'"' ... .,, MEDIUM BRONZE LITHONIA LIGHTING TWP50S 120, OR EOUAL PROVIDE .y ,:,,\.,,£ If;,,,_ ~ ~STE'l'AQT CAST METAL DEVICE BOX RECESSED INTO WALL FOR WIRING CONNECTIONS. :.;~ ~~ AP~Q.: WILLIAM E. ~ER "(y 1-(800)422-4133 FIXTURE AND DEVICE BOX ASSEMBLY SHALL BE WEATHER-TIGHT. -Ca .. -INCORPORATED l-'Z1•o4 --Ill. llM5.J --u ll#,-z; -,.__ ~ - (2;~00) .. r., 9-JJ-a:i -DEPUTY CITY ENGINEER PE 28176 EXP. 03-31-06 DATE POLE MOUNTED EXTERIOR WORK LIGHTS, WITH 2 HIGH PRESSURE 3902 Unhoer91ty ,,,,.. j Rhoe~, CA._Al2501 • 901-INM-S900 °' < CAI.I. Undergl'Ollnd Service Alert SODIUM LIGHTS. LITHONIA LIGHTING HI-TEK TFL SERIES, TFL100STA2 * * I/\ "LJ5-8{.I/LT" 'IMW I I DRAWING NO. 120, MEDIUM BRONZE, WITH SQUARE STRAIGHT ALUMINUM POLE, 1 O' ~ CIY\l 'i#;~ APPROVED BY ;ii, /' 1 -~ F .1,-'- DWN BY: PROJECT NO. , DATE INITIAL DATE INITIAL DAI£ INITIAL HIGH . .+.ND 8528 MOUNTING BRACKET. 71° a, Cll \\ REGISTERED E~ EER No. 20453 DATE l-l,-~t REVISION DESCRIPTION CHKD BY: PES .3889 ENGINEER Of" 'MJRK OlHER APPROVAL CITY APPROVAL R\/'MJ BY: &!l 409-6B ) \ ,,:... wo 00 co I en m -II - l,j .... ~ " C) it' ~ !,j ~ I .... C) it' i • ~ 1§ <D I .... ,.._ C) ~ ~ ~ c,: ~ 5-: ' Q) ~ i 3 1/2" RAISED GROUT PAD I SDG&E t.lF3 BY CONTRACTOR PER SOG&E REQUIREMENTS. CONTl¼CTOR SHALL CONFIRM SIZE, NUMBER, ANO LOCATION WITH SDG&E. / _/ CONTRACTOR SHALL CONSTRUCT _/ TRANSFORMER PAO PER SDG&E REQUIREMENTS. MATERIAL, EQUIPMENT, AND WORK DESCRIPTIONS: 0 INLINE FUSES TO PROTECT VFD, CLASS T, SIZE AND TYPE PER VFD MANUFACTURER. @ PROVIDE LINE REACTORS ANO HARMONIC FILTER AS NECESSARY FOR HARMONIC SUPPRESSION. @ VARIABLE TORQUE, VARIABLE FREQUENCY DRIVE, SEE TECHNICAL SPECIFICATIONS. 0 COMPRESSOR MOUNTED PANEL WITH SWITCHGEAR AND CONTROLS. © CABLING FROM MCC LUG SECTION TO EACH VFD SECTION SHOWN. AS ALTERNATIVE VFD'S MAY BE INSTALLED IN BUSSED t.lCC SECTIONS AND MCC LUG SECTION DELETED. © POWER MONITOR FOR PHASE LOSS, PHASE REVERSAL, AND LOW VOLTAGE. 0 TRANSIENT VOLTAGE SURGE SUPPRESSOR. © THERMOSTP.T CONTROLLED VENTllATION AND SPACE HEATER SYSTEM PER VFD SPECIFICATIONS. MCC I f--20· DEEP x 90" HIGH. I ! NEMA 1 GASKETED ENCLOSURE SOOSE UNDERGROUND PULL BOX 1 480V, 3•, 4W / SDG&E TRANSFORMER ,---+--+-'-, ;' IACC ., J ' .. . ' TOTAL CONNECTED LOAD • 721A i I , LUGS r "ALTERNATIVE" BUSSED MCC SECTIONS '5' _,-VFD ENCLOSURES / / FOR VFD'S \::.I ! r 7 -/---F .1~-,---7------T---+------r ' F------, 7.,/~ ~~~Jr ~~~~~~bs~o-rgR i i --- , PULL SECTION , METER AND "'4AIN PER / I SDG&E REQUIREMENTS 480V, .ltl, 1200A COPPER BUS, BRACED FOR 65,000A RMS I ..l, r---,,) r---t,) ,---,.) ,----,,) / WITHOUT DISCONNECTING r--,aj"---,-7-~;:.:..:..:....:::..:..:....c::=r:..::.;_.;,_:cc.;__;:..:..:7'c:..:..;=;_;_..:.;.;.....:;_;F:..:c..c...;.:;c:.:..._--1._1_1i:::::;1 , , // CIRCUIT BREAKER (TYP.) I PM f I rvss(?) 1sA / 20 s2w / 20 s2w ' i~A It ~ 2sOA )2sOA 2soA O .-;;; ~-----.-I ~j 7 j/7 / . =: (M ~~....,._., 0 1200AF 900AT SDG&E t.l ETERS 1200Af' 900AT POWER SURGE "i----0 .. 1-1 MONITOR SUPPRESSOR ~ ~ ~ a. ,.._ LL a. •....,.~-..,.-~....,, 1 SKVA ,,....,-..,--., 480-120/240 90A 12CT --0 VFD -0 ... a. N LL Cl ,., .... I LL I LL Cl Cl VFD VFD VFD N ,,, .... ... ... ... a. a. a. L----f----.L-----,--_J IL.-1---~ I ______ L__-+------+-------+------~-----__l__ ........ ......,.....,.~ 1--i------lr----•------_l _J _J 34' -8" ~Q .. z CONNECT TO BUILDING~ :ii!~ GROUND SYSTEIA "--~ ~ MF2 20' -0" (MAX.) 24" MIN. TO 30" MAX DEEP x 48" MIN. TO 60" !AAX. WIDE x 90" HIGH NE"'4A 1 GASKETED ENCLOSURES ( 4 TOTAL) HOFFMAN, LEE OR EQUAL SPECIAL SIZE WITH DOUBLE DOOR ANO SINGLE ACCESS. (4) CCP -SURGE TANK AIR COMPRESSOR -EXHAUST FAN 1 ~J.3.4A EXHAUST FAN 2 • • I ' SEE LIGHTING PANEL SCHEDULE HEREON SINGLE LINE DIAGRAM N.T.S. -- I I ------1,------,-+-----1------~ -------.---------1---------1------~ @ 36" 7 - l150 169A PUMP 1 I 150)169A PUMP 2 i .,,----RESERVOIR LEVEL, MOUNT SONIC 150 169A PUMP 3 @)169A PUMP 4 120V/240V 20A A 8 20A MOTOR SP.ACE HEAlERS-~ ~ f 1 2 pi 2 !2.~W-IHTERIOR LIGHTS (170W EA.) __,, ! . . I \ ..--:/ MODULE ON FACE OF SWING OUT ,-----------, .. ,.<:/ PANEL (TOTAL 2) .....,.,..,.✓ v~ MCP CON1fflll.S-~w~3 4~150'-EXTERIOR LIGHTS GFI • 24" DEEP x 24" DEEP• ~ 36" WIDE x -- 90" HIGH ... ..-...-// _..~ HOFFMAN 90"(H)<36"(W)x24 "(D) INTERIOR RECEPT>.cl.ES-~W~ 5 6 ~~-FlELD INsrnuMENTS Gfl I I - 36" WIDE • 90" HIGH NEMA 1 ,___~3D" -..,...;=20" WID~ , 20" ___ 30" 5'-0" Wl~DE~---GASKETED >--20" DEEP MAX. (TYP.) ·1 , EXHAUST LOUVER 1, ENCLOSURE NEIAA 1 GASKETED □..--..-·□,,..-// i----t~~ELBACK PANEL AND SWING OUT ...--------SWING OUT PANEL EXTERIOR RECEPT.ACLES-~W~ 7 8 ~2~-SECURrTY/FIRE I I PROTECTION MODULE TELEMETRY PN4EL-~OW~9 10~-·-SPARE =t==1~~~c==1®~Tl~(1Y~~P-~::£_,~,,r~llr.:T~°'•J~~~~@@~[===~~~~=5=j-i-1 __ ===--=~--,--==--==------==-==--.---=--_:=--.----=--~=t-_/_(_TY7Pr.J __ '--==-~--,------=~~---,-----=~=~:-----,1 ______ r-__ ENCLOSURE (OFOI) ------, .__ >-- ,___ -.__ >-- ,___ 1200A MAIN PM NSS .----, ,----, I I I I L--....1 L----' AIR COMPR£SSOR SPACE EXHAUST 1------1 FAN 1 EXHAUST FAN 2 SPACE r-----, ._ _____ _J 12 CT LP. CB I CB 15KVA XFMR r------, L-----.J LUGS VFD1 VFD2 .-------, ..------, ·-----~ L-----.J VFD3 ..------, r-----, L-------' L _____ .J VI )4 MAIN CONTROL PANEL (IACP) TELEMETRY OFOI - - - - -' 0 a, -I - - - --- .... -,,~ DIGITAL INDICATOR FOR DISCHARGE I _/ PRESSURE TRANSMITTER MOUNTED .,,-I·-' ON SWING OUT PANEL 1 , u/· _____ FLOW METER SIGNAL CONVERTER WITH INDICATOR AND TOTALIZER FLUSH MOUNTED ON SWING OUT PANEL ~_.,..------- _--INDICATOR LIGHTS AND SELECTOR SWITCHES ...------MOUNTED ON SWING OUT PANEL ____ IAOUNT RELAYS, CONTROLS, PLC, POWER ----SUPPLY FOR PRESSURE TRANS"'41TTER, AND -,.--TERMINAL STRIPS ON BACK PANEL r-------, L--·· I r--- TERMINAL STRIPS BEHIND SWING OUT PANEL (IACP-TS) FOR CONNECTION BY OWNER TO OFOI TELEMETRY PANEL 1 I I I ,r PROVIDE 12" LONG x 6" HIGH CUT ,// OUT WITH SIAOOTH EDGES FOR I I _..-· / CONDUCTORS FROM OWNER FURNISHED, I I ; OWNER INSTALLED TELEIAETRY PANEL I I / ;o I I SPARE---~11 12~-·-SPARE 12 CIRCUIT (MIN.) TOT.Al WATTS ~ 2760 TOT.Al WATTS -2962 TOTAL CONNECTED LO,',O -5722 WATTS NOTE: CONTRACTOR SHMl. IWANCE LIGHTING PNIEL LOIDS AS REQUIRED FOR EQutPMEm f\JRNISHED LIGHTING PANEL SCHEDULE E-2 , ,@, -©-1 -1-------L-=---'------=:::.....---1. __ -+-__ ...___---=:.,_-+-'---=---L..--'=;__-~-....:==-----'--....;;;..---i-'-----':.,_---'---...::;..--+-'------...L...---t---~---t-·---'-1 0--8. 0 0 0 0 0 0 . 0 L __ ~ ______ .,_1~---__ ;,._ I I I I I I I I I I 1 1 I I I I I I I I I I I I I I I I I I -1 NI ..,I •1 I ~I ~I ~I ~I I I I I I I I I I l, __ p __ _J, ---DF2, OF3. DF4 _ _LI _____ DF3, DF4 __ J ____________ ) I I l I , C113, C1l4 / ------ PANEL ELEVATION SCALE: 1/2"=1'-0" MCP ELEVATION SCALE: 3/4"=1 '-0" NOTE: CONTRACTOR TO SUBIAIT DETAILED LAYOUT DRAWINGS (TO SCALE) FOR ALL PANELS. DRAWINGS SHALL INCLUDE PANEL INTERIOR AND DOOR FACE, WITH COMPONENT LOCATION AND SPACING FOR OWNER P.PPROVAL. "AS BUil T" 7 Z 5'--6-48 P.E Z8t7t;. EXP. 3-3/-Zbl~ DAlE REVIEWED BY: U)~4uY INSPECTOR DAlE l---+--+-------------+--+--+----t----1 CTr] Cl~!~N2fiNG ~M!~~AD ~ IMPROVEMENT PLANS FOR: ENClNA BASIN WATER RECLAMIITION PROGRAM. PHI\SE II TWIN D RECYCLED WATER PUMP STATION B..EC111CAL •n "; I JIE ~ SCI !I ■ ER, ,,,ius101: K:Qit:Gt::Q NO PAN3.. a.EVA110NB ~ 48 hoursB[FQR[excavailon f:'-"'\E lt~i '..IJ.Tt:..,.A"T APPROVED: Wl~LIAMl;...fl\JMMER 1 (800)422 4133 := ~ 11o. 2ll4il ~ ~ e, ... ..,_ , • co • , o •• T • • 441 li'A,r L ~4 -3 1-1,z-o,4 Y\, --• e. t-H -oEfuTY CITY ENGINEER PE 2s11s EXP. oJ-31-06 DA TE '---,,J CALL U Ider nd Senice Alert * * 3002 u • ...-,. ..... -.-. CA. ~• .... _..._"'"'° l/1\ •,4[3-.!X//LT" cl ,< llglOU ~ C/YII. ~.. -• OWN BY: -=:!i!!L I PROJECT NO. I DRAWING NO. <: .._ c:;;..--,._-to, cu\\'I": APPROVED B'\" •-( '. ,11~, 1/./ -DATE INlllAL OATE !Nill.Al DATE tNlllAL RCHVWDKD BBYY:. PEJCRS 3889 409-68 ~ L _____________________________________________________________________ J;:::;~~~••~~;:::;!:~RE~Gl~ST~E~R~ED~E~H(ii!ll~E~ER~N;o;. ~2~0~4~~~DA;J~E~{~-/.~~~-q~f~~ENGl~N~EE~R~OF~WOR~Kk;;:::;;:::;~R~E~V~IS~IO~N~D~E~S~C~R~l~P~T~IO~N~;:::;;:::;;:::;~o~JH~ER~APP~RO~V~AL~;a~TY~A~P~PR~o~v~AL;!~~~~~-~~;;;;;;~~~;;;;~~~~~~ I\) U'I 0 -w 00 , ' 0 == G") ~ 0 co I en m l I- • I I 6 MAIN 7 NOTE: 2 MCC 'I' I ~I [;I I I I 6 MCC LUGS -e-t- SEE CONDUIT SCHEDULE ON DRAWING E-t. T . __A) C116, C117, I C118, C119, C120, C121 Cl 24 VFO 1 VFD 2 VFD J ELECTRICAL POWER PLAN MATERIAL, EQUTPMENT, AND WORK DESCRIPTIONS 0 ALIGN rACE OF MCC, VFD, AND MCP PANEL DOORS. @ INSTALL SHEET METAL FILLER PIECES (MATCHING [LECTRICAL PANEL GAUGE AND COLOR) AT TOP AND SIDES TO COVER OPENINGS BETWEEN BACK OF PANELS AND BLOCK WALL @ ATTACH CONDUIT WITH UNISTRVT SUPPORT SYSTEM TO ROOF BEAMS. 0 fACIL.JlY GROUND, 1350 MCM BC INSTALLED 6" BELOW SOTTOM OF FOOTING. PROVIDE GROUND WELLS /,S SHOWN, @ CONNECT (CAD Wrul) f3/0 BC GROUND TO 1350 MCM BC GROUND LOOP ANO CONNECT TO VF'D GROUNl5 (TYi' .) @ now METER JUNCTION BOX PER MANUrACTl.lm. (!) SECUR\T'I' /IND SMOKF.: OETtCTOR CONmOL MOO\ll.E PER SPECIFICATION SECTION 17310. SCALE: 3/8"s1'-0" • "' - • t 0 "' 0 .,., • 0 -• 5'1 f0 CONCRETE fOUNDATIDN - NOfE: • PER sDG&:E REOUlREMENTS. OBTAIN SHOP DRAWING APPROVAL FROM CITY AND SDG&E PRIOR TO FABRICATJON. PLAN . ELECTRICAL SERVICE DETAIL SCALE:, 3/B"st'-0" 2 0 -tt!rK.Wll-<>--6- rLOW METER • i 12• r 1 -,· "" .) • • • • • ~ . 6 .: PULL SECTION i : lP--tRT 7 \. '11- •. CONNECT 350 MCM BC TO . _ffi (INSTALL 4 MCC GROUND BUS BAR § i ,f\2:7TYP.) t:)-., 5 (TYP.) .... ~ Y ' IP-CRT 7----, ~r----,L'....._---------+-----1r-----t-_::~'-'----~ -----------------:,7 / ------~-----~--...----------------__ ,.._ IJAIN MCC IJCC LUGS 3 ---·-~-....... -/ . r ..... -· ' V,D 1 EF1 -· --·-. ..... ... ' VF"D 2 . -·-·--..... :~--- . ---c{·--~-...... ~-....,;.~ ....... .,.;.. __ . ---· -:· ~-----------· . ' LP-CRT 5 ~ ·, -----\, _,. . .... ...... - ------.,. . ..... .... ---·-,· ..... TO IICP I I / -..... . .._,. \ \ \ L VF"D 3 'ro SWITCH 1@(TYP.) .,--·-·--..... . ..... . .._,. . ~(TYP.) .,,,..-•"Ull'·--..... .... ..... . . - 3 ----..... -· ·-..... I.IDS ------___ _,_ ____________ _ . ' VFD 4 ~Al', CONTROL TEL[M[TRY PANEL ) (MCP) (0'"01 EF2 --·-., -·-·-...... .,.,. . . ...... ... .... .... • -I i ------■-•-I .... _,,,.. . ' ..... ,,. . ..... ,t . ..... -------------- I I I I I I I .... ~ , I I I I I 3~ '\§1 I I wP I I I I I I I I I I I I I I I I -----------------------------------------------------------------~ tr---------~~------------------------~-----------------------------------<~ LIGHTING PLAN SCALE: 3/B"sl'-O" r (MIN.) :-.... FINISHED GRADE PER PLAN "----GROUND CLAMP ~-. ·~ PRECAS'r CONCRETE TllAFF'IC eox WITH CAST IRON COVER ,PROVIDE ST. STL WEDGE SEE SPECIAL CTION PROVISIONS GN REQUIREMENTS. = . . . \-_:. MARKED "GROUND", BROOKS 1-RT, J&R CONCRETE V2-R, OR EQUAL / ANCHORS. CONSTRU FOR DESI I r3" RAISE D GROUT PAD ABOVE GROUND I I I SET 3":I: ' • I : N -, J/4" GRAVEL. 1 CV81C -~ FQQT (MIN.) ;:5/4" DIA. x 1D' LONG (MIN.), COPPERCLAD STEEL GROUND ROD \_ BARE STRANDED COPPER. SIZE Ki, SHOWN ON THE DRAWINGS "A..'</-. yfx,_y . .-, .-...V..t..--~'0,.--" ,. EB E-3 I/ • -f5 O 12 O.C., EA WAY, TOP AND BOTTOM 1 SCARIFY 2 • BELOW CONCRETE rouNDATION AND COMPACT TO 95% ELEVATION 2 C-3 GROUND WELL DETAIL N.T.S. "AS BUil T" ~4; t-: 2«-"t. 9-8, as P.E: '2812? EXP. 3·3(-:;?o,-o DATE REVIEWED BY: ~l=11,q,:: INSPECTOR 6-"Zh·DB OATE fSHrE1l CITY OF CARLSBAD ISHEETSI l---t--t---------------,i------r--7--,---, L.1.§_j ENGINEERING DEPARTMENT 38 :::,:::::MP;:RO;;:;:VEMENT~;;::;:_;::p;::LA:::_ ~N:;:S~FO=R:=-======~===: l---l---+---------------11----r--t---;---, ENCINA Bl'SIN WATER RECLAMATION PROGRAM, PHASE fl TWIN O RECYCLED WATER PUMP STATION EOUl'MENT BlLCNG ELECTRICAL POWER Pl.AN KR.IEGER. NO ~G PLAN ~ "8 h01ITTBEFOR[excovotkm '-"'~E ti~ -:i.Q APPROVED: WILLIAM E.J!l.UMMER ( i •· ...,, 'i: --~t!'_Tr:_w._i_R_T ___ •_•_c_•_•_•_•_•_• _r _• •_· -----11,1--::. -= -= -= ➔➔ _::. -= -= -= ++ _;:_ -~ _,; -~ -..,-,, _ 77 -,,, _"" -, _________ .:. -= -= -= -= -= -= -= -= -= -= -= -= -= -=t-~ -= _:::.-=-=rt-_.c... _= -= 7=ff-______ '.ff-____ '-, ~L.,P.,.~ ~ .U./4-, 1 , I· zz . D4 1-800)422-4133 ," ,_,_":""M ---~-OEPUTYCffYENGINEER PE 28176 EXP. 00-31-06 DATE ..,-. N"W 160:2 Uni~ Ave.· fftveraide. CA. 12501 • ID9-e4-e900 NAc, DIJJIT" if·· , ____ .:._ __ ·_CAI.I._U_n_de-rgro-~und_Se_rv_ic,_eAle_rt _________________ ~ .............................. _ _: ________________ .;_ ________ .;...b~~~t/Yl~\.~· ~;;J;~~~~~;;;;;;;~~;;;;;~~~f!o~ ... TE~~INl~TIAL~~=.,_,=,_,=·o~•;~,;~Vl~··~s~iO~N~O~ES~C~R~l~P~Tl;O~N==:::;:::;:!o~~~ ... TE~APPR~"'o~1:~:~~:~;~M'~P:0:':::;;;!~2t;K;D;;BB;:~;;iifii;;;1=:=:PR:~:JE:8c:i:9N:0:.:==:1:04:R;:W1:9 N:G:6:NB:o.~ REGISTERED OATI' /•/f,-Of El'~ Of WORK ---------- . . . . . . .. I ' • . .-~'--....<..~c:.....~. , .. c • ' .. _, ',..,. ,,, ",,,._ 1 •,-·'.;~~. . .. -__ ,_ . .. II - VFD FILTERS AND LINE -\ REACTORS NOT SHOWN. \ \ LP CRT.3 H N L1 L2 L3 VAAIABI.E .------1FREQUEHC'tl--+f"''t--------l LEVEL PROBE t.i\ RELAY ~ T T H ; IN LINE ; FUSES (CT) , XFMR 480V/120V ,-,,,---rv--.. 1--_. VENTILATION SUPPLY FAN ,.,_...... SPACE HEATER ~HNID 0 0 0FF AUTO RTU-1 ~ HPR-2 LPR1-2 IPR2-2 1 '-"-"-AJ CONTROL rv---rv--.. XFMR 480V/120V PCR1 VFD1 -1 PFR-1 VFOR-1 l,ITAR-2 ,---Y!:~---, ,,--------® I VFD I/ DRIVE 'IFD1 G ETM VFD MOTOR ?ROTECTION N PUMP VFD START PUMP ON ELAPSED TIME METER PUMP CONDITION RELAY ~o T...:..:..:C TO MCP-TS * HAND (TYP.) C * VFD1-3 C ----1 MOTOR 1----------------VFD PROTECTION 1 f'llOTECTION I WITH MAN UAL RESET L _________ J VFDF -1 ,_,,-,--0 -----11-'-'-/-----------I' 1-----VFD FAIL PROTECTION RELAY RESET VFD FAIL CONTACT VFD1-2 HPR-1 HPS1 HPTD T.C. >-----.. ~~~ *VFDR-2 C 170 WATTS* rt:!!1----i MOTOR SPACE HEATER COMMON FAIL RESET 11-----0-60 SEC TIME DELAY SET AT 5 SEC. 1----HIGH PRESSURE * HPR-3 RELAY C 1-----.. HIGH PRESSURE FAIL LPS1 VFD1-4 LOW PRESSURE TIME DELAY (SUCTION) t---+---@--o-J"tS---@----tl-..-----(U>IID1-------+ 0-120 SEC TIME DELAY LPR 1 -1 --0 LPTD1 T.C. SET AT 30 SEC ,__ ___ LOW PRESSURE RELAY (SUCTION) l----4 LOW PRESSURE FAIL (SUCTION) LPS2 VFD1-5 LOW PRESSURE TIME DELAY (DISCHARGE) t---+---@--o-~-@----tt-..------,JJ'TD:!1-----0-120 SEC TIME DELAY LPR2-1 ---0 LPTD2 --1f----------O..,.,?--t---1.1 MTAR-1 illl'. CONTROL MODULE (TCM) --0 TEMP. PROIIES L---,811N MOTOR T.C. MTTD N.O.T.C. SET AT 30 SEC 1----LOW PRESSURE ~R2-3 RELAY (DISCHARGE) ~c HIGH MOTOR TEMP TIME DELAY 11-----0-60 SEC TIME DELAY SET AT 5 SEC. 11-----HIGH MOTOR TEMPERATURE AUX RELAY r-----.. HIGH MOTOR TEMP * MTAR-3 FAIL C (1) ODT1-1 ON DELAY TIMER (O TO 120 SEC.) ADD AIR/OPEN SOLENOID PROBE RELAY D-+-----------~1-.JJ''--TO ADO AIR/OPEN SOLENOID PROBE <------------------@--'!'-TO COMMON GROUND PROBE (1) LEVEL PROBE RELAY @ ON DELAY TIMER (0 TO 1 20 SEC.) D---¾f-{] ODT2-1 HWL PROBE RELAY D-+-----------➔il---'l'-TO HWL PROBE <-------------------1811---'1'-TO COMMON GROUND PROBE PR2-4 RESET HWL-1 --0 ~ LEVEL PROBE RELAY (2) ODT3-1 A HWL RELAY >--..... HWL Al.ARM LIGHT ON DELAY TIMER (0 TO 120 SEC.) LWL PROBE RELAY _.rn._ TO LWL PROBE L------------------1811-.Jf'-TO COMMON GROUND PROBE PR3-1 LWL RELAY RESET LWL-1 ~------<1...J....0-----lt--->------Q.---I A)--..... LWL ALARM LIGHT --0 * LWL-2 ~ LEVEL PROBE ~----~ RELAY (1) 0 CA ---c~ OPEN 0 a.OSE ODT4-1 PR1 oAUTO ....... c.....-~lo------1t t--~ CAR-2 PR4 II It--~ CAR-1 ON DELAY TIMER (0 TO 120 SEC.) STOP AIR/CLOSE SOLENOID PROBE RELAY '--JI'\.-TO STOP AIR/CLOSE SOLENOID PROBE COMPRESSOR AIR RELAY COMPRESSOR AIR _ .. SOLENOID VALVE ENGERGIZE TO OPEN VALVE (ADD AIR) -----9..-tG i----VALVE OPEN LIGHT --0 SEE UPPER RIGHT FOR CONTINUATION (1) CLOSE ON RISING LEVEL AND OPEN ON FALLING LEVEL. (2) OPEN ON RISING LML AND CLOSE ON FALLING LEVEL. PUMP MOTOR CONTROL SCHEMATIC DIAGRAM (TYPICAL PUMPS 1, 2, 3, AND -4) COMPRESSED AIR AND SURGE TANK LEVEL CONTROL SCHEMATIC DIAGRAM LOCATED IN THE VFD PANEL 48 hours BEFORE excavation 1-(800)422-4133 CALL lhiderpnd Senice Alert LOCATED IN THE MCP SEE LOWER LEFT FOR CONTINUATION ~-------,~--LEVEL PROBE RELAY (2) D D ODT5-1 ON DELAY TIMER (0 TO 120 SEC.) TANK LEVEL BELOW LP CRT.3 H N 50~ ½Rs-1 D-+--------------181-..JJ''--TO 50~ LEVEL -r..:...:_:: PROBE 0 C A ---<~OPEN L------------------1811-.Jf'-TO COMMON GROUND PROBE 0 U.OSE 0 AUTO RTU-5 ~1----1:~ PW-PRV RELAY o---tf---{J LEVEL PROBE RELAY ODT6-1 ON DELAY TIMER (0 TO 120 SEC.) TANK LEVEL (SPARE) VALVE SOLENOID --11----------------@-~.l:I---®---+ ENGERGIZE TO OPEN PW-PRV PWV-1 (OFOI) s (OFOI) ....... -00---~- LIMIT SWITCH CLOSE ON VALVE CLOSED PWC-2 VALVE CLOSE ..C:::: ~C-1 o-+-----------➔1-.JJ''--TO SPARE LEVEL PROBE VALVE OPEN _..rn~ TO COMMON GROUND PROBE -----9..-tG r--- --o COMPRESSED AIR AND SURGE TANK LEVEL CONTROL SCHEMATIC DIAGRAM (CONT.) POTABLE WATER PRESSURE REDUCING VALVE CONTROL SCHEMATIC DIAGRAM LP CRT.3 H RESET LOCATED IN THE MCP PFA2 POWER MONITOR WITH ADJUSTABLE TIME DELAY, SHOWN IN TRIPPED CONDITION. (MODIFY WHERE BASED ON EQUIPMENT FURNISHED) N l---PHASE FAILURE PUSH TO TEST WARN!NG-YELLOW ........ PHASE FAILURE AUXILIARY RELAY 1--.. PHASE FAILURE RELAY ..LPFR-1,2,3, L...!:...."' 5 LP CRT.3 H LOCATED IN THE MCP 0 C ~ ---<~OPEN 0 CLOSE (i'I RTU-6 ~ c>oAA=-:0'-------,181 ---i 1----G-...J N RW-PRV RELAY RWV-1 s VALVE SOLENOID --11----------------@-~.l:I---®--+ ENGERGIZE TO OPEN RW-PRV -~- LIMIT SWITCH CLOSE ON VALVE CLOSED RWC-2 -----9--< R l--- --o -----<1--i R 1---... --0 VAJ..VE CLOSE r= ~C-1 VALVE OPEN POWER MONITOR CONTROL SCHEMATIC DIAGRAM RECYCLED WATER PRESSURE REDUCING VALVE CONTROL SCHEMATIC DIAGRAM LOCATED IN THE MCP WATERW.., EQUIPMENT, AND W0f!K DESCRIPTIONS SHEET E--4 G) DRY CONTACT FROM OFOI RTU/TELEMETRY PANEL. @ 4-20 MA FROM OFOI RTU FOR PUMP SPEED CONTROL. G) HOA SELECTOR SWITCH WITH AUXILIARY CONTACTS FOR HAND AND 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 250 PSI RANGE), CLOSES ON HIGH PRESSURE, INITIAL sm1NG AT 1-40 PSI. 0) LOW PRESSURE SWITCH AT SUCTION CAN (0 TO 10 PSI RANGE), CLOSE ON LOW PRESSURE, INITIAL SETTING AT 20 PSI. @ LOW DISCHARGE PRESSURE SWITCH ( 10 TO 50 PSI RANGE). CLOSE ON LOW PRESSURE, INITIAL SETTING AT 25 PSI. LOCATED IN THE MCP (v MOTOR TEMPERATURE CONTROL MODULE BY TEMPERATURE PROBE MANUFACTURER. @) NORMALLY OPEN, CLOSE ON HIGH TEMPERATURE. @ PROVIDE DOOR MOUNTED SPEED PO"T FOR VFD SPEED IN HAND MODE. @ TRANSFORMER SIZED FOR VENTILATION SYSTEM AND STRIP HEATER. @) SUPPLY FAN(S) AND SPACE HEA"TER TIHERMOSTA"T OPERATOR PER VFD MANUFACTURER. @ LEVEL PROBE RELAY WITH REDUCED VOLTAGE TRANSFORMER AND NO/NC CONTACTS. @) PROVIDE NO/NC CON"TACT FOR FUTURE CONTROLS. @ PROVIDE SINGLE GROUND PROBE. E-4 "AS BUil T" 42%' C:'8s a:... f,6,Pa P.E 28{2(; EXP. 3-3(-z,,...,. DATE REVIE~D BY: W~ I -.,,_ ✓ ts -:U,-C!# INSPECTOR .,., DATE fsHm7 CITY OF CARLSBAD I SHEETS I l----+--+-----------------+---+----1---+------t ~ ENGINEERING DEPARTMENT 38 1----+--+-----------------+---+----t---+------t ;::IIIP:::::::::RO~VE::::,;:ME;::NT::::::::::::::P:;:LANS:::;:::::;::::::;m:;:R::;:·======::::::'.-=::::==: Ko.1r:cr:o. INCORPORATED DA TE INITIAL REGISTERED DATE /-/~-Ott-EN~EER OF IIIURK ENCIW. BASIN WATER RECLAMATION PROGRAM. PHASE II TWIN D RECYCLED WATER PUIAP STATION B.ECT1ICAL canROL. DIAQRAM8 APPROVED, WILLIAM E.3:-u~MER &?tl4,.· ,::~,, .. ~ / -II - '• ~ "' ~ Ill MCP-lS DI/DO FOR 0f'0I RTU AUTO POSITION .-n::-+----O• o--.