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6922 PERMIT NUMBER 11- CO RTE_ PM AS-BUILT PLANS FOR ROADWAY GEOMETRIC AND ABOVE GROUND FEATURES CITY OF ENCINITAS STATE REPRESENTATIVE DATE U ) ENCINITAS SANITARY DISTRICT M 00 Chi Q PLANS FOR THE CONSTRUCTION OF �Nl LIVE N H AIN EWER PUMP ST ATI ON Cori IMPROVEMENT PROJECT M SHEET INDEX 76 VAI LEY �76 HE 9KE SHT DWG TITLE NO NO SHT DWG TITLE N , CENTER NO NO OCEANSID.E VISTA � PROJECT �� i 5 1 G1 TITLE, VICINITY MAP AND DRAWING INDEX 31 M1 PUMP STATION PLAN AT EL. +20.15' r8 R LOCATION 2 G2 ABBREVIATIONS 32 M2 PUMP STATION PLAN AT EL. -14.00' CARLSBAD MAR O `YOH OF"a 3 G3 CIVIL, GENERAL SYMBOLS, CONSTRUCTION NOTES 33 M3 PUMP STATION SECTIONS \ / ESCONDIDO IN-. R BRING R 4 G4 PIPING SYMBOLS, NOTES AND SCHEDULE 34 M4 PUMP STATION SECTIONS J RESERVOIR ```` ' SANTA 5 G5 EROSION CONTROL PLAN AND STORM WATER POLLUTION CONTROL NOTES AND DETAILS 35 M5 PUMP STATION SECTIONS \OGj, OO w acos VSABEL I A 36 M6 HVAC PLANS, SECTION AND DETAILS � I LEUCADIA ra 6 D1 EXISTING SITE AND DEMOLITION PLAN AND MITIGATION MEASURES JULIAN 37 M7 MECHANICAL DETAILS w w I Z 7 C1 SITE PLAN 38 M8 PIPE SUPPORT DETAILS ENCINITAS HODGES 8 C2 GRADING AND PAVING PLAN 5 O Y v LU I w SANTA FE RANCHO v a s RAMONA 39 E1 ELECTRICAL LEGEND C LU P CARDIFF BY 9 C3 YARD PIPING PLAN 40 E2 SINGLE LINE DIAGRAM, MAIN SWITCHBOARD AND MCC-A ELEVATIONS Q PROJECT THE SEA RANCHO Q RESERVOIR Uj D EGO 10 C4 PIPING PROFILES 42 E4 PUMP STATION POWER PLANS / SITE ELECTRICAL SITE PLAN \�� L SOLANA BERNARDO 41 E3 BEACH 11 C5 PIPING PROFILES s DEL MAR a POWAY 12 C6 CIVIL DETAILS 43 E5 PUMP STATION SIGNAL PLANS PENASOUITOS 79 44 E6 PUMP STATION LIGHTING PLANS 9 4� PACIFIC 13 Al FLOOR PLANS I EL -14.00 D R AND EL +20.15 ti J B^" 45 E7 PUMP STATION ROOF PLAN AND SCHEDULES O P / 3050 MANCHESTER AVE. mcEere ercnRiTa" LAGUNA 14 A2 BUILDING SECTION AND ROOF PLAN 46 ES ELEMENTARY DIAGRAMS /�C ;ENCINITAS, CA. 92007 RESERV IR RESERVOIR BIG OCEAN MIRAMAR COQ r _ 15 A3 BUILDING ELEVATIONS 47 E9 ELECTRICAL DETAILS J \ v LAKESIDE U l�(�� 16 A4 DOOR AND FINISH SCHEDULE 101 LA JOLLA SANTEE 48 1 1 INSTRUMENTATION LEGEND PACIFIC \ sr DESCANSO 17 A5 BUILDING DETAILS sz 49 1 2 PROCESS AND INSTRUMENTATION DIAGRAM - PUMP STATION ALPINE 18 S1 STRUCTURAL GENERAL NOTES, SPECIAL INSPECTION AND TESTING AND ABBREVIATIONS 50 13 PROCESS AND INSTRUMENTATION DIAGRAM -CHEMICAL FEED SYSTEM OCEAN PACIFIC BEACH � PINE 19 S2 STRUCTURAL CONCRETE GENERAL NOTES AND TYPICAL DETAILS I 51 14 INSTRUMENTATION DETAILS 5 E CAJON VALLEY ! 20 S3 STRUCTURAL CONCRETE GENERAL NOTES AND TYPICAL DETAILS II MISSION BEACH 52 15 SCADA BLOCK DIAGRAM _I s LA RESER OIR 21 S4 STRUCTURAL CONCRETE UNIT MASONRY NOTES AND TYPICAL DETAILS RIVER I` OCEAN BEACH o SAN MESA Q 22 S5 STRUCTURAL GALVANIZED STEEL STAIR TYPICAL DETAILS 53 L1 LANDSCAPE CONSTRUCTION PLAN 94 DIEGO 23 S6 PUMP STATION FOUNDATION AND FLOOR PLANS 54 L2 IRRIGATION LEGEND AND NOTES 24 S7 PUMP STATION ROOF FRAMING PLAN 55 L3 IRRIGATION NOTES POINT NATIONAL titoRErvn I LOMA CITY SNEETWATER BhRRETT RESERVOIR 25 S8 PUMP STATION SECTIONS 56 L4 IRRIGATION PLAN / m 54 RESERVOIR 26 S9 PUMP STATION SECTIONS CORONADO 57 L5 IRRIGATION DETAILS I 75 LAKE 27 S10 EMERGENCY STORAGE BASIN FOUNDATION PLAN 58 L6 IRRIGATION DETAILS II fD NE�ENA CHU VISTA 94 28 S11 EMERGENCY STORAGE BASIN ROOF DECK PLAN 59 L7 IRRIGATION DETAILS 111 NtA \ SA d I_Ow R 29 S12 EMERGENCY STORAGE BASIN SECTIONS OT"` 60 L8 PLANTING LEGEND AND NOTES US ° Res 30 S13 STRUCTURAL DETAILS IMPERIAL CAMPO 61 L9 PLANTING PLAN BEACH — TECATE — —o MILES 62 L10 PLANTING DETAILS o c 5 - LOCATION MAP tAPaROxI N — — 63 TC1 TRAFFIC CONTROL PLAN -STAGE 1 M E I C O 64 TC2 TRAFFIC CONTROL PLAN - STAGE 2 TIJUANA SCALE: N.T.S. CODE STATEMENT DECLARATION OF RESPONSIBLE CHARGE DECLARATION OF RESPONSIBLE CHARGE a VICINITY MAP w THE PLANS OF THIS PROJECT SHALL COMPLY WITH THE FOLLOWING CURRENT I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I I HEREBY DECLARE THAT I AM THE LANDSCAPE ARCHITECT OF WORK FOR THIS Y CODES, AS OF THE FIRST DAY OF 2010: HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS A) THE 2007 EDITION OF THE CALIFORNIA BUILDING CODE (CBC) ADOPTS THE DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, 2006 INTERNATIONAL BUILDING CODE (IBC)AND THE 2007 CALIFORNIA DESIGN IS CONSISTENT WITH CURRENT STANDARDS. AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. AMENDMENTS. B) THE 2007 EDITION OF THE CALIFORNIA ELECTRICAL CODE (CEC)ADOPTS THE I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY DEFERRED SUBMITTAL STATEMENT 2005 NATIONAL ELECTRICAL CODE (NEC)AND THE 2007 CALIFORNIA THE CITY OF ENCINITAS AND THE SAN DIEGO COUNTY DEPARTMENT OF THE CITY OF ENCINITAS AND THE SAN DIEGO COUNTY DEPARTMENT OF AMENDMENTS. ENVIRONMENTAL HEALTH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ENVIRONMENTAL HEALTH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE IN ACCORDANCE WITH THE 2007 CBC SECTION A106.3.4.2 SUBMITTAL DOCUMENTS C) THE 2007 EDITION OF THE CALIFORNIA MECHANICAL CODE (CMC) ADOPTS ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. ME, AS LANDSCAPE ARCHITECT OF WORK, OF MY RESPONSIBILITIES FOR PROJECT FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OR THE 2006 UNIFORM MECHANICAL CODE (UMC)AND THE 2007 CALIFORNIA DESIGN. ENGINEER OF RECORD WHO SHALL REVIEW THEM AND FORWARD THEM TO THE AMENDMENTS. KENNEDY JENKS CONSULTANTS BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THEY HAVE BEEN D) THE 2007 EDITION OF THE CALIFORNIA PLUMBING CODE (CPC)ADOPTS THE 10920 VIA FRONTERA, SUITE 110 GARBINI 8 GARBINI LANDSCAPE ARCHITECTURE REVIEWED AND THAT THE ENGINEER OF RECORD HAS FOUND THEM TO BE IN 2006 UNIFORM PLUBING CODE (UPC)AND THE 2007 CALIFORNIA SAN DIEGO, CA 922127 (88558)676-3620 715 "S STREET, SUITE 307 GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE DEFERRED AMENDMENTS. /°` `T "' 9 SAN DIEGO, CA 92101 19)232-474 , FAX (619)232-4510 3 SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE DESIGN AND SUBMITTAL E) THE 2007 EDITION OF THE CALIFORNIS FIRE CODE (CFC)ADOPTS THE 2006 BY: DATE: Z �� ID o DOCUMENTS HAVE BEEN APROVED BY THE BUILDING OFFICIAL. THE FOLLOWING INTERNATIONAL FIRE CODE (IFC)AND THE 2007 CALIFORNIA AMENDMENTS. BY: �'V �KC---1�� DATE: CLAN bettors you DEC VERIFY SCALES ITEMS WILL BE DEFINED AS DEFERRED SUBMITTAL ITEMS: F) THE 2008 EDITION OF THE CALIFORNIA ENERGY EFFICIENCY STANDARDS. ry d Avoid cutting underground RICE NO.: `• D 9 7 EXP. DATE: Z• 3 I I l 5'3 C — I L GGGr A utility lines. Irs costly. RLA NO.: Z cola EXP. DATE: 41--440--+e- - BAR IS ONE INCH ON 1. DRAWINGS AND STRUCTURAL CALCULATIONS FOR EQUIPMENT ANCHORAGE Call ORIGINAL DRAWING �,�� ACCORDANCE WITH SPECIFICATION SECTION 01190 p m 0 I � r IF NOT ONE INCH ON C OR THIS SHEET, ADJUST COUNTY OF SAN DIEGO OFE /p q o 1-800-227-2600 SCALES ACCORDINGLY SAN ELIJO JOINT POWERS AUTHORITY SAN DIEGUITO WATER DISTRICT OWNER: T DEH CONTROL # Department of Environmental Health �P• r �� Land and Water Quality Division City Of Encinitas � w No. C24087N gym+ Kennedy/Jenks Consultants 2984 is for Dual Plumbing 505 South Vulcan Avenue 04- Exp.12 31 11 * 00 co San Via , California,Suite 110 2985 is for Irrigation /?-�5-v0 Encinitas CA 92024-3633 s clv�31 �P g San Diego, California, 92127 g �_ (858)-676-3620 i0 1 N% GLENN LEEKS Date (760) 633-2600 gTFOFCAU� N 0 0887113 Y "" DA APPROVED BY DATE Environmental Health Specialist 1 2 , 1 3 • �� o REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE DESIG C.YOUNG L. MARX B.THOMAS APPROVALS CITY O F E N C 1 N ITAS DRAWING NO. THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS (v y. PLANS PREPARED UNDER SUPERVISION OF RECOM�MTF/,f��p.E,p-, AP VED WORK PROJECT NO. CCE04F SURVEY CONTROLPOINTSSDI C I SHOWNDDRECORD OF City \ / (/ �/�_ OLIVENHAIN - SURVEY OUTHERLY EDGE 3.CONCR CONCRETE SLAB OF THE LIVENH IN ,, ., DATE BY: By SEWER PUMP STATION IMPROVEMENT PROJECT 0 SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP HORIZONTAL AS SHOWN f December 9, 2010 w p0 STATION,LOCATED ON THE NORTH SIDE OF MANCHESTER _ of LEROY BODAS PETER COTA ROBLES _ I U) AVE 65 FEET INTERSTATE HIGHWAY EEWAY ' MATT A. TEBBETTS R.C.E. NO. : C24087 R.C.E. NO. 2 12 R.C.E. NO. 52176 TITLE, VICINITY MAP AND DRAWING INDEX NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. VERTICAL AS `SHOWN - �,''.