-- - 3C SHLD. CABLE - MCP-lS AI/K> FOR 0f'0I RTU RES. D-1 LEVEL -A-1----C 0----- HAND POSITION +---:1: f--f-0 0-----=~ 4-20 M.4 ---\:1-+-0 0--r--- PUMP RUN +-:1:f--1-0• 0--~ - - VFD1-3 RES. D-2 LEVEL --1-0 =~-+o 0----- AI 0-----VFDR-2 HHt--o HPR-3 i---!H-0 LPR1-3 Hl-+-0 LPR2-3 HHf-0_ C START/STOP ----lt--o PUMP ~--OPEN/CLOSE ----lt--o PW-PRV 0--e--- 0--r-- - 0--r--- 0----- 0----- DO 0----1_ RTU-1 0----_J 0--e--1_ DO RTU-5 o--~-_J 4-20 M.4 RES. D-1 LEVEL ---1-o (FROM EXIST. PRESSURE ~ER) --If-a 4-20 MA 0----- AI 0--1--- RES. D-2 LEVEL ---11-0• 0--- - - (FROM EXIST. PRESSURE TRANSDUCER) --f-0 - 4-20 MA Al 0--1-- - DISCHARGE --1-0• 0----- PRESSURE 4-20 MA ---1-0 -Al 0----- DISCHARGE ---1-o_ 0--- -- FLOW Al 4-20 MA ---11-0• 0--__ _ OPEN/CLOSE 0--,--1_ DO RW-PRV RTU-6 SPEw TO 0----- PUMP 1 NJ --+-0• o----_J RWC-1 .. " RW0-1 " PWC-1 " " PW0-1 .. " C PFR-5 --I :Ht--o CRT f9 --+-0 0--r-- - 0----- 0--i--- 0--e--- o--~-, \ 0--,-__ \_ INDICATES CONNECTION BY OWNER FROM TERMINAL o----STRIPS TO RTU (OFOI) 4-20 MA --1-0• 0--__ _ SPEED TO --1-o PUMP 2 4-20 MA --1-0 . SPEED TO ---1-0 PUMP 3 4-20 MA --1-0 0--1--- NJ 0-1--- 0----- NJ 0----- SPEED TO ---lf-0• 0--- - - PUMP 4 4-20 MA --if-a NJ 0----- ~-t--o·... 0-1--- -I DOOR SWITCH f1 --I: -0--r---PROVIDE MIN. 10 _j SPARE TERMINALS DOOR SWITCH f2 ---11:f--f--C_ MOTION DETECTOR ---11:1--i-c SMOKE DETECTOR --1·H-o I PROVIDE MIN. 20 __/ SPARE TERMINALS o--- - 0-r--- 0---- MCP TERMINAL STRIP SCHEMATIC LP CKT 4 120VAC H .-------------, 1 PHOTOCELL 1 "--@---@--+' --I" I v-I II I I I L ____________ .J .-------------, 1 PHOTOCELL 1 "--@---@---+'----," I v-I II I I I L------------.J ... ------------, --@---o'_,R<o--,8_1-----, 1 PHOTOCELL 1 I ' I I I I I I I I L------------.J N 50W ~~__,. OUTSIDE BUILDING W • LIGHT (NORTH) 50W W~~__,. OUTSIDE BUILDING • LIGHT (SOUTH) 50W w f--➔ OUTSIDE BUILDING LIGHT (WEST) EQUIPMENT BUILDING OUTSIDE LIGHT CONTROL DIAGRAM LOCATED IN THE MCP PANEL LP CRT.6 H LEVEL N 1-----------------'T'-----4-20 MA, SHLD. CABLE TO TERMINAL STRIP ULTRASONIC LEVEL 1----------------~ MODULE RES. D-1 IL-----------------'J'----,----CONTINUOUS GROUNDED CONDUIT I WITH TRANSDUCER CABLE (TYP.) LEVEL I PS EJ--~ TRANSDUCER (TYP.) 1------------------'l'----~ 4-20 MA, SHLD. CABLE TO TERMINAL STRIP 1------------------1 ULTRASONIC LEVEL MODULE RES. D-2 3 POWER SUPPLY FOR 1----------------; PRESSURE TRANSMITTER IL_ _____________ ---'ll"----0--PT f-®------1 PRESSURE INDICATOR AT MCP L------4-20 MA, SHLD. CABLE 1-----------------'T'-----4-20 MA, SHLD. CABLE TO TERMINAL STRIP FLOW 1------------------1 SIGNAL CONVERTER FOR FLOW METER TO TERMINAL STRIP IL------------------"J'----il~---,---SIGNAL CABLE IN CONDUIT SCHEMATIC DIAGRAM FOR 12OV POWER FOR MCP EQUIPMENT LOCATED IN THE MCP PANEL 480V/60HZ-3iJ 2 SPEEDL2 WINDING STARTER C.B. : MSH 7 ~:I ~:.~L : ~ : ! .------,: 0 i iJ' : EXHAUST FAN L _________ J , • , , CONTROL XFMR ~~ 4B0/120V H _ 1••·1 r--U::]}-·-----~ '---------, N HIGH OFF LOW AUTO I 5ic ' .I. I .,. I I I I I I ! >H I ' I I I' TDH TOI. TWO STAGE COOLING 1--◄ HIGH SPEED O TO 60 SEC. SET AT 10 SEC. 1--◄ LOW SPEED O TO 60 SEC. SET AT 10 SEC. I I I I I * --'-c:, THERMOSTAT rr7 I HlqH I 181 l i Lfw i L..:_J MSH1 ,H--9 R -RUN HIGH --<> TDH1 "' 1.c--: TDL1 o_.~. MSH .. , o_.~. IISL .. , ---,1¥----a START HIGH SPEED l--U---e START LOW SPEED ~r, -G >--◄ RUN LOW --0 EXHAUST FAN E-5 "AS BUILT" - P.E Z 812, EXP. '3-2/-2(3,o DATE CONTROL SCHEMATIC DIAGRAM (TYPICAL EXHAUST FANS 1 AND 2) LOCATED IN THE MCC 1-----1---.J.-------------+---+---t---t-----t ~ CI'\l1N2!NG ~~~~~AD ~ IKPROVEMENT PLANS FOR: ENCIN-' BASIN W-'TER RECLAM-'TION PROGRAM, PH-'SE II 1WIN D RECYCLED WATER PUIAP STATION I= '':;.;''~H-:,SS ,-;:!,,.,, KIHl:G l:Q ~ 48 hours BEFORE excavation f .. ~""'E If~ i -.!J. APPROVED: WILLIAM EJLUMMER ~ 1-(800)422-4133 ~-~ i..L .:"'... ~ "'_::: ~Tl:TAQT '•co•• o • • T' o 11'~.,-.tP«1"r •••1 L-zz ·t"f B..ECTllCAL CONTROL DIA~ ~ -,.. ;;;,., DEPUTY aTY ENGINEER PE 28176 EXP. 03-31-06 DATE ,I! nd Service Ale!! * * 3802 """"'"IIY -· • -~ 92501 ._ IOO--HOO //\ "IIS·BUILT" DWN BY: lMW I PROJECT NO. -I DRAWING NO. cl CAI.I. Undergrou ¾-l'f :'~~~\\~~ APPROVED BY (J,.,.. 1 , f /, J' , D-'TE INITl-'L REVISION DESCRIPTION D-'TE INITl-'L DATE INITl-'l ~~ ~~: '.i~ 3889 409-68 :;; 1-~=============~-----------------------------------------------J:=~~~~=d:::RE=G=IS=TE=RE=D=E~~IN=EE=R=N=o=. ~204~53~~DA~JEg(-g~~,-go~f~E~NGl~N~EE~R~CY;~WOR~Kk==~~~~~~~~~==~~O~lH~ER~APP~R~O~VN..~~CITY~-'~PP~R~DV~M.~~~~=~~~===~~=~====~J ~ ) * GENERAL NOTES: RECYCLED WATER NOTES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT'S "CARLSBAD RECYCLED RULES &: REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS" DA TED OCTOBER, 1993 2. DRINKING FOUNTAINS SHALL BE PROTECTED FROM SPRAY OF RECYCLED WATER. BEST MANAGEMENT PRACTICES SHALL BE USED TO MINIMIZE RECYCLED WATER ENCROACHMENT ON PUBLIC FACILITIES SUCH AS PICNIC TABLES, BBQ'S, PLAYGROUNDS, SAND TOT LOTS, ETC. 3. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE BEST EXTENT POSSIBLE PONDING, RUN-OFF, OVER-SPRAY AND MISTING. 4. HOSE BIBS ARE STRICTLY PROHIBITED. 5. ON-SITE CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES IS STRICTIL Y PROHIBITED. 6. NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. 7. ALL ON-SITE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 8. THE IRRIGATION SYSTEM SHALL RUN BETWEEN THE HOURS OF 10: 00 P.M. AND 6: 00 A.M. THE FOLLOWING MORNING (SPOT IRRIGATION COULD BE DONE AT A DIFFERENT TIME) WITH QUALIFIED SUPERVISION PERSONNEL ON SITE. 9. PROVIDE A MINIMUM OF AT LEAST 18 INCHES OF COVER OVER ALL WIRING AND PIPING. 10. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH RECYCLED WATER, WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION THROUGH IRRIGATION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTIRUCTION PRACTICE OR SYSTEM OPERATION, IS STIRICTL Y PROHIBITED. 11. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO PREVENT OVER-SPRAYING ON SIDEWALKS, STIREETS, AND NON-DESIGNATED USE AREAS. 12. RECYCLED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR USE ON RECYCLED WATER DISTRIBUTION SYSTEMS (SPIKES NOT INTERCHANGEABLE WITH POTABLE WATER QUICK COUPLER SPIKES) PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 13. METERS SHALL BE SIZED BY THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. 14. ALL IRRIGATION PIPES SHALL BE STENCILED WITIH THE WARNING "NON-POTABLE OR RECYCLED WATER", COLOR-CODED (PURPLE) AND LAID WITH WARNING TAPE AND STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 15. ALL POTABLE WATER AND RECYCLED WATER PIPING SHALL BE INSTALLED WITH THE STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH. 16. WHEN A POTABLE WATER LINE AND RECYCLED WATER LINE CROSS, THE RECYCLED WATER LINE SHALL BE INSTALLED WITHIN A PROTECTIVE SLEEVE. THE SLEEVE SHALL EXTEND 1 0 FEET FROM EACH SIDE, FROM THE CENTER LINE OF THE POTABLE LINE, FOR A TOTAL OF 20 FEET. 17. A 10 FOOT HORIZONTAL SEPARATION BETWEEN POTABLE WATER AND RECYCLED WATER MAINS MUST BE MAINTAINED AT ALL TIMES. THE POTABLE WATER LINE MUST BE INSTALLED ABOVE THE RECYCLED WATER LINE. 18. A MINIMUM OF 12 INCHES OF VERTICAL SEPARATION BETWEEN UTILITIES MUST BE MAINTAINED AT ALL TIMES. *19. THE REQUIRED CROSS-CONNECTION SHUTDOWN TEST SHALL BE DONE BY THE CARLSBAD MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTIMENT OF ENVIRONMENTAL HEALTH PRIOR TO ANY USE OF RECYCLED WATER. 20. QUICK COUPLING VALVES USED IN RECYCLED WATER SYSTEMS SHALL CONFORM TO THE FOLLOWING: RECYCLED WATER-QUICK COUPLING VALVES USED IN RECYCLED WATER SYSTEMS SHALL HAVE ACME TYPE THREADS AND PURPLE COLORED LOCKING COVERS PERMANENTILY ATTACHED TO THE VALVE (SPIKES NOT INTERCHANGEABLE WITH POTABLE WATER QUICK COUPLER SPIKES). QUICK COUPLING VALVES SHALL BE NELSON NO. 7645, HUNTER NO. HV100A-RL-NP OR APPROVED EQUAL. 21. AN ANNUAL CROSS CONNECTION INSPECTION WILL BE DONE BY EITHER CARLSBAD MUNICIPAL WATER DISTRICT OR SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON- INSPECTING PARTY. *22. DEVELOPER SHALL SHOW THE LOCATION OF R.C. SIGNS "DO NOT DRINK" ON THESE PLANS. *23. AN ON-SITE USER/SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/CROSS- CONNECTION, AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH AND CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF EMERGENCY CONTACT: BILL LAIRD (760) 438-2722 EXT: 7152 OR AFTER HOURS CONTACT: POLICE DISPATCH (760) 931-2197 * ITEMS NOS. 8, 19, &: 23 SHALL BE REQUIRED JUST PRIOR TO THE ACTUAL USE OF RECYCLED WATER. ITEM NO. 22 THE SIGNAGE PLAN SHALL BE A PART OF THIS I.P. BUT THE ACTUAL SIGNS AND TABS WILL BE INSTALLED JUST PRIOR TO ACTUAL USE OF R.C. WATER. 25. SHOW AUL PUBLIC &: PRIVATE POTABLE WATER MAINS ON THE IMPROVEMENT PLANS. 26. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINK- LER HEADS, VALVE BOXES, ETC.) SHAUL BE COLOR-CODED PURPLE PER AWWA GUIDELINES AND SECTION 4049.54 OF THE CALIFORNIA HEAL TH AND SAFETY CODE. SIGNAGE NOTES: THE FOLLOWING GUIDELINES FOR THE USE OF RECYCLED WATER ARE TO BE PERMANENTIL Y POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACE ON AN 8-1/2" X 11" SIZED SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. 1. GUIDELINES FOR RECYCLED WATER USE: 1. IRRIGATE BETWEEN THE HOURS OF 10 P.M. AND 6 A.M. ONLY. WATERING OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH A QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE 2. IRRIGATE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLING AND PONDING. THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RA TE OF THE SOIL. TIMERS MUST BE AOJJSTED SO AS ID BE COMPA TIBlf WllH lHE LOVEST SOIL INflL TRA TION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, (I.E., EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILIL PROMOTE SOIL ABSORPTION). 3. ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS AND LOTS, ANO STREETS ANO SIDEWALKS. 4. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC. SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. 5. EDUCATE ALL MAINTENANCE PERSONNEL, ON A CONTINUING BASIS, OF THE PRESENCE OF RECYCLED WATER. PERSONNEL MUST BE INFORMED THAT R.C. WATER IS MEANT FOR IRRI. PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES, HAND, TOOL, WASHING, ETC. GIVEN THE HIGH TURNOVER RA TE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY, IT IS IMPORTANT THAT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. IT IS YOU, THE LANDSCAPE CONTRACTOR, WHO IS RESPONSIBLE FOR EDUCATING EACH AND EVERY ONE OF YOUR EMPLOYEES. 6. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY PRIVATE ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO, AND APPROVED BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. 7. ALL RECYCLED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. A. TAGS SHALL BE WEATHERPROOF PLASTIC, 3" X 4", PURPLE IN COLOR WITH THE WORDS "WARNING RECYCLED WATER -DO NOT DRINK" IMPRINTED ON ONE SIDE AND "A'y1S0 -AGUA IMPURA -NO TOMAR" ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT BLACK IN COLOR, USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. B. ONE TAG SHAUL BE ATTACHED TO EACH VALVE AS FOLILOWS: 1. ATTACH TO VALVE STEM DIRECTLY OR Yo1TH PLASTIC TIE-WRAP OR: 2. ATTACH TO SOLENOID WIRE DIRECTILY OR WITH PLASTIC TIE-WRAP OR: 3. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. 8. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECYCLED WATER SPRINKLER HEADS. II. EACH AUTOMATIC CONTROLLER AND IT'S ASSOCIATED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS "RECYCLED WATER USED FOR IRRIGATION" IN ENGLISH AND SPANISH, WITH BLACK LETTERS 1 INCH HIGH ON A PURPLE BACKGROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. BLACK LOGO / PURPLE BACKGROUND • ,-1" BLACK LETTERS 36 I / / (N.T.S.) •-;-----+----+--'----'----,/-----------7 _J I WIIRNING R£CYCL£D WAlER ,_ DO NOT DRtNK ,---....,,A RtCYCLED WATER WASH HANOS AF1Ut CONTACTING LE\€SE SUS MANOS DE USAR f 18" (N.T.S.) IN 0111D 10 IXIISEM IIIID .... iamam .... .... .,. '(/) ® a:, . ~ f-DO NOT NO TOME Z DR1NI< EL AGUA ~ 'MIN MMDI Anllt CGNTAC'NIG ~---..... -- f 24. A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS IRRIGATED WITH RECYCLED WATER AND POTABLE WATER. SEPARATION SHALL BE PROVIDED BY DISTANCE, J;.ONCRETE MOW STRIPS OR OTHER APPROVED METHODS. (SIZE) 12" X 36" .032 ALUMINUM, .060 ABS PLASTIC L \__ 1" BLACK LETTERS 2" BLACK LETTERS 18" X 18" SIZE .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS ~12I!Cm OR STICK-ON VINYL SIGNS li-.tWAQT IHCORPOAATED TYPICAL SIGNS 3802 Unlv.rwlty /We, • Rlvenld•, CA. 12!501 • 101-184-UOO N. TA • NOT TO 8eAI F INSPECTION PROCEDURES: 1. CITY CONSTRUCTION INSPECTION SHALL INCLUDE: A. LOCATION OF PIPE LINES. 8. TRENCH DEPTH. C. REQUIRED SEPARATION (HORIZONTALLY AND VERTICALLY) D. PIPE IDENTIFICATION E. POINTS-OF -CONNECTION (P .o.c.'s) F. LOCATION AND IDENTIFICATION OF SPRINKLER HEADS. G. WARNING SIGNS AT THE SITE AND ON THE TRUCKS HAULING RECYCLED WATER (IF RECYCLED WATER IS USED FOR CONSTRUCTION) IRRIGATION LEGEND S"T'MeOL DESCRIPTION r;J 12' FOP-UP SFRAY (IN Si-l!QU6) B 12' POP-UP SFRAY (IN Si-l!QU6) ~ 12' FOP-UP SFRAY (IN Si-l!QU6) r.:f 12' POP-UP SFRAY (IN Si-l!QU6) 12' POP-UP SFRAY <IN Si-l!QU6) 12" POP-UP SPRAY <IN Si-l!QUB) i.1 12' POP-UP SFRAY (IN S!-IIQUB) s 12' POP-UP SFRAY (IN S!-IIQl.le) j_ 12' POP-UP SFRAY (IN S!-IIQU6) o 12' FOP-UP SFRAY (IN Si-l!QU6) MANl.FACTUi;!:ERIMODEL NO./ NOZZLE RAINel~ 1&12 SAM-FRS-!:>a RAINel~ 1&12 SAM-FRS-S!-1 RAINel~ 1&12 SAM-FRS-81-1 RAINel~ 1&12 SAM-FRS-10G RAINel~ 1&12 SAM-FRS-IIZ>i-l RAINel~ 1&12 SAM-FRS-I0VAN RAIN6I~ 1&12 SAM-FRS-lSQ RAINel~ 1&12 SAM-FRS-lS!-1 RADIU6 4'-S' 4'-S' 6'-8' 8'-10' 8'-10' 8'-10' 11'-IS' 11'-IS' 11'-IS' 1I'-IS' PSI GFM DETAIL ta 30 .10 A 30 .20 A 30 .S2 A 30 .3~ A 30 .,~ A "J I 30 VAR. A 30 -~ A D 30 I.BS A 30 3.10 A 30 VAR. A AN APPROVAL LETTER REGARDING THE INSPECTION Of THE PROJECT SHALL BE OBTAINED FROM THE CITY AND THE DISTRICT, AND BE FORWARDED TO THE COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH PRIOR TO THE flNAL INSPECTION APPROVAL. 2. DISTRICT FINAL INSPECTION SHAUL INCLUDE: II 12' FOP-UP &FRAY (IN S!-IIQU5) ■ 12' FOP-UP &FRAY (IN Si-l!QU5) "" SPRAY NOZZLE ON RISER 0 SFRAY NOZZLE ON RISER RAIN6I~ 1&12 SAM-FRS-lSF RAINel~ 1&12 SAM-FRS-ISVAN RAINel~ 1&12 SAM-FRS-l!;El'!oT RAINel~ 1&12 SAM-~-l~ST RAINBI~ FS-&S-IIZ>i-l RAINel~ FS-&S-lSQ 4' XIS' .t' X 30 &'-10' 11'-IS' 30 .61 A N 30 1.21 A 30 .,~ e 30 -~2 e A. COVERAGIE TEST, AFTER COt.4PLETION OF THE SPRINKLER SYSTEM, TO DETERMINE THE ADEQUACY OF COVERAGE ON THE APPROVED USE AREA AND PROTECTION OF AREAS NOT APPROVED FOR RECEIVING RECYCLED WATER. 8. WARNING SIGNS AND LABELS. e SPRAY NOZZLE ON RISER '°' SFRAY NOZZLE ON RISER RAIN61~ 1&12 SAM-FRS-IS!-1 11'-IS' RAINel~ FS-&S-ISF 11'-IS' 30 I.BS 6 30 3.10 e - C. QUICK COUPLING VALVES. D. ALL ASPECTS OF THE IRRIGATION CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF, AND PONDING. S"!"MeOL DESCRIPTION MANlFACTUi;!:ERtMODEL NUMBER DETAIL E. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS. F. REQUIRED PROTECTION OF ALL WELLS, STREAMS, RESERVOIRS, ETC .. G. CROSS-CONNECTION. 3. ANNUAL INSPECTION SHALL INCLUDE: A COMPLETE INSPECTION SHOULD COVER PART A AND PART B AND PART G OF THE DISTRICT FINAL INSPECTION. CARLSBAD MUNICIPAL WATER DISTRICT A(~& <'~ti u;. /-~-~ ., A E. PLUMMER I • !!Iii C:<l WYE STRAINER (UF TO 2 1/2") 2" WATTS SERIES 111 MASTER VALVE 2" a.RISWOLD 22!:>0 FLOW SENSOR l 1/2" DATA INDUSTRIAL QUICK COUPLER (NON-POTABLE RAINBI~ 44NF 6ALL VALVE (MANIFOLDS) K6I TIQUE-UNION GATE VALVE (POC) Nleco T-61~ ELECTRIC CONTROL VALVE l~ITROL 100 SERIES ULTRA-FLOW FRE-ASSEMeLED CONTROLLER RAINel~ -40 STATION UGT NUMeER/ OPTIONS CA-6-Rel--40A=S-IS0/RSE BACl<.FLOW PREVENTION DEVICE FEeco &2!:>Y A FRESSUi;!:E 5UFFL Y LINE AFPROVED FVC CL3IS -RJ~E NON-FRES5Ui;!:E LATERAL LINE AF~VED FYC CL200 -RJP.PLE FER DETAIL C NORMALLY CLOSED, FER DETAIL D W/ CONTROLLER ASSEMBLY E FER DETAIL F SIZE FER LA'"1GEST ECV AT FOC STUB-OUT SIZE FER PLAN 1-1 CONT ACT UNITED ~EN TEC!-1 l-800-421-011~ FER CMWD ST AND ARD Dl,o,IG W20 FER DETAIL J 4 K FER DETAIL J 4 K DISTRICT ENGINEER R.C.E. 28176 DA TE ---SLEEVING: AFF1'WVED PVC SC!-1-40 -RJP.PLE FER DETAIL K SAN DIEGO COUNTY DEPARTMENT Of ENVIRONMENTAL~lH REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASST. PLANNING DIRECTOR &: DISTRICT ENGINEER PRIOR TO IMPLEMENTATION INFIELD. GENERAL IRRIGATION NOTES 1. THE CONTRACTOR RESPONSABLE FOR VERIFYING WATER PRESSURE PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCTION AND REPORT ANY DIFFERENCES TO OWNER AND /OR OWNER'S REPRESENTATIVE. 2. THIS SYSTEM IS DESIGNED FOR USE OF POTABLE WATER. THE PEAK FLOW THROUGH THE METER IS 30 GPM. THE ESTIMATED ANNUAL WATER USE IS .1 ACRE FEET OR 89.8 HCF. THE TOTAL IRRIGATED AREA IS 4,070 SQ.FT. 3. THE IRRIGATION SYSTEM IS SHOWN DIAGRAMMA Tl CALLY FOR CLARITY. LOCATE ALL PIPING, VALVES, BACKFLOW PREVENTION DEVICES, AND OTHER IRRIGATION EQUIPMENT WITHIN LANDSCAPE AREAS UNLESS NOTED OR DIRECTED OTHERWISE. 4. PRIOR TO ANY EXCAVATION OR TRENCHING LOCATE AND VERIFY ALL CABLES, CONDUITS, AND UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING AN UNDERGROUND UTILITY LOCATING SERVICE TO LOCATE AND MARK ALL UTILITIES. THE CONTRACTOR WILL TAKE PROPER PRECAUTIONS NOT TO DAMAGE OR DISTURB SUCH UNDERGROUND UTILITIES. NOTIFY TIHE OWNER AND /OR OWNER'S REPRESENTATIVE IMMEDIATELY IF A CONFLICT EXISTS BETWEEN SUCH OBSTACLES AND THE PROPOSED WORK. PROCEED IN SAME MANNER IF ROCK LAYERS OR ANY OTHER CONDITIONS ENCOUNTERED UNDERGROUND. 5. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL TIHE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD, THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS. SUCH OBSTRUCTIONS OR DIFFERENCES SHALL BE BROUGHT TO THE ATTENTION OF TIHE CONDUIT AF~VED SC!-141Zl GsRAY CONDUIT FER DETAIL K 1 t-CROSS CONNECTION TEST STATION FER DETAIL L j I) RECYCLED WATER 'DO NOT DRINK' SIGN FER DETAIL M STATION SEQUENCE------~ CONTROLLER I.D. -------;:::::1-±-, VAL VE DISCI-IA'"1GE------::~~·s2...)_;~~+ ( AFFROX. GsF'M) T~l-lf= 1' PLANT MATERIAL-----~ I VALVE SIZE---------~ IRRIGATION ----~ CONSTRUCTION NOTE ~ GENERAL IRRIGATION NOTES CONT. 7. THE CONTROLLER(S) FOR THIS SYSTEM ARE ALL TO BE PRE-ASSEMBLED UNITS AS SPECIFIED IN THE LEGEND. PRIOR TO THE FINAL WALK THROUGH, THE CONTRACTOR SHALL CONTACT THE PRE-ASSEMBLER (UNITED GREEN TECH) AND ARRANGE FOR TIHEIR REPRESENTATIVE TO APPROVE THE INSTALLATION AND PROVIDE IN WRITING THAT THE INSTALLATION HAS MET THEIR SPECIFICATIONS. 8. ALL CONTROL VALVES SHALL BE MANIFOLDED AND GROUPED IN GENERAL AREAS SHOWN ON PLAN. VALVES SHALL BE LOCATED IN PLANTING AREAS AND IMMEDIATELY ADJACENT TO WALKS, CURBS, OR PAVING AREAS AND SET AT RIGHT ANGLES TO EDGES. MANIFOLD PIPE AND BALL VALVE SIZES SHALL BE EQUAL TO OR GREATER THAN THE SIZE OF THE LARGEST NON-PRESSURE LATERAL LINE LEA YING THE MANIFOLD. 9. IRRIGATION LINES SHALL BE INSTALLED IN LANDSCAPE AREAS WHEREVER POSSIBLE AND WITHIN 12" OF LANDSCAPE AREA EDGES UNLESS INDICATED OTHERWISE. 10.ALL IRRIGATION LINES UNDER PAVING SHALL BE SLEEVED WITH PVC SCH 40 PIPE. SLEEVE SHALL BE 2 TIMES THE DIAMETER OF PIPE TO BE SLEEVED (2" MIN. DIA.). 11.ALL CONTROL WIRES UNDER PAVING SHALL BE INSTALLED IN PVC SCH 40 GRAY CONDUIT AT LEAST 2 TIMES THE DIAMETER OF WIRE BUNDLE. KEEP SEPARATE FROM WATER LINE SLEEVES AS INDICATED ON PLANS. WIRE CONDUIT SHALL BE A MIN. 2" DIAMETER. 12.ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO THE FINISH GRADE OF TIHE AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNED ON THE PLANS. 15. SHOULD THE CONTRACTOR MAKE NOZZLE CHANGES OR ADD HEADS AS A RESULT OF SITE OBSTACLES OR CONSTRUCTION CHANGES, TIHEN THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALCULATION AND ADJUSTMENTS IN PIPE SIZES. IN NO CASE SHALL FLOW VELOCITIES EXCEED 5 FEET PER SECOND. 16. WIRE COLOR SHALL BE AS FOLLOWS: A) CONTROLLER 'A' CONTROL VALVES: YELLOW, COMMON WIRE TO BE WHITE WITH YELLOW STRIPE. B) CONTROLLER 'A' CONTROL VALVES: YELLOW, COMMON WIRE TO BE WHITE WITH YELLOW STRIPE. C) ALL MASTER VALVES: BLACK, COMMON WIRE TO BE WHITE WITH BLACK STRIPE. D) ALL FLOW SENSORS: RED AND BLUE. E) ALL SPARE WIRES: GREEN 17. ALL WIRES SHALL BE LABELED AT TIHE TERMINAL STRIP WITHIN ONE INCH OF THE END OF THE WIRE WITH THE APPROPRIATE STATION NUMBER. 18. REFER TO THE DETAILS AND SPECIFICATIONS FOR FURTHER INFORMATION. ~ 48 hours BEFORE excavation ~ 1-(800)422-4133 CAil Undergro11nd Service Alert IP-1 LANDSCAPE ARCHITECT. SHOULD THE CONTRACTOR FAIL TO NOTIFY 13.ADJUST ALL HEADS TO AVOID OVERSPRAY ONTO WALLS, WALKS, II AS BUILT" ~' &f¼r a... 9~8-<28 THE LANDSCAPE ARCITECT OF ANY DISCREPANCIES, THAN TIHE STREETS, UTILITY BOXES, BUILDINGS AND OTHER IMPROVEMENTS. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REVISIONS NECESSARY AT NO ADDITIONAL COST TO THE OWNER. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND/OR VERIFYING THE AVAILABLE 120-VOLT POWER SOURCE FOR THE CONTROLLER IN THE AREA SHOWN ON THE PLANS. SHOULD A POWER SOURCE NOT BE AVAILABLE IN THE LOCATION SHOWN, THEN THE CONTRACTOR SHOULD NOTIFY THE LANDSCAPE ARCHITECT PRIOR PROCEEDING WITIH INSTALLATION. 14.INSTALL FIXED ARC NOZZLES WHENEVER POSSIBLE. VARIABLE ARC NOZZLES SHALL ONLY BE USED IN AREAS WHERE FIXED ARC NOZZLES CANNOT ACHIEVE EFFECTIVE COVERAGE OR CAUSE EXCESSIVE OVERSPRAY. DURING THE FINAL CLOSEOUT PROCEDURES, NOZZLE CHANGES MAY BE REQUESTED AT NO ADDITIONAL EXPENSE TO THE OWNER. P.E. 'Z8l71 EXP 3-,:3/-za,,o DATE REYIE'w'ED BY• (1)~f..'-"• L.,..,..,, B-2fi.-8B INSPECTOR ~ DATE 1-----+---+--------------1----+----+--t----1 II.CPROVEMENT PLANS FOR: I ~ ~ LANDSCAPE 3916 -Sk11t U I ARCHITECTURE 5'"' Dlo<J•. ea 92103 ... , Pllone, (6191 294-4477 a: + PLANNING Fax, 16191 294-9965 /I\, KAWAMICI TIB..ACICl!II IINO + ,IIIOCIA'IIII DA TE INITl A.L ENGINEER OF WORK REVISION DESCRIPTION ENCINA BASIN WATER RECLAMATION PROGRAM, PHASE II TWIN D RECYCLED WATER PUMP STATION IRAIGA TK>N LEGEND AND DETAILS APPROVED .,....-, WILLIAM E. PLUMMER /--e4t7:<fa• "'L, H~ •2 /-2Z-t?4- DE'.PuTY CITY ENGINEER 'PE 28176 EXP. □3-31-□6 DA lE DATE INITIAL DATE INITIAL CHKD BY SG DWN BY: DM I PROJECT NO. I DRAWING NO. ,__-~--+--~--RVWD BY:. KC 3889 409-6B DTHER APPROVAL CITY APPROVAL / C :e N C) co .. 0 .i:i. -I --0 N c., -N 00 (0 0 < I + a, ::, I;: m \~ " ' ~T. . I I / I CONTROLLER ID: A 1 1, £lbAILA6LE s_TATJON6, 24 J -. . 6TATIONS U5ED, 2lZI ~~ T -GAT!ON LEGEND AND CONSTRIJC 1:c,N NOTES ON S!-IEET IF• FOR -;t.DDli PN_AL-,CONTROLLER ., .. INFOJ;?1ATI N ~ MODEL NUM6ERS. r--~----7 I -----I I _______ _j CELL STATION ! \ I__..---\-\----"''--- I I I I I I I ~ I ___ 4D ______ ~ _ --- ! I / \ 0 \ --' ~TtWAllT IHCOBPDFIATED 1602: UniYwaity ~-• ltlven:tc1e. CA. 12501 • to'1-ea.+-uoo I / I . ,/ ) I I I I I 'P-1" RESERVOIR 1.2!;, MC:! f=iAP ELEV. !84.IZI <RECI.AIMl;DJ 0 ~ -48 hours BEFORE excavation lh-1-(800)422-4133 CAil Underground Service Alerl 0 0 FUTURt, ci4URCl-l I I 'n / I I !½: S!-16 A3 "~ fl,,2 • S!-16 I I I I I I A4 14 1' 61-16 ' ' . '' ...... · .. ·-·. -· .-. "· 0 --,_ ! iii ~RTYLJNE PROJECT SfTE _ ::,, EXIST. "D-3n .RESERVOIR e,_:; M~ -IRRIGATION CONSTRUCTION NOTES POINT OF CONNECTION: A PEAK DEMAND, 3"' GFM ANNUA.L WATER USE (GALLONS), 67,ISlZI ANNUAL WATER USE (!-!CF), eM>e ANNUAL WATER USE ( AC.FT.), .I AVAILA6LE WATER PRESSURE, • E6f!HATED LAND6CAFE'. ~A (SQ.FT.), -U,,"' __ ESTfMATED LANDSC'AFE AREA (ACRE), _e,9 ' NOTE, POINT O!= CONNECTION INFORMATION AND CALCULATIONS A~ eASED ON Ne~ PLANflNe:. AREA AND IRRIGATION. Tl-IE CALCULATIONS DO NOT INCORPORATE EXISTING UNDISTURSED LANDSCAPE AREAS. Nc:5TES, @ LOCATE T..IE 2' e,rue-OUT (~VIDED 6Y OT!-IERS) WI-IE:~ SI-IOWN. AT Tl-IE STUB-OUT INSTALL Z' 6ACKFLOW ffiEVENTION DEVICE. IMMEDIATEL 'Y DOl-lNeTREAM Or ti-IE eACKl'l.OW ~YENTION DEVICE INSTALL Tl-!E WYE STRAINER, NOi-NALL 'Y CLOSED MASTER VALVE AND FLOW 51:NeOR IN ti-IE LOCATION INDICATED ON Tl-IE FL.ANS AND EXTEND FRE$$~ SUPPi. Y LINE A5 S!-IOWN ON Tl-IE FLANS. LOCATE THE: AvAILAel.E 12~ VOLT f'OI-IER 60URCE FOR THE CONTROLLER. PRIOR TO ORDERING MATERIALS ANO 6EGilNNINC. INSTALLATION Tl-!E CONTRACTOR SI-IALL COORDINATE THE EXACT l,.OCATION OF Tl-lE CONTROLLERS WITI-! Ti-IE OI--INER AND/OR Ol-lNER'& REFRE<>ENTATI~. ONCE Tl-!E FINAL LOCATION 1-lAS 6EEN DC:TE!s:MINED INSTALL Tl-le CONTROLLe:R !"'ER OEfAIL AND ANY MANUFACTURER'S SPECIFICATIONS. THE CONTRACTOR IS Fil=SPON5I6LC: FOR EXTENDING,, LABELING AND CONNECTION ALL CONTROL VAL'-"E. MASTER VAt...V!= AND FLOW SENSING WIRES TO Tl-!E CONTIWLLER. IN f!-IESE Lc5cATloN5, LOCATE Tl-!E EXISTINC:i SUF'PL Y LINE AND CONTROL. VAt...VI= W11-iE5. CONNECT T..IE NEW PRESSURE SUPPLY LINE TO Tl-IE: Exl5TIN6 AND SPLICE Tl-!E EXISTING CONTROL WIRES a COMMON WIRE TO RUN 6ACK TO T..IE NEW CONTIWLLER LOCATION. fl-IE: CONTRACTOR SI-IALL 6E ~SFONSl6LE FOR CONNECTING. AND l:iEQIJENCING Tl-IE EXISTING VAL"w'f: NIRES TO THE NE~ CONfROLLeR eEC::.INNING USING STATION~ TI-IRI.I ";l{::I. Al.t... EX1$TING IRRIGATION MUST eE SERVICED FROM ti-IE NEH FOINf Ol" CONNECTION AND Tl-IE NEW CONTROLLER, F/SMOVAL NOtl::S F=OR Tl-IE EXISflNc:, IF<Rl6ATION 1'5UHP, I. UPON COMFLEfiON Ol" N:W IRRJC::.ATION SYSTEM INSTALLATION AND rre CONNECTION TO Tl-IE EXISTING IRRIGATION SYSTEM, CONTRACTOR f>I-IALL DISCONNl::Cf AND REHO~ EXISTING IRRIGATION PUMP, FIJMP EL,ECTRICAL PANEL, 1-trDRONEUMATIC TANK AND 6Acl<J=LOl,-l f'REYENTER ASSEM6LY. :. EXISTING AeOVE GRA.DE FIFING 51-lALL 6E REMOVl:D TO ISELOW GRADE METER 60XES. 6ELOW 6R,t,J;,E PIPIN6 &1-!ALL 6E CAPPED 4N ME;:TER 6QXl;S. j;. UPON REMOVAL c:5F FLIMF ELECTRICAL PANEL. CONTRACTOR &!-!ALL f'FcOVIDE A 12' X 12' XE,' NEMA !R JUNCTION 60X OVER TI--IE ~XISTING ELECTRICAL CONPUIT (SET aox 18" +I-A60~ CONCRETE FAD) AND COIL AND J,,IIRE NUT EXISTINC. CONDUCTORS INSIDE JUNCTION eox. 4. CONTRACTOR e.1-!ALL COORPINATE EXISTING FUMP t-EMOVAL 1-11TI-I OJ,,INER AND DELIYSR ANY ITEMS DE516NATED 6Y OWNER FOR eALvAGE TO OWNE'6 OR;RATION6 YARD AT !;~5,IZ) EL CAMINO REAL. ALL OT!-IER EGlUIFMENT AND MATERIAL ~O~D &HALL 6E r-----. C~!Df~ WA&TE AND DISPOSED a: SY Tl-IE CONTRACTOR. IP-2 "AS BUILT" ~-r.~~ 9,e,aa P.E. '2,§1 U,. EXF' 3-..,, • '20,C OA TE I. 6EE 51-!EET IP-1. IP-3 4 IP-4 FOR IRRIGATION LEGEND c DETA!L&. 2. SEE 61-!EET (P-S C IP-6 FOR IRRIG:ATION &PECIFICATION&. REV!5"i'w'f D BY• LV~ ~ (f;zC..e$ INSPECTOR ~ DATE fSHm7 CITY OF CARLSBAD I SHEETS I ~--4-----4-------------..dl------1---+--+-----t L1Q_J ENGINEERING DEPAR™ENT 38 J-----+-----1--------------1------+-----+--+---1 ~IMP~R:':O::::VE~MEN::::::::;::::T::::P::LAN=::S:::FO:::::::R:::::· :::::::::::::::::::::::::::::::==~=~ ENCINA BASIN WATER RECLAMATION PROGRAM, PHASE n 1WIN D RECYCLED WATER PUMP STATION IRRTGA TION PLAN APPRO~D WIWAM E. PLUMMER t----+-----1,-----------------t----+---t----t---1 /4~/4-,: f',~•,•••YO I-ZZ·t'l-4 DEPUTY CITY ENGINEER PE 28176 EXP. 03-31-05 DATE DA TE INITIAL DA TE INITIAL . OA TE IN111Al ENGINEER OF WORK REVISION DESCRIPTION 01HER ~PPROVAL CITY IJ'PROVAL DWN BY: Dl.4 PROJECT NO. CHKD BY: 1 SG 3889 RVWD BY: t<c I DRAWING NO. 409-68 -N 0 .., + :::, 1--y 2' MIN.I 4' MAX. ~1 EDGES OF HA~SCAPE (DIN5TAI-L FLU51-! I-IITI-I FINl51-1 GRADE OR. FLU51-1 WITI-I TOF OF MULCI-I @AAINE'IRD ~ 5ERIE5 I-IEAD. f<S=ER TO LEGEND @)NON-PRE55UFii!E LATERAL LINE. I iEFE, ~ TO PLAN FOR. SIZE. 1&' MIN. DEPTI-I FOR ALL 12' POP-UP I-IEAD5. @KBI f'VC 5Cl-le!2l TRIPLE SWING JOINT AeeEMBL ,.-, T55-~-TT NOTE, DO NOT ueE &IDE INLETS. @LINE SIZE SLIP X SLIP X 1n• FIPT TEE OR LINE &IZE SLIP X 1n• FIPT ELL AT TElliMINAL ENDS. ® 12" POP-UP SPRAY HEAD ... i,ktif,I~ ~~nilElll'rtli:1111!,TITHTO I TIMES Tl-IE DIAHl:TElli: Tl-IE FL.OW !EN&OPi:. (])CONTROL WIIE l,ol/ 24' COILED EXPANSION LOOP Q}t-lATE~ WINE CONNECTOR @RJRPLE l,Z," fl!OI.ND vALYE eox, SEE 5PEC5. (DO NOT CUT ADDITIONAL !-!OLES IN 60X) @FINl&I-I GoRADE. @)eACKFILL MATERIAL. @FLOJ,,1 SENSOR. NE, El'<-TO LEGEND. (J)FIL TER FA~IC. WAAF I LArElli: ARICU,ID eox COVERING HOLE&. © FLOW SENSOR ~TEYAl2T INCORPORATED Je02 Unfwnity "-· • iuv.-.lde, CA. 82501 • 101-184-fiOD Clal+leTlli:EAM I.ENG 0 eE !:, TIMES T D IAMETElli: OF Tl-IE FL.OW 6EN60lli:. @ec:1141Z' 45 DEGl!i:EE ELL'S. (2) IEGlU l!IIED. @PlllE&eUNE SUPPL,.-LINE. SEE PLAN FOR SIZE. ~~YEL B4SE AND &uMP. (COMPACT cr.,uYEL FOR BOX BASE, DO NOT USE BLOCK& OR et'<:ICK5, FILL GF!AYEL TO BOTTOM OF VALYE. @&cl-I etrJ ~,.-CONOUIT (I-IITI-I el-lEEPJ FOR MASTER VALVE WINE&, TO CONTlli:OLLER. @~68LM 5lJf'l"'L Y L.INL I ...:%1 MASTER VALVE. SIZE AS NOTED AeOYE. @l"'Jlli:FLE NECrCLED WA TEI'<: LD. TAG N.T.S. ~ -48 hoursB[FQR[excavalion lh' 1-{800)422-4133 CAil Underground ne Alert w CD RAINBIRD SERIE& NOZZLE- fQLIE,... TO LEGEND @ RAINBIRD -PA-&5 NOZZLE ADAPTER. @~•PVC SCI-IS£' RISER LENGTI-I AS NEQJIFii!ED. (±) PLANT MATERIAL. FER PLANTING PLAN. @ FINl&I-I GRADE. @ EXISTING &Ue-GRAPE. G) KBI PVC 5Cl-l&'2) TRIPLE el-llNG JOINT A66EMeL r. TU-,Z,~-TT @ LINE SIZE SCI-I 4" SLIP X SLIP X 1/2' FIPT TEE OR LINE SIZE &LIP X 1/2' FIPT ELL AT TElliMINAL ENOS. @ LATERAL LINE. kLIE..? TO PLAN !=OR &lZE AND CLASS. @) ~• KBI-UYR CI-IECK VALVE, UCV-IZ>SIZ),t)-FF INSTALL ON ALL RISERS. ®SPRAY NOZZLE ON RISER. ~ 3" • l'tD" w ~ ~ [ (DFU~E l,Z,' ~ VALVE eox, SEE ~ce. (DO NOT CUT ADDITIONAL !-!OLE& IN BOX) Q}GlUICK COI.JIDLING VALVE. HI LOCKING PURPLE COYER AND ACME THNEAO. NCFE,... TO LEGEND. @FINlel-l GRADE. @eACKFILL. MATERIAL. @THREADED ~ Fi!:l&ER LENGTI-I A& lli:EGlUINED. @FILTER FABRIC. WRAP 1 LArER A~ eox COVERING !-!OLE&. NOTE, QUICK COJPLER VALVE& 51-lALL eE OF A TYi"£ APPROVED FOR ~CYCLED WATER USE. G)GRAVEL BA&!: AND 51.11P. (COMPACT GRAYEL FOR eox eASE, DO NOT Ll6E BLOCK& OR SRICK5, FILL er.RAVEL TO BOTTOM OF VALVE. @eRASe 9" D~E ELL. FIFT X FIFT. @CONCRETE Tl ~ 15T BLOCK. 1 CU.FT. MINl\"'l.t1. @&cl-I 4" FEMALE AOAPTER. SLIP X FIFT @Tf-RAOEP BF'!655 NIPPLE. LENGTI-I Ae REQUIRED. @l"URPLE RECYCLED WATER ID TAG. ®QUICK COUPLING: VALVE N.T.&. II (Dwre &TRAINER A& 5PECIFIED IN Tl-IE LEGEND. @~ NIPPLE. LENGTI-I Ae 111!:GlUl!IIED, NOT TO EXCEED 4 '. @eRA&& ELL., FIFT X FIPT. @~ -"IION. (2) NEQUllli:ED. @e1x,<1&& Rl&ER, LENGTI-I AS REGlUIREO. @PYC PNE&eURE SUPPL,.-LINE WIT!-1 MALE AOAPIE:1'<. iEIErl TO PL.AN& FOR SIZE AND CL.ASS G)5UPPL ,.-Lit-IE I l<OM METER @COMPACTED &Ue-~- (])CONTROL l,,IIIE HI 24" COILED @&cl-letrJ MALE ADAPTElli:, 2 EXPANSION LOOP REQUIRED. @I-IATERPROOF WIIE @PlllE&eutl<E SUPPL,.-LINE TO CONNECTO!lt FLOW SEN&OR @PURPLE YALYE I.D. TAG. (Tl-!READ @GRAVEL BASE AND &l.NP. WIRE TI-IROUGI-I I-IOI..E IN TAG) (COMPACT GRAVEL FOR eox @PlR"LE RECTA>-IGIILAR VALVE eA&E, DO NOT U&E eLoc:KS O!lt eox, SEE &l"Ece. (DO NOT CUT BRICKS, FILL GRAVEL TO ADDITIONAL !-!OLE& IN !30)() BOTTOM OF VALVE. @FINl&I-I GF!ADE. @FILTER FAet'<:IC. WRAP 1 LAYER @~ILL MATERIAL. ARCU-ID BOX COV!:RINa. !-!OLE&. R-@&c1+41D 4!:> DE~E ELL'&. (2) i_vMASTER VALVE. REFER TO REQUIREO. LEGEND. @PNE&SUNE SUPPLY LINE. 51:E @Kel &cl-I &D &INGLE UNION, MIPT PLAN FOR &IZE. X FIPT MODEL.. @)SCI-I etrJ GoR!=:r CONDUIT (l,,IITH 5""EEFJ FOR MA&TER VALVE © PRESSURE VACUUM BREAKER ® MASTER VAL VE WIRE&, TO CONTl!i:OLLE:.T.S. (Dl"URPLE 10' ROUND VALVE BOX, SEE ~CS. (DO NOT CUT ADDITloNAL !-!OLE& IN BOX) @ISOLATION BALL VALYE. NCR." TO LEGEND. FINl&I-I GoRADE. BACKFILL MATERIAL. MALE ADAPTER, MIFT X SLIP, LINENALVE &IZE. @FILTER FABRIC. 1-!RAP I LArER A~D BOX COVERING I-IOLES. (J)PlllESSURE SUPPL,.-_ LENG Tl-I Ae REGlUllli:ED. F<Ll"E~ TO LEGEND FORCLA&&. @&c1+41D 45 DE~E ELI.'&. (4) REQ!Jlf<SD. @GoRAvt:L eA&E AND SUMP. (COMPACT GRAVEL FOR BOX 1!!<451:, DO NOT USE !!!L.OCK& OR BF'!ICK5, FILL GoRAYEL TO l!!<OTTOH OF YALYE. @R.IRPLE NECYCLED l,,IATElli: ID TAG. (DCONTROL Wllli:E l,ol/ 24' COILED EXPAN&ION LOOP @1-!ATJ:fii'f"!llOOF WI~ CCM-11:CTOR @FURPLE YALYE I.D. TAG. (TI-INEAD WIRE TI-IROUGI-I HOLE IN T AGJ {±)FINl&I-I er.RADE ___ __,4 @NON-PlllE&SURE LATERAL Llt-E, 51:E PL.AN FOR SIZE. @GoRAVEL eA&E AND SU'1P. (COMPACT GRAVEL FOR BOX 54SE, DO NOT ueE BLoc:K& OR eRICKe, FILL GRAVEL. TO eoTTOH OF VALVE. @KBI &cl-I &D &INGLE UNION, MIPT X FIPT MOOEL. @BAO<FILL MATERIAL. @FILTER FABRIC. 1-!RAP 1 LAYER @PJRFLE RECTANGULAR VALYE BOX, ARO.ND BOX COVERING SEE SPECS. (DO NOT CUT ADDITIONAL HOLE&. 1-lOLE& IN eox> G)CONmc>L YALYE PER LEGEND, &EE PLAN FOR &IZE. @SCI 181Z' MALE AOAFTER, 2 REQUIRED. @ &UPPL ,.-LINE FkOlf MANIFOLD. (EQUAL SIZE OR LAl'GER TI-IAN LATERAL PIPE LEAVING Tl-IE VALVE) IP-3 "AS © ISOLATION BALL VALVE N.T.S. ® REMOTE CONTROL VAL VE N.T.S. REVIE\IED BY, tu~(,, INSPECTOR 4 ">' DATE LANDSCAPE 3916 Normal St<ttl ARCHITECnJRE Son Dlo90. Ca 92!03 PMM, 16191 294-44 n + PLANNING Fax, 16j91 294-9965 fSHm7 CITY OF CARLSBAD I SHEETS I ~====:t====t============================i====i====t====t===j LllJ ENGINEERING DEPARTMENT 38 i----t---t----------------+---l---+---+---1 Jl{PROVEMENT PLANS FOR: I AS 'LT D.A. TE INITIAL DA.TE INl11Al D.11.TE 1NrTIAL ENGlNEER OF 1M'.lliK REVISION DESCRIPTION OTHER APPROVN. CITY APPROVAL ENCINA BASIN WAlER RECIM.IATION PROGRAM, PHASE II TWIN O RECYCLED WATER PUMP STA110N IRRIGATION DETAILS APPROVE~ & Q WILLIAM E. PLUMMER drrUG:s;.. ~ • • 1-n•(14 DEPUTY CITY ENGINEER PE 28176 EXP. OJ-31-O6 DATE DWN BY: OM CHKD BY: 5G RVWD BY: KC PROJECT NO. 3889 I DRAWING NO. 409-68 0 c,., :e C) .... ~ 0 .l=li, --c,., 0 N -GI» co N 0 < I + 0) ~ m 6&1.wA12T 6' ~ C:AC!-1 SIDE, ~T ANDeACKa'TI-IE ENCLoelJir.E. (DPRE-tSSEHBLED CONT REt'Efii! TO LEGEND. ®1• SCI-I 8(f) GRE'T' CONDUIT FOR POWER SOURCE. EXTENDED TO JUNCTION eox. @CONTll'OL VALVE WIRE$ TO TERMINAL &TRIP. euNDLE TOGETI-IER WITI-I ZIP TIE&. @MASTER VALVE, FLOW &ENSING AND WEATHER STATION WIRE& TO TERMINAL STRIP. eu-lDLED &EPARATL I kCH .:oNTROL WIRES WITI-I ZIP TIES. @314' SC!-18(1) GRE'T' CONDUIT FOR MASTER VALVE WIRE$. @314' SC!-18(1) GREY-CONDUIT FOR FLOW &EN&ING WIRE&. G)1• &cl-I 8(f) GRE'T' CONDUIT FOR WEATI-IER STATION C ET GAGE SPA!'<E I' SCI-I 811!) GRET CONDUIT. @GROJNDING fl'OD/ KIT PER MANLFACTUl"E~& SPECIFICATION&. @) &cl-I 8(f) GRE'T' CONDUIT FOR CONTl"OL Wlf<E&, SIZE PER SPECIFICATION&. @MO.NTING FRAME c TEMPLATE INSTALLED PER MANI.FACTURER'& DETAILS. APPL l' &ILCONE SEALANT BETWEEN CONCRETE !SASE, FRAME AND ENCL~. @PO.IRED CONCRETE BASE, MINIMlN 6' TI-IICK. @ANCI-IOl'ii! FOR MOUNTING ~E PER MANLFACTU!'<ER'& SPECIFICATION&. {B) GsRAVEL SI.NP. CD CONTROLLER TOF-OFENING FEDE5T AL N.T.&. 5 CD BALL VAi.YE WITI-I ¾' FEMALE TI-IREAD @ MAINLINE F!iClt1 WATl:Fi 50.A:E @ RR"LE COi.a,;! VALYE eox AND LID (&EE 6FEC5.! @ ,.., DIA. F'EA GRAYEL 5(J-lp <MIN. ½ CU. FT/ @ eRICK~&a,i COMFACT1:DAN:>16Tllfii!eED ~<MIN.OF~ F'EFi !!!OX/ C~O55 CONNECTION CONTROL L TEST 5 TAT I ON !"LAN -NO 6C,41_E M INCORPORATED In order to Conserve Water ... I ~~~~~~~~~ ! ~ T~~ ~~ ~~~ I ·-.,,. CIIJlm IIO RIE 4AU lA--_. ... .,... • RECLAIMED ~ATER "DO NOT DRINK" 51GN NOT TO 5CALE 3802 Unlvenrty lwe. • Riverside, CA. 92:101 • 909-04-HOO ~ 48 hours BEFORE excavation ~ 1-(800)422-4133 CALL UnderJ'ound Senic1 Allrl NOT!:, 4' MINll"U'l ~ I SIDES a' TRENCI-I 6' MINIMUM eETI-IEEN ALL FIFES. CD FINl&i-1 GRADE. ®BACKFILL MATEl'ii!IAL. Ffii!EE FROM ALL fii!OCK AND DEBfii!I& GF!EA TER TI-IAN ONE INCi-i. @NON-PRE&&Uf<E LATERAL LINE FOR Rl6Efii!&, AND POP-UP& 6' OR LES&. 6EE LEGEND FOR CLASS, IEIE...! TO PLAN FOR SIZE. @NON-PRE&&Ufii!E LATEl'ii!AL LINE FOR 12' l"'Ol"-UI" 1-!EAD&. 6EE LEGEND FOR CLAS&, AL:-ER TO PLAN FOR SIZE. @PUl'ii!PLE 'ALCLAIMED WATEl'ii!' DETECTABLE MAl'ii!KING TAPE. CI-IRl&Tl''& TA-DT-P-Fil-l OR EQUAL. eETI-IEEN FIFE AND CONTROL J,,IIRE CONDUIT @CON&TFrl.JCTION c:iofii!ADE &AND. 6' ABOVE AND 6' BELOW PIE&&lJlltE SUl"l°L. T LINE. G)PRE&&Ufii!E SUPPL T LINE. &EE LEGEND FOR CL 1ee, REFER TO PLAN FOR SIZE. @CONTROL WIAL&, BURIED DIRECTL l' BESIDE PRESSURE SUPPL l' LINE. 1!51.NDLE WIRE& WITI-I TAPE AT 25'' MAXIMlN INTERVAL&. @CONDUIT. (WI-IEN USED FOR WIRE& IN LANDSCAPE Afii!EAS) &EE LEGEND FOR CLASS, fii!EFE:~ TO SPECIFICATION& FOR SIZE&. 0 TRENCl-1 IN LANDSCAPE N.T.&. ~ FINIS!-1 GIAADE --n1 l'"l~"'ilTI ;=l_..::."I "I 1=--1rTl,.l_.::..""rlnl l'=---=,,l l7--'I_ l=I I l=I I l=I I l=I I 1=111=1 ---3" I-IIDE METALLIC MAl'ii!KER TAFE .,......,.....-'ALEl'ii!TLINE' FUl'i!FLI: LATl:!'UL NON-FRE&euRE _..--RECTCLl:D J,,IATl:R FIFE Fl'Wl'1 IRRIGATION 1-11:AD 0 TO IRRIGATION I-IEAD. 1-1!-IENEVEl'ii! TI-e LINES CFi0&5 Tl-IE FOTA6LI: FIFE NO 5Ll=l=VE 15 REQUIRED. 0 _,-------'ALERTLINE' FURFLI: COLORED FRE55URE: MAINLINI= FIFE. -'I.-_________ _l..,IJ __________ ~TA5LI= I-IATl:lli: LINE ......-------!'11:CYCLED Flli:Ee&UR:: MIANLINE , SLEEVE 1-11-!ERE FOTAeL.I= LINES AND CONSTANT FRl!:S&Uf;£ ir.ECYCLED I-IATER LINES CROSS, Tl-II: RE:CTCLl=D LINES SI-IALL eE INSTALLl=D eELOI-I Tl-IE ~TAeLI= J,,IATl:fli: LINE IN A CLASS 2(l)(f) PURPLE COLOl'ii!ED PVC SLl:EYE. PVC SLl:l:YE SI-IALL l:XTl:ND 10 l'l=l=T ON 1:IT!-11:fii! SIDI: a' Tl-II: POT AeLI: LINE FOfii! A TOTAL a: 20 l'l=ET. RECYCLED WATER PIPE/ ® POTABLE WATER PIPE N.T.S. 4' MINIMUM FROM SIDES a' TRENC!-1 6' MINIMUM eETI-IEEN ALL FIFES. (DI-IAl'ii!OSCAPE MATERIAL. ®eA&E MATERIAL. @BACKFILL MATERIAL. FREE Ffii!OI I ALL ROCK AND DEBRIS GF!EA TER TI-IAN ONE INCi-i. @NON-PRE&&lJlltE LATERAL LINE IN SCI-I '4ir> SLEEVE TWICE THE DIAMETEl'ii! OF Tl-IE LINE RLN-IING TI-RC1UGol-l. ALL LATEl'ii!AL LINE& SI-IALL 6E AT Tl-IE &AME DEPTI-I UNDEl'ii! I-IARD&cAPE. @PUl'ii!PLE 'fii!ECLAIMED WATER' DETECTAeLE MAl'ii!KING TAPE. CI-IRl&Tl''& TA-DT-P-Fil-l OR EQUAL. ----------16 -------{1 ---------< & 4' MINIM.JM TI-IEEN FIFE AND CONTl'ii!OL 1-1I"-E CONDUIT @CON&TFrl.JCTION GRADE &AND. 6' ABOVE AND 6' BELOW PRESSURE SUPPL l' LINE. G) PRE&&uf<E SUPPL l' LINE IN &cl-I '4ir> SLEEVE TWICE Tl-IE DIAMETER OF THE LINE ~ING TI-IROUG,I-I. @CONDUIT FOR ALL lfii!RIGATION WIRE&. &EE LEGEND FOR CLASE:., AL,..;l'C TO SPECIFICATION& FOR SIZE&. ® TRENCl-1 IN 1-tARDSCAPE N.T.&. IP-4 11 AS BUILT" REV!E\,/ED BY• LV ,po,.. .... ~• c,., e,-zt -o, INSPECTOR DATE fsHEETl CITY OF CARLSBAD I SHEETS I t----t--+---------------l-----l----11-----L-----1 ~ ENGINEERING DEPARTMENT 38 ~I~M:~PR~O~VE~M:~EN~T~P==LAN~s=ro~R=, =======--'===== I ~ ~ LANDSCAPE 3916 Normoi Street 11 ~ ARCHITECTURE s-, llloto, eo 92103 .. , Phone, 16191 294-44 77 a,: + PLANNING Fu: 1619J 294-9965 45~UllT KAWAIMI TIE &QCBI LINO+ AIIOCIATIII DATE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION O™ER APPROVAL DATE INITIAL CITY APPROVAL ENCINA BASIN WATER RECLAMATION PROGRAM, PHASE II lWIN D RECYCLED WATER PUMP STATION IARIGA TION DETAILS APPROVED ../ ~-WILLIAM E. PLUMMER u/ P:°' r -? L ~ ..,.. .1--n -o .,,,_ ~ » ~ DEPUTY CITY ENGINEER PE 2B176 EXP. 03-31-06 DATE OWN BY: DM PROJECT NO. CHKD BY: SG 3889 RVWD BY: KC I DRAWING NO. 409-6B J \041so1i \ C (,t) =e C) N !I, 9.~ I -Ill! .. -.. 0 < + ::, I, m (NOTE, C.M.W.D. &PECIFICATIOOS TAKE ~CEDENCE.) IRRIGIATIOO SYSTEM FAM I -GENE~ GIENE~ CCNDITIOOS OF Tl-IE CONTRACT APPLY TO TI-IIS SECTIOO AS Tl-IOI.JG,!