� ELEVATION=34.664 NAVD 88 `�- Encinitas ENGINEER EXP. 12/31/11 DATE: 12114110 DATE: SHEET 'I OF 64 CITY DRAWING NO. CS-610 PERMIT NUMBER 11- ABBREVIATIONS CO RTE_ PM AS-BUILT PLANS FOR ROADWAY GEOMETRIC AND ABOVE GROUND & AND CFM CUBIC FEET PER MINUTE EMERG EMERGENCY HR HOUR MV MUD VALVE PVI POINT OF VERTICAL INTERSECTION FEATURES L ANGLE CFS CUBIC FEET PER SECOND ENCL ENCLOSURE HRL HANDRAIL MW MONITORING WELL PVT POINT OF VERTICAL TANGENCY ± APPROXIMATELY CH CHAMBER ENGR ENGINEER HTR HEATER N NORTH PWWF PEAK WET WEATHER FLOW @ AT CHAN CHANNEL ENTR ENTRANCE HVAC HEATING, VENTILATING &AIR CONDITIONING (N) NEW PVMT PAVEMENT STATE REPRESENTATIVE DATE CENTERLINE CHEM CHEMI (-CAL,-STRY) EP EDGE OF PAVEMENT HVY HEAVY N/A NOT APPLICABLE PWR POWER DEFLECTION CHKD CHECKERED EPA ENVIRONMENTAL PROTECTION AGENCY HW HOT WATER NAT G, NG NATURAL GAS Q. FLOW OR DISCHARGE ° DEGREE CI CAST IRON EQ EQUAL (-LY) HWD, HDWD HARDWOOD N.C. NORMALLY CLOSED = EQUALS CIP CAST IRON PIPE EQUAL. EQUALIZATION HWL HIGH WATER LEVEL NE NORTHEAST R RISER FOOT CIRC CIRCULA(-R,-TION) EQUIP. EQUIPMENT HWY HIGHWAY NEUT NEUTRAL R, RAD RADIUS T TIMER; TIME > GREATER THAN CIRCUM CIRCUMFERENCE EST ESTIMATE (-D) HYD HYDRAULIC NF NEAR FACE RC REINFORCED CONCRETE T/ TOP OF 1. INCH CISP CAST IRON SOIL PIPE ETC ET CETERA HZ HERTZ NGVD NATIONAL GEODETIC VERTICAL DATUM RCP REINFORCED CONCRETE PIPE TAN. TANGENT(-IAL) 0 PHASE CKT CIRCUIT EUC EUCALYPTUS I & C INSTRUMENTATION AND CONTROLS NIC NOT IN CONTRACT RD ROAD TB THRUST BLOCK < LESS THAN CL,0 CENTERLINE EXC EXCAVATE N ..O NORMALLY OPEN REC RECEIVING ID INSIDE DIAMETER TBM TEMPORARY BENCH MARK # NUMBER CL2 CHLORINE EXH EXHAUSTER (-S) NO NUMBER RECIRC RECIRCULAT(-E, -ION) IE INVERT ELEVATION . T& B TOP & BOTTOM % PERCENT CLASS. CLASSIFICATION EXIST., (E) EXISTING I.F. INSIDE FACE NOM NOMINAL RED. REDUCE(-R) TC TOP OF CURB 2X DOUBLE CONTAINED PIPE CLG CEILING EXP EXPANSION IN 3 CUBIC INCHES NORM NORMAL REF REFERENCE TCV TWIN ELEMENT CHECK VALVE CLOS CLOSET EXP JT EXPANSION JOINT NRS NON-RISING STEM REFR REFRIGERATOR A AREA IN 2 SQUARE INCHES (VALVE) TDH TOTAL DYNAMIC HEAD AB ANCHOR BOLT(-S) CLR CLEAR (-ANCE) EXT EXTERIOR IN INCH (-ES) NT NORMALLY THROTTLED REG REGULAT(-E, -OR, -ION, -ING) TEL, TELE TELEPHONE ABAN ABANDON ED CM 3 CUBIC CENTIMETER EVC END OF VERTICAL CURVE INFL, INF INFLUENT NTS NOT TO SCALE REINF REINFORC(-E, -ED, -ING, -MENT) TEMP TEMPERATURE ( ) ABS ABSOLUTE CM 2 SQUARE CENTIMETER EW EACH WAY INSTR INSTRUMENT NV NEEDLE VALVE REL RELATIVE TEMPY TEMPORARY CM CENTIMETER NW NORTHWEST REQD REQUIRED TERM. TERMINAL; TERMINATION \v� A.B.S. ACRYLONITRILE-BUTADIENE-STYRENE °F DEGREE FAHRENHEIT INSUL INSULAT(-E,-ION) REQT REQUIREMENT CMC CEMENT MORTAR COATED NWL NORMAL WATER LEVEL AC ACRE FT FEET, FOOT INT INTERIOR T & G TONGUE & GROOVE CML CEMENT MORTAR LINED RES, RSVR RESERVOIR A.C. ASBESTOS CEMENT FA FIRE ALARM INV INVERT OA OVERALL THK THICK F CON, -ENER, -NESS) RESIL RESILIENT A/C ASPHALT CONCRETE FAI FRESH AIR INTAKE IPS INTERNATIONAL PIPE STANDARD OBD OPPOSED BLADE DAMPER TOC TOP OF CONCRETE CML&C CEMENT MORTAR LINED & COATED CMP CORRUGATED METAL PIPE REV REVISION ACOUS ACOUSTICAL FB FLAT BAR IW INDUSTRIAL WASTES OC ON CENTER TOD TOTAL OXYGEN DEMAND RH RIGHT HAND CMU CONCRETE MASONRY UNIT(-S) n- ACT. ACTIVATE FC FLEXIBLE COUPLING O/C OPEN/CLOSE SERVICE RM ROOM T.O.P. TOP OF PAVEMENT CNTR COUNTER JAN JANITOR ADDL, ADDIT ADDITIONAL FCA FLANGED COUPLING ADAPTER OD OUTSIDE DIAMETER TOPO TOPOGRAPHY JB, J-BOX JUNCTION BOX RWD REDWOOD CNTRSK COUNTERSUNK ADJ ADJUST(-ED,-M ENT,-ABLE) FCO FLOOR CLEANOUT JST JOIST R/W RIGHT-OF-WAY. OF. OUTSIDE FACE TOS TOP OF STEEL; TOP OF SLAB ADJT ADJACENT CO CLEANOUT FD FLOOR DRAIN CO2 CARBON DIOXIDE OF. OVERFLOW T.O.W. TOP OF WALL JT JOINT RTE RETURN ADWF AVERAGE DRY WEATHER FLOW FDC FIRE DEPARTMENT CONNECTION OFF. OFFICE