-! I-IRITTEN !-!Et-£ IN. SCOPE OF Tl-IE l-loi.K INCLUDES ALL LAeOR, MATERIALS, EQUIPMENT, ACCE&eoRIES, TRAN&FORTATIOO, FE'""1ITS, FEES, SERVICES AND INCIDENTALS NECESSARY TO COMPLETE Tl-IE LANDSCAPE SF,l;!INl<U:R SYSTEM AS !-!Ei.£IN SFECIFIED AND INDICATED 00 Tl-IE DRAI-IINC:sS. DIAGiRAMHATIC FLANS FOR Tl-IE PURPOSES OF CLEARNESS AND LEGIBILITY, Tl-IE SFlltlNKLER &Y&TEM LAYOUT IS DIA6RAH'1ATIC AND Tl-IE CONTRACTOR S!-IALL CAl'<£FULL Y INVESTIGATE Tl-IE STRUCTU~ AND FINIS!-IED CCNDITIOOS AFf'ECTINC:s ALL OF 1-!IS 1-iOfoK AND FLAN 1-!IS 1-iOfoK ACCORDINC:sL Y, f'URNIS!-IINC:s SUCI-I FITTINC:sS, SLEEVES, OFFSETS, ETC., AS MAY eE REQUli.£D TO MEET SUCI-I CCNDITIOOS. Tl-IE WOl'iK S!-IALL eE INSTALLED IN SUCI-I A MANNER AS TO AVOID CCN=LICTS eETJ,,,EEN IRRIGIATIOO SYSTEMS, PLANTING,, AND ARCI-IITECTU~ FEAT\Jf<ES. I-IITI-I Tl-IE LANDSCAPE ARCI-IITECT'S AFFROYAL, Tl-IE CONTRACTOR MAY MAKE ADJUSTMENTS 1-11-!Ei.£ NECESSARY TO CCN=0'""1 TO ACTUAL FIELD CCNDITIOOS. SUCI-I ADJUSTMENTS I-IILL !',£QUI!',£ ~INATIOO OF Tl-IE INSTALLATIOO I-IITI-I Tl-IE LANDSCAPE ARCI-IITECT BUT I-IILL NOT EXCEED Tl-IE SCOPE OF Tl-IE WORK OUTLINED IN Tl-IE DRAI-IINC:sS AND Tl-IE SPECIFICATIONS. Tl-IE IRRIG&ATIOO SYSTEM S!-IALL eE OPERATIOOAL, I-IITI-I UNIF0'""1 AND ADEQUATE COYERAG.E OF Tl-IE AREAS TO eE IRRIGATED, PRIOR TO PLANTING,. Tl-IE COOTRACTOR S!-IALL NOT WILLRJLL Y INST ALL Tl-IE IRRl<isATIOO SYSTEMS AS SI-IOl+I 00 Tl-IE DRAI-IINC:sS 1-11-!EN IT IS OBVIOUS IN Tl-IE FIELD TI-IAT oeSTl<IJCTIOOS, GIRADE DIFFERENCES OR DISCi.£FANCIES IN Ai.£A DIMENSIONS EXIST TI-IAT MIG.I-IT NOT 1-!AYE eEEN CONSIDEi.£D IN ENGIINEERINGi. SUCI-I oe&TRUCTIOO OR DIFFERENCES &1-!0ULD eE eROUGil-lT TO Tl-IE ATTENTIOO OF Tl-IE LANDSCAPE ARCI-IITECT. IN Tl-IE EYENT Tl-II& NOTIFICATIOO I& NOT FEIW'~ IED, Tl-IE COOTRACTOR &!-!ALL ASSUME FULL RE&FONSIBILITY FOR ANY REYISIOO NECESSARY. ORDINANCES AND i.£00LATIOOS ALL LOCAL, MI.NICIFAL AND STATE LAI-IS, AND RULES AND i.£00LATIONS G.OYERNINC:s OR i.£LATINC:s TO ANY FORTIOO OF TI-IIS 1-lORK Ai.£ !-!Ei.£BY INCORPORATED INTO AND MADE A FAM OF T!-IESE &FECIFICATIONS. F,£QUlf<f::HENTS OF Tl-IE DRAI-IINGiS AND SPECIFICATIONS, NOT CCN=LICTINC:s T!-!Ei.£WITI-I BUT EXCEEDING, Tl-IE CODE REQUli.£MENTS, &!-!ALL GIOYERN. FE'""1ITS AND LICENSES Tl-IE COOTRACTOR S!-IALL SECUf<f:: Tl-IE f<f::QUIRED LICENSES AND FEl'<MITS INCLUDING, PAYMENTS OF CI-IAl'i!GIES AND FEES, GIVE F,£QUIF,£D NOTICES TO FUeLIC AUT!-IORITIES, AND VERIFY FEl'<MITS SECUi.£D OR A~MENTS MADE 6Y OT!-IERS AFf'ECTINC:s Tl-IE Woi.K OF Tl-II& SECTIOO. SUeMITTALS SUBMIT A LIST OF ALL IRRIGIATIOO EQUIPMENT TO eE USED, MANUFACTUi.£R'S BROC!-IIJRES, MAINTENANCE MANUALS, OOARANTEES AND OPERATING, INSTl<IJCTIOOS I-IIT!-IIN TI-IIMY-FIYE (35) DAYS AFTER AI-IARD OF COOTRACT, AND eEF0Re: ANY IRRIGIATIOO SYSTEM MATERIALS ARE DELIVERED TO Tl-IE Joe SITE. NO SUe.&TITUTIOOS WILL eE ALLOI-IED WIT!-IOUT PRIOR I-IRITTEN APPROVAL 6Y Tl-IE LANDSCAPE ARCI-IITECT AND CITY INSPECTOR DO NOT FEl'<MIT ANY IF<RIGIATIOO SYSTEM COMFOOENT TO BE 6ROIJG,I-IT OOTO Tl-IE Joe SITE UNTIL IT 1-!AS eEEN APPROVED 6Y Tl-IE LANDSCAPE ARCI-IITECT. RECORD AND AS-BUil T DRAI-IINC:sS Tl-IE COOTRACTOR S!-IALL PROVIDE A COMPLETE 'AS-BUil T' !'<ECORD SET OF 6LUELINE PRINTS W!-IICI-I &!-!ALL BE COP.:f<f::CTED DAILY AND SI-IOI-I EVERY C!-IANG,E FROM Tl-IE ORIGINAL DRAI-IINC:sS AND SFECIFICATIOOS AND Tl-IE EXACT LOCATIONS, SIZES AND KINDS OF EQUIPMENT. PRINTS FOR TI-IIS PURPOSE MAY BE OBTAINEP FRO! I Tl-IE LANDSCAPE ARCI-IITECT AT COST. T!-IIS SET OF DRAI-IINC:sS &!-!ALL eE KEPT 00 Tl-IE SITE AND &I-IALL eE USED ONLY AS A RECORD SET. Tl-IE COOTRACTOR S!-IALL DIMENSIOO FROM TWO FEl'<MANENT POINTS OF REFERENCE (SIDEWALK OR ROAD INTERSECTIOOS, ETC.) Tl-IE LOCATIOO OF Tl-IE FOLLOI-IINC:s ITEMS, I. COONECTIONS TO EXISTING, WATER LINES. 2. ROUTING, OF ~SSURE SUPPLY LINES. 3. SPRll'l<LER COOTROL VALVES, GiloeE VALVES AND QUIGK COUPLERS. 4. I-IIRINC:s, COOTl<OLLERS AND ELECTRICAL SERVICES. eEFOi.£ Tl-IE DATE OF Tl-IE FINAL INSF'ECTIOO, Tl-IE COOTRACTOR S!-IALL TRANSFER ALL INFORMATIOO FROM Tl-IE 'AS-BUil T" PRINTS TO AN OZALID SEPIA, FROCUl'<:EC FRO! I Tl-IE LANDSCAPE ARC!-IITECT. ALL l-loi.K &I-IALL eE NEAT AND SUeJECT TO Tl-IE AFFROYAL OF Tl-IE LANDSCAPE ARCI-IITECT. DELIVERY OF Tl-IE SEPIAS I-IILL NOT RELIEVE Tl-IE COOTRACTOR OF Tl-IE RESFONSl6ILITY OF FURNl&I-IINC:s f<:EQUll'<:ED INFORMATIOO TI-IAT MAY eE OMITTEC FROl1 Tl-IE PRINTS, Tl-IE OI-INER f<f::SERYE& Tl-IE RIGil-lT TO ~FARE Tl-IE "AS-BUILT" C!-IARTS. Tl-IE COOTRACTOR &I-IALL PROVIDE A SEPARATE co&T TO Tl-IE OI-INER FOR Tl-!I5 SERVICE FOR FINAL DETE'""1INATIOO OF COMFLETIOO. "AS-BUil T" DRAI-IINC:sS &I-IALL BE APPROVED 6Y Tl-IE LANDSCAPE ARCI-IITECT eEFOf<f:: COOTl<OLLER CI-IAM5 ARE ~FARED. COOTROLLER C!-IAM5 ~FAl'<:E C!-IAM S!-IOI-IINC:s Tl-IE VAL YES AND SFlltlNKLER !-!EADS SERVICED BY EAC!-1 COOTROLLER. Tl-IE CI-IAM 15 TO eE A i.£DLICED DRAI-IINC:s OF Tl-IE ACTUAL "AS-eLIIL T" SYSTEM OF Tl-IE SIZE T!-IAT WILL FIT INTO COOTROLLER AND READA6LE W!-IEN REDUCED. USE A DIFFERENT COLOR TO INDICATE Tl-IE COYERAG.E FOR EACI-I &TATIOO. Tl-!I5 CI-IAM 51-!ALL eE AFFROYED BY Tl-IE LANDSCAPE ARCI-IITECT AND 1-11='""11:TICALL Y SEALED 6Y PLASTIC. T!-IIS S!-IALL T!-IEN eE SECUi.£D TO Tl-IE INSIDE OF Tl-IE COYER. KMcm ~AllT INCQRPOAATEC 3802 Univenity A.ve. • Rive,-icl•, C,... 92501 · 909-884-111100 EQUIPMENT TO eE FURNl&I-IED Tl-IE COOTRACTOR 51-!ALL FURNl51-1 AS A FAM OF TI-IIS COOTRACT Tl-IE FOLLOWING,, I. TWO (2) SETS OF SPECIAL TOOLS REQUIRED FOR REMOYINC:s, DISASSEM6LINC:s AND ADJUSTING, EAC!-1 TYPE OF SPRINKLER 2. TWO (2) FIVE FOOT YALYE KEYS FOR GATE VALVES. 3. TWO (2) KEYS FOR EACI-I AUTOMATIC COOTROLLER. "4. QUICK COUPLER KEYS AND MATC!-IINC:s !-IOSE !!WIYEL ELLS. (MINIMUM OF I SET FER !; QUICK COUPLERS.) SUe.&TITUTIOOS (CITY INSF'ECTOR MUST APPROVE ALSO> IF Tl-IE I1'1:1'tl<isATIOO COOTRACTOR WISI-IES TO SUe.&TITUTE ANY EQUIPMENT OR MATERIALS FOR TI-IOSE LISTED 00 Tl-IE IRRIGATIOO DRAI-IINC:sS AND SFl:CIFICATIONS, I-IE MAY DO SO 6Y Fl<OYIDINC:s Tl-IE FOLLOI-IINC:s n-FOR1ATIOO TO Tl-IE LANDSCAPE ARCI-IITECT FOR APPROVAL AFTER 11'1:1'tlGIATION COOTRACTOR'S COOTRACT AWARD, I. A &TATEMENT INDICATING, Tl-IE REASOO FOR Tl-IE SU6STITUTIOO. USE A SEPARATE S!-IEET OF PAPER FOR EAC!-1 ITEM TO eE sueSTITUTED. 2. CATALOG, FE""'0'""1ANCE CI-IART5, AND FLOWCI-IAl'!T5 FOR EACI-I ITEM TO eE SU6STITUTED. 3. Tl-IE COST &AYINC:sS IF Tl-IE SU6STITUTED ITEM I& AFFROYED. Tl-IE LANDSCAPE ARCI-IITECT 51-!ALL 1-!AYE Tl-IE SOLE i.£SPONSIBILITY IN ACCEPTING, OR REJECTING, ANY SUe.&TITUTED ITEM AS AN APPROVED EQUAL TO T!-IOSE EQUIPMENT AND MATERIALS LISTED 00 Tl-IE IRRIGIATIOO DRAI-IINC:sS AND SPECIFICATIONS. EXISTING, UTILITIES AND CCNDITION5 PRIOR TO CUTTING, INTO Tl-IE SOIL, Tl-IE COOTRACTOR &!-!ALL LOCATE ALL CAeLE&, CCNDUITS, SEI-IER, SEPTIC T ANKf> AND OT!-!ER UTILITIES AS Ai.£ COMMONLY ENCOUNTEi.£D UNDE~, AND I-IE &!-!ALL TAKE I l:.:OFE!li. ~CAUTIONS NOT TO DAMAGE OR Dl&TUl'ie SUCI-I IMPROVEMENT&. IF A CONFLICT EXl&T& BETWEEN SUCI-I OBSTACLES AND Tl-IE PROPOSED 1-iOfoK, Tl-IE COOTRACTOR S!-IALL I l'iOI IFTL Y NOTIFY Tl-IE LANDSCAPE ARCI-IITECT W!-IO WILL ARRANC:sE FOR fl<:ELOCATIONS. Tl-IE CONTRACTOR WILL PROCEED IN Tl-IE SAME MANNER IF Roel< LAYER OR ANY OTI-IER CCNDITIONS ARE ENCOUNTEi.£D. oesERVATIOO (CITY INSPECTOR MUST AFFROYE ALSO) Tl-IE CONTRACTOR 51-!ALL AT ALL TIMES FE'""11T Tl-IE LANDSCAPE ARCI-IITECT OR 1-!IS AUT!-!ORIZED AGENTS TO VISIT AND OBSERVE Tl-IE Woi.K OR ANY FAM TI-IEREOF. I-IE SI-IALL MAINTAIN PROPER FACILITIES AND PROVIDE SAFE ACCESS FOR SUCI-I OBSERVATIOOS TO ALL FARTS OF Tl-IE WOloK. W!-!Ef<f:: Tl-IE SFECIFICATIOOS i.£QUll'<:E 1-lCRK TO eE TESTED eY Tl-IE CONTRACTOR, IT SI-IALL NOT eE COVERED UP UNTIL TESTED OR APPROVED BY Tl-IE LANDSCAPE ARCI-IITECT AND GIOYERNINC:s AGENCIES. Tl-IE COOTRACTOR &!-!ALL eE SOLELY RESFOOSleLE FOR NOTIFYING, Tl-IE LANDSCAPE ARCI-IITECT AND fi<:EQUll'<:ED AGENCY (-48 !-!OURS NOTICE REQUlf<f::D), WI-IEi.£ AND WI-IEN SUCI-I WO!iiK IS IN READINESS FOR TESTING,. &1-!0ULD ANY SUCI-I 1-lORK BE COYEi.£D WIT!-IOUT SUC!-1 TEST OR APPROVAL, IT &!-!ALL, If SO ORDERED, BE UNCOVERED AT Tl-IE COOTRACTOR'S EXPENSE. oesERVATIOO WILL BE REQUIRED FOR Tl-IE FOLLOWING, FARTS OF Tl-IE WO!iiK, I. SLEEVE MATE~, LOCATIONS, DEFT!-! OF COYER MUST BE APPROVED BY CITY INSFl:CTOR PRIOR TO BACKFILL PLACEMENT. 2. UFOO INSTALLATIOO AND TESTING, OF MAIN LINES AND LATE~ LINES~ W!-IEN FIFES Ai'<E LAID AND ARE TO BE SUBMITTED TO PRESSURE TESTS. DO NOT COYER ANY LINES UNTIL TI-IEY 1-!AYE eEEN 06SERYED. 3. UPON INSTALLATIOO AND TESTING, OF VALVES, QUICK COUPLERS, 6ACKFLOI-I ~VENTER DEVICE, AUTOMATIC COOTROLLERS, AND COOTROL VAL YES AND 1-1I1'<:ES. 4. W!-IEN Tl-IE SPRINKLER SYSTEM IS COMPLETED, Tl-IE COOTRACTOR, IN Tl-IE PRESENCE OF Tl-IE LANDSCAPE ARCI-IITECT, 51-!ALL FE""'Of'<M A COYERAG.E TEST TO DETEl'<MINE IF Tl-IE COVERAGE OF WATER IS COMPLETE AND ADEQUATE. Tl-IE COOTRACTOR &!-!ALL RJRNISI-I ALL MATERIALS AND FEl'of'OR 1 ALL WOfiiK REQUIRED TO CORRECT ANY INADEQUACIES TO COYER. !;. FINAL OBSERVATIOO AND FE""'Ol'<MANCE TEST 51-!ALL BE AT Tl-IE SAME TIME AS Tl-IE FINAL INSFl:CTIOO OF Tl-IE LANDSCAPE Woi.K. IRRIGATIOO OOARANTEE Tl-IE CONTRACTO!lt'S C!UARANTEE 51-!ALL CONSIST OF Tl-IE FOLLOWING,, Tl-IE ENTIRE IRRIGATION SYti'fl:M S!-IALL BE GIUARANTEED AGAINST DEFECTS IN MATERIALS AND ~ANS!-IIF FOR A PERIOD OF OOE (I) YEAR FRO! I Tl-IE DATE C1F ACCEPTANCE OF I-ICRK. S!-IOULD Tl-IE CONTRACTOR FAIL DURING, TME GUARANTEE PERIOD TO EXFEDITIOUSL Y CO~CT A DEFECT UPON l<ifll:II IEN NOTIFICATIOO BY Tl-IE OI-INER, Tl-IE OWNER S!-IALL CAUSE Tl-IE WON< TO eE Col¾<E~ TED AND BILL Tl-IE ACTUAL COSTS INCU~D TO THE COOTRACTOR. DEFECT CORRECTIONS &!-!ALL INCLUDE Tl-IE COMPLETE f<f::STORATIOO OF EXISTING, IMPROVEMENTS TI-IAT WERE DAMAGIED A5 A RESULT OF Tl-IE DEFECT. FAM 2 -l'R.ODUCTS ALL MATERIALS SUPPLIED FOR TI-IIS PROJECT 51-!ALL eE NEW AND Ffl<:EE FROl·I ANY DEFECTS. ALL DEFECTIVE MATERIAL &!-!ALL eE REPLACED IMMEDIATELY. RINGsTITE FYC RINC:sTITE FIFE AS SPECIFIED &!-!ALL BE PVC CLASS IE>IZ' OR CLASS 2(Zl(Z) WITI-I RING,TITE JOINTS, J.M. RINC:sTITE FIFE, PACIFIC 1-!ESTERN OR APPROVED EQUAL. PLASTIC FIFE FOR USE WITI-I RUeeER RING, GASKETS S!-IALL eE RIG.ID UNFLASTICIZED FOL YYINYL CI-ILORIDE PVC 1121Z' (TYPE I, GIRADE I), MANUFACTURED IN ACCORDANCE WIT!-! ASTM D 22"41. PLASTIC FIFE MAl'iKED WITI-I I R.ODUCT STANDARD PS 22-1,Z, CONF0'""15 TO ASTM REQUIREl1ENTS. FIFE 51-!ALL BE SUPPLIED WITI-I PLAIN ENDS OR WITI-I AN INTEGIRAL TI-IICKENED EXPANDED BELL I-IITI-I RUeeER RING, GPWOYE. COUFLINC:sS FOR PLAIN END FIFE S!-!ALL BE OF Tl-IE SINC:sLE fl<LIBBER RINC:s TYPE I-IITI-I SOL YENT 1-11:LD SOCKET 00 OOE END OR 51-!ALL BE OF Tl-IE DOUBLE RING, TYPE. RUBBER RINC:s GASKETS &!-!ALL eE OF A SYNTI-IETIC RUeeER SUPPLIED IN ACCOl'<DANCE I-IITI-I Tl-IE f<f::QUli.£MENTS OF ASTM D IU.':1. FIFE &!-!ALL BE FURNIS!-IED IN Tl-IE FOLLOI-IINC:s STANDARD DIMENSIOO RATIOS (SDR) AND ~SSURE RATINC:sS, IE>IZ' PSI (I.I MFA) SDR 2E> 2!ZW PSI (IA MFA) SDR 21 CONCRETE TI-IRJST BLOCKS &!-!ALL BE PROVIDED AS REQUIRED FOR PROPER ANCI-IORAGiE AND DURAelLITY OF Tl-IE RINC:sTITE FIFE. ALL FOUR (4) INCI-IES AND LARGER PVC PLASTIC F'1'<ESSUl'<:E LINES &!-!ALL eE RINC:sTITE PVC FIFE. FOL YVINYL C~LORIDE FIFE F'LASTIC F'1'<ESSURE LINES, ALL 1-1/2" AND SMALLER 51-!ALL eE SCI-I -4.z> PVC, ALL 2" AND LARGER &I-IALL BE TYPE I, GRADE 2 <IMPACT MODIFIED), DESIGNATED AS PVC I22ie>, CLASS 31!; (SDR 13.!;), COi-FOR 11NC:s TO COi 1t lERCIAL STANDARDS CS2~-E>3. PLASTIC NOO-F!<ESSURE LINES, FOR FIFINC:s DOWNSTREAM OF REMOTE CONTROL VALVES, TYPE I, GIRADE 2 (IMF'ACT MODIFIED!, AS DESIGNATED AS FYC 12212), CLASS 2(Zl(Z) (SDR21!, CONF0'""1INC:s TO COi ff IERCIAL STANDARDS CS25E>-63. IDENTIFICATIOO, FURNl&l-1 PLASTIC FIFE COOTINUOUSL Y AND FEl'<MANENTL Y MAl'<KED I-IITI-I FOLLOWING, lt-FOl'<MATIOO, MANUFACTUl'<:ER'S NAME OR TRADEMAF<K, SIZE, CLASS AND TYPE OF FIFE, I-IQRKING, F'1'<ESSUl'<:E AT 13.-4 DEG&f<f::ES F, AND NATIONAL SANITATIOO FOUNDATIOO (NSF) RATINC:s. SLEEVES SLEEVES SI-IALL BE SC!-!. -4.z> PVC (SCI-I 611') UNDER YEI-IICULAR FAYING,!, 2 TIMES Tl-IE FIFE SIZE DIAMETER AND EXTEND 12" eEYOOD EAC!-1 SIDE OF PAVEMENT. Tl-IE LETTERS "E" FOR ELECTRICAL OR '1-1' FOR I-IATER 51-!ALL eE STAMPED OR CI-IISELED 00 Tl-IE PAVEMENT DIRECTLY AeOYE Tl-IE SLEEVE. PVC FITTING,$ PVC SCI-IEDULE -4.z> 51-!ALL NOT BE TI-IREADED. ALL T!-lf<f::ADED FYC FIFE 51-!ALL BE SCI-IEDULE 611')_ FITTINC:sS &!-!ALL BE PVC SC!-IEDULE 4" OR 611'), AS REQUli.£D. SCI-IEDULE 4"" FITTING,$ 51-!ALL BE USED FOR INSTALLATIOO 00 Tl-IE DISC!-IAl'i!GIE SIDE OF !',£MOTE COOTROL VALVES AND SC!-IEDULE 611') FITTING,& 51-!ALL eE USED FOR COOTINUOUSL Y ~SSURIZED FIFE 00 Tl-IE SUPPLY SIDE OF REMOTE COOTROL VALVES. FITTINGiS AND COUFLINC:sS FOR PLASTIC FIFE 51-!ALL eE T!-IREADED OR SLIP-FITTED T AFEi.£D SOCKET SOL VENT 1-11:LD TYPE. Tl-ll<EADED ADAPTERS &!-!ALL 6E PROVIDED WITI-I SOCKET FIFE FOR cONNECTIONS TO Tl-ll<EADED FIFE. PLASTIC FIFE FITTING, AND COUPLINC:sS &!-!ALL eE FYC I OR FYC I/II MATERIAL SUPPLIED IN Tl-IE SAME SC!-IEDULE SIZE SPECIFIED FOR Tl-IE FIFE. Tl-IE TYPE OF PLASTIC MATERIAL AND SC!-IEDULE SIZE 51-!ALL BE INDICATED 00 EACI-I FITTING, OR COUPLINC:s. FITTING,S AND COUPLINC:sS 51-!ALL COMPLY WITI-I Tl-IE FOLLOI-IING, SFECIFICATIOOS, SOCKET FITTINC:sS SCI-IEDULE 4" ASTM D2466 SCI-IEDULE 611') ASTM D24h1 Tl-ll<EADED FITTING,$ SCI-IEDULE 611') ASTM D2"4h4 BRASS FIFE AND FITTINC:sS 6RASS FIFE 51-!ALL eE RED BRASS SCREWED FIFE CONF0'""1INGI TO FEDERAL SFECIFICATIOO NO. 1-11-1-P-3!;1. FITTINC:sS S!-IALL eE i.£D BRASS CONFOl'<MINC:s TO FEDE~ SFECIFICATIOO NO. WI-I-F-4hlZ). GALVANIZED STEEL FIFE AND FITTINC:sS (NIA! GAL YANIZED FIFE &!-!ALL eE STANDARD I-IEIGII-IT (SCI-IEDULE -4€)) COMPLYING, WITI-I Tl-IE REQUIREMENTS OF ASTM A 1212). STEEL FIFE S!-IALL eE JOINTED I-IITI-1 GALVANIZED, TI-IREADED, STANDARD WEIGi-iT MALLEAeLE IROO FITTING,$ AND COUPLINC:sS. COi IE~ FIFE COi I E...: FIFE 51-!ALL eE TYPE K IN ACCOf<DANCE WITI-I ASTM B aa. COl"l"EI'< FIFE S!-IALL eE JOINTED I-IITI-I Tl-IE AH l<OFRIATE SOLDER TYPE Wl<OUG,I-IT COi I ER FITTING,$ FOR 2-1/2 INCi-i AND SMALLER SIZES. CAST SRA&& FITTINGiS 51-!ALL eE USED FOR SIZES OYER 2-1/2 INCI-IES. AUTOMATIC ca.TROLLER AUTOMATIC CONTROLLER &!-!ALL BE OF Tl-IE TYPE AND FER Tl-IE MANUFACTURER SI-IOI-IN ON FLAN OR APPROVED EQUAL IT 51-!ALL BE FULLY AUTOMATIC, WIT!-! FROYISIOOS FOR MANUAL OPERATIOO, SIZED TO ACCOMMODATE Tl-IE NUMBER OF STATIONS OR COOTl<OL VALVES INCLUDED IN Tl-IE &YSTEM. OUTDOOR MODELS &!-!ALL eE !-IOUSED IN A VANDAL-PROOF AND WEATI-IERFROOF ENCLOSURE WITI-I LOCKING, COYER. LOI-I VOLT AGE COOTROL I-IIRE ALL WIRING, TO BE USED FOR CONNECTING, Tl-IE AUTOMATIC COOTROLLER TO Tl-IE ELECTRIC SOLENOID ACTUATED REMOTE COOTROL YALYE 51-!ALL eE TYPE UF-6(Zl(Z)V, SOLID COFFER, PVC INSULATIOO, SINC:sLE CCNDUCTOR, UNDERG,ROIJND, UL-APPROVED. LOW VOLT AGiE COOTROL CCNDUCTORS S!-IALL BE SUPPLIED IN Tl-IE SIZES SI-IOl+I 00 Tl-IE FLAN OR IN ACCORDANCE I-IITI-I Tl-IE COOTROL EQUIPMENT MANUFACTURER'S RECOMMENDATIOO, AND &!-!ALL eE UL-APPROVED FOR Dli.£CT BURIAL INSTALLATIOO. IIIZ) VOLT WIRE TO COOTROLLER VALVE eoXES ALL REMOTE COOTROL VALVES AND GATE VALVES 51-!ALL BE INSTALLED IN SUITASLE YALYE SOXES AS SI-IOI-IN IN DETAILS. ALL REMOTE COOTROL VALVE 60XES &!-!ALL eE PLASTIC ( 6Y AMETEK, OR APPROVED EQUAL ), BLACK OR Gif<f::EN WITI-I PURPLE COYER FOR RECLAIMED WATER. Tl-IE CONTRACTOR 51-!ALL FAINT Tl-IE IDENTIFICATIOO NUMBER OF Tl-IE VALVE AND Tl-IE CONTROLLER CLOCK 00 Tl-IE COYER OF Tl-IE VALVE eox. Tl-IE PAINT 51-!ALL BE ALUMINUM ,<\2FI-IAL TIC-6ASE WATEl4JC'ROOF FAINT. GATE VALVES GATE VALVES 3' AND SMALLER S!-IALL eE 12!; Le&. el-IF 6"0NZE GATE VALVE WIT!-! SCi-£1-1-IN eot+IET, NOO-RISINC:s STEM AND SOLID WEDGIE DISC AND Tl-ll<EADED ENDS. GATE VALVES &!-!ALL SE SIMILAR TO T!-IOSE MAM.FACTUl<ED BY NIBCO, 1-!AMMCND OR APPROVED EQUAL AND &!-!ALL BE INSTALLED FER INSTALLATIOO DETAIL. QUICK-COUPLING, VALVES AND ASSEMBLIES QUICK-COUPLING, YALYE5 SI-IALL BE BRASS OR BRONZE WITI-I eLIILT-IN FLOW COOTROL AND SELF-CLOSING, YALYE AND SUPPLIED IN OOE (I") INCi-i SIZE UNLESS OTI-IERWISE REQUli.£D. 1-11-!EN A QUICK-COUPLER ASSEMeL Y IS SPECIFIED, IT S!-IALL COOSIST OF Tl-IE QUICK-COUPLER KEY AND !-IOSE ELL. Tl-IE COUPLER KEYS AND I-I05E ELLS 51-!ALL SE OF Tl-IE SAME MANUFACTURER AS Tl-IE COUPLING, VALVE. fl<:EMOTE CONTROL YALYE5 fl<:EMOTE COOTROL VALVES 51-!ALL eE ELECTRICALLY OPERATED. T!-!EY &!-!ALL eE EQUIF!"ED I-IIT!-1 FLOW COOTROL ADJUSTMENT AND CAPABILITY FOR MANUAL OPERATIOO. TI-IEY &!-!ALL eE MADE SO TI-IAT TI-IEY MAY eE fl<:EADIL Y DISASSEMBLED FOR SERVICING,. BACKFLOl-j ~YENTER eACKFLOI-I F!<EYENTER, WI-IERE REQUIRED, S!-IALL eE OF SIZE AND TYPE AS INDICATED ON DRAI-IING,S. ALL SACKFLOI-I F'1'<EYENTION UNITS 51-!ALL BE INSTALLED IN ACCORDANCE WITI-I Tl-IE F,£QUlf<f::HENTS SET FORT!-! 6Y LOCAL CODES AND Tl-IE COUNTY DEf-ARfMENT OF ENYIROOMENT AL !-!EAL Tl-I SERVICES. SPRINKLER !-!EADS SPRINKLER !-!EADS, eLleeLER !-!EADS AND SPRAY NOZZLES &!-!ALL eE OF Tl-IE TYPES AND SIZES SI-IOI-IN 00 Tl-IE PLANS. TI-IEY S!-IALL BE CONSTRUCTED OF eRONZE, BRASS, STAINLESS STEEL AND/OR 1-!IGil-l-lMFACT PLASTIC. ALL 1-!EADS OF A FAMICULAR TYPE OF FUNCTIOO IN Tl-IE SYSTEM &!-!ALL eE OF Tl-IE SAME MANUFACTUi.£ AND 51-!ALL BE MAl'iKED WIT!-! Tl-IE MANUFACTUl'<:ERS'S NAME AND IDENTIFICATIOO IN SUCI-I A POSITIOO T!-IAT TI-IEY CAN eE IDENTIFIED WIT!-IOUT BEING, REMOYEP Fl'iOI I Tl-IE SYSTEM. LOCATOR TAPE <ALL ~SSURE MAINS AND Dll'<ECT BURIAL Wli.£5) ALL F'1'<ESSUl'<:E FIFE 51-!ALL I-IAYE A COOTINUOUS PUl'<F'LE-COLofl<:ED Tf<f::NC!-1 WARNING, METALLIC TAPE PLACED 12' DIRECTLY A60YE Tl-IE BURIED FIFE, INST ALL A SECCND I-IARNINC:s TAPE COOTINUOUSL Y 00 TOP OF FIFE SECUi.£D WITI-I PLASTIC TAPE FASTENERS 6ANDED AROUND Tl-IE FIFE AT NO MORE TI-IAN!;' APART>. ALL DIRECT eLIRIAL WIRES &!-!ALL BE MAl'<KED WITI-I A COOTINUOUS l'<ED-COLOl'<ED Tf<f::NCI-I MAl'<KER PLASTIC TAPE PLACED SIX INCI-IES (6") eELOW FINIS!-IED GRADE DIRECTLY ABOVE Tl-IE BURIED Wlfl<:ES. MAl'<KER TAPE S!-IALL eE 'ALLEN MARKING, TAPE,' OR 'ALAl'<MATAFE" AS MANUFACTURED 6Y PAUL POTTER WARNING, TAPE, INC., OR APPROVED EQUAL. TAPE 51-!ALL BE TI-IREE INCi-iE& (3' > WIDE. CI-IECK VALVES CI-IECK VALVES &!-!ALL eE OF F'VC, eRASS OR BRONZE, VERTICAL SPRING& LOADED AND SWING, CI-IECK. SAND ENCASEMENT SAND ENCASEMENT FOR ALL IRRIGIATIOO FIFE, DIRECT eLIRIAL COOTROL WIRE AND ELECTRICAL CCNDUIT 51-!ALL SE F'LASTER OR MO!'!TAl't SAND WITI-I A MINIMUM SAND EQUIYALENCY OF !;IZ)_ eoo&TER FUHF STATIOO (IF REQUIRED! Tl-IE CONTRACTOR 51-!ALL COOSTRJCT 6005TER FUHF STATION, ON COOCRETE FAD WIT!-! PANELS, WEATI-IERFl<OOF !-IOUSINC:s, BY-FASS VALVE, ~&SURE GAIIC,E"', !!WITCI-IES, DELAY-START !',£LAYS, STARTERS, 1-!IGil-l VOLT AGE I-IIRINC:s, AND RELATED EQUIPMENT AS REQUIRED. Tl-IE COOTRACTOR &!-!ALL MAKE FINAL I-IOOKLIF AFTER ASSEMeL Y IS COMPLETED. PROVIDE SI-IOF DRAI-IINC:s PRIOR TO INSTALLATION FOR AFFROYAL. MISCELLANEOUS ALL OTI-IER MATERIALS NOT SFl:CIFICALL y DESCRIBED BUT !',£QUIRED FOR A COMPLETE AND PROPER IRRIGIATIOO SYSTEM INSTALLATIOO, &!-!ALL eE NEI-I, FIRST-QUALITY OF TI-IEIR RESPECTIVE KINDS, AND SUBJECT TO Tl-IE APPROVAL OF Tl-IE LANDSCAPE ARCI-IITECT. FAM 3 -EXECUTIOO INSFECTIOO PRIOR TO ALL WORK OF T!