RTE ROUTE T-=S TYPE_SUPPORT AF ACRE-FEET C.O.D. CHEMICAL OXYGEN DEMAND FE FIRE EXTINGUISHER KG KILOGRAM, KNIFE GATE OFS OUTSIDE FACE OF STUD RT RIGHT T P TYPE _ PIPE AFD ADJUSTABLE FREQUENCY DRIVE COL COLUMN FF FAR FACE, FINISH FLOOR KIP ONE THOUSAND POUNDS O.H. OVERHEAD RR RAILROAD TYP TYPICAL AGG AGGREGATE COMM COMMUNICATION FG FLAP GATE Km KILOMETER OL OVERLOAD TURB TURBIDITY COMP COMPRESSOR KV KILOVOLTS RPM REVOLUTIONS PER SECOND AIR-CON AIR CONDITION (-ER,-ING) FH FIRE HYDRANT OPNG OPENING RPM REVOLUTIONS PER MINUTE TS, T'STAT THERMOSTAT AIRVAC AIR AND VACUUM VALVE CONC CONCRETE FL FLOW LINE KVA KILOVOLT-AMPERES OPP OPPOSITE RND ROUND TRTMT TREATMENT AL. ALUM. ALUMINUM COND CONDENSATE FM FLOW METER KW KILOWATT ORIG ORIGINAL TRANSV TRANSVERSE ALT ALTERNAT(-E -IVE) CONN CONNECT(-S,-ION) FOS FACE OF STUD L LENGTH; LITER OS&Y OUTSIDE SCREW& YOKE (RISING STEM-VALVE) S SOUTH: SLOPE T-R THROUGH ROOF ALTD ALTITUDE CONST CONSTRUCT (-ION) FRC FLEXIBLE RUBBER COUPLING LAB LABORATORY OSHA OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION SAN SANITARY TR TREAD(-S) ANC ANCHOR CONST JT,CJ CONSTRUCTION JOINT FRP FIBERGLASS REINFORCED PLASTIC LAM LAMINATE OZ OUNCE(-S) SARV SEWAGE AIR RELIEF VALVE TP TELEPHONE POLE ANSI AMERICAN NATIONAL STANDARD INSTITUTE CONT CONTINU (-ED,-OUS,-ATION) FAB FABRICATE(-D) LAT LATERAL SAW SEWAGE AIR/VACUUM RELIEF VALVE P PIPE UG UNDERGROUND CONTR CONTRACTOR SCAV SEWAGE COMBINATION AIR VALVE APPROX APPROXIMAT(-E,-LY) FAC FACTORY LAV LAVATORY PC PIECE UGE UNDERGROUND ELECTRIC COORD COORDINATE SCFM STANDARD CUBIC FEET PER MINUTE ARCH. ARCHITECT (-URAL) FACIL FACILITY (-IES) LB POUND(-S) P.C. POINT OF HORIZONTAL CURVE UH UNIT HEATER COR CORNER SCHED, SCH SCHEDULE ARV AIR RELEASE VALVE FDR FEEDER L/D LITERS PER DAY PCC POINT OF COMPOUND CURVE UPR UPPER CORR CORRUGATED SD STORM DRAIN ASB ASBESTOS FDN FOUNDATION LDG LANDING PCF POUNDS PER CUBIC FEET COUPCPLG COUPLING SE SOUTHEAST V VOLT ., ASHRAE AMERICAN SOCIETY OF HEATING, FFSD FIRST FLUSH STORM DRAIN LE LIFTING EYE PCO PRESSURE CLEANOUT CP CONTROL PANEL SEC SECOND(-S, -ARTY) VAC VACUUM REFRIGERATING &AIR CONDITIONING FIG. FIGURE LEL LOWER EXPLOSION LIMIT pD PROCESS DRAIN ENGINEERS CPVC CHLORINATED POLYVINYL CHLORIDE FILT FILTER LF LINEAR FEET SECT SECTION(-S) VAR VARIABLE PDV PLUG DRAIN VALVE ASPH ASPHALT C/S, CS CONSTANT SPEED FIN, FINISH(-ED) LG LONG SED SEDIMENTATION V.A.T. VINYL ASBESTOS TILE CT COURT P.E. PLAIN END SEW. SEWER VC VERTICAL CURVE ASST ASSISTANT FIN. GD FINISH GRADE LIST LIGHT PE, POLY POLYETHYLENE CTR CENTER SG SLUICE GATE VCP VITRIFIED CLAY PIPE ASTM AMERICAN SOCIETY FOR TESTING FLASH. FLASHING LH LEFT HAND PEN. PENETRATION CTS CATHODIC TEST STATION SHT, SH SHEET VEL VELOCITY AND MATERIALS FLEX. FLEXIBLE LIQ LIQUID PERF PERFORAT(-E, -ED, -ES, -ATION) CV CHECK VALVE SI SIDEWALK INLET VERT VERTICAL ATM ATMOSPHERE (14.7 LB/IN SQ) FLG FLANGE(-D) LL LIVE LOAD CW COLD WATER PF PROFILE SIG SIGNAL VERTS VERTICAL BARS AWG AMERICAN WIRE GAUGE FLR FLOOR LLV LONG LEG VERTICAL PG PRESSURE GAUGE CWT ONE HUNDRED POUNDS SIM SIMILAR VEST. VESTIBULE AWWA AMERICAN WATER WORKS ASSOCIATION FLUOR FLUORESCENT LO LIVE OAK PH PIPE HANGER VOL VOLUME CY CUBIC YARD SL SLUDGE AUX AUXILIARY FOB FLAT ON BOTTOM LOC LOCATION AVE AVENUE D DRAIN FOT FLAT ON TOP LONG. LONGITUDINAL PHMS PAN HEAD MACHINE SCREW S02 SULFUR DIOXIDE VPI VERTICAL POINT OF INTERSECTION P.I. POINT OF HORIZONTAL INTERSECTION SP STATIC PRESSURE V/S, VS VARIABLE SPEED AVG AVERAGE DBL DOUBLE FREQ FREQUENCY LP LOW POINT P & ID PROCESS (OR PIPING) & INSTRUMENTATION SP GR SPECIFIC GRAVITY VT VENT AVV AIR AND VACUUM VALVE DEG DEGREE(-S) FT 3 CUBIC FEET LPG LIQUIFIED PETROLEUM GAS (PROPANE OR DIAGRAM DEMO, (D) DEMOLISH FT 2 SQUARE FEET BUTANE AS NOTED) SPC SPACE W WIDTH, WIDE; WEST BARM BARMINUTOR PIV POST INDICATOR VALVE SPCD SPACED BC BEGINNING OF HORIZONTAL CURVE DET, DTL DETAIL(-S) FTG FOOTING LS LIMIT SWITCH W/ WITH BGV BALL CHECK VALVE DF DOUGLAS FIR, DRINKING FOUNTAIN FURN FURNACE LT LEFT P.L., P/L PROPERTY LINE SPCNG SPACING WC WATER CLOSET BD