-115 SECTION, Tl-IE CONTRACTOR S!-IALL CAl<EFULL Y INSPECT Tl-IE SITE TO VERIFY TI-IAT WON< MAY BEG.IN. Tl-IE COOTRACTOR 51-!ALL CI-IECK Tl-IE INSTALLED I-IORK OF ALL OTI-IER TRADES AND VERIFY TI-IAT ALL SUCI-I WO!iiK IS COMPLETE TO Tl-IE POINT WI-IEi.£ TI-IIS INSTALLATION MAY I ROI E.-<LY COMMENCE. ALL I-IOloK 00 Tl-IE IRRIGIATIOO SYSTEM, INCLUDING, I-IYDl<05TATIC AND COYERAG.E TESTS, ~LIMINAF<Y OPERATIOOAL TESTS OF Tl-IE AUTOMATIC CONTROL SYSTEM, AND Tl-IE BACKFILL AND DENSIFICATION OF TRENCI-IES AND OTI-IER EXCAYATIOOS SI-IALL eE FEl'<F-O14J IED eEFORe: SOIL CCNDITIOOINC:s AND LEACI-IINC:s AND BEFORE PLANTING, ( EXCEPT FOR DRIP IRRIGIATIOO TUBING, FOR MULTI-OUTLET EMITTERS, WI-IICI-I &!-!ALL BE INSTALLED AT Tl-IE SAME TIME OR ll"t1EDIATEL Y AFTER PLANTING, ). LARGE SPECIMEN PLANTS MAY BE PLANTED BEFORE INSTALLING, Tl-IE IRRIGATIOO SYSTEM. Tl-IE COOTRACTOR SI-IALL VERIFY T!-IAT Tl-IE IRRIGATION SYSTEM MAY SE INSTALLED IN STRICT ACCORDANCE I-IITI-I PERTINENT CODES AND REGIULATIONS, Tl-IE ORIGINAL DESIGN, Tl-IE REFERENCED STANDARDS, AND Tl-IE MANUFACTUFIER'S RECOMMENDATIOOS. Tl-IE COOTRACTOR 51-!ALL CAREFULLY C!-IECK ALL GRADES TO SATISFY !-IIMSELF T!-IAT I-IE MAY SAFELY PROCEED BEl'Ol<E STARTING, WOloK 00 Tl-IE SPRINKLER IRRIGIATIOO SYSTEM. Tl-IE COOTRACTOR 51-!ALL CI-IECK EXISTING, UTILITIES DRAWINC:sS FOR EXISTING, UTILITY LOCATIOOS. EXERCISE E;.._ I f<f::ME CARE IN EXCAVATING, AND WOl'IKINC:s NEAR EXISTING, UTILITIES. Tl-IE COOTRACTOR S!-IALL eE i.£SFONSIBLE FOR DAMAGES TO UTILITIES WI-IICI-I Ai.£ CAUSED BY 1-115 OPERATIOOS OR NEGILECT. ALL SCALED DIMENSIOOS ARE APPROXIMATE. Tl-IE COOTRACTOR &!-!ALL CI-IECK AND VERIFY ALL SIZE DIMENSIOOS AND RECEIVE LANDSCAPE ARCI-IITECT'S APPROVAL PRIOR TO PROCEEDING, WITI-I Woi.K UNDER TI-IIS SECTIOO. DISCl'<:EFANCIES IN Tl-IE EYENT OF A DISCREPANCY, Tl-IE CONTRACTOR 51-!ALL IMMEDIATELY NOTIFY Tl-IE OI-INEl't OR LANDSCAPE ARCI-IITECT. DO NOT PROCEED WITI-I INSTALLATIOO IN AF,£AS OF DISCREPANCY UNTIL ALL SUCI-I DISCi.£FANCIES 1-!AYE BEEN FULLY RESOL YED. F!-IYSICAL LAYOUT AND OBSERVATION PRIOR TO INSTALLATIOO, Tl-IE ca.TRACTOR &!-!ALL STAKE OUT ALL ~SSUl'<:E SUPPLY LINES, ROUTING, AND LOCATION OF TUl'ii!' POF'-UF' SPRINKLER !-!EADS. ALL LAYOUT S!-IALL BE APPROVED 6Y Tl-IE LANDSCAPE ARCI-IITECT PRIOR TO INSTALLATIOO UNLESS OT!-!Ef'<YollSE DIRECTED. QUALIFICATIONS OF INSTALLERS PROVIDE AT LEAST OOE PERSON W!-IO 51-!ALL eE ~SENT AT ALL TIMES DURING, EXECUTIOO OF TI-IIS FOl'!TIOO OF Tl-IE Woi.K AND W!-IO SI-IALL eE T!-IOROUG,I-IL Y FAMILIAR WITI-I Tl-IE TYF'E OF MATERIALS BEING, INSTALLED AND Tl-IE MANUFACTURER'S RECOMMENDED MET!-IODS OF INSTALLATIOO AND W!-IO &!-!ALL Dll'<ECT ALL WO!iiK FEi.FORl'1ED UNDER TI-IIS SECTIOO. MANUFACTURERS'& DIRECTIOOS MANUFACTURER'S DIRECTIOOS AND DETAILED DRAWINC:sS &!-!ALL BE FOLLOI-IED IN ALL CASES WI-IEl'<:E Tl-IE MANUFACTUl'<:ERS OF AMICLES USED IN TI-IIS COOTRACT FURNl5H DIRECTIOOS COVERING, POINTS NOT &I-IOI-IN IN Tl-IE DRAI-IINC:sS AND SPECIFICATIOOS. FEl'<MISSIOO FOR WATER S!-IUTOFF PERMISSION TO S!-IUTOFF ANY EXISTING, IN-USE WATER LINE MUST eE OBTAINED 4& !-!OURS IN ADVANCE, IN WRITING, FROM Tl-IE OWNER. Tl-IE ca.TRACTOR S!-!ALL f<f::CEIVE INSTRUCTIOOS FROM Tl-IE OI-INER AS TO Tl-IE EXACT LENC:sTI-I OF TIME OF EAC!-1 51-!UTOFF. WATER SUFFLY--FOINT OF cONNECTIOO Tl-IE IRRIGIATIOO SYSTEM S!-IALL eE CONNECTED TO WATER SUPPLY POINTS OF CONNECTION A5 INDICATED 00 Tl-IE DRAI-IING,S. CONNECTIOOS S!-IALL eE MADE AT APPROXIMATE LOCATIONS AS S1-101+1 00 DRAI-IINC:sS. COOTRACTOR IS i.£SFONSIBLE FOR MINOR CI-IANC:sES CAUSED BY ACTUAL SITE CCNDITIOOS. ELECTRICAL SUPPLY ELECTRICAL CONNECTIOOS FOR Tl-IE AUTOMATIC COOTROLLER<S> &!-!ALL 6E MADE TO ELECTRICAL POINTS OF CONNECTIOO AS INDICATED 00 Tl-IE DRAI-IINGIS. CONNECTIOOS &!-!ALL eE MADE AT APPROXIMATE LOCATIONS AS S!-IOWN 00 DRAI-IINC:sS. COOTRACTOR IS RESPOOSl6LE FOR MINOR CI-IANGIES CAUSED BY ACTUAL SITE CCNDITIONS. IP-5 HAS BUIL TH 4'4,?44',,' r': ~ ·1 9, $,(211 P.E. ,ZA17C. EXP xj(-?o,,., DATE REV!EwED BY, w~ L,l'@JL INSPECTOR !J,U-6'1 DATE 11,Z, VOLT WIRE S!-IALL eE FER LOCAL CODE AS TO TYPE AND QUALITY. Ca.DUil fsHml CITY OF CARLSBAD fSHITTSl I---+----+----------------+-----+---+---+----+ ~ ENGINEERING DEPARTMENT ~ ~="::::::::::::::::::::==============::::'....'.:::====; 1---+----+----------------r----+---+---+----+ IMPROVEMENT PLANS FOR: Ca.DUil S!-!ALL eE PVC ELECTRICAL Ca.DUil. I 'I ~ ~ LANDSCAPE 3916 Normol Strnt U ~ ARCHITECTURE Son llleqo, co 92103 llii. ""I Phooe, 16191 294-44TT .-: + PLANNING Fox, 16191 294-9965 ll\"I/S·lJUILT" KAWASAKI TIB.ACICER U!NO + AIIIOQATEB DA TE INITIAL ENGINEER Of WORK REVISION DESCRIPTION DA TE INITIAL OTHER APPROVAL DA TE INITIAL CITY APPROVAL ENCINA BASIN WATER RECLAMATION PROGRAM, PHASE II lWIN D RECYCLED WATER PUMP STATION IRRIGATION SPEOFICA TIONS APPRO~ @ WILLIAM E. PLUMMER #d/4,;., 'Z'-) -:1•a:z 1-"7.7_,,,~ DEPUTY CITY ENGINEER PE 28176 EXP. 03-31-06 DATE ' OWN BY: OM I CHKD BY: SG RVWD BY: KC . PROJECT NO. 3889 I DRAWING NO. 409-6B 041504 C Q. w :e T C') u w ~ 0 ~ I --"' w 0 -"' 0:, U) 0 < I + :::, en I;;: m Tl'<ENCHING EXCAVATION el-!ALL 6E OPEN VERTICAi. cONST!'ilLICTION SI.FFICIENTL T ,-IIDE TO PROVIDE Ff<EE ,-IOl'i!KING SPACE Al'WUND THE ~ INSTALLED AND TO PROVIDE AMPLE SPACE FOR ~ILLING AND COMPACTING. Tl'<ENCHES FOR PIPE el-!AI.L 6E CIJT TO REQUIRED GRADE LINES, AND Tl'<ENCH 60TTOM el-!AI.L 6E COMPACTED TO PROVIDE AN ACCURATE GRADE AND UNI~ eEARING FOfl;? THE RJLL LENC:sTH OF THE LINE. "'I-IEN T,-IQ OR MORE PIPELINES ARE INSTALLED IN THE SAME Tl'<ENCH, THET el-!AI.L 6E SEPARATED 6Y A MINIMUM HORIZONTAi. CLEAR DISTANCE OF 2 INCHES AND THEY SHALL eE INSTALLED SO THAT EACH PIPELINE, VALVE, OR OTHER PIPELINE COMPONENT MAY 6E SE~ICED OR REPLACED HITHOUT DISTUl'elNG THE OTHER. DEPTH OF TRENCHES SHALL 6E SI.FFICIENT TO PROVIDE A MINIMl.l"t COVER AeOVE THE TOP OF THE PIPE, AS FOLLOWS, I. 18 INCHES OVER NON-PRE~ LATERAL LINES. 2. 18 INCHES OVER l"RESSUI'<!: MAIN LINES LESS THAN 3' DIAMETER 3. 24 INCHES OYER PRESSURE MAIN LINES 3' -&-112' DIAMETER 4. 18 INCHES OVER SLEEVES FOR LATERAL Llr-ES UNDER PEDESTRIAN FAVINC:s. !:>. 18 INCHES OVER SLEEVES FOR MAIN LINES CROSSING UNDER PEDESTRIAN PAVING. 6. 3.z> INCHES OVER SLEEVES FOR MAIN LINEe> CROee.lNG UNDER VEHICULAA PAVING. Tl'<!:NCHING TI-IRC)l,IGH AREAS ,-!ERE TOPSOIL HAS 6EEN SPREAD, DEPOelT TOPSOIL ON ONE l!>IDE OF TRENCH AND SLJeSOIL ON OPl"Ol!>ITE SIDE. 6ACKFII.LING 6ACKFILL MATERIAi. SHALL 6E APPROVED SOIL. UNSUITA61.E MATERIAL, INCLIJDING CLODS AND ROCKS OVER 2-1/2 INCH IN SIZE, SHALL 6E REMOVED FRO! I THL I F<EIIISES AND DISPOSED OF LEGALLY AT NO coeT TO OWNER PIPE el-!AI.L 6E 6EDDED IN AT LEAST 2 INCHES OF FINE!. Y DIVIDED MATERIAi. TO PROVIDE A Fl~, UNI~ eEARING. AFTER LAYING, THE PIPE el-!ALL eE SURROUNDED HITH ADDITIONAL FINELY DIVIDED MATERIAi. TO AT LEAST 2 INCHES OVER THE TOP OF THE PIPE. Tl'<!:NCH 6ACKFILL, SlfflCIENT TO ANCHOR THE PIPE, MAY 6E DEPOSITED 6EFORE THE PIPELINE Pl<!:e>SURE TESTING, EXCEPT THAT JOINTS el-!AI.L REMAIN EXPOSED UNTIL SATISFACTORY COMPLETION OF TESTING. ALL 6ACKFILL ING SHALi. 6E DONE CAREFUI.L Y AND el-!AI.L 6E MECHANICALLY COMPACTED TO A DRY DENSITY EQUAL TO ADJACENT UNDISTURel:D SOIL IN PLANTING AREAS. eACKFILL ,-!ILL ~ TO ADJACENT GRADEe> HITHOUT DIPS, Sll-KEN AREAS, HUMPS OR OTHER SURFACE IRREGULARITIES. FLOODING OF TRENCHES HILL 6E PE~ITTED ONI. Y l,,IITH APPROVAi. OF THE LANDSCAPE AACHITECT. SURPLUe SOIL REMAINING AFTER BACKFILLING SHALL 6E DISPOSED OF ON THE l'REMISES AS DIRECTED BY THE LANDSCAPE ARCI-IITECT. INSTALLATION OF POLYVINYL CHLORIDE PIPE EXERCISE CARE IN HANDLING, LOADING, UNLOADING, AND STORING PLASTIC FIFE AND FITTINGS UNDER COVER UNTIL READY TO INl!>TAI.L, TRANSPORT PLASTIC PIPE ONL T ON A VEHICLE ,-IITH A BED LOl'-k:, ENOUGH TO Al.LOI-I THE PIPE TO LAY FLAT TO AVOID UNDUE BENDING AND CONCENTRATED EXTEl<NAI. LOAD. CAl'<!:RJLLY INSPECT ALL PIPE AND FITTINGS BEFORE INSTALLATION, REMOVING ALL DIRT, SCALE, AND 6URRS AND REAMING AS REQUIRED• INSTALL ALL PIPE ,-IITH ALL MAF<l<.INGS UP FOR VISUAi. INSPECTION AND VERIFICATION. REPAIR ALL DENTED AND DAMAGED PIPE 6Y CUTTING OUT Tl-IE DENTED OR DAMAGED SECTION AND REJOINING l,,IITH A COUPLING. ALL FVC PIPE SHALL LAY FREE IN THE Tl'<!:NCH HITI-! NO INDUCED STRAIN AND ,-IITH SlFFICIENT AI.LOI-IANCE FOR EXPANSION AND cONTRACTION AS RECOMMENDED BY THE MANUFACTURER. ROUTING IS DIAGRAMMATIC AND SHALL 6E INSTALLED IN SUCI-! A MANNER AS TO Cot-FQ!;IM ,-IITH DETAILS PER PLANS. SOLVENT Sl-!ALL 6E APPLIED TO PIPE ENDe> IN SUCH A MANNER Tl-!AT NO MATERIAL IS DEPOSITED ON THE INTERIOR SURFACE OF THE PIPE OR EXTRUDED INTO THE INTERIOR OF THE PIPE DURING JOINTING, EXCESS CEMENT ON THE EXTERIOR OF THE JOINT Sl-!AI.L 6E WIPED CLEAN IMMEDIATELY AFTER ASSEM6L Y. IN JOINING, USE ONI. Y THE MANUFACTURER'e> SPECIFIED SOL VENT AND MAKE ALL JOINTe> IN e>TRICT ~ANCE WITI-I Tl-IE MANU=ACTURER'5 RECOMMENDED METl-!ODSt GIVE SOLVENT l,,IELDS AT I.EAST I& MINUTES SETUP TIME 6EFORE MOVING AND HANDLING AND 24 HOURS CIJRING TIME 6EFORE FILLING WITI-I NATER. Tl-!READED PIPE JOINTS 51-!AI.L 6E MADE IJelNG TEFLON TAPE OR OTl-!ER APPROVED JOINTING MATERIAi. ( INCLUDING THREADED ,-,A~EX' FITTINGS). SOLVENT el-!AI.L NOT 6E USED HITI-! Tl-!READED JOINTS. PIPE 51-!ALL eE PROTECTED FROI I TOOL DAMAGE DURING A5SE116L Y. VISES Sl-!ALL 1-!AVE PLEATED JA,-16. STRAP Wl'<!:NCHES Sl-!AI.L 6E USED FOR IN5TAI.LATION OF FITTINGe AND NIPPLE5. FOR PLASTIC-TO-STEEL CONNECTIONS,~ Tl-IE STEEL CONNECTIONS FIRST• USE A NON-1-!ARD!:NING NCN-LEAD BASE PIPE DOPE ON ALL THREADED PLASTIC-TO-STEEL CONNECTIONS AND USE ONI. Y LIGl-!T WRENCI-! PRESSURE. ALL PLASTIC-TO-STEEL CONNECTION$ 51-!AI.L 6E MADE WITI-! PLASTIC MALE ADAPTERS. PROVIDE EACH ASSEM6L Y WITI-! ITS OWN OUTLET FROM THE IRRIGATION MAIN. (NO MULTIPLE ASSEMBLIES.) l"YC PIPE INSTALLATION UNDER EXl5TING PAVEMENT PIPING TO 6E INSTALi.ED UNDER EXISTING PAVEMENT MAY 6E INSTALLED BY JACKING, BORINC:s, CUTTING AND PATCHING, OR 1-!YDRAULIC DRIVING. 1-!YDRAULIC DRIVING WILL NOT 6E PE~ITTED LJ-IDEl'I !>9Pl-!AI. TIC CONc:RETE PAVEMENT. WHERE CIJTTING OR el'IEAKING OF EXISTING PAVEMENT IS NECESSARY, 5ECUI'<!: PE~ISSION FRO! I THE LANDSCAPE ARCl-!ITECT 6EFORE CUTTING OR BREAKING THE PAVEMENT AND Tl-!EN MAKE ALL NECESSARY REPAIRS AND REPLACEMENTS TO THE AFFRO,AI. OF THE LANDSCAPE ARCl-!ITECT AND AT NO ADDITIONAL COST. ,,ffl/AQT INCO"PO"ATED 3502 Univ-'ty Ava. • R'-n1id11. Cl\.. 92501 • 909-SM-8900 PIPE INSTALLATION UNDER PROPOeED PAVING TRENCHES LOCATED UNDER AREAS WHERE PAVING, ASPl-!AI. TIC cONCRETE OR CONCRETE, l,,IILL 6E IN5TALLED SHALL 6E 6Act<J=ILLED WITI-! SAND (A LAYER SIX (6) INCl-!ES eELOl,,I Tl-IE PIPE AND Tl-!l'<!:E (3) INCI-IES A60VE THE PIPEJ AND COMPACTED IN LAYERS TO ~ PERCENT COMPACTION, IJelNG MANUAi. OR MECHANICAL TAMPINC:s DEVICES. TRENCHES FOR PIPING 51-!AI.L 6E COMPACTED TO EQUAi. COMPACTION OF THE EXISTING ADJACENT UNDle>TUReED SOIL AND Sl-!ALL eE LEFT IN A Fl~ l.NYIELDING CONDITION. ALL Tl'<!:NCHES el-!AI.L 6E LEFT FLUel-! WITI-! THE ADJOINING GRADE. THE IRRIGATION CONTRACTOR Sl-!AI.L SET IN PLACE, CAP AND PRESSURE TE5T ALL PIPING UNDER PAVING PRIOR TO THE PAVING WOl'i!K. ALL PLASTIC l"RESSUI'<!: PIPE UNDER PAVEMENT SHALi. 6E IN5TAI.LED IN A FVC SLEEVE. cONCl'<!:TE Tl-!RUST BLOCKe ALL l"RE5SURE PIPE 4" AND LARrsER, POLYVINYL Cl-!LORIDE OR ASeESTOS CEMENT, Sl-!AI.L HAVE THE CORREC:T SIZED CONCl'IETE THRJST BLOCK INSTALLED AT EVERY AeRJPT Cl-!ANGE OF ALIGNMENT* AT GATE VALVES, AT TEES, EL60W5 AND CROSSES, AND AT ENDS OF PIPE RUNS• OR WHEREVER THE FIELD ENGINEER DEEMS ONE TO 6E NECESSARY. THRJST BLOCKe ARE TO 6E INSTALLED AS PER DETAIL DRAWINGe. AUTOMATIC CONTROLLER LOCATION AND INSTALLATION THE CONTROLLER LOCATION IS DIAGRAMMATIC AND Sl-!AI.L 6E SPECIFICAI.L Y LOCATED BT Tl-IE OWNER OR LANDSCAPE ARCl-!ITECT. MAKE ALL ELECTRICAi. CONNECTIONS INSIDE cONTROLLER CABINET. cONTROLLER Sl-!AI.L eE ~ED AT FOl,,IER SUl"l"L Y SY ~ WIRE. ALL LOCAL AND APPLICAeLE CODES SHALL TAKE PRECEDENCE IN Tl-IE RJl'o!NISl-!ING AND/OR CCNNECTION OF 12.z>-VOL T ELECTRICAL 5E~ICES TO Tl-IE CONTROLLER. IN MULTIPLE CONTROLLER INSTAI.LATIONe, ENCLOSURES Sl-!AI.L BE SIZED ACCORDINGLY. NO 11.z>-VOL T l,,IIRE RUNS Sl-!AI.L PASS FROI I cONTROLLER CA61NET TO CA61NET. EACI-! cONTROLI.ER Sl-!AI.L 1-!AVE A 5EPARATE ELECTRICAi. SE~ICE. I.Ol,,I VOi. T AGE cONTROL WIRING l,,llf'IING Sl-!AI.L OCCUPY THE SAME Tl'IENCH AND Sl-!AI.L BE INST Al.I.ED AI.Ol'-k:, Tl-IE SAME l'!OIJTE AS l"RESSUI'<!: SUl"l"L Y LINES WHEREYER POSSIBLE. WHERE MORE THAN ONE WIRE 15 PLACED IN A TRENCI-!, THE Wll'IING Sl-!AI.L BE TAPED TOGETl-!ER AT INTE~ALS OF TEN (l.z>J FEET. AT LEAST 2 FEET OF SLACK (4 FOOT MINIMUM EXPANelON LOOPJ Sl-!AI.L 6E LEFT AT EACH SPLICE AND POINT OF CONNECTION IN FULL eoXES AND VALVE 60XES. cONTROL WIREe> Sl-!ALL 6E LAID L005EL Y IN TRENCI-! WITHOUT STRESS OR STRETCl-!INu. FIELD SPLICES 6ETWEEN THE AUTOMATIC CONTROLLER AND ELECTl'IICAL CONTROL VAi.YES WILL NOT 6E AI.LOl,,IED WITHOUT Pl'IIOR APPROVAL OF THE LANDSCAPE ARCl-!ITECT ALL cONTROL WIREe> Sl-!ALL BE e>OLID COFFER, E,= VOLT, TYPE lF, ~ING TO THE DRAWINue, AND THE FOLLOWING WI!'<!: COLORS AND INSTALLATION REQUIREMENT$, I. NEUTRAL Wll'IES, WHITE ("12 Al,,la,), DO NOT INTERCONNECT NEUTRAL WIRES eETWEEN CONTROLLERS. 2. SPARE WIRES, 1WO (2) RED ("1-4 Al,,la,) FROl-t FURTHEST VAi.VE OR MANIFOLD TO EACI-! CONTROLLER WIRE CONNECTIONS NEUTRAL, PILOT AND SPARE WIRES Sl-!ALL 6E INSTALLED WITI-! A 2'-<Z>' COILED EXCESS WIRE LENuTH AT EACH END ENCLOSURE. EACH AND EVERY l,,IIRE SPLICE Sl-!AI.L 6E 50!.DERED TOGETHER (IJelNG f><Z>-4" SOLDERJ, Tl-!EN ENCASED IN Tl-IE WATERPROOF EPOXY OF THE 'SCOTCl-!-PAC' OR 'PEN-TITE' CONNECTORS AS Sl-!OWN ON STANDARD DRAWING I-I&, WIRE SPLICES Sl-!ALL 6E MADE ONI. Y IN VAi.VE OR FULL 60XES. WIRE 6UNDLES EACI-! INDIVIDUAi. CONTROLLER CLOCK'S CONTROL l,,IIRES Sl-!ALL 6E BUNDLED AND TAPED TOGETHER SEPARATELY FROM OTl-!ER cONTROLLER'S WIRE5 WITI-! COLORED TAPE AT INTE~Al.5 NOT EXCEEDING l.z>'-<Z>'. cONTROLLER IDENTIFICATION TAPE COLORS Sl-!AI.L 6E AS FOLLOWS (USE AS MANY AS NECEee.ARY J, cONTROLLER 'A' 'B' ·c· "D" "E' "F' TESTING-WIRING TAPE COLOR BLACK RED j,111-ilTE BLIJE GREEN YELLOl,,I ALL WIRING Sl-!AI.L BE TESTED FOR cONTINUITY, OPEN CIRCUITS AND l.NINTENTIONAL GROUND5 PRIOR TO CONNECTING, TO EQUIPMENT. THE MINIM.JM INeul.ATION RESISTANCE TO~ Sl-!ALL eE FIFTY (5.z>) MEGOHM5. ANY WIRING NOT MEETING Tl-!IS REQUIREMENT Sl-!AI.L BE REPLACED, AT THE CONTRACTOR'S EXPEN5E. ALL WIRES IN FULL 60XES Sl-!AI.L eE LOOSE AND SHALL NOT COME WITl-!IN TI-IREE INCHE5 (3') FROM LID. 60XES Sl-!ALL BE e>IZED ACCORDINGLY TO ACCOMMODATE Tl-!IS REQUIREMENT. VAi.VE eoxes INSTALL VAi.VE 60XES AS SHOWN ON DETAIL. INSTALL NO MORE Tl-!AN ONE VAL VE PER eox. VALVE 60XES Sl-!ALL BE LOCATED IN ACCESSIBLE Al'<!:AS Wl-!ICH Al'<!: NOT 1-!IGol-!L Y VISIBLE. THE TOP eui.FACE SHALL BE 2' ABOVE GRADE IN ~ COVER AREAS, FLuel-! WITI-! GRADE IN LAHN AREAS, AND FLUSI-! l,,IITH AeUTTING FIXED IMl"ROYEMENTS SUCI-! AS WAI.Ke AND PAYINC:s. (AVOID LOCATING VAi.VE 60XES IN LAHN OR ABUTTING FIXED IMPROVEMENTS l,,IHERE FEASIBLE.) VALVE eox LOCATIONS SHALL 6E APPROVED BY THE LANDSCAPE ARCl-!ITECT PRIOR TO INe>TAI.LATION. C:sl.OeE VALVES -5TRAIGl-!T VALVES -GATE VALVEe> -BALL VALVES INSTALL VALVES AT APPROXIMATE LOCATION SHOWN ON PLANS AND PER DETAILS. LOCATE VALVES IN GROl.ND COVER AREAS WHERE FEASIBLE. QUICK COUPL INC:, V Al. VES QUICK COUPLINC:s VAi. VES Sl-!AI.L 6E SET APPROXIMATEL T Zl' FROI 1 WAI.Ke, cu,-ee,, HEADERS, OR PAVED AREAS "'I-IE!'<!: FEASIBLE AND PER DETAIL DRAWINGS. LOCATE QUICK COUPLING VALVES IN GROUND COVER AREAS WHERE FEASIBLE. AVOID LOCATING QUICK COUPLING VALVES IN LAHN "'I-IERE FEASl6LE. QUICK COUPLINC:s VALVES LOCATED IN LAHN Sl-!AI.L HAVE VINYL COVERS. QUICK COUPLINC:s VALVES IN LAHN AREAS Sl-!AI.L 6E 5ET TO GRADE. QUICK COUPLING VALVES IN Sl-!RUB Al'<!:AS el-!AI.L 6E SET 3" A60VE GRADE. CLOSE NIPPLEe> el-!ALL NOT eE IJSED. REMOTE cONTROL VALVES INSTALL REMOTE cONTROL VALVES AT APPROXIMATE LOCATION AS SHOWN ON THE PLANS AND PER DETAIL$. LOCATE REMOTE cONTROL VAI.VEe> IN~ COVER "'I-IERE FEASIBLE (5EE VAi.VE 60XES ABOVE!. ELECTRIC REMOTE cONTROL VALVES Sl-!AI.L 1-!AVE MAl'IJAL FLOl,,I ADJIJeTMENT. INSTALL ONE VAi.VE PER VAi.VE eox. NO SPLICING Sl-!AI.L BE MADE OUTSIDE OF THE VAi.VE eox EXCEPT Tl-!AT MADE IN A FULL eox. CLOSE NIPPLES Sl-!AI.L NOT BE USED. SPARE WIRES TE~INATING IN VAi.VE 60XES Sl-!AI.L 1-!AVE THEIR ENDS INSULATED, THE SAME AS FOR A SPLICE. 6ACKFLOl,,I PREVENTER& BACKFLOl,,I PREVENTER& WILL 6E IN5TAI.LED PER PLANe> AND DETAILS. ALL 6ACKFLOl,,I PREVENTER& Sl-!AI.L BE IN5TAI.LED PER AGENCT REQUIIEI IENTS. SPRIM<l.ER HEADS INe>TAI.L THE SPRIM<l.El'I HEADS AS DESIGNATED ON THE DRAWINGe. SPRINKLER HEADS TO 6E INSTALLED IN Tl-!IS WOF<l<. SHALL 6E EQUIVALENT IN ALL RESPECTS TO Tl-!OSE ITEMIZED. SPACING OF HEADS Sl-!AI.I. NOT EXCEED THE MAXIMUM INDICATED ON THE DRAWINGS. IN NO CASE Sl-!ALL THE SPACING EXCEED THE MAXIMUM RECOMMENDED BY Tl-IE MANlFACTURER RISER NIPPLES FOR ALL SPRINKLER HEADS Sl-!ALL BE THE SAME e>IZE AS THE RISEl'I OPENINC:s IN Tl-IE SPRINKLEl'I BODY. CHECK VALVES CI-IECK VALVE$ Sl-!ALL BE INSTALLED 1,,11-!ERE INDICATED ON DRAWINGS. IF THE CONTRACTOR FINDS ADDITIONAL CHECK VALVES ARE l'IEQUll'<!:D TO PREVENT 1-!YDROSTATIC l'IUN-OFF, HE Sl-!AI.L IMMEDIATELY NOTIFY THE LANDSCAPE ARCl-!ITECT FOR APPROVAi. OF ADDITIONAi. Cl-!ECK VALVES. ANTI-DRAIN VAi.VE AN ANTI-DRAIN/EXCESS-FLOl,,I VALVE Sl-!ALL BE INSTALLED UNDER EACH LOl,,I-DRAINING SPRINKLER HEAD Wl-!ICI-! IS NOT EQUIPPED WITI-! AN INTEl'o!NAI. CHECK VAi.VE. FUMP l,,IHERE REQUIRED, FUMPS Sl-!ALL 6E INSTALLED PER 1-!YDRAULIC REQUIREMENTS AS 5PECIFIED ON Tl-IE PLAN. cONTRACTOR l,,IILL BE REQUIRED TO SUBMIT Sl-!OP DRAWINGe FOR APPROVAL OF INSTALLATION PER AGENCY REQUll<LI IENTS. FU'1I" DETAILS, IF ANY, ARE FOR cONTRACTOR'5 CONVENIENCE. HEAD-LOC WHEN SPECIFIED, "HEAD-LOC' 6Y KINGS BROS., INC., OR APPROVED EQUAi., ANTI-VANDALISM APPARATIJe Sl-!ALL BE INSTALLED AT EACI-! IRRIGATION HEAD. MOISTURE SENSORS WHEN MOle>TURE SENSORe ARE SPECIFIED, INSTALL ONE 'CAI.SENSE" MOISTURE SEN50R FOR EVERY FOUi'! VALVES. FOR INSTALLATION, PLACEMENT OF MOl5TURE SENSORS AND FURCl-!ASE lt-FOl'IMATION, cONTACT, CAI.SENSE 212'15 CORTE DEL NOGAI., SUITE J CARL&eAD, CAI.IFOl'<NIA ~=':I (i,l';l) 43&-0525 MISCELLANEOUS INST ALL MISCELLANEOUS CONTROL DEVICES SUCH AS MOle>TURE SENSORS, FLOW cONTROLS, l"RESSURE REOOLATORS, STRAINERS AND DRIP IRRIGATION cONTROL ASSEMBLIES AS SHOWN ON PLANS AND PEI'! DETAILS. oeSE~ATION CONTRACTOR Sl-!ALL eE RESPONSIBLE FOR NOTIFYING THE LANDSCAPE ARCI-IITECT IN ADVANCE FOR THE oeSE~ATION MEETINGe. REFER TO PART !--GENERAL FOR oeSE~ATION SCHEDULE. TESTINC:s MAKE ALL NECESSARY PROVISIONS FOR TI-IOROlJGI-U_ Y BLEEDINC:s THE LINE OF AIR AND DEBRIS. BEFORE TESTING, FILL THE LINE WITH WATER FOR A PERIOD OF AT LEAST 24 1-!0URS. AFTER VALVES 1-!AVE eEEN INSTALLED, TEST ALL PRE5SURE NATER LINEe> FOR LEAKS AT A l"RESSUI'<!: OF 125 PSI FOR A PERIOD OF FOUR HOURS, WITI-I ALL COUPLINGe EXP05ED AND WITI-! ALL PIPE SECTIONS CENTER LOADED. FU~ISI-! ALL NECESSARY TESTING EQUIPMENT AND PERSONNEL. UJl'll'IE.::T ALL LEAKS AND RETEST UNTIL ACCEPTANCE 6Y THE OWNER DO NOT AI.LOl,,I OR CAUSE ANT OF THE ~ OF Tl-!15 SECTION TO 6E COVERED BT OR ENCL05ED UNTIL IT HAS 6EEN 065ERVED, TESTED AND APPROVED BY THE OMsER AND LANDSCAPE ARCHITECT. FLUSl-!ING BEFORE 6ACKFILLINC:s Tl-IE MAIN LINE, AND HITI-! ALL cONTROL VAL VEe IN PLACE BUT BEFORE LATERAL PIPES ARE CONNECTED, COMPLETELY FLuel-! AND TEST THE MAIN LINE AND REPAll'I ALL LEAKS. FLuel-! OUT EACI-! SECTION OF LATERAL PIPE BEFORE SPRINKLER HEAD5 ARE ATTACHED. ADJLieTMENT OF THE SYSTEM THE CONTRACTOR SHALL ADJUST ALL SPRINKI.ER HEADS FOR OPTIMUM f"ERFO!i!J IANCE AND TO l"REVENT OVER&! AAY ONTO WALKS, ROADWAYS, AUTOM061LES, WIND01,,15 AND BUILDINGe AS MUCI-! AS POeSIBLE. IF IT IS DETE~INED Tl-!AT ADJU5TMENT5 IN THE IRRIGATION EQUIPMENT WILL PROVIDE FROI E,-,. AND MORE ADEQUATE COVERAGE, THE cONTRACTOR SHALL MAKE SUCI-! ADJUSTMENTS PRIOR TO PLANTINC:s. ADJUSTMENTS MAY Al.SO INCLUDE CHANGE:5 IN NOZZLE SIZES AND DEGREES OF ARC AS REQUIRED. LOl,,IERING RAISED SPRINKLER HEADS BY THE cONTRACTOR Sl-!AI.L eE ACCOMPLleHED WITHIN TEN (l<Z)) DAYe AFTEl'I NOTIFICATION eY OWNER. ALL SPRINKLER HEADS Sl-!AI.L 6E SET FERPENDICULAA TO FINleHED GRADES UNLESS OTHEl'l,-IISE DESIGNATED ON THE PLANS. REMOTE cONTROL VALVES Sl-!AI.L BE ADJIJeTED SO Tl-!AT Tl-IE MOST REMOTE SPRINKLEl'I HEADS OPERATE AT THE PRESSURE RECOMMENDED BY THE HEAD MANlFACTURER REMOTE cONTROL VALVES Sl-!ALL eE ADJUSTED SO Tl-!AT A I.NI~ DISTRl6UTION OF NATER 15 APPLIED BY THE SPRINKLER HEADS TO THE PLANTING AREAS FOR EACH INDIVIDUAi. VAi.VE SYSTEM. FINAi. oeSE~ATION PRIOR TO ACCEPTANCE Tl-!OROUGl-!L Y CLEAN, ADJU5T AND BALANCE ALL SYSTEMS. Tl-IE cONTRACTOR Sl-!AI.L OPERATE EACH SYSTEM IN IT5 ENTIRETY FOR Tl-IE LANDSCAPE ARCl-!ITECT AT TIME OF FINAi. oeSE~ATION. ANY ITEMS DEEMED NOT ACCEPT A6LE BY Tl-IE LANDSCAPE ARCl-!ITECT Sl-!AI.L BE REl,,IOF<l<.ED TO THE COMPLETE SATISFACTION OF THE LANDSCAPE ARCl-!ITECT. THE CONTRACTOR Sl-!AI.L Sl-!Ol,,I EVIDENCE TO Tl-IE LANDSCAPE ARCl-!ITECT THAT THE Ola!NER 1-!AS RECEIVED ALL ACCESSORIES, CHAl'ITS, l'IECORD DRAWINGe, AND EQUIPMENT A5 REQUIRED 6EFORE FINAi. ACCEPTANCE CAN OCCUR COMPLETION I. ACCEPTANCE, WITl-!IN l<Z> DAYS OF THE cONTRACTOR'S NOTIFICATION Tl-!AT Tl-IE INSTALLATION IS COMPLETE, THE OWNER AND REQUll'<!:D AGENCIEl!> WILL INl!>PECT Tl-IE INSTALLATION AND IF FINAL ACCEPTANCE 15 NOT c;.IVEN, WILL PREPARE A 'PUNCI-! Ll5T' 1,,11-!ICI-!, UPON COMPLETION BY Tl-IE cONTRACTOR, WILL 51GNIFY FINAL ACCEPTANCE BY THE OWNER, Tl-lie> FINAi. ACCEPTANCE WILL 6E IN l,,IRITINC:s FRO!·! THE OWNER. NO ALLOl,,IANCE FOR DEVIATION FRO! I Tl-IE PLANS OR 5PECIFICATIONe WILL BE ALLOl,,IED. 2. AUTHORITY, THE OWNER OR LANDSCAPE ARCl-!ITECT Sl-!AI.L 1-!AVE THE FINAi. AUTHORITY ON ALL ITEM$ OF THE PROJECT. 3. CLEAN-UP, CLEAN-UP Sl-!AI.L 6E MADE AS EACH PORTION OF WOF<l<. PROGRESSES, RERJSE AND EXCEee DIRT Sl-!ALI. 6E REMOVED FROM THE e>ITE, ALL WALKS AND PAVINu Sl-!AI.L 6E 6ROOMED OR WASHED DOWN, AND ANY DAMAGE SUSTAINED ON THE WOl'i!K OF OTl-!ERS SHALL eE REPAIRED TO ORIGINAL CONDITIONe. AT FREQUENT INTE~ALS AND AT ALL TIMES WHEN DIRECTED BY THE OWNER, THE cONTRACTOR Sl-!AI.L REMOVE AND DISPOSE OF ACCIJMULATIONS OF RLl661SI-! AND DE6RIS OF ALL KINDe>. AT THE TIME OF COMPLETION, Tl-IE ENTIRE SITE Sl-!AI.L BE CLEARED OF TOOL5, EQUIPMENT, RU661SI-!, ETC., ALL OF WHICI-! Sl-!ALL 6E REMOVEP FROI I THE 51TE, AND THE ENTIRE PROJECT, INCLUDING SURROUNDINC:s I l'IEMl5ES, Sl-!AI.L 6E LEFT IN PROPER, CLEAN cONDITION READY FOR ACCEPTANCE. 4. MAINTENANCE, THE ENTIRE SPRINKI.ER IRRIGATION e>Y5TEM Sl-!ALL BE UNDER FULL AUTOMATIC OPERATION FOR A PERIOD OF 5EVEN (1! DAYe> PRIOR TO ANY PLANTING,. THE OWNER OR LANDSCAPE ARCl-!ITECT RESERVE THE RIGl-!T TO l,,IAIVE OR SHORTEN THE OPERATION PERIOD. • IP-6 "AS BUILT" -~?'16' P.E. 'ZJY7~ REVIEIJED BY, < ~tu -i 9-B-128 EXP '5•31-ZO,,,, DATE w~~ INSPECTOR ~ CITY OF CARLSBAD i5HillsJ 1----1----+------------------lt----+---+---+----t Ll±J ENGINEERING DEPARlMENT ~ ~--~--+-----------------11----+---+---+----f ;:_:IM=P:::RO:::=:VE~M~E:::NT~P:::LAN~~S::::::::FO:::R::::========"----'===::::::; ENCINA BASIN WATER RECLAMATION PROGRAM, PHASE II lWIN D RECYCLED WATER PUMP STATION IRRIGATION SPECIFICATIONS I 'I ~ ~ LANDSCAPE 3916 Norlllal Streel U ~ + ARCHITECTURE San Dleqo, ec, 92103 Phone, 16191 294-44 77 PLANNING r01, 16191 29-4-9965 /J\ "AS·f}t//lT" APPROVED z @ WILLIAM E. PLUMMER I Wf'½t,· , .,,,,...._... I--ZJ · ll4 DEPUTY CITY ENGINEER PE 28176 EXP. 03-31-06 DATE OWN BY: DM I PROJECT NO. I DRAWING NO. KAWAIAKI 1!aAQCBI 18«1 + A880ao\TE8 DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL ~~~ ~~: ;~ ~---3_8_8_9 ___ ,.L _4_0_9 __ 6_8~ / } C "-:e T (,,) G') u .. ~ "' 0 I .,:ii. --"' 0 -(,,) "' 0 01) co < + I :, 0) I-"' m I I I ( I \ X. 4D Q ------;: I I \ Kumcm ~TEWAUT I l (I' ( \ I I di" i8 ~m ---- , ♦ +: \ ♦ ♦ ♦ * ,t + ,+ + + + ♦ ♦ --- / ...../ INCOltPO_ltAT[tl Mi02 Univc:f'llil;y Ave. • Rivcniidc, CA. 12.501 • 909-6a4-6900 / / / 1 __ J) ____ 7 o I ~ _ --j f,2 Pl-lOc:oq, I /, ') GAi.. ,. o.c. _j A$ ARB LINE ~ . . . & GAL. 3' O.C. ~ --------.... CELL STATION FILL AREA liuA PET I GAL. le' o.c. 'D-1' ~51:RVOIR l.2S MC:! FAD E:LEV . .!184.IZ' (~CLAIMED) 0 48 hours B [ F QR [ excavation 1-(800)422-4133 CAil Underground Serl!ce Alert . . ~ . . . . . . ~ I I I I \ I \ \ \ \ -... . . ( 0 no-3" RESERVOIR 6.~ MG .... -, J 0 7_ --FROPERTY LINE PROJECT SITE 7 I I - I I _J "'""'""..____,I X \ SE REMOvED -TYF. / ' ,s & GAL. . . _..,,, LIM FER 3' o.c. NOTES, MAINTENANCE AJ,,L PLANTING AREAS J.o.llLL t31= LANDSCAFl=D, IRRIGATED AND HAINtAIN~D FER fl-IE ClfY Oi= CARl-.56AD'5 LANDSCAPE TECl-fNICAL HANUAI,.., I~~" EDITION (SEE J.o.lAfER CON5ERVAflON FLAN FOF<: l~l«:::iATION ~QUTREMcNT&). ALL REQUIRED LANDSCAPE AREA& SHALL SE MAINT A!NED FREE OF DEBRIS AND LITTER SY THE CITY OF CARL5SAD, ANO ALL PLANT MATERIAL SHALL BE MAINTAINED IN A HEALTHY GROJ.o.llNC:! CONDITION. DISEASED OR DEAD PLANT MATERIAL 51-lALL BE &ATl6FACTORIL Y TREATED OR ~PLACED. PROJECT DATA INTERIOR FACILITY FL,ANTINC; Afii!f;A!'J (INCLUDl=S Tl;MPORARY FADS), %QN.E ?,, ~g,% OF L,ANP!'JCAFI; ARl;AS TOTAL LANDSCAPE AREA (INCLUDES TEMPORARY PAD&J, EXISTINC:!, 119,111Zi 5.F. PROPOSED, 116,Sl!Zl S.F. FERCENTAC:iE OF SITE AS LANDSCAPE, EX15TINC:;, E,1.6% PROPOSED: E>e>.3% EXISTING PLANTING AREAS: EXlST!Nc::r PLANT MATERIAL& TO REMAIN AND BE PROTECTED, SUCH AS, eur NOT LIMITED TO: CARFOOROTU5 &PF., LIMONIUM 5PF., ACACIA 5PF •• EUCAJ,, 'rFTU5 &PF., 6CHIN!J5 ePF .• ETC. 11 AS BUILT" 4? I'd& 2 C:'~y-;ff.. LS-1 .9-(i,-,al? P.E. ,Z,8J?C EXP :J-:$1-?,,,_,,4' DATE I. SEE SHEET LS-2 FOR FLANT!Nc::r LEGEND ( DETAILS. REVIE~ED BY• 2. SEE SHEET LS-3 • LS--4 FOR PLANTING &FECIFICATION5. lPJ~ 4 / {?zt-e£ INSPECTOR ~ DATE lsiim7 CITY OF CARLSBAD I SHEETS I -----!-~+------------------!f---+--t----+----1 ~ ENGINEERING .DEPARTMENT 38 ~IMP::;:R:::O:::VE:;.':M::::E:::NT;:::::;;P;:LA::::NS;:;:~F:::O~R:::::::::=:::::::::::::::::::::::::=='..=====: ti/LT" DA 1E INITIAL DA 1E IN111AL ENGlNEER OF WORK REVISION DESCRIPTION OlHER APPROVAL . . . . . . DA 1E INl11AL CITY .1.l'l'ROVAL ENCINA BASIN WATER RECLAMATION PROGRAM, PHASE n TWIN D RECYCLED WAlER PUMP STATION PLANTING PLAN OWN SY: PM PROJECT NO. CHKD BY: SG "889 RVWD BY: l<C J . . .. I DRAWING NO. 409-68 a. a. I N -N 0 <( + :::, \, PLANT MATERIAL LEGEND ~AUT L ♦Ill 0 ACAL.ON @ AGAFl=T 0 A~LNE 0 LIN F.=111! 0 l'"HOCOO INCORPORATED 3602 Uni---ity Aw!. , RiV4!1rt1ide, CA. 92!501 • 909-984-6900 MIN. MIN. l90f AN~ N.♦1 IE i:GIIIICINN.♦IIE 1-elCiMT 8! I C.♦P 10 WJll:.6 PET.IJL ,._ ••• -•·-· _. - -.--·-........ •• • .. •.•• _-___ >-•• --: •• • •• •, ...... .----·,.-··-, -••• -·-.... ·.•.· ........ :.;_.··::-•• -:-·.-.· -·--•••• = .. ,--.;"'··.~:·-... -'-. ·.·.· .. ·:·~-.·~-----.-·· ..... ··.-·· .···.-.·.·· ... ·J-•.•;__-._.·"'---~: .--.. ----.-;.,_::_~:-._-"-·_:;"'•-:-.-:_ -•. :-'"·:_-.· ·----~ ... :-"".;, ....... _--..... ---.,_ ... -. ·=-.. --· ..... -· .. _._ .• -.. . ACACIA LONG.IFOLIA SYDNEY GOLDEN 1-lATTLE 24' eox AGAPANTl<U& AFRICAN.JS 'Fl=TEl'i! PAN' LILT Cl!= Tl-IE NILE I GAL. A"'9UTU& l.NEDO LIHONll.t1 Fl=REZII SEA LAVENDER Sc.AL. l"I-IOl"l"fll.t1 COOKIANLt1 'CREAM DELIGHT' HO..NTAIN FLAX S GAL. 8' 8' 18' 18' IS' IS' 18' 18' r-u. Tl-~ RJI..L AND euet-lT, GOOD CO!..OR. eueMIT PHOTOS FOR APPROVAL I-IEAL Tl-IT CLl.MPS, GOOD CO!..OR T"U.Tl-~RJI..L AND euet-lY TO~. GOOD COLOR I-IEAL Tl-IT CLL.t1P6, GOOD COLOR I-EAL Tl-IT CLl.MPS, GOOD COLOR Ace Ace Ace l:IQ1E, . ... __ -.,.---.. :•·:··-. -... ---·. -. -~-..... --... _.; .... '-,· -.-:"--·---·-.... _ -.-.-... -..... ·-: -. ,._ . ' IF MY EXISTm I--IARO~ OR LANO~ INOJCA-ra;:, ON Ti--E APFfiiOve;, Ft.ANS TO R=HAIN IS DA/'1A/iED OR REHOve;, DIRU:. DEMOLITION OR ca-15TRUCTION, IT Sl-1ALL BE REPAIRED OR REPLACED IN KIND /A/TT/--/ EQJIVALE.NT Sil= FS<I T1--li= Afl"!'a?l,1:D Ft.ANS. CRASSULA MUL TICAYA SECTION 0SI-IRUB FL.ANTING . . C CD 0 ® © @ @ G) &HR.IB ROOTBALL N.C.N. 2x I-IITI-I Cl!= l<IOOTBALL DIA. (HIN.) cu~ OR PAYING (I-II-ERE Al"PLICABLE) 2' (1-1!-IERE Al"PLICABLE) EXISTING. FINISH GRAPE AT &LOP.= (loll-ERE Al"PLICABLE) NE1-1 FINISH GAADE AT &LOP.= (loll-ERE Al"PLICABLE) @ 4' I-IIG!--11-lATEll!ING BE~ ALL All!O\.ND @ PLANT TABLETS (.3' BELOI-I GRADE) (@ DEPTH Cl!= ROOTBALL ® &• Ip 'f' r;fWI-IN (PLANT Pl=R &Pl:CS) @ PLANT PIT 1-1/ ll!Otlc:rll-lENED &IDES @ BACKFILL HIX (PUDDLE C SETTLE) NO SCALE 1,i, c~ss SLOPE DECOMPOSED GRANITE FAYING SECTION FLAT& CD @ G) I-EAL Tl-IT, GOOD COLOR B PLAN CD SET FINISH GRADE 2' BELOI-I TOP Cl!= PAYING @ CCNDITIONED SOIL @ PLANT TABLET (I' HIN. AHA,.~ ll!OOTS) © FINISH GRADE @ SE!= PLANTING PLAN AND LEGEND FOR &PACING @ EDGE Cl!= PAYING, CU!le, HOI-I CU!le OR eLIILDING G) 1/2 Tl-IE I-IIDTI-I Cl!= NOTE "S SECTION B GROUNDCOVER FL.ANTING <TRI.ANGULAR SF.ACING) 4" DEPTl--l COMPACTED ST A6ILIZED DECOMPOSED GRANITE •12 L6S/PER TON PLAN/9:CTION 6Y GAIL MATERIALS- "CALIFORNIA GOLD" INSTALL PER MANUF. RECOMMENDATIONS. ~&% MIN. COMPACTED SUeGRADE, 6" DEEP CONCRETE/ASPI--IAL T PAVING WIDTl--l VARIES -( 4' MIN.) REFER TO PLAN FINIS!-! GRADE-2" BELOW TOP OF D,G. PAVING WI 6Ai'<'.K MULCl--l FLUSl--l W/ D.G. SURFACE D .Gs. SI--IALL 6E FLUSl--l WITl--l TOP OF PAVING. ~LLED EDGE v2" RADIUS ALUMINUM EDGING W/STAKES • 4' O.C., NOTES: 1. TREAT TOP OF SUeGRADE AND FINISI--IED D.G. SURFACE WI AFFROVED SOIL STERILANT. INSTALL SOIL STERILANT PER MFG'S RECOMMENDATION. 2. D.G. SI--IALL eE DERIVED FROM Tl-IE CRUSI--IING AND SCREENING OF NATURALLY FRIABLE GRANITE • SI-IALL 1--!AVE A PERCENTAGE PASSING AS FOLLOWS, SIEVE ¾," NO 4 NO 8 NOl6 NO 3fZl NO SfZl NO 100 NO 2fZl0 PERCENT PASSING 100 es-~s 6&-80 SfZl-6fZl 3S-4S 2(2)-3(2) 10-20 &-I& FLUSH WITl--l TOP OF ADJACENT PAVING. EDGING TO 6E PEF<MALOC FROLINE, COLOR BRONZE, OR AFFROVED EQUAL. NOT TO SCALE NO SCALE LS-2 "AS BUILT" ¢,Z<~· <i::cz¾· ,_.,,-,.6~tJa P.E. '2617, EXP .'.3~.31-Zb/6 DATE REV!Ew'ED BY, CV.ttii ••• I ~ INSPECTOR ~ CITY OF CARLSBAD I SHEETS I 1-------1--+-------------------i----t---r------r----i ~ ENGINEERING DEPAR1MENT 38 1-----1--+-------------------t----t---t------t----t ~IM~P;,:R"'O:cVE~M:,:;ENT:=:,:P:e=LAN~S~F:cO:;:;R:=======~====; ENCINA BASIN WATER RECLAMATION PROGRAM, PHASE II lWIN D RECYCLED WATER PUMP STATION PLANTING LEGEND AND DETAILS 'I ~ ~ LANDSCAPE 3916 Normal street U I ARCHITECTURE Son Diogo, ca 92103 llr,., Phone, 16191 294-44 77 .-: + PLANNING Fax, l6191 294-9965 Ll/t.T" APPROVED . w WILLIAM E. PLUf.lMER 4--th.Ptr.,; ~ ~ , ••»•:r 1-22.-0+ DEPUTY CITY ENGINEER PE 28176 EXP. 03-31-06 DATE DWN BY: DM KAWAIIAKI TIEI.Aa<ER 1810 + AIIOCIA'IEI DA"TE INITIAL DA TE INITIAL DA TE INITIAL CHKD BY: SG PROJECT NO. 3889 I DRAWING NO. 409-6B ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: KC / C c,., =E &:' 0, C) I 0 .,::. -.... "' -c,., 0 "' 0 CD co < + a, ::, t;;: m (NOTE, C.MJ,.l.D. 5FECIFICATION5 TAl<E PRECEDENCE.) DECOMPOSED GRANITE FAM IGsENE~ I.I 1'<:EFERENCES THE RJBLICATION5 l.I5TED eEI.OW FOfl<M A PAM O!= T!-115 5FECIFICATION TO THE EXTENT 1"'EFE~CED. Tl-IE RJeLICATION5 Ai-£ 1"£FE~D TO IN THE TEXT 6Y Tl-IE 6ASIC DESIGNATION ONI. Y. AMEP'!ICAN SOCIETY FOf'! TESTING AND MATEP'!IAI.S (ASTM) ASTM C 111 (l~!!IE>> MATEP'!IAl.5 FINEP'! TI-IAN 1S MICP'!OMETEP'! (NO, 21Z>rZl) 5IEYE IN MINEP'!AI. AG,Gsp;£GsATE5 6Y I-IAe.l-llNG ASTM C 136 (1~~,11) 5IEYE ANAi. Y5I5 O!= FINE AND COAP"SE M I4:.~TES ASTM D 1S (1~1t f'! 1~~1) 5,llMFL.INGs AG,Gsp;£G,ATE5 ASTM D 4318 (2(1')(/)(/')) LIQUID I.IMIT, PLASTIC 1.IMIT AND PLASTICITY INDEX O!= 5011.5 A5TM E 11 (I~) WIRE-Cl.OT!-! 5IEYE5 FOP'! TESTING RJP'!POSE5 1,2 5U6MITTAI.S GsOYE1"!'1MENT Al I RUVAI. 15 i-£QUIRED FOP'! 5U6MITTAl.5 WITI-I A "GsA' DESIGsNATIONt 5U6MITT Al.5 I-IAVINGs AN 'FIO' DESIGNATION Ai-£ FOP'! li'FOf'!MATION ON!. Y. Tl-IE FOi.i.OWiNG 51-!AI.I. BE 5U6MITTED IN ACCOf'!DANCE WITI-I SECTION IZ'l3~ 5U6MITTAI. Ff'!OCEDURE5, 1.2 .I 5D-~ f'!EFOP'!TS DECOMPOSED Gf'!ANITEi FIO FOf'! 1.A60f'!ATOP'!Y TESTING METI-IOD5 AND FJ:.5UI. T5. 1.2.2 5D-14 5AMFI.E5 DECOMPOSED Gsf'!ANITEt GA. FOP'! CONSISTENCY, Gsf'!ADINGs AND COi.Of'!. FAM 2 Ff'!ODUCT5 2.1 DECOMPOSED Gsf'!ANITE 2.1.1 CONSISTENCY A. DECOMPOSED <DISINTEGRATED) Gf'!ANITE 51-!AI.I. BE Ff'!EE Ff'!OM I.UMF5, BAl.1.5 Cl!= CI.AY, ~ANIC MATTEI'<, DEI.ETE"'1o.J5 5U6STANCES, AND OTI-IEP'! oeJECTIONAel.E MATTEP'! AND 51-!AI.I. BE O!= 5UCI-I NA TUP'!E TI-IAT IT CAN BE COMPACTED Fd:.ADII. y LINDEP'! WATEf'!INGs AND f'!OI.I.ING TO FOP'!M A FIF!M, 5TAel.E 6A5E. B. DECOMPOSED Gsf'!ANITE 51-!Al.1. BE ANY IGsNEo.JS f'!OCK WI-IICH I-IAS BEEN WEATHEP'!ED IN Fl.ACE, Of'! ANY SEDIMENTAP'!Y MATEP'!IAI. Ff'!INCIFAI.I. Y DEP'!IYED Ff'!Ol1 IGNEOUS f'!OCK. 2 .1.2 Gsf'!ADINGs DECOMPOSED (Dl5INTEGAATED> Gf'!ANITE 51-!AI.I. I-IAYE A MAXIMUM PARTICLE SIZE Cl!= TI-IREE-EIG.I-ITI-I INCHES ('No'>. NOT MOP'!E TI-IAN FIFTEEN FEP'!CENT (ISll.) BY WEIG.I-IT 51-!AI.I. FASS THE NO. 21Z>rZl SIEVE. Tl-IE FOP'!TION Cl!= MATEP'!IAI. PASSING THE NO. 4IZ' 5IEYE 51-!Al.1. I-IAVE A PLASTICITY INDEX I.E55 TI-IAN NINE <~>- 2.1.3 COi.Of'! Cl!= DECOMPOSED Gf'!ANITE COi.Of'! 51-!AI.I. BE 'CAI.IFOP'!NIA GsOI.D" BY GAIi. MATEP'!IAl.5 Of'! AFFP'!OVED EQUAi.. 2.2 5,llMFL.ING, AND TESTING 2.2.1 Fd:.SPONSIBII.ITY 5,llMFL.INGs AND TESTING 51-!AI.I. BE THE f'!ESFON5IBII.ITY Cl!= Tl-IE CONTP'!ACTOP'!. 5AMFI.INGs AND TESTING 51-!AI.I. BE FE:~ IED BY AN AFFP'!OVED COMMEP'!CIAI. TESTING 1.ABOP'!ATOP'!Y, Of'! BY Tl-IE CONTP'!ACTOP'! SUBJECT TO APFP'!OVAI. O!= Tl-IE CONTP'!ACTING Ol"FICEP'!. TESTS 51-!AI.I. BE FE~ IED IN SUFFICIENT NUMBEP'! TO INSUP'!E TI-IAT MATEP'!IAl.5 MEET 5FECIFIED FJ:.QUlf'!EMENT5. COPIES O!= TEST f'!ESUI. T5 51-!AI.I. BE i"Ufi<NISHED TO CONTf'!ACTINGs Cl!=FICEP'!. 2 .2 .2 5AMFI.E5 SAMPLES FOf'! MATEP'!IAI. Gsf'!ADATION AND FLASTIC-1.IMIT TE5T5 51-!AI.I. eE TAKEN IN cotf'OF!MANCE WITI-I ASTM D 1S. WHEN DEEMED NECE55Af'!Y, Tl-IE SAMPLING 51-!ALI. eE oeSEf'!YED BY THE CONTP'!ACTING Cl!=FICEP'!. 2.2.3 TESTING A. SIEVE ANAi. YSE5 51-!Al.l. eE MADE IN C~ANCE WITI-I ASTM C 111 AND C 136. 5IEYE5 51-!AI.I. ~ TO ASTM E 11. e. PLASTICITY INDEX 51-!Al.1. BE DETEF!MINED IN ACCOP'!DANCE WITI-I ASTM D 4318. C. FIEI.D-IN Fl.ACE DENSITY 51-!AI.I. BE DETEF!MINED IN ACCOP'!DANCE WITI-I THE f'!EQU1f'!EMENT5 Cl!= SECTION IZ'222A EAMHWOi.K.. AT I.EAST ONE (I) DENSITY TEST 51-!AI.I. BE MADE FOf'! EYEP'!Y FIYE-1-IUNDP'!ED 1.INEAI. FEET (SIZ>rZl') O!= 5Ui.FACINGs. FAM 3 EXECUTION 3.1 PREPARATION Cl!= 5U6Gsf'!ADE Ff'!IOP'! TO Fl.ACING Tl-IE DECOMF05ED Gsf'!ANITE SUi.FACING, Tl-IE 5U6Gsf'!ADE 51-!AI.I. eE CLEANED Cl!= Al.I. FOf'!E IGsN 5U55T ANCE5. f'!UT5 Of'! 5Cl!=T, YIELDING 5POT5 TI-IAT MAY APFEAP" IN SUeGAADE, AFJ:.AS I-IAVINGs INADEQUATE COMPACTION, AND DEVIATIONS Cl!= THE SUi.FACE Ff'!Ol I f'!EG.l.Jlf'!EI IENTS SET FGMI-I Tl-!Ef'!EIN 51-!AI.I. BE COP'!f'!ECTED BY l.005ENINGs. f'!EMOVINGs, AND BY ADDING, Al I kO,'ED MATEP'!IAI., f'!ESI-IAFINGs TO I.INE AND Gsf'!ADE, AND f'!ECOMPACTINGs TO 5FECIFIED DENSITY f'!EQUIFJ:.I 1ENT5 AND AS AFFP'!OVED BY THE CONTf'!ACTINGs Cl!=Flef:f'!. Kimcm ,,ffllAUT INCORPORATED 3802 Uni..._.ity Ave.. • Riversid._ CA. 12501 • 909-694-8100 • 3.2 WEED ABATEMENT AND 5011. TREATMENT 3.2.1 HE"'6ICIDE CONTP'!ACTOP'! 51-!AI.I. APPi. Y, TO THE SUE!GsRADE Cl!= Af'!EAS TO Fd:.CEIYE DECOMPOSED Gf'!ANITE, Ff'!IOP'! TO PLACEMENT, AN AFFP'!OVED SEI.ECTIYE f'IIJ:.-EMEl<GENT, 5Ui.FACE-AFFLIED 1-!Ef'!BICIDE. vlSleLE WEEDS, IF NOT f'!EMOYED BY OTl-!Ef'! OR:AATIONS, 51-!AI.I. BE SFf'!AYED WITI-I AN AFFf'!OYED NON-SEI.ECTIYE, F05T-EMEl<GENT HE'"5ICIDE. AFFI.ICATION RATES AND METI-IODS 51-!AI.I. BE AS RECOI I IENDED 6Y MANI.FACTUFJ:.f'!. 3.2.2 AFFI.ICATION CONTP'!ACTOP'! 51-!AI.I. APPi. Y SFf'!AY CI-IEMICAI.S WI-IEN Alf'! CUP'!f'!ENTS Af'!E STll.1.t f'IIJ:.YENTINGs Df'!IFTINGs ONTO ADJOINING PACI E«TY AND f'IIJ:.YENTINGs ANY TOXIC EXP05UF4:. TO FE"'50N5 WI-IETHEl't Of'! NOT TI-IEY Af'!E IN, Of'! NEAP'!, Tl-IE Ff'!OJECT. CHEMICAi. Tf'!EATMENTS 51-!Al.l. BE APPLIED TO Tl-IE 5ATleFACTION Cl!= Tl-IE CONTf'!ACTINGs O!=FICEP'! BEFOf'!E PLACEMENT Cl!= DECOMPOSED Gsf'!ANITE. 3.3 Fl.ACING AND COMPACTING MATEP'!IAI. 51-!AI.I. BE I.EYEI.ED TO A UNIFOP'!M TI-IICl<.NE55 50 TI-IAT Tl-IE 1.AYEf'!. AFTEP'! COMPACTION, WII.I. NOT EXCEED Tl-IE INDICATED TI-IICKNE55. WATEP'! 51-!AI.I. BE ADDED BY SFf'!INl<I.INGs AND MIXING Of'! REDUCED BY AERATION AS NECESSAFrr UNTIi. Tl-IE WATEP'! CONTENT 15 AT OPTIMUM Of'! AT Tl-IE FEP'!CENT AGE AS DIFJ:.CTED BY Tl-IE CONTf'!ACTINGs Cl!=FICER. MIXING 51-!AI.I. BE CONTINUED UNTIi. UNIFOF!M Dl5Tf'!l6UTION Cl!= WATEP'! 15 OBTAINED. DECOMPOSED Gf'!ANITE 51-!AI.I. BE T~I-II. Y COMPACTED FOP'! Tl-IE FUI.I. DEFT!-! TO AT I.EAST NINETY-FIVE FEP'!CENT (~Sll.) MAXIMUM DENSITY. 3.4 FINISI-IINI!, FINl51-1 5l.il'<FACE 51-!AI.I. NOT VAP'!Y MOP'!E TI-IAN .IZ'2 FOOT FROM f'!EQUll'tED Gsf'!ADE5 ADJACENT TO BOTI-I FAYED AND UNPAVED AFJ:.AS. ADJUSTMENTS 51-!AI.I. BE MADE IN FI.ACINI!,, ol FJ:.ADINGs, Of'! FINl51-1INi:;, Ff'!OCEDUFJ:.5 A5 MAY ee DIFJ:.CTED eY THE CONTP'!ACTING Cl!=FICEP'! TO OBTAIN A UNIFO!'<M I.AYEP'! TI-IICIQ,IE55 AND T1'tUE Gsf'!ADE5, TO MINIMIZE SEGsFd:.GsATION AND DEGsf'!ADATION WI-IEFJ:. FEP'!TINENT, TO Fd:.DUCE Of'! INCP'!EASE WATEP'! CONTENT, AND TO IN5UF4:. SATISl'ACTOP'!Y Co.J!'<SE. MATERIAl.5 FOUND UN5ATISl'ACTOP'!Y 51-!AI.I. BE Fd:.FI.ACED Of'! Fd:.WOF!KED AT Tl-IE CONTP'!ACTOP'!'5 EXPENSE TO Ff'!ODUCE 5ATISl'ACTOP'!Y MATEP'!IAI.. 3.& MAINTENANCE Tl-IE FINISI-IED SUi.FACE 51-!AI.I. BE MAINTAINED IN A WEED Ff'!EE AND 5ATISl'ACTOP'!Y CONDITION UNTIi. Tl-IE END Cl!= THE Fl.ANT EST AeL I51-MENT FEP'!IOD UNDEP'! SECTION '1.AND5CAFINI!,.' --END O!= SECTION -- I (NOTE, C.M.W.D. SPECIFICATIONS TAKE PRECEDENCE.! I.ANDSCAFINI!, FART I -GENEP'!AI. Tl-IE GENERAi. CONDITIONS AND 5FECIAI. CONDITIONS AFJ:. A FAM OF T!-1I5 SECTION AND Tl-IE CONTP'!ACT FOf'! T!-1I5 Woi.K AND APPLY TO T.115 SECTION AS FUl.1. Y AS IF FJ:.FEATED 1-!EFJ:.IN. SCOR: THE Wot.K INCi.UDE& ALI. I.AeOP'!, MATEP'!IAl.5, 1"'ANSFGM ATION, 5Ef'!YICES AND FACILITIES NECE55Af'!Y Of'! INCIDENTAi. TO Tl-IE COMPLETION Cl!= I.AND5CAFINGs WOl'K 5I-IOl+I ON Tl-IE Dl'tAWINl!,5 AND/Of'! 5FECIFIED 1-!Ef'!EIN. EXISTING UTII.ITIE5 Ff'!IOP'! TO EXCAVATION FOf'! Fl.ANTING Of'! FLACINi:;, Cl!= Fl.ANT MATEP'!IAl.5, LOCATE Al.I. LINDE~ UTII.ITY 1.INE5 5TII.I. IN U5E AND TAl<E I kOI El't f'IIJ:.CAUTIONS TO AVOID DAMAGE TO SUCI-I IMFP'!OYEMENTS. IN Tl-IE EVENT O!= A Cot-FI.ICT BETWEEN 5UCI-I 1.INES AND Fl.ANT 1.0CATIONS, NOTIFY Tl-IE 1.AND5CAFE Af'!C.IITECT WI-IO 51-!AI.I. A"""'4Nei,E FOR Tl-IE RELOCATION O!= ONE Of'! Tl-IE OTl-!Ef'!. Tl-IE CONTP'!ACTOP'! A55UMES Al.I. f'!E5FON5IBII.ITY FOR MAKING ANY AND Al.I. f'!EFA1"'5 FOf'! DAMAGES Fd:.5UI. TINu FROM Wot.K AS 1-!Ef'!EIN 5FECIFIED. Ff'!OTECTION Cl!