BOARD DGRM DIAGRAM FURR FURRING LTG LIGHTING PL, P PLATE SPCS SPACES W CL WATER COLUMN DI DUCTILE IRON FUT, (F) FUTURE LWL LOW WATER LEVEL PLAS PLASTER SPEC SPECIFICATIONS WD WOOD BF BLIND FLANGE BFP BACKFLOW PREVENTEft PLY. PLYWOOD SQ SQUARE WH WATER HEATER (M) MODIF (-Y, -IED) DIA DIAMETER FWD FORWARD PNL PANEL SQ FT, SF SQUARE FEET WM WATER METER BFV BUTTERFLY VALVE DIAG DIAGONAL(-S) GA GAUGE M3 CUBIC METERS BHP BRAKE HORSEPOWER DIAPH DIAPHRAGM GAL GALLON (-S) M2 SQUARE METERS P.O.T POINT OF TANGENCY SQ IN SQUARE INCHES W/O WITHOUT BIO BIOFILTER DIM. DIMENSION(-S) PP PAGES, PERSONEL PROTECTION SRG SINGLE RUBBER GASKET JOINT WP WEATHERPROOF GALV GALVANIZE(-D) M METER DIP DIP DUCTILE IRON PIPE P.P. POWER POLE SS SANITARY SEWER WS WELDED STEEL BI BIOLOGICAL . . ., GASO GASOLINE MACH. MACHINE PPB PARTS PER BILLION SS 304 STAINLESS STEEL TYPE 304 WST WATERSTOP BITU TUM BITUMINOUS DIR DIRECTION GC GROOVED COUPLING MATL MATERIAL DISCH DISCHARGE PPM PARTS PER MILLION SS 316 STAINLESS STEEL TYPE 316 WT WEIGHT BL BUILDING LINE GDL GROUND LEVEL MAX MAXIMUM PR PAIR ST STREET WTR WATER BLDG BUILDING DIST DISTRIBUTION GEN GENERATOR MB MACHINE BOLT P.R. PULL RING STA STATION WW WATER WASTE < BLK BLOCK(-S) DN DOWN GENL GENERAL MCC MOTOR CONTROL CENTER PRESS. PRESSURE STD STANDARD °D BLKG BLOCKING D.O. DISSOLVED OXYGEN GL GLASS MECH MECHANICAL WWF WELDED WIRE FABRIC v PRFV PRESSURE RELIEF VALVE STIFF STIFFEN (-ER) WWM WELDED WIRE MESH DR DOOR ro BM BEAM GLV GLOBE VALVE MET. METAL PRV PRESSURE REDUCING VALVE STL STEEL DRG DOUBLE RUBBER GASKET JOINT YD 3 CUBIC YARD ° B.M. BENCH MARK GLL GLASS LINED MFR MANUFACTURER CN PRI PRIMARY STM STEAM BOD 5 BIOCHEMICAL OXYGEN DEMAND (5 DAY) DS DOWN SPOUT GND GROUND MG MILLIGRAMS YD 2 SQUARE YARD PROJ PROJECT(-ION) STN STAINLESS CUP DUPLEX YD YARD BOT BOTTOM GPD GALLONS PER DAY M.G. MILLION GALLONS PROP. PROPERTY STOR STORAGE r BRG BEARING DWG(S) DRAWING(-S) GPH GALLONS PER HOUR MGD MILLION GALLONS PER DAY YR YEAR PROT PROTECTOR STRUCT STRUCTUR(-E. -AL) BS BLACK STEEL DWS DISTRIBUTOR WASHING SYSTEM GPM GALLONS PER MINUTE MG/L MILLIGRAMS PER LITER x PRS PRESSURE SNUBBER SUB SUBNATANT XFMR TRANSFORMER � BSMT BASEMENT E EAST GR GRAM MH MANHOLE PRV PRESSURE REDUCING VALVE SUBM SUBMISSION (SUBMIT) BTU BRITISH THERMAL UNIT EA EACH GIRL GUARDRAIL MIL(S) 1/1000 INCH PS PIPE SUPPORT SUCT SUCTION Y BTWN BETWEEN EC END OF HORIZONTAL CURVE GS GALVANIZED STEEL MIN MINIMUM, MINUTE PSF POUNDS PER SQUARE FEET SUP SUPERNATANT BV BALL VALVE ECC ECCENTRIC GV GATE VALVE MISC MISCELLANEOUS PSI POUNDS PER SQUARE INCH SUPP SUPPORT(-S) BVC BEGINNING OF VERTICAL CURVE ECD EPDXY COATED GYP BD GYPSUM BOARD MJ MECHANICAL JOINT PSIA POUNDS PER SQUARE INCH ABSOLUTE SURF. SURFACE °C DEGREES CELSIUS (CENTIGRADE) EF EACH FACE; EXHAUST FAN H HIGH ML MILLILITER(-S) (PRESSURE ABOVE VACUUM) SUSP SUSPEND(-ED) C CONDUIT EFFIC EFFICIENCY HB HOSEBIBB MM MILLIMETER(-S) PSIG POUNDS PER SQUARE INCH-GAUGE SV SOLENOID VALVE CAB. CABINET EFFL, EFF EFFLUENT HC HEAT CONSERVATION MODIF MODIFICATION(-S) (PRESSURE ABOVE ATMOSPHERE) SW SOUTHWEST; SWITCH CAV COMBINATION AIR VALVE EGL ENERGY GRADE LINE HDPE HIGH DENSITY POLYETHYLENE MON MONUMENT P.SL. PIPE SLEEVE SWBD SWITCHBOARD CB CATCH BASIN E.L. EPDXY LINED HGL HYDRAULIC GRADE LINE MPH MILES PER HOUR P.STA. PUMP STATION S/W SIDEWALK CC CENTER TO CENTER EL, ELEV. ELEVATION HGR HANGER MT MOUNT P. SW. PRESSURE SWITCH SWGR SWITCHGEAR CEM CEMENT ELB, ELL ELBOW HGT, HT HEIGHT MTD MOUNTED PT POINT SYM SYMMETRICAL CEN CENTRAL EL&C EPDXY LINED& COATED HM HOLLOW METAL MTG MOUNTING PV PLUG VALVE CF CUBIC FEET ELEC ELECTRIC (-AL) HORIZ HORIZONTAL MTR MOTOR P.V.C. POINT OF VERTICAL CURVE 3 ELEM ELEMENTARY HP HORSEPOWER MUL MULLION PVC POLYVINYL CHLORIDE N 0 b HPT H.P. HIGH POINT c°" `�Or° you ° ° VERIFY SCALES cD Avoid cutting underground utility lines.It's costly. BAR IS ONE INCH ON h Call ORIGINAL DRAWING Co 0 ® 1 y IF NOT ONE INCH ON L c QROF m OR THIS SHEET, ADJUST ~� Bg� qty^ r 1-800-227-2600 SCALES ACCORDINGLY Co w No. C240870 m Co Kennedy/Jenks Consultants * Exp.12 