= OTI-IEP'! Wot.K AND IMFP'!OYEMENTS ADEQUATE!. Y 5TAl<E, BA~ICADE AND Ff'!OTECT Al.I. l~IGATION EQUIPMENT, MANI-IOI.ES, UTILITY I.INE5 AND OTI-IER EXI5TINGs IMF'f'!OYEMENT5 AND I=f'!01 Els.'TY DI.RING Al.I. FI-IASE5 O!= THE Fl.ANTING, 5011. AMENDINI!,, AND GAADINI!, OR:AATION5. VEP'!IFICATION O!= DIMENSIONS AND QUANTITIES Al.I. SCALED DIMENSIONS AFJ:. AFFP'!OXIMATE. eEFOf'!E Ff'!OCEEDING WITI-I ANY Woi.l< Tl-IE CONTP'!ACTOP'! 51-!AI.I. CAFJ:.RJLI. Y CHECK AND VEP'!IFY Al.I. DIMENSIONS AND QUANTITIES AND 51-!AI.I. IMMEDIATE!. Y I1-f'Of'!M Tl-IE I.AND5CAFE Af'!CI-IITECT Cl!= ANY DISCREPANCY eETWEEN Tl-IE Dl'tAWINGe Of'! &FECIFICATION!> AND ACTUAi. CONDITIONS. NO Woi.K 51-!AI.I. BE DONE IN ANY Af'!EA WI-IEFJ:. THEFJ:. 15 ANY 5UCH Dl6Cf'!EFANCY UNTIi. Al , k\..,✓AI. FOP'! SAME .IA5 BEEN GIVEN 6Y THE 1.AND5CAFE Af'!CI-IITECT Of'! 1-115 REFP'!E5ENTATIYE. QUANTITIES FOP'! Fl.ANT MATEP'!IAl.5 Af'!E 51-!0WN FOf'! CONVENIENCE ON!. Y, AND NOT GUARANTEED. CHECK AND VERIFY Fl.ANT Cot.NT AND SUPPi. Y SUFFICIENT NUMeER TO FUI.FII.I. Tl-IE INTENT Cl!= Tl-IE Df'!AWINl!,S. SU6MITT Al.5 CONTP'!ACTOP'! 51-!AI.I. SU6MIT A COMPLETE I.IST Cl!= 5011. AMENDMENTS, 6AJ.a< MUI.Cl-I, FEMII.IZE"'5, Fl.ANT MATEP'!IAl.5, SEEDS, WITI-I QUANTITIE5 O!= EACI-I WITI-IIN 35 DA 'T'S Cl!= AWA~ Cl!= CONTP'!ACT AND 51-!Al.1. f'!ECEIYE LANDSCAPE Af'!CI-IITECT'5 APFP'!OVAI. Ff'!IOP'! TO BEGINNING O!= Woi.K. AT I.EAST I& DAYS BEFOP'!E 5CI-IEDUI.ED USE, Tl-IE FF<.OFOSED 50Uf'!CE O!= TOPSOIi. MUST BE SU6MITTED TO Tl-IE LANDSCAPE Af'!CI-IITECT FOP'! APFP'!OVAI.. THE CONTP'!ACTOP'! 51-!Al.1. SUBMIT A Wf'!ITTEN f'!EF'Of'!T FROM A 5TATE AFFP'!OVED TE5TING AGENCY FOP'! AGP'!ICUI. TUP'!AI. 5011. EVALUATION WI-IICI-I STATES TI-IAT Tl-IE Ff'!OFOOED 50Uf'!CE COMFI.IE5 WITI-I TI-IE5E 5FECIFICATlet,J5. 5011.5 TE5T5 FOP'! AGP'!ICUI. TURAI. SUIT Aell.lTY AFTEP'! f'!OIJC!,.I Gsf'!ADINI!,, 5011.5 5AMFI.E5 51-!AI.I. BE TAKEN Ff'!OM ENOUGsl-l I.OCATIONS ON SITE TO REf'IIJ:.5ENT AN ADEQUATE Cf'!05!> SECTION O!= CONDITIONS. 5011.5 TEST 51-!AI.I. BE PEi.FOf'!MED BY A 5011.5 TESTING I.ABOP'!ATOP'!Y (Ff'!E-AFFf'!OVED 6Y Tl-IE LANDSCAPE Af'!CI-IITECT AND Tl-IE CITY). Tl-IE 5011.!> TE5T 51-!AI.I. INDICATE 6UT NOT eE LIMITED TO Tl-IE FOi.i.OWiNG, ( ,11) Ol'i!(!sANIC CONTENT, (b) n,p,I<, ( c) pl-I, (d) EC, (e) 5011. TEXTURE (5I1.T, CI.AY, SAND), <r> f'!ECOMMENDATIONS FOP'! AMENDMENTS, LEACHING, AND MAINTENANCE FEMII.IZATION5. THE RE5UI. TS AND Fd:.COMl"IENDATION5 Cl!= Tl-IE 5011. TESTINI!, 1.ABOP'!ATOP'!Y 5.IAl.1. BE SUBMITTED TO AND AFFP'!OYED BY Tl-IE I.AND5CAFE Af'!CI-IITECT AND Tl-IE CITY. THE AFFP'!OYED f'!ECO!•ff•IENDATIONS FOP'! AMENDMENTS AND BACKFILi. 51-!Al.1. BE INCOl'<f'Of'!ATED INTO Tl-IE LANDSCAPE Fl.ANS Ff'!IOP'! TO THE ST AAT Cl!= CON5Tfl<IJCTION AND 51-!AI.I. BECOME FAP'!T O!= Tl-IE AFFP'!OYED Fl.ANS. Ff'!ODUCT5 SPECIFIED 6Y Ff'!ODUCT NAME BY THE 5011. I.AB IN Tl-IE RECOI I 11:NDATIONS MAY BE 5U65TITUTED WITI-I "Of'! EQUAi.' Ff'!ODUCTS AFFP'!OYED BY THE I.AND5CAFE ARCI-IITECT AND Tl-IE CITY. SAMFI.E FI.ANT5 5II1'<1 IB AND Tf'!EE !>AMFI.E5 (IS GAi.i.ON& AND LINDEP'!J, TYPICAi. 5,llMFL.E5, T.lf'!EE EACI-I Cl!= Al.I. VAP'!IETIE5 AND SIZES (15, GsAI.I.ONS AND UNDEP'!) O!= Al.I. Fl.ANT MATEP'!IAl.5 51-!AI.I. BE 5U6MITTED FOf'! oe5Ef'!VATION APPP'!OVAI. AT Tl-IE 51TE A MINIMUM Cl!= I& DAY5 Ff'!IOP'! TO Fl.ANTING OR:RATION5. Tf'!EE AND 5II1'<1 IB SAMPLES C:24" BOX AND I.ACOC-.Ef'!>, ONE 5AMFI.E Cl!= EACI-I Tf'!EE VAP'!IETY AND SIZE, DESIGNATED ON Tl-IE Df'!AWINGs5, (24' BOX AND 1.Al'iGEf'!J, 51-!AI.I. BE DEI.IYEP'!ED TO Tl-IE Ff'!OJECT !>ITE FOf'! APPP'!OVAI. BY Tl-IE LANDSCAPE Af'!C.IITECT Ff'!IOP'! TO Fl.ANTING. THE Cet,ITf'!ACTOf'! 51-!AI.I. IMMEDIA TEI. 'T' f'!EMOYE ANY Tf'!EE5 OR 51-!RJBS NOT AFFP'!OYED. Tl-IE CONTP'!ACTOP'! AT 1-115 OPTION AND AT I-IIS EXPENSE CAN RETAIN Tl-IE SEP'!YICE5 Cl!= Tl-IE I.AND5CAFE Af'!CI-IITECT TO f'!EVIEW Tf'!EE5 T ¥<-.ED AT Tl-IE NUf'!&Ef'!Y AND/Of'! AT ITS Fl.ACE O!= G,RClJ,,ITI-I, Of'! A5 OTHEP'!Wl5E &FECIFIED ON Df'!AWINl!,5. AFFP'!OYED 5AMFI.E5 51-!AI.I. f'!EMAIN ON Tl-IE !>ITE AND 51-!ALI. BE MAINTAINED BY Tl-IE CONTP'!ACTOP'! A5 ST ANDAll<l:>!> Cl!= COMFAf'!leON FOR Fl.ANT MATEP'!IAI.S TO BE FUl'i!Nl5HED. 5AMFI.ES WII.I. eE INCOl'<f'Of'!A TED INTO Tl-IE WOIQK. Al.I. FI.ANT5 51-!AI.I. BE Cl!= Tl-IE 5FECIE5, VAP'!IETY, SIZE, AGE, FI.OWEP'! COi.Of'! AND CONDITION AS 5FECIFIED 1-!Ef'!EIN AND/Of'! A5 INDICATED ON Tl-IE Df'!AWINGs!>. UNDEP'! NO CONDITION WII.I. TI-IEP'!E BE ANY 5U65TITUTION Cl!= Fl.ANT 5FECIE5, VAP'!IETY Of'! Fd:.DUCED SIZES FOP'! TI-I05E LISTED ON T.IE ACCOMFANYINI!, Df'!AWING,5, EXCEPT WITI-I THE EXFRE55 WRITTEN CONSENT O!= Tl-IE LANDSCAPE Af'!C.IITECT. sueMITT Al. O!= Cf:f'!TIFICATES, Tf'!IF 51.IFS AND INVOICES I. TOPSOIi., 5011. AMENDMENT5, AND FERTII.IZEP'!, UPON DEI.IVEP'!Y O!= MATE"'1Al.5 AND/Of'! COMPLETION Cl!= ALI. 5011. CONDITIONING AND Gsf'!ADINGs 6UT Ff'!IO!' TO THE INITIATING, PLANTING OR:RATIONS, THE CONTP'!ACTOP'! 51-!AI.I. 5U6MIT TO Tl-IE I.AND5CAF!: Al'tCI-IITECT !>la.NED COPIES Cl!= f'!EQUIRED CEMIFICATE5, Tf'!IF 51.1F5 AND INVOICES FOi' !>OIi. f'IIJ:.FAAATION MATEP'!IAl.5. IF Tl-IE MINIMUM AMo.JNT!> O!= TOPSOIi., 5011. AMENDMENTS, FEP'!TII.IZE"'5 AND OTI-IEP'! &FECIFIED MATEP'!IAl.5 .!AYE NOT BEEN FUFi!NISI-IED A5 5FECIFIED, Tl-IE CONTf'!ACTOf'!, A5 Dlf'!ECTED ey Tl-IE LANDSCAPE Af'!C.IITECT, 51-!AI.I. IN5TAl.1. ADDITIONAi. MATEP'!IAl.5 TO RJI.FII.I. Tl-IE MINIMUM AMO\.NT5 FJ:.QUlf'!ED. 2. Fl.ANT MATEP'!IAl.5, 6AJ.i!< MUI.CH MUI.C.I AND f'IIJ:.-EMEl<GENCE I-IE"'6ICIDE5, AFTEP'! INSTAI.I.ATION O!= Fl.ANT MATE"'1Al.5 6UT Ff'!IOP'! TO Tl-IE I f'!EMAINTENANCE IN5FECTION, Tl-IE CONTP'!ACTOP'! 51-!AI.I. SU6MIT TO THE I.AND5CAFE Af'!CI-IITECT SIGNED COFIE!> O!= Tl-IE f'!EQUlf'!ED CERTIFICATE!>. Tf'!IF 51.IFS AND INVOICES FOf'! Tl-IE &FECIFIED Fl.ANT MATEP'!IAI., BAJ.a< MULCH, MUI.CH, PRE-EMEl<GENCf: 1-!Ef'!BICIDE!> AND f'!EI.ATED ITEM!>. IF THE MINIMUM AMo.JNT5 O!= T.IE5E MATEP'!IAl.5 I-IAVE NOT BEEN FUl<NISI-IED AS 5FECIFIED, Tl-IE CONTf'!ACTOf'!, AS DIRECTED BY THE LANDSCAPE Af'!CI-IITECT, 51-!AI.I. INST ALI. ADDITIONAi. MATEP'!IAl.5 TO FUI.FII.I. Tl-IE MINIMUM AMOUNTS REQUlf'!ED. GUARANTEES Al.I. Tf'!EE5 TI-IAT I-IAYE BEEN 5UFFI.IED AND INSTALi.ED UNDEP'! T.115 CONTP'!ACT 51-!AI.I. BE GUAP'!ANTEED TO I.IYE IN A I-IEAI. TI-IY CONDITION l'Of'! A F'Ef'!IOD Cl!= ONE YEAR FROM DATE Cl!= FINAi. OBSEP'!VATION O!= Ff'!OJECT. 51-RJBS, VINES AND Gsf'!OUNDCOVE"'5 51-!AI.I. eE GUAP'!ANTEED TO f'!EMAIN I-IEAI. Tl-l'r AND VIGsOf'!OJSL Y G,RClJ,,IINI!, FOR &IZ' DAY5, AFTER COMFI.ETION Cl!= THE 5FECIFIED MAINTENANCE FEP'!IOD AND FINAi. 065Ef'!YATION. f'!EFI.ACEMENT!> CONTP'!ACTOP'! 51-!Al.1. IMMEDIATE!. Y f'!El"LACE ANY AND Al.I. Fl.ANT MATEP'!IAl.5 WI-IICI-I, FOP'! ANY f'!EASON, DIES Of'! 15 DAMAGED W!-1I1.E LINDER 1-115 CARE. Al.I. Fl.ANTS FOlND TO eE DEAD AND Al.I. PLANTS NOT IN A VIGOf'!OUS CONDITION NOTED WIT.IIN Tl-IE GUAP'!ANTEE PEP'!IOD 51-!AI.I. BE f'!EFLACED WITI-IIN 14 DAYS O!= WRITTEN NOTIFICATION 6Y THE I.AND5CAFED ARCI-IITECT. Fl.ANTS USED FOP'! f'!EFI.ACEMENT 51-!Al.1. BE T.IE 5AME KIND AND SIZE AS 5PECIFIED IN Tl-IE Fl.ANT 1.I5T. TI-IEY 51-!AI.I. BE FUl'i!NISHED, Fl.ANTED AND FEMII.IZED A!> Of'!IGINAI.I. 'T' 5FECIFIED. Al.I. 5UCI-I f'!El"LACEMENT MATEP'!IAI.S 51-!Al.l. eE OOAP'!ANTEED AS SPECIFIED FOP'! THE Of'!IGINAI. GUAP'!ANTEED MATEP'!IAl.5. Oe5Ef'!VATION (CITY INSPECTOR MU5T FAMICIFATE Al.50) SITE oe5Ef'!YATION!> 51-!AI.I. BE MADE BY THE 1.AND5CAFE Af'!CI-IITECT. Tl-IE CONTP'!ACTOP'! 51-!ALI. REQUE5T oe5Ef'!YATION 48 .IOU"'5 IN ADVANCE Cl!= Tl-IE TIME AN OB5Ef'!VATION IS f'!EQUIRED. OB5Ef'!YATION WII.I. BE f'!EQUIRED FOP'! Tl-IE FOI.I.OWINI!, FAM& O!= Tl-IE Wot.K, I. INCORPORATION Cl!= 5011. AMENDMENT AND FEMII.IZEP'! INTO 5011.. 2. UPON Tl-IE COMFI.ETION Cl!= GAADINGs Ff'!IOP'! TO Fl.ANTING. 3. APFP'!OVAI. Cl!= 5AMFI.E Fl.ANTS. 4. APPP'!OVAI. Cl!= Fl.ANT MATERIALS. !:>. WI-IEN TFJ:.E5 AND 51-1RJB5 Af'!E 5POTTED IN Fl.ACE FOR FI.ANTINI!,, BUT 6EFOf'!E FI.ANTINi:;, I-IOI.ES Al'tE EXCAVATED. lo. VEP'!IFICATION O!= FINl51-1 GRADES. 1. AFFI.ICATION Cl!= FRE-EMEF<GENCE .IER6ICIDE. 8. W.IEN FI.ANTINI!,, AND ALI. OTI-IEP'! INDICATED Of'! SPECIFIED WOF<l<, EXCEPT Tl-IE MAINTENANCE PERIOD, .IA5 BEEN COMPLETED. WRITTEN APFP'!OV Al. 51-!AI.I. EST ABl.I51-1 BEGINNING Cl!= THE MAINTENANCE FEP'!IOD. 9. FINAi. oeSEP'!YATION AT Tl-IE COMPLETION O!= Tl-IE 5FECIFIED MAINTENANCE FEP'!IOD. T!-1I5 oe5Ef'!YATION 51-!AI.I. EST Ael.I51-1 Tl-IE BEGINNING DATE FOf'! Tl-IE ONE-YEAP'! OOARANTEE Cl!= Al.I. Tf'!EE5. Tl-IE CONTRACTOR Of'! 1-11& AUT.!Of'!IZEP f'!EFIE5ENTATIYE &I-IAI.L eE ON T.IE SITE AT Tl-IE TIME Cl!= EACI-I IN5FECTION. IN Tl-IE EVENT THE CONTP'!ACTOP'! f'!EQUE5T5 oeSEP'!YATION WORK AND SAID Wo,.K 15 5U65T ANTIAl.1. Y INCOMFI.ETE, THE CONTP'!ACTOP'! 51-!AI.I. BE f'!E5PONSIBI.E FOP'! OBSEP'!VATION C05T5 Cl!= I.AND5CAFE ARCI-IITECT FOf'!T Al. TO FOP'!T Al.. ACCEFTANCf: UPON COMFI.ETION Cl!= THE FINAi. OBSEP'!VATION AND Tl-IE Wot.K Cl!= T.1I5 SECTION, Tl-IE CONTP'!ACTOP'! WII.I. BE NOTIFIED IN Wf'!ITINGs WI-IETI-IEP'! THE Wot-!< le> ACCf:FT Ael.E Of'! O!= ANY FJ:.QUll<EIIENT5 NECE5SAP'!Y FOP'! COMPLETION AND ACCEPTANCE. FAM 2 -Ff'!ODUCT5 TOPSOIi. -IMFGMED Tl-IE I.AND5CAFE Af'!CI-IITECT 51-!AI.I. DETEF<MINE THE SUITABILITY O!= TOPSOIi. Ff'!IOP'! TO USE. TOPSOIi. 5.IAI.I. BE ~ED Ff'!Ol I Tl-IE 50Uf'!CE TO ITS FINAi. POSITION UNI.E55 5TOCKFII.INGs IS SPECIFIED. TOPSOIi. 51-!AI.I. BE Ff'!Cll"1 A 50Uf'!CE o.JTSIDE Tl-IE I.IMIT5 Cl!= Tl-IE Ff'!OJECT SELECTED 6Y Tl-IE CONTP'!ACTOP'! AND IN COMPLIANCE WITI-I Tl-IE f'!EQUl~IENT5 5FECIFIED 1-!Ef'!EIN. Tl-IE 1.AND5CAFE Af'!CI-IITECT MA'T' MAKE &UC.I INSPECTIONS AND FEl'iiFOFiH 5UCI-I TE5T5 A5 DEEMED NECf:55Af'!Y TO DETEF!MINE TI-IAT Tl-IE MATEP'!IAI. MEETS Tl-IE f'!EQUIFJ:.MENTS. TOPSOIi. 51-!AI.I. I-IAVE A Ff'!IABLE SANDY I.OAM CI-IAP'!ACTEF<, AND eE Ff'!EE O!= AOOT5, Cl.OD!> AND STONES 1.Al<GE:f'! TI-IAN I-INCH IN a.f'!EATE5T DIMENSION, f"OCl<ETS O!= co~ !>AND, NOXIOUS WEEDS, 5TICK5, 6"'IJ5!-1 AND OTI-IEP'! LITTER IT 51-!AI.I. NOT BE I1-f'E!>TED WITI-I NEMATODES Of'! OTI-IER UNDE5If'!ABLE INSECT5 AND Fl.ANT Dl5EA5E Ol'i!(!sANl5M5. Gsf'!ADATION LIMITS 51-!AI.I. BE 5AND, SIZ'-&IZ' FEP'!CENT, CI.AY 212> FEP'!CENT MAXIMUM, AND 511. T, 3IZ' FEP'!CENT MAXIMUM. Tl-IE 5AND, CI.AY AND !>II. T Gsf'!ADATION I.IMIT5 51-!AI.I. BE A5 DEFINED IN ASTM D 422. FEP'!MEABII.ITY AATE 51-!AI.I. BE NOT I.ES5 T.IAN IZ'.S INCI-IE5 PEP'! .lo.JR NOP'! MOP'!E TI-IAN 2 INCI-IES FER .IOUP'! W.IEN TE5TED IN ACCOP'!DANCE WITI-I ASTM D 2434 OR OTI-IER AFFP'!OYED METI-IOD5. TOPSOIi. 51-!AI.I. BE 5UITABI.E TO 5U5T AIN Tl-IE Gf'!OWT.I Cl!= T.IE Pl.ANTS SPECIFIED. 5011. AMENDMENT 5011. AMENDMENT FOP'! BACKFII.I. MIX AND 5011. CONDITIONINI!, 51-!AI.I. CONTAIN A 5FECIAI. Bl.END Cl!= Of'!GANIC Ff'!ACTION5 TO SUPPi. Y !>EYE~ DEG!f'!EES Cl!= ef'!EAKDOWN AATE, A POMION Cl!= INOf'!GANIC AMENDMENT TI-IAT f'!E5IST5 FUM.!Ef'! 61<1.AKDOWN, A 1.0NGs-l.A5TINGs FOfl<M Cl!= lf'!ON, F.I Cl!= S.& TO 6.IZ', 5AI.INITY Cl!= 1.1S, Of'!GANIC MATTEP'! (DRY WEk:iol-lT BASIS) MOP'!E TI-IAN --NON-let,IIC WETTING AGENT AND TOT Al. NITf'!OGEN CONTENT Cl!= IZ'.&ll.. (I.OAMEX, WII.-GskOI.IFE, FOP'!E!>T i--llJMJ&, Of'! AFFAOYED EQUAi.). Fl.ANT MA TEP'!IAI.S CONDITION, Al.I. FI.ANT5 51-!AI.I. I-IAYE A a.f'!OWTI-I I-IABIT NOP'!MAI. TO Tl-IE 5FECIE5 AND 51-!AI.I. BE 50UND, 1-IEAI. TI-IY, VIGsOt-loue. AND Ff'!EE ""'°1 I INSECT FE5T!>, Fl.ANT Dl5EASE5, 5UN SCALDS, Ff'!E51-1 BAJ.a< AeRAelONS, EXCESSIVE Aef'!ASION5, Of'! OTI-IER oeJECTIONAel.E DISl'IGUP'!Er!ENT5. Tf'!EE TRJCKe 51-!AI.I. eE !>Tllf'!DY AND WEI.I. 'I-IA~ENED O!=F '. Al.I. Fl.ANTS 51-!Al.1. I-IA YE NOP'!MAI. WEl.1.-DEVEI.OFED ef'!ANCI-I 5Y5TEM5, AND VIGsOROU5 AND FIBROUS kOOT 5'T'5TEM5 WI-IICH Af'!E NEITI-IER AOOT NOP'! POT-BOUND AND ARE Ff'!El: Cl!= KINKED Of'! Gl~I.INGs f'!OOT5. CONTAINER STOCK (I GAi.., !; GAi.., IS GAi.. AND BOXE5) 51-!AI.I. I-IAYE ~ IN CONTAINE"'5 FOP'! AT I.EAST SIX MONT.IS, 6UT NOT OVEP'! TWO YEA"'5. NO CONTAINEP'! Fl.ANTS TI-IAT I-IAYE CAACKED Of'! BROKEN BALl.5 Cl!= EAMI-I, WHEN TAKEN Ff'!OM Tl-IE CONT AINEP'!, 51-!AI.I. BE Fl.ANTED, EXCEPT UPON SPECIAi. APPP'!OVAI.. NO TREE5 WIT.I DAMAGED f'!OOTS Of'! BROKEN BAl.1.5 51-!AI.I. BE Fl.ANTED. ~ING 51-!AI.I. NOT BE DONE, Ff'!IO!' TO DEI.IYEP'!Y, EXCf:FT 6Y Wf'!ITTEN APPP'!OVAI. BY I.AND5CAFE Af'!CI-IITECT. 51-!RJBS -5I-Rle5 51-!AI.I. eE Cl!= THE SPECIFIED TYPE AND SIZE, 5EI.ECTED Ff'!OH I-IIG.1-1 QUALITY WEl.1.-51-!AFED NU"'5Ef'!Y STOCK. FLATTED Fl.ANTS -Gsf'!OUND COVEP'! Fl.ANTS AND OTI-IER FLATTED Fl.ANTS 51-!AI.I. BE~ AND f'!EMAIN IN THE Fl.ATS UNTIi. TRANSPLANTED AT THE SITE. Tl-IE 5011. AND SPACING Cl!= Tl-IE Fl.ANT!> IN THE Fl.AT 51-!AI.I. INSUP'!E THE MINIMUM Dl5TU"'6ANCE Cl!= Tl-IE f'!OOT SYSTEM AT TIME O!= TRANSFI.ANTINI!,. QUANTITIES QUANTITIE5 AND TYPES Cl!= Fl.ANT MATERIALS FUl<NISI-IED AND 5FACINI!, 51-!AI.I. BE AS 51-!0WN OR NOTED FOR EACl-l 1.0CATION AND 51-!AI.I. BE Cl!= THE !>FECIES, KINDS, AND SIZES AS DE5Cf'!IBED ON T.IE Df'!AWINl!,5. QUANTITIES 51-!Al.1. eE FUFi!NISHED AS NEEDED TO COMFI.ETE Woi.K 51-!0WN ON Df'!AWINl!,5. INSPECTION Al.I. Fl.ANT MATEP'!IAL5 51-!AI.I. BE SUBJECT TO Tl-IE INSPECTION AND AFPP'!OVAI. Of'! f'!EJECTlet,J Cl!= Tl-IE I.AND5CAFE Af'!CI-IITECT Of'! 1-115 FJ:.f'IIJ:.5ENT ATIYE BEFO!'J:. PLANTING. FI.ANT5 51-!AI.I. eE 5UBJECT TO INSPECTION AND APPf'!OVAI. Of'! l'tEJECTION, AT Tl-IE Ff'!OJECT SITE AT ANY TIME DUP'!INGs ~55 Cl!= Tl-IE WOf'!K Ff'!Ol1 SIZE, VAP'!IETY, CONDITION, LATENT DEFECTS AND INJUP'!IE&. l'tEJECTED Fl.ANTS 51-!AI.I. BE REMOYEP Ff'!Ol1 THE Ff'!OJECT SITE IMMEDIATE!. Y. T.IE I.AND5CAFE Af'!CI-IITECT f'!ESERYES Tl-IE RIGI-IT TO INSPECT f'!OOT CONDITION Cl!= AN'T' SPECIES, FARTICUI.Af'!L Y TI-IOSE GROWN FROM 5EED, AND IF FOUND DEFECTIVE, TO FJ:.JECT THE Fl.ANTS l'tEf'IIJ:.!>ENTED eY Tl-IE DEFECTIVE SAMFI.E. LS-3 "AS BUILT" ~U7~. l':"~11 •• 7 9-6-48 P.E. Zll2t, EXP -3-3/-Z:'Y'" DATE REVIEWED BY, Q)Jt-~1 INSPECTOR f'!EJECTION AND 5U65TITUTION <CITY IN5FECTOP'! MUST AFFf'!OVE Al.50) Al.I. Fl.ANT!> NOT CONFOF!MINI!, TO Tl-IE REQUIFJ:.HErlT!> 1-!Ef'!E IN 5FECIFIED 51-!AI.I. BE CON5IDEP'!ED DEFECTIVE, AND 5UC.I FI.ANT5, Wl-lf:TI-IEl't IN Fl.ACE Of'! NOT, 51-!AI.I. BE MAF<l<ED AS f'!EJECTED AND eE IMMEDIATE!. Y f'!EMOYEP ""'°11 Tl-IE 5ITE Cl!= WOf'!K AND FJ:.PLACED WITI-I ACCEFTAel.E Fl.ANT MATEP'!IAl.5. Tl-IE Fl.ANT MATE"'1Al.5 51-!AI.I. MEET Al.I. AFFI.ICABI.E IN&FECTION5 f'!EQUIRED BY I.AW. fsHml CITY OF CARLSBAD [SHEIBl 1---1-----+----------------1------t---+---+----1 LlZJ ENGINEERING DEPARTMENT ~ ::=:::::::::::::'.,,'::::::::::::::::::::::::::::::;:=========---==~ Jl,[pROVEMENT PLANS FOR: KAWA8AKI THl!LACK!R Im«> + AIIOQATEII LANDSCAPE 3916 Normal street ARCHITECTURE son Diego, ca 92103 Phone, 1619I 294-4477 PLANNING Fax, (6191 294-9965 DATE INITIAL ENGINEER OF WORK 11\''J/S·tJU/LT" DA TE INITIAL REVISION DESCRIPTION OlHER APPROVAL DA TE INITIAL CITY APPROVAL ENCINA BASIN WATER RECLAMATION PROGRAM, PHASE II lWIN D RECYCLED WATER PUMP STATION LANDSCAPE SPEOFICATIONS AP.PR~~ _ -7" 0 WILLIAM E. PLUMMER ,:~/4 -.v... ........ 1-zz~,,,_ DEPUTY aTY ENGINEER PE 28176 EXP. 03-31-06 DATE DWN BY: D"4 I PROJECT NO. I DRAWING NO. ~~~ ~~: ;~ 3889 _ 409-6B ~-------- i041504 C 0. :E ..J c., I C) 0 ..., ... 0.. "' 0 I ~ N -N c., 0 0 m co < + I ::, en I, m AGENCY !<EGll.JIRED INSPECTION& INSPECTION OF PLANT MATERIALS, !11!!:Gll.JIRED 6Y CITY, COUNTY, OR 5TATE AUTl-lORITIE5, Sl-lALL 6E A RE&PONSl6ILITY OF THE CONTll!ACTOR, AND WI-IERE NECE5SAF!Y HE Sl-lALL HAVE 5ECURED PEF!MITS OR CEMIFICATES PRIOR TO DELIVEF!Y OF PLANTS TO THE SITE. 5U65Tl1UTIONS WILL NOT 6E PEF!MITTED EXCEPT THAT IF 5U6MITTED f'1"00I' THAT ANY !"LANT 51"ECll'IED 15 NOT oeTAINAeLE, A PF!OF05AL WILL 6E CONSIDERED l'OR U5E OF THE NEAREST EQUIVALENT 51ZE OR VARIETY AND C05T. ALL 5Ue5Tl1UTION5 5UeJECT TO LANDSCAPE ARCl-llTECTS WRITTEN AFFROVAL. 5Ue5Tl1UTION5 l'OR THE INDICATED PLANT MATERIALS WILL ee: PEF!MITTED PROVIDED THE 5Ue5Tl1UTE MATERIALS ARE APPROVED IN ADVANCE OF PLANTING DATE e,y THE LANDSCAPI= ARCl-llTECT AND THE 5Ue5Tl1UTION5 ARE MADE AT NO ADDITIONAL C05T TO THE Ol+IER. EXCEPT FOR THE VARIATIONS 50 AUTHORIZED, ALL 5Ue5TITUTED MATERIALS THAT ARE OF LE5S VALUE THAN THOeE INDICATED OR S!=l:Cll•IED, THE CONTRACT PRICE WILL ee: ADJUSTED IN ACCORDANCE WITH THE PAOVISIONS OF THE CONTRACT. eARKMULCH TYPI= I MULCH (GROJND WOOD PAODUCV OR APFROYED EQUAL. 5U6MIT SAMPLE TO LANDSCAPI= ARCl-llTECT AND CITY INSPECTOR FOR APPAOVAL PRIOR TO DELIYEF!Y TO SITE. PHYSICAL I Ml E~rlES, G'T"F51.M FEFGFNI PA!i&INC; 60-1- 3"-h""' 0-3""' &IEYI= SIZE 2S.-4 MM (I') 2.1 MM ()S') 0.3e, MM (~•) G'T"F51.M &HALL 6E A ca n IERCIALL y PROCESSED AND PACKAG,l:D AG.RICUL 1URAL G"T"P5UM (CA&IZ'-4, 2H20) SUCH A& 6EN ~IN AG.RICUL 1\JRAL G"T"P5UM OR APPROVED EGll.JAL. f'EMILIZER -PRE-PLANT 12-12-12 FEMILIZER FOR PRE-PLANTING Sl-lALL 6E A HOMOGoENOU5 Pl=LLETED FOF!M CONTAINING EQUAL AMOI.NTS OF NI~ PI-I05PHOROU5, AND POTASH FLUS 5ULRJR AND CALCIUM. (BEST TRIPLE TWELVE 12-12-12, OR APPROVED EQUAL). NITROGoEN 12.- AVAILAeLE PHOSPHORIC ACID 12.- 50LUSLE l"OTASH 12.- 5ULl'UR 1&.- CALCIUM 2.1"" f'EF!TILIZER -MAINTENANCE -11!>-20-0 f'EF!TILIZER FOFi: MAINTENANCE SHALL 6E 11!>-20-0 AMMONIUM PHOSPHATE IN A HOMOCisENEOU5 Pl=LLl=TED FOF!M (61:ST 16-20-0, OR APPAOYED l=QUAL). NITRoc.EN 11!>.- AYAILAeLI= PHOSPHORIC ACID 20.- 5ULl'UR 13.- CALCIUM 1.6""' f'EF!TILIZER -PLANT TAe& PLANT TAe& SHALL 6E TIGHTLY c.oMl'REa&l=D, LONG. LASTING AND SLOW-RELEASE. WEIGHT OF &, 10, AND 21 GRAMS ( AG.RIFOFi:M 20-10-S PLANTING T AeLETS, OR APPROVED EQUAL). NITROCi,EN 20 _(l)(!') ,r. AYAILA6LI= PHOSPHORIC ACID l,Z, __ 50LU6LE POT ASH &.- CALCIUM 2.1!>"" &ULl'UR 1.6"" IRON 0 .3&% PLANTING 6ACl<FILL AND 501L CONDITIONING FOR 61DDING FURF05ES ONLY <&1:1= 501LS TESTS FOl'i: AC:IRICUL TURAL 5UIT AelLITY J, FOFi: 61DDINGs FURFOSl=S, PLANTING. 6ACKFILL Sl-lALL 6E A THOROUG.HL Y 6LENDED MIXTU!<E OF ON-SITE 501L AND AMENDMENTS AT THE FOLLOWING. MIXlURE, 501L AMENDMENT -4.e> FAMS APPROVED ON-SITE 501L l!>.0 FAM& AC:IRICUL 1\JRAL GYF5UM 3.IZ> Le&/FER CU. YD. OF MIX FEMILIZER -PRE-PLANT -12-12-12 CONT. FOR 61DDINGs FURF05ES, THE FOLLOWING RATE OF 501L CONDITIONING. FOR TlR" AND ~ COVER Sl-lALL eE A& FOLLOWS, SOIL AMENDMl=NT -4.0 CU. YD&. PER I.IZ)(l)(!') SQ. FT. GYP5UM 1S.0 Le&. PER l,IZl(l)(!') SQ. FT. PRE-EMERl:=NCE HEl'<elCIDI= PRE-l=MEl'<GENCI= HERBICIDE SHALL 6E MUND-UP OR EQUAL. JUTE MATTING. JUTE MATTING &HALL 6E OF HEMP MATERIAL WHICH IS HEAVY JUT!= MESl-1 OF A UNIFORM PLAIN Ol"EN WEAVE OF UNeLEACHED SINGLE JUTE YAi.N AVERA61NG 13" POUNDS Pl=R SPINDLI= OF 1-4,◄= YARDS. THE YAi.N Sl-lALL 6E OF LOOSELY TWISTED CONSTRUCTION HAYING. AN AVERA6E TWIST OF NOT Ll!:55 THAN 1.6 1Ui.NS Pl=R INCH AND &HALL NO VARY IN THICKNESS OF MORE THAN 112 ITS NOF!MAL DIAMETl=R THE JUTE MESH SHALL 6E FUi.NISl-lED IN Al"F'ROXIMATEL Y ~ POUND ROLL STRIPS. &UeMIT SAMPLE TO LANDSCAPI= ARCHITECT AND CITY INS!