31 „ San Diego, California, 921270 �gleoFCP�� \P N (858)-676-3620 0 0887113 IZ• IS-�� p 0 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE C.YOUNG I L. MARX I B.THOMAS APPROVALS CITY OF ENCINITAS DRAWING NO. THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS City PLANS PREPARED UNDER SUPERVISION OF RECOMM I ED APP D WORK PROJECT NO. CCE04F OLIVENHAIN v SURVEY CONTROL POINT"1044"AS SHOWN ON RECORD OF =*' v nn'' SURVEY 18416.A3.5"BRASS DISC IN THE MIDDLE OF THE ASSHOWN -<,° �" t' DATE :December 9, 2010 BY: ,�- BY: �,. l SEWER PUMP STATION IMPROVEMENT PROJECT G' 2 ° SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP HORIZONTAL STATION,LOCATED ON THE NORTH SIDE OF MANCHESTER of MATT A. TEBBETTS LEROY BODAS PETER COTA ROBLES AVE.,65 FEET WESTERLY OF THE CENTER OF THE AS SHOWN - R.C.E. NO. : C24087 R.C.E. NO. 223 R.C.E. NO. 52176 ABBREVIATIONS NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. VERTICAL ELEVATION=34.664 NAVD 88 "^eask-` Encinitas ENGINEER EXP. 12/31/11 DATE: �� w DATE: L � �O SHEET 2 OF 64 CITY DRAWING NO. CS-610 PERMIT NUMBER I I- CIVIL/GENERAL SYMBOLS CO RTE PM B. NOTIFICATIONS BM AS-BUILT PLANS FOR ROADWAY FIRE PROTECTION WATER (EXISTING) BENCH MARK STRUCTURE OR PIPE (NEW) 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE GEOMETRIC AND ABOVE GROUND B-10 PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE SEWER (EXISTING) SOIL BORING, IDENTIFICATION NUMBER Y ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. FEATURES . STORM DRAIN (EXISTING) TP-10 STRUCTURE OR PIPE (EXISTING) a. SEWER - ENCINITAS SANITARY DISTRICT/CITY OF SOLANA BEACH SOIL TEST PIT, IDENTIFICATION NUMBER b. GAS & ELECTRIC- SAN DIEGO GAS & ELECTRIC ok 09 09 It 09 09 It WATER LINE (EXISTING) MW C. WATER- OLIVENHAIN MUNICIPAL WATER DISTRICT 811 OR (800) 227-2600 1 STATE REPRESENTATIVE DATE MONITORING WELL, IDENTIFICATION NUMBER A DEMOLITION d. TELEPHONE - AT&T (DIG ALERT) RECLAIMED WATER (EXISTING) e. CABLE TV- COX COMMUNICATIONS/TIME WARNER CABLE SPOT ELEVATION / 10.35 D f. RECLAIMED WATER- SAN ELIJO JOINT POWERS AUTHORITY GAS LINE (EXISTING) O CONCRETE IN SECTION 2. THE CONTRACTOR SHALL GIVE 48 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)633-2770. TELEPHONE LINE (EXISTING) ELECTROLYSIS TEST STATION Oi ETS ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. WATER METER ® WM STEEL IN SECTION 3. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT(USA) AT 811 OR (800)227-2600 NOT LESS THAN ELECTRICAL LINE (EXISTING) TWO (2)WORKING DAYS PRIOR TO CONDUCTING ANY EXCAVATION WORK ON THIS PROJECT. THIS REQUIREMENT PRESSURE REDUCING VALVE SHALL EXTEND TO EXCAVATION WORK CONDUCTED WITHIN THE PUBLIC RIGHT-OF-WAY AND TO EXCAVATION CABLE TV (EXISTING) WOOD IN SECTION WORK CONDUCTED ON PRIVATE PROPERTY. CROSSING UTILITIES (EXISTING) FIRE DEPT. CONNECTION GRATING IN PLAN C. GRADING FENCE X X FIRE HYDRANT 1. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PROPERTY LINE/RIGHT-OF-WAY UTILITY BOX (AS LABELED) ■ CHECKERED PLATE IN PLAN PONDING OF WATER. HE/SHE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS CONTRACTORS WORK AREA LIMITS WA POWER POLE -� UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. IxN GRAVELED AREA IN PLAN CENTERLINE - _ STREET LIGHT OR SECTION 2. ALL AREAS TO BE FILLED SHALL BE PREPARED PROPERLY AND FILLED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. Y t ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE STREET LIGHT AND TRAFFIC SIGNAL SAND UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL CULVERT WITH END SECTIONS GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 YARD LIGHT HANDRAIL OR GUARDRAIL PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER, AND COMPACT THE FILL IN STRICT V� v WATER SURFACE TRAFFIC SIGNAL BRICK OR CONCRETE BLOCK IN SECTION ACCORDANCE WITH SPECIFICATIONS AND THE PROJECT GEOTECHNICAL REPORT. n, _ _ _ _ _ _ _ _ _ _ TELEPHONE RISER Q T RISER 3. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM GRADE CHANGE LINE ECOLOGY PAVER APRON CROSS SECTIONS AS DIRECTED BY THE ENGINEER. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, GUY ANCHOR ( PLANTED, AND TRIMMED OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS, AND OTHER WASTE RIDGE LINE \ MATTER EXPOSED ON EXCAVATION OR EMBANKMENT SLOPES, WHICH ARE LIABLE TO BECOME LOOSENED, SHALL BE FLOW LINE CATCH BASIN ® CB GRADE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE.GRADED SLOPE TOE �-�_� DROP INLET FILL ! III-III III 4. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED AND HAULED OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE CLEAN OUT O CO ASPHALT CONCRETE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND DITCH OR SWALE (IN PLAN) CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. DRIVEWAY ASPHALT CONCRETE 5. ALL EXCAVATIONS GREATER THAN FIVE (5) FEET SHALL REQUIRE SHORING. THE SHORING SHALL BE DESIGNED BY A / CONTOUR MAJOR (NEW) 110 - � / / / � / /� STRUCTURAL ENGINEER OR CIVIL ENGINEER WHO IS LICENSED TO PRACTICE STRUCTURAL/CIVIL ENGINEERING IN THE (IN SECTION) � STATE OF CALIFORNIA. THE SHORING SHALL BE DESIGNED USING THE PARAMETERS CALLED OUT IN THE PROJECT CONTOUR MINOR (NEW) HANDICAP ACCESS RAMP GEOTECHNICAL REPORT. SHORING DESIGNER SHALL INCORPORATE CONCLUSIONS/RECOMMENDATIONS IN THE PROJECT SECTION OR DETAIL REFERENCE METHODS FIOR SHORING.INTO THEIR SHORING DESIGN, INCLUDING CONCLUSIONS ON DRIVEN OR VIBRATED INSTALLATION CONTOUR MAJOR (EXIST) CURVE NO. 14 CONTOUR MINOR (EXIST) SURVEY PANEL SECTION (LETTER) D. EROSION CONTROL A DETAIL (NUMERAL) (SEE SHEET G5 FOR EROSION CONTROL AND STORM WATER POLUTION CONTROL NOTES) MONUMENT OR SURVEY POINT Q M2 DISCIPLINE DESIGNATION USED ONLY WHEN GOING E. CONTRACTOR'S RESPONSIBILITIES SECTION CORNER OUTSIDE DISCIPLINE DRAWING NUMBER ELEVATION MARK REFERENCED ON DRAWN ON 1. THE CONTRACTOR SHALL ENFORCE ALL SAFETY MEASURES. THE CONTRACTOR SHALL CONSTRUCT AND MAINTAIN ALL (REFERENCE) NOTES: SAFETY DEVICES AS APPROVED BY THE CITY ENGINEER, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE, AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS, AND REGULATIONS. ELEVATION MARK 1. THIS IS A GENERALIZED LEGEND SHEET. THIS CONTRACT MAY NOT USE ALL INFORMATION SHOWN. (DESIGN) -� �- 2. INFORMATION SHOWN MAY NOT BE ALL INCLUSIVE. SEE ALSO ABBREVIATIONS, G2. 2. CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY A. GENERAL FLAG NOTE AND NOT BE LIMITED TO NORMAL WORKING HOURS. 3 THE CONTRACTOR SHALL BE RESPONSIBLE FOR MONUMENTATION AND/OR ANY BENCHMARKS WHICH WILL BE DISTURBED 1 ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 12. LOCATION AND ELEVATION OF IMPROVEMENTS SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF THE OR DESTROYED BY CONSTRUCTION SUCH POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE (2009 EDITION), THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS, THE SAN DIEGO AREA REGIONAL STANDARD IMPROVEMENTS. CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES MONUMENTATION SET BY THE STATE OF CALIFORNIA LICENSED LAND SURVEYOR OR A STATE OF CALIFORNIA REGISTERED DRAWINGS (APRIL 2006 EDITION). CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS (MAY 2006 EDITION), INTERNATIONAL SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING. A CORNER RECORD OR RECORD OF SURVEY, AS BUILDING CODE (IBC-2006 EDITION), CALIFORNIA BUILDING CODE (2007 EDITION), W.A.S. STANDARDS, AND PROJECT SPECIFICATIONS. LOCATION OF EXISTING FACILITIES. APPROPR IATE, SHALL BE FILED BY THE CALIFORNIA LICENSED LAND SURVEYOR OR CALIFORNIA REGISTERED CIVIL ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. ENGINEER, AS REQUIRED BY THE LAND SURVEYORS ACT. 13. A. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY PRIOR TO STARTING WORK NEAR UTILITY FACILITIES 2. THE SOIL REPORT TITLED"GEOTECHNICAL INVESTIGATION PROPOSED SEWER PUMP STATION IMPROVEMENTS, OLIVENHAIN SEWER AND SHALL COORDINATE SAID WORK WITH UTILITY REPRESENTATIVES. 811 OR 1-800-227-2600 (DIG ALERT) 4. THE LOCATION OF EXISTING BUILDINGS SHOWN ON THESE PLANS IS APPROXIMATE. PUMP STATION," PREPARED BY LEIGHTON CONSULTING, INC., DATED SEPTEMBER 11. 