=l:CTOR FOR APPAOYAL PRIOR TO DELIVEF!Y. PAM 3 -EXl=CUTION INSPECTION, THE CONTRACTOR SHALL IN&Pl=CT THE SITE AND YERll'Y THAT CONDITIONS Ai.E READY FOR wo,;K. THE CONTRACTOR SHALL INSPECT ALL Sla.NIFICANT PACT~ AF!'ECTINGs HIS WORK INCLUDING. EXISTING UTILITIES, THE WORK OF OTHER TRADES, EXISTING. IMPAOYl=MENTS AND I Ml ERTIES, EXISTING. IRl'tlGoATION LINES, EXISTING PLANT MATERIAL, STOCK PILED MATERIALS, l=XISTING cr.RADl=S, EXISTING. DIMENSIONS, ETC. THE CONTF!ACTOR Sl-lALL IMMEDIATELY NOTIFY' THE LANDSCAPE ARCl-llTECT OF ANY DISCREPANCll=S, WHICH SHALL 6E COl<IE~IED AND RESOLVED ACCORDING TO THE DIRECTION OF THE LANDSCAPE ARCl-llTECT PRIOR TO 6EGll+IING WORK. KD-1EC-m ,,ffl/AQT INCORPORATED 3502 Uni....,."ty Ava. • Rivfll"llidlll, CA. 92501 • st09-1584-e900 • PROTECTION, THI= CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PROTECT AND AVOID DAMAG,E TO SF'RINl<Ll=R HeADS, IRRIC:,ATION LINES, UNDE~ UTILITIES AND OTHER IMFROYEMENTS DURING. HIS a.RAPING AND CONDITIONING Ol"ERATIONS. WEEDING 6Ef'ORE AND DURING PRELIMINAF!Y AND FINISl-1 GRADING, ALL WEl=DS AND G,RAS&ES Sl-lALL 6E DUG, OUT 6Y THE ROOTS AND Dle!"OSED OF OFF THE SITE. Pl=l'liiENNIAL WEEDS AND G,RAS&ES TO 6E REMOVED INCLUDI=, 61JT ARE NOT LIMITl=D TO, THE FOLLOWING, eE~A G,RA58, ALFALFA, KIKUYU GRASS NUT Gol'ASS, DALLIS C:,RAE,5, WATER Gol'A5S PI.NCTUIE YIN!=, (2'-3').AAAA WIRE WEl=DS, CRAE:I G,RAS&ES, JOHNSON G.RASS, MUSTARD PLANT, ST. Al IG,I ISTINe G,RA&S PLANTING AREAS Sl-lALL 6E f'Rl=E OF WEl=DS AND OTHER l=XTRANEOU5 MATERIALS TO A Dl=FTH OF 12 INCHES eELOW FINISH GRADE 6El'OIE TOPSOIL WORK. GRADING. AND 501L PREPARATION MOISTUi.E CONTENT, THE 501L &HALL NOT ee wot-KED WHEN THE MOISlURE CONTENT IS SO GIREAT THAT EXCESSIVE COMPACTION WILL OCCIJ"1t NOR WHEN IT IS 50 DF!Y THAT DUST WILL FOFi:M IN THE AIR OR THAT CLODS WILL NOT eREAK READILY. WATER SHALL 6E APPLll=D, IF NECE5SAF!Y, TO PROVIDE IDEAL MOISTURE CONTENT FOR TILLING AND FOR PLANTING HEREIN S!=l:CIFll=D. IF THE MOISTURE CONTENT OF THE 501L 5l-lOULD REACH SUCH A Ll=YEL THAT WOf;KING IT WOULD DESTROY 501L STRUCTURE, ol READING. AND GRADING Ol"ERATIONS SHALL eE 5US!=l:NDl=D UNTIL THE MOISlURE CONTENT IS INC!<EASl=D OR REDUCED TO ACCEPT A6LI= LEVELS AND THE DESIRED i.ESIJLTS ARE LIKl=LY TO 61= 06TAINED. TOPSOIL PREPARATION AND CONDITIONING., 1.NLE55 OTHERWISE S!=l:CIFll=D ON THE FLANS, EXISTING ON-SITE 501L s+-IALL 6E IJ5ED. WHEN IMPORTED TOPSOIL IS SPl=Clf'IED, THE THICKNE5S OF IMPOF!TED TOPSOIL s+-IALL 6E SHOWN ON THE PLANS, OR IF NOT SHOWN, &HALL 61= h INCHES THICK. THE EXISTING 501L 6ELOW &UE:la.RADE FOR IMPORTED TOPSOIL SHALL 6E SCARIFll=D TO A Dl=PTH OF 6 INCHES PRIOR TO SI READING TOPSOIL. ON-SITE TOPSOIL SHALL 6E SCARlf'IED AND CULTIVATED TO A FINELY DIYIDl=D CONDITION TO A Dl=PTH OF 6 INCHES MINIMUM 6ELOW FINISH er.RADE. DURING THIS OPl=RATION, ALL STONl=S OVER I INCH IN THE GIREATEST DIMENSION &HALL 6E REMOVED. PRELIMINARY cr.RADING, PRELIMINAF!Y GRADING. SHALL 6E DONE IN SUCH A MANNER A& TO ANTICIPATE THE FINISH G,RADING. EXCE5S SOIL &HALL 6E REMOYED OR REDISTRl61JTED 6El'ORE APPLICATION OF FEMILIZER AND MULCH. WHERE 501L IS TO 6E REPLACl=D 6Y PLANTS AND MULCH, ALLOWANCE SHALL 6E MADE 50 THAT WHEN FINISH GIRADING HA& 6EG!UN, THERE Sl-lALL 6E NO DEFICIENCY IN THE SPl=CIFll=D Dl=FTH OF MULCHl=D PLANTING 6EDS. FERTILIZING AND 501L CONDITIONING, THE PLANTING Ai.EA &HALL 6E eROUG,HT TO PRELIMINAF!Y er.RADE 6Ef'ORE ol READING THE FEMILIZERS OR CONDITIONING MATERIALS SPl=CIFIED. FEMILIZING AND CONDITIONING. MATERIALS SHALL 6E MECHANICALLY SPREAD AT A UNIFOFi:M RATE. THE Gll.JANTITll=S OF MATERIALS NeCE55ARY FOR THE PLANTING. AREA SHALL 6E AT THE SITE AND &HALL 6E VERIFIED 6Y DELIVEF!Y TICKETS RJRNISHED TO THE LANDSCAPI= ARCHITECT 6EFOl'<E Si NEAPING. TILL IN 501L CONDITIONING MATERIALS TO A DEPTH OF 6 TO 6 INCHES AND IR!'tlGATE THOROU<!,HL Y AFTER APPLICATION WITH -4 TO h INCHES OF WATl=R USING. INTEF!MITTENT PONDING (LEACHING). FEMILIZER -PRE-PLANT 12-12-12 SHALL ee APPLll=D AT THE RATE OF 20 FOUNDS PER l,(l)(!')IZ) SQUARE FEET. AFTER LEACHING ( A60VE), APPLY THE PRE-PLANT FERTILIZER AND TILL IN TO A DEPTH OF 6 TO 6 INCHl=S AND IRRIGATI= THOROUG,HL Y AFTER APPLICATION WITH 2 TO -4 INCHl=S OF WATER USING INTEF!MITTENT FONDING. THE Tl-lOROUG,I-INE5S AND COMFLETENl!:85 OF THE CUL TIYATING AND INCORPORATION OF THE 501L CONDITIONERS/AMENDMENTS Sl-lALL ee: ACCl=FTA6LI= TO THE LANDSCAPE ARCHITECT. SLOP!=& 2d AND STEEPl=R, OR A& Pl=R THE DRAWINGS, OMIT SOIL CONDITIONl=R APPLICATION AND TILLING. FINISH <::,RADE, AFTER FERTILIZING AND CONDITIONING, THE 501L SHALL 6E WATERED AND ALLOWED TO &!:TTL!= TO PROYIDI= A STA6LI= 5Ut'<FACE, NOT OVER!.. Y COMPACTED TO THE EXTENT THAT IT WILL PREVENT AERATION AND WATER IM=IL TRATION. AFTER THE 501L HA& DRIED OUT TO A ~LE CONDITION, THE PLANTING. Aill!l:A& Sl-lALL 6E ~ED. RAKED, AND SMOOTHED TO THE REQUIRED GRADES AND CONTOURS. THE FINISl-1 er.RADE SHALL 6E SMOOTH, Ltlll'ORM, AND f'Rl=I= OF A61<UPT GRADE CHANa,ES AND DEPRESSIONS TO ENSURE 5Ulsf'ACE DRAINAG,E. THE FINl&Hl=D GRADE 6ELOW ADJACENT FAYING, CUReS OR HEADE!'!& &HALL 6E 1 INCH IN LAWN AREA& AND 2 INCHES IN &HR..16 OR GMUND COVER Ai.EAS. FINAL f'INl5H a.RAPES SHALL INSURE P051TIVE DRAINAGE OF THE SITE WITH ALL &URl'ACI= DRAINAG,E AWAY f'ROl•I 61JILDINGS, WALLS, AND TOWARD ROADWAYS, DRAINS AND CATCH 6A&INS. UNLESS OTHERWISE DE&la.NATED, PLANTING 5Ulsf'ACES SHALL 6E cr.RADED WITH NO LE5S THAN 2 PERCl=NT 5URl'ACE SLOl"E (1/-4' PER FOOT) l'OR POSITIYE DRAINAG,E. FINISH 5lJll;!'ACES SHALL 6E CLl=AN AND 5UIT AeLI= FOR PLANTING. FINAL GRADES Sl-lALL 6E ACCEPT AeLE TO THE LANDSCAPE ARCHITECT 6EFORe PLANTING OPl=RATIONS WILL 6E ALLOWED TO 6EGIN. PLANTING GoENE:RAL, THE TYPl=S, SIZES AND QUANTITll=S OF PLANT MATERIALS Sl-lALL 6E A& CALLl=D FOR IN THE PLANS AND S!=l:CIFICATIONS. ALL PLANTS WILL 6E INSPECTED PRIOR TO PLANTING, INCLUDING PLANTS PREYIOU5L Y APPROVED AT THE N~RY-THE CONTRACTOl'i: SHALL 6E i.E&PONS16LI= FOR THE CONDITION OF ALL PLANTS, PLANTED OR OTHERWISE, LtlTIL ACCEPTANCE. PLANTING Sl-lALL 6E Pl=Rf'Ol'iil IED WITH MATERIALS, l=Gll.JIFMENT, AND PAOCEDURES FAVORA6LE TO THE OPTIMUM G,ROWTH OF THE PLANTS AND IN COMPLIANCE WITH THE5E PROCEDURES. exceFT A& NOTl=D FOR SFECIMl=N PLANTING, ALL PLANTING &HALL FOLLOW THE COMPLETION OF IRRIGATION SYSTEM. TIME OF PLANTING,, NO PLANTING, EXCLUDING SPl=CIMEN PLANTING, &HALL 6E DONE UNTIL ALL OPl=RATIONS IN CONJUNCTION WITH THE INSTALLATION OF THE SFRINKLl=R SYSTEM HAYE 6EEN COMPLl=TED, PINAL GRADES HAYE 6EEN E5TA6Ll5HED, THE PLANTING AREA& HAVE eEEN I Ml ERL Y GRADED AND Pl'liiEPARED AS HEREIN SPECIFIED, AND THE wo,;K APPROVED BY THE LANDSCAPE ARCl-llTECT OFi: HIS !11!!:Pl'liiESENT ATIYE. PLANT I MTEC.TION AND STORAG,E, THE CONTF!ACTOR Sl-lALL KeEP ALL l"LANT MATERIAL DELIVERED TO THE SITE IN A HEAL THY CONDITION FOR PLANTING. PLANTS Sl-lALL NOT 6E ALLOWED TO DRY OUT. 6Al'lii!: MOT STOCK SHALL 6E Sl=PARATED AND 'HEl=Ll=D IN' MOIST l=AMH OR OTHER SIJITA6LI= MATERIAL. 6ALLl=D AND e.lJRLAPF'ED Fl.ANTS SHALL HAVE THE ROOT 6ALL COVERED WITH MOIST SAWDUST, WOOD CHIPS, OR OTHER APPROVED MATERIAL. LAYOUT AND PLANT LOCATION, Dl=TAILED LAYOUT WITHIN THE PLANTING AREA& Sl-lALL 6E Pl=Rf'OF<HED 6Y THE CONTRACTOR AND APPROVED l!IY THE LANDSCAPI= ARCl-llTl=CT PRIOR TO PLANTING.. THE LAYOUT OF LOCATIONS FOR PLANTS IN !"LACE AND OUTLINl=S OF G,MIJNDCOVER TO ee PLANTl=D SHALL 6E APPAOYED ON THE SITE 6Y THI= LANDSCAPE ARCHITl=CT, PRIOR TO THEIR PLANTING. ALL SUCI-! LOCATIONS Sl-lALL 6E CHECKED FOR P05&16LE INTEfiFERENCE WITH l=XISTING UND~ PIPING. PRIOR TO EXCAVATION OF HOLi=&. IF UNDI=~ CONSTRUCTION OR UTILITY LINES ARE: l=NCOUNTERED IN THE excAvATION OF PLANTING AREAS, OTHER LOCATIONS FOR THE PLANTING. MAY 6E SELECTED 6Y THE LANDSCAl"E ARCHITECT. DAMAG,E TO EXISTING UTILITIES SHALL 6E THE i.E&PONSl61LITY OF THE CONTRACTOR THE Fll'!ST ROW OF PLANTS IN AREA& Dl=SIGNATl=D FOR CENTl=R TO CENTER &PACING OF PLANTS SHALL 6E LOCATED AT ONE-HALF OF DESla.NATED &PACING f'ROl•I THE EDGE OF THE AREA. S!=l:CIMEN PLANTING,, SPECIMEN Fl.ANTS IN 60XES 2-4 INCHES AND LAl'<GER SHALL eE PLANTED 6Ef'ORE INSTALLATION OF LATERAL IRRIGATION LINES. IRRIGATION LINl!:5 cotfLICTING WITH SPECIMEN PLANT LOCATIONS SHALL 6E RE-ROUTED TO CLEAR THE ROOT BALL. PLANTING TREl=S, &HF!IJeS AND VINES PLANTING HOLES SHALL 6E Al"F'ROXIMATEL Y SGlUAl'i!E WITH VEMICAL SIDES TWICI= THE WIDTH AND NO DEl=PER THAN THI= Dl=FTH OF THE PLANT CONTAINER OR 6ALL ( 2X CONTAINl=R DEPTH FOR DEEP WATERING Dl=VICE OR 6REATHER TIJ6EJ, AND &HALL 6E WIDER IF NeCl=5SARY TO Pl=F!MIT HANDLING AND PLANTING. WITHOUT IN.JUF!Y OR eRE~ OF THE ROOT BALL OR ROOT SYSTEM. ANY PLANT WITH A 6ROKEN OFi: CRACKED ROOT 6ALL 6EFORE OR DURING Fl.ANTING SHALL NOT 6E Fl.ANTED. CONT AINl=RS SHALL 6E OPENED AND REMOVED IN SUCH A MANNER THAT THE PLANT ROOT IS NOT INJURED. 6ALLED PLANT WRAPPINGS &HALL 6E LOO&l:NED OFi: CUT 6ACK AFTl=R PLANT IS POSITIONl=D IN THE PLANTING HOLi=. INSPECT ROOTS PRIOR TO PLANTING. ALL CIRCLING. ROOTS Sl-lALL 61= CUT OFi: Ol"ENED UF AND THE FOUR SIDES OF THE ROOT BALL CUT APPAOXIMATEL Y 1/-4 OF AN INCH. ALL PLANTING HOl.l=S &HALL 61= 6ACKFILLl=D WITH A PREPARED 501L MIX. AFTER Fl.ANTING, THE PLANT &HALL 6E PLUMe, WITH THE ROOT CROWN SLIGHTLY HIGHER (I" 5HF!IJeS, 2' TREES) OR AT ITS NATIJRAL G,ROWING Dl=FTH WITH RES!=l:CT TO FINISH <::,RAD!=. PLANTING SHALL 6E C::,OVEi.NED 6Y THE FOLLOWING. REGll.JIREMENTS, I. DIG PLANTING HOLi= (Pl=R A60YE) 2 X WIDTH AND I X Dl=PTH OF THI= PLANT ROOT 6ALL OR CONT AINl=R. 2. THE PLANT Sl-lALL 6E 5ET ..:.1 I ROXIMATEL Y AT THE CENTER OF THE HOLi=. 3. PREFAl<ED 501L MIX (PLANTING 6ACl<FILLJ &HALL 6E Dl=POSITED AROUND THE PLANT IN THE REMAINDER OF THE HOLE TO FINISH GRADE, WITH FERTILIZER -PLANT TA6& PLACED AT MID-DEPTH. -4. THE 6ACl<FILL MAX &HALL 6E THOROIJG,HL Y WATER-5ETTLl=D AND ADDITIONAL PREFARl=D 501L MIX ADDED TO FILL ANY REMAINING. VOID 6ELOW FINISH a.RADE. &. A CIRCULAR WATeRING BASIN SLIGI-ITL Y LAPC"-.ER THAN THE PLANTING HOLi=, -4 INCHES HIGH, SHALL eE LEFT ARCU-ID THE PLANT. THE 60TTOM OF THE 6A&IN Sl-lALL 6E AT APPROXIMATE FINISl-1 GRAD!= OR SLIGHTLY LOWER MULCH SHALL 6E 51 READ AT LEAST 3 INCHES DEEP IN THE BASIN. h. THI= PLANT &HALL 6E C::,UYl=D AND STAKED A& SPl=CIFll=D. 1. THE AREA AROUND THE PLANTS SHALL 6E i.Ecr.RADl=D TO FINISH GRADE. THE EXCE5S 501L SHALL eE Dle!"OSED OF eY THE CONTRACTOR. 6. ALL PLANTS &HALL 6E THOROUG,HL Y WATl=RED IN TO THE FULL DEPTH OF l=ACH PLANTING. HOLi= IMMl=DIATl=L Y AFTl=R PLANTING. PREPARED eAO<FILL ALL 501L 6ACl<FILL IN PITS FOR TREES, Sl-lR..16&, VINES AND FOFi: PLANTER 60XES Sl-lALL 6E A Pl'liiEPARED 501L AS SPECIFIED. THE l"l'liiEl"ARED 501L SHALL eE MIXED IN AN ACCURATELY l"ROF'ORTIONED MEASURING CONTAINER SUCH A& A WHEELBARROW. MIXING THE 6ACl<FILL MIX OUTSIDI= OF A CONTAINER OR ON Ol"EN G,ROI.ND ADJACENT TO PLANT FITS IS NOT ACCEPTAeLe. LtlU5ED excAvATeD SOIL SHALL 6E CLEANED UF AND DISPOSED OF OFF-SITE. PLANTING PLANTING TA6LETS PLANTING TAeLl=TS &HALL 61= FLACl=D IN MID-Dl=PTH IN l=ACH PLANTING HOLE AT THE FOLLOWING RATE, 1-!:, GRAM T AeLl=T l"ER LINl=R AND PLAT SIZE PLANT. 1-21 GRAM TA6Ll=T Pl=R GALLON CONTAINER 3-21 GRAM TAeLETS Pl=R & GALLON CONTAINl=R. -4-21 GRAM T AeLl=TS PER IS GALLON CONTAINER. 1-21 GRAM TA6LET PER EACH -4 INCH OF eox SIZE. PLANTING OF CiROUND COYl=l'!S ALL GROUND COVER PLANTS SHALL 6E EVENLY SPACED TO FRODUCE A LNIFOF!M El'f'ECT AND &TAGGEl'!ED IN ROWS AT THE INTERVALS INDICATED ON THE DRAWINGS. PLANTS SHALL 6E MULCHED A& S!=l:Clf'll=D AND WATei.ED IMMEDIATELY AFTER PLANTING OFERATIONS ARE COMPLl=TeD, AND 501L &HALL 6E KeFT CONTINIJALL Y MOIST 6Y WATERING AS OFTEN AS REQUIRED. MULCHING AND FIRST WATERING SHALL 6E DON!= IN CONJUNCTION WITH THE PLANTING. 61JT NOT LATER THAN THE 5AME DAY THE PLANTS ARE PLANTED. THE c.ROUNDCOYER PLANTS SHALL 6E PLANTED Sl.Fl=ICll=NTL Y DEl=F TO COVER ALL MOTS AND A e, GRAM PLANTING T AeLET SHALL 6E PLACED IN EACH PLANTING HOLE AND Sl-lALL 6E IMMEDIATELY SPRINKLED AFTER PLANTING UNTIL THE ENTli.E Ai.EA IS SOAKED TO THE FULL Dl=PTH OF ALL HOLi=&. THE GoROIJNDCOVER PLANTING. Ai.EAS s+-IALL 6E HAND SMOOTHED AFTER PLANTING TO PROVIDE AN EVEN, SMOOTH FINAL FINISH GRADE. INSTALL A 3' LAYl=R OF BARK l"lJLCH IN ALL NON-TUF<F PLANTING AREAS WITH A SLOP!= LE5S THAN 3, I. l"RUNING PRUNING AFTl=R PLANTING. SHALL 6E REGll.JIRED ON ALL TREl=S, &HRU6S, AND VINES WHEN NECl=5SAF!Y TO PROVIDI= THE SPECIFIED OR APPROVED STANDARD SHAPES, FOF!M AND/Ofi: SIZES CHARACTERISTIC TO EACH PLANT. l"RUNING MAY INCLUDE THINNING, TOPPING, AND/OR CUTTING AND Sl-lALL 6E LNDl=R THE DIRECTION OF THE LANDSCAPE ARCl-llTECT. CUTS OVER 3/-4 INCH IN DIAMETER &HALL 6E FAINTED WITH AN APPROVED TRI=!= &eALANT. HERBICIDE APPLICATION l"RE-l=MEl'<GENCI= HERBICIDE &HALL 6E APPLll=D TO GoROUND COVER Ai.EA& ONLY AND IN ACCORDANCE WITH MANUl'AClURER'S 51"ECll'ICATIONS. DO NOT APPLY IN LAWN ARE:A&. LANDSCAPE ARCHITECT SHALL 6E NOTlf'll=D AND PRESENT AT THE TIME OF APPLICATION. HERBICIDI= SHALL 6E APPLIED 6Y AN HERBICIDE APPLICATOR LICEN&l:D 6Y THI= STATE OF CALIFORNIA. HEADER INSTALLATION HEADERS SHALL ee INSTALLl=D AT THE LOCATIONS ON THI= PLAN PRIOR TO PLANTING. INSTALL Pl=R MANUl'AC1Ui.ER'S Rl=COMMENDATIONS. 6ARK MULCHING ALL AREA& TO i.ECEIVE 5HRJ65 AND G,ROI.NDCOVERS SHALL 61= MULCHED 6Y COVERING. THE ENTIRE SURl'ACE OF THE Fl.ANTING AREA WITH A THREE INCH (3") DEEP MINIMUM LAYER OF 6A!ol< MULCH. CLl=AN-UF CLEAN-UP Sl-lALL 6E MADE AS EACH POF!TION OF WORK PROa.RES5ES. REFUSI= AND exceee DIM SHALL 6E Rl=MOYED FROM THE SITE, ALL WALKS AND FAYING. &HALL 6E BROOMED OR WASHED DOWN, AND ANY DAMAG,E SUSTAINED ON THE WORK OF OTHERS SHALL 6E i.EFAl!<ED TO ORIGINAL CONDITIONS. AT FREQUENT INTERVALS, AND AT ALL TIMES WHEN DIRECTED 6Y THE OWNER. THE CONTF!ACTOR SHALL Rl=MOVE AND DISPO&I: OF ACCUMULATIONS OF RIJ661&H AND Dl=6RIS OF ALL KINDS. AT THE TIME OF COMPLETION, THE ENTIRE SITE SHALL 6E CLEARED OF TOOLS, EQUIPMENT, Rue615H, ETC., ALL OF WHICI-! Sl-lALL eE REMOVED FROM THE SITE, AND THI= l=NTIRI= PROJl=CT, INCLUDING SURROUNDING FREHISl=S, SHALL 6E LEFT IN PROPER, CLEAN CONDITION READY FOR ACCl=FT ANCE. FINAL 06SERVATION PRIOl'i: TO ACCEPTANCE THE CONTRACTOR &HALL REGll.Jl=ST A PINAL INSPl=CTION TO 6EGIN THE PLANT l=STA6Ll5HMENT Pl=RIOD AFTER ALL PLANTING AND RELATED wo,;K .J.IAVE 6EEN COMPLETED IN ACCORDANCE WITH THE CONTF!ACT DOCUMENTS. A 'PUNCH LIST' WILL 6E DEVELOl"ED BY THE OWNER AND LANDSCAPE ARCHITeCT AT THIS TIME. ANY ITEMS DEEMED NOT ACCEPT AeLE 6Y THE LANDSCAPE ARCl-llTECT OR OWNER Sl-lALL 6E REWORKED TO THE COMPLETE SATl5FACTION OF LANDSCAPE ARCl-llTECT AND OWNER. MAINTl=NANCI= Pl=RIOD (PLANT l=STABLISHME:NT PERIOD) AFTl=R PLANTING. IS COMPLl=TED, A Fll=LD NOTIFICATION WILL 6E IS5UED TO THE CONTRACTOR TO E5TAeLl5H THE Ef'f'ECTIVE 6EGINNING DATE OF THE PLANT ESTA6Ll5HMENT PERIOD. THE Fl.ANT l=STA6Ll5HMENT PERIOD SHALL 6E FOR A Pl=RIOD OF 31Z> CALENDAR DAYS AND &HALL 6E l=XTENDl=D 6Y THE LANDSCAPI= ARCHITECT If' THE PLANTED Ai.EAS Ai.E 1~11 Ml l=RL Y MAINTAINl=D, Al I RECIA6LE PLANT REPLACEMENT 15 REQUIRED, OR OTHER =RRECTIVE WORK BECOMES NECESSARY. THE CONTRACTOR Sl-lALL 61= i.ESPONSI6LE FOR ADDITIONAL MAINTENANCE OF THE WORK AT NO CHANG,E IN CONTF!ACT FRICI= UNTIL ALL OF THE WORK 15 COMPLl=TeD AND ACCl=FT A6LE. THE CONTRACTOR SHALL CONTINIJOU5L Y MAINTAIN ALL AREAS INCLUDl=D IN THE CONTRACT DURING THE ~55 OF THE WORK, THI= MAINTENANCI= Pl=RIOD, AND UNTIL FINAL ACCEPTANCE OF THE WORK. AFTEl't ALL WO!'<K INDICATED ON THE DRAWING.5 OR HEREIN SPECIFIED, INCLUDING, ALL PLANTING AND SEEDING., HA& eEEN COMPLETl=D, INSPECTED, AND APPAOVED 6Y THI= LANDSCAPI= ARCl-llTECT OR HIS REPRESENTATIVE, THE CONTRACTOR SHALL MAINTAIN ALL PLANTED ARl=A& 6Y MEANS OF CONTINIJOU5 WATERING, WEl=DING, CUL TIYATINGs, SPRAYING, MULCHING, TRIMMING., l=DG,ING, AND/OR ANY OPl=RATIONS NeCl=5SARY FOR THEIR CARE AND Ul"KEEI", FOR A PERIOD OF NOT LE5S THAN THIRTY (30) CALl=NDAR DAYS, excePT THAT THE MAINTENANCI= Pl=RIOD SHALL 6E l=XTENDED TO INCLUDI= THE TIME NeCl=SSARY TO MEl=T THE f<EQUIREMENTS FOR COMPLETION OF THE MAINTENANCE PERIOD HEREINAFTER SFECll'IED. ALL PLANTED AREA& SHALL 6E KePT FREI= OF DE6RIS, AND &HALL 6E CULTIVATED AND WEEDl=D AT NOT MORE THAN TEN Cle>) DAY INTERVALS. ALL PLANTS f'O\,,t,ID TO el= Dl=AD OR IN AN IMPAIRED CONDITION &HALL 6E i.EPLACl=D IMMl=DIATl=L Y. ANY REQUIRED f"Rl,jlNG OF PLANTS WILL eE Dl=SIGNATl=D l!IY THE LANDSCAPI= ARCHITeCT AT THE STAM OF THE PLANT ESTAeL15HMENT PERIOD AND THE CONTRACTOR SHALL f'ERl'Ol'<I I THE f"Rl,jlNG AS FAM OF THE PLANT l=ST ABLl5HMENT wo,;K. THE CONTF!ACTOR SHALL 6E RESPONSIBLE FOR MAINT AININGs ADEQUATE PROTECTION OF THE AREA&. DAMAG,ES AREA& &HALL 6E REPAIRED IMMl=DIATeL Y AT THE CONTRACTOR'S EXFEN5E. WHEN NeCESSARY TO Pl'liiEVENT PLANT DAMAC:,E PRO! I PEDESTRIAN TRAl'l"IC DURING THE INITIAL G,ROWING ST Ac::,E, THE CONTRACTOR SHALL l=RECT Tl=MPORARY PROTECTIVE FENCING TO 6E REMOYED AT THE l=ND OF THE PLANT ESTA6LISHME:NT Pl=RIOD. ALL PLANTED AREAS SHALL RECEIVE FEMILIZER APPLICATION OF SIX (I!>) FOUNDS PER 1.IZ)(l)(!') SQUARE FEl=T OF AMMONIUM FHOSPHATI= TWENTY-1:IGHT (26) DAYS FOLLOWING 6EGINNING OF MAINTENANCI= AND &HALL 6E THOROUG,HL Y WATERED IN. SPECIAL CARE SHALL eE TAKEN TO PREVENT WATER SPRAY ON WINDOWS, 61JILDING WALLS, PAVING, AND AUTOM061Ll=S. ALL FAYED Ai.EA& Sl-lALL el= KePT CONTINUOU5L Y CLl=AR OF MUD, Dl=6RIS AND FUDDLl=S. HOeES, MAINTENANCE EQUIFMENT AND MATERIALS SHALL 6E NEATLY STORED WHEN NOT IN U5E IN AN AREA AUTHORIZED 6Y THE OWNER. MAINTENANCI= SUPl=RYISOR ON THE J06 SHALL 6E A COl•IPETENT ENGLISH-SPEAKING SUPl=RVISOR, EXPERIENCED IN LANDSCAPE MAINTENANCE AND CAPAeLE OF DISCUSSING MATTERS WITH THE OI-NER OR LANDSCAPI= ARCHITECT ON THE SITe. WCF<l:MEN SHALL PRESENT A NeAT APPEARANCE AT ALL TIMES AND SHALL CONDUCT ALL WORK OPl=RATIONS AND Dl=ALINGS WITH THE FU6LIC IN A DIPLOMATIC AND COURTEOUS MANNl=R WORKMEN SHALL 6E FULLY CLOTHED AT ALL TIMES IN DRESS SUIT A6LI= FOR THE J06. AT THE COMFLl=TION OF THE MAINTeNANCE PERIOD, ALL AREA& INCLUDED IN THE CONTF!ACT Sl-lALL 6E CLEAN AND FREE OF DE6RIS AND WEED&, ALL PLANT MATERIALS Sl-lALL 61: LIVE, HEALTHY, AND FREI= OF IM=E:STATIONS. COMPLETION ACCEFTANce, UPON COMPLl=TION OF THE PLANT ESTA6Ll&HMENT PERIOD, AND WITHIN TEN <le>) DAYS OF THE CONTRACTOR'S NOTIFICATION THAT THE INSTALLATION 15 COMPLETE, THE OWNER AND REQUIRED AGENCIES WILL INSPECT THE INSTALLATION, AND If' FINAL ACCEPTANCE 15 NOT GIVEN, WILL PREPARE A 'R>ICH Ll5T' WHICH, UPON COMPLETION 6Y THI= CONTRACTOR, WILL Sla.NIFY FINAL ACCEPTANCI= 6Y THI= OWNER. THIS FINAL ACCEPTANCE WILL 61: IN WRITING PROM THE OWNER NO ALLOWANCE FOR DEVIATION Fl'tOi-T THE PLANS OR SPECll'ICATIONS WILL 6E ALLOWED. AUTl-lORITY, THE OWNER OR LANDSCAPE ARCl-llTECT SHALL HAVE THE FINAL AUTHORITY ON ALL ITeMS OF THE PAOJECT. // AS BUIL TH REVIEIJED BY• LS-4 w~ ~ e-2~,e,e' INSPECTOR 7'Y DATE [s"Hm7 CITY OF CARLSBAD [SHEffs] l---t----+----------------t---t--;---r--1 ~ ENGINEERING DEPARTMENT ~ l----l--+-----------------1---+--t---t-----t \,~KDSCAP;- ,_ C l r,,1, ,., ....... I,-~~,..,! I ~ ~ LANDSCAPE 3916 Normol street U ~ ARCHITECTURE San Dloto, Ca 92103 ~ "'I + Phone, 16191 294-4477 llri: PLANNING Fa1e 16191 294-9965 KAWAMIO re M1KFP IBID+ AIIOa,\TD /A "-45-lJ//II.T'' DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA 1£ INITIAL DA TE INITIAL OTHER APPROVAL aTY APPROVAL IMPROVEMENT PLANS FOR: ENCINA ~IN WATER RECLAMATION PROGRAM, PHASE II 1W1N D RECYCLED WATER PUlitP STATION LANDSCAPE SPECIFICATIONS APPROVED _ ✓--::?:: WILLIAM E. PLUMMER ,4/d{cs • 7., ~•• • • • ....--~./~-~~l&lf- DEPUTY CITY ENGINEER PE 28176 EXP. 03-31-06 DATE D~ BY: DM I PROJECT NO. I DRAWING NO. ~~~ ~~: ;~ _ 3889 _ 409-6B / C Q. ~ ..J c., G) I CD (.) ~ 0 .,::. I .... 0 -c., N -CD C0 s ,( I + 0, ::, \;: m