2008, SHALL BE CONSIDERED AS A PART OF THESE CONTRACT DOCUMENTS. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS B. THE CONTRACTOR SHALL NOTIFY THE AT&T PRIOR TO STARTING WORK NEAR UTILITY FACILITIES AND SHALL COORDINATE SAID 5. THE CONTRACTOR IS RESPONSIBLE TO POTHOLE AND LOCATE ALL EXISTING SUBSURFACE UTILITIES PRIOR TO THE START CONTAINED IN SAID REPORT. WORK WITH COMPANY REPRESENTATIVES. 1-619-574-2816 OF DEMOLITION OR CONSTRUCTION. ANY EXISTING UTILITIES THAT REQUIRE REMOVAL OR RELOCATION SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY AGENCY PRIOR TO THE BEGINNING OF CONSTRUCTION. IF DURING 3. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. C. THE CONTRACTOR SHALL NOTIFY THE OLIVENHAIN MUNICIPAL WATER DISTRICT PRIOR TO STARTING WORK NEAR OLIVENHAIN POTHOLING THE CONTRACTOR DISCOVERS A POTENTIAL CONFLICT BETWEEN PROPOSED UTILITIES AND EXISTING MWD FACILITIES AND SHALL COORDINATE SAID WORK WITH DISTRICT REPRESENTATIVES. 1-760-753-6466 UTILITIES, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CITY. THE CONTRACTOR SHALL ALLOW AMPLE TIME FOR 4. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTION REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING REVISIONS TO BE MADE TO THE PLANS TO AVOID CONFLICTS PRIOR TO THE START OF UTILITY INSTALLATION. OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO THE SATISFACTION OF THE ENGINEER. D. THE CONTRACTOR SHALL NOTIFY THE COX COMMUNICATIONS PRIOR TO STARTING WORK NEAR DISTRICT FACILITIES AND SHALL COORDINATE SAID WORK WITH UTILITY REPRESENTATIVES. 1-760-806-2016 6. THE CONTRACTOR SHALL REQUEST MARKOUT OF EXISTING UNDERGROUND UTILITIES BY CALLING THE LISTED REGIONAL a 5. THE CONTRACTOR SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED DURING NOTIFICATION CENTER FOR AN INQUIRY IDENTIFICATION NUMBER AT LEAST THREE (3) DAYS PRIOR TO START OF ANY o CONSTRUCTION SHALL BE REESTABLISHED AND REPLACED BY A CALIFORNIA REGISTERED CIVIL ENGINEER OR A CALIFORNIA E. THE CONTRACTOR SHALL NOTIFY THE SAN ELIJO JPA(SEJPA) PRIOR TO STARTING WORK NEAR AGENCY FACILITIES (RECLAIMED CONSTRUCTION. LICENSED LAND SURVEYOR TO THE SATISFACTION OF THE ENGINEER. WATER) AND SHALL COORDINATE SAID WORK WITH SEJPA REPRESENTATIVES. 1-760-753-6203 (EXT. 72 AND EXT. 77) ° 7. THE CONTRACTOR SHALL MAINTAIN A SET OF "AS-BUILT" DRAWINGS ON WHICH ALL CHANGES OR VARIATIONS IN THE WORK o 6. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE F. THE CONTRACTOR SHALL NOTIFY THE CITY OF SOLANA BEACH 1-858-755-2998, PRIOR TO STARTING WORK. INCLUDING UTILITIES, ARE TO BE RECORDED. A COPY OF SAID"AS-BUILT" DRAWINGS SHALL BE PROVIDED TO THE CITY OF N RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE, AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS, AND REGULATIONS. ENCINITAS WHEN REQUESTED. O G. THE CONTRACTOR SHALL NOTIFY THE TIME WARNER CABLE 1-760-438-7741. PRIOR TO STARTING WORK 7 GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE 8. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) NOTE: THE CONTRACTOR SHALL BE REQUIRED TO OBTAIN A x CONDUCTED BETWEEN THE HOURS OF 4:00 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS, AND CITY RECOGNIZED HOLIDAYS. H. THE CONTRACTOR SHALL CONTACT SAN DIEGUITO WATER DISTRICT 1-760-633-2709, PRIOR TO STARTING WORK. PERMIT FROM OSHA PRIOR TO COMMENCING CONSTRUCTION OF TRENCHES OF EXCAVATIONS WHICH ARE 5 FOOT OR DEEPER AND INTO WHICH A PERSON IS REQUIRED TO DECEND. 8. THE STRUCTURAL SECTION OF ALL RESURFACING SHALL BE IN ACCORDANCE WITH THE CITY OF ENCINITAS ENGINEERING STANDARDS 14. THE CONTRACTOR SHALL PROTECT EXISTING LANDSCAPING AND IMPROVEMENTS REMAINING IN PLACE. UNLESS SHOWN SPECIFICALLY Y AND AS APPROVED BY THE CITY ENGINEER. SIX (6) INCHES OF CLASS II AGGREGATE BASE IS REQUIRED UNDER ALL NEW CURBS AND HEREIN, NO LANDSCAPING OR IMPROVEMENTS SHALL BE DAMAGED OR REMOVED PRIOR TO APPROVAL OF THE CITY. F. IMPROVEMENTS GUTTERS. 15. EXCEPT WHEN WORK IS BEING DONE ON DRIVEWAY, THE CONTRACTOR SHALL MAINTAIN ACCESS TO PRIVATE DRIVEWAYS AT ALL 1. A PERMIT SHALL BE OBTAINED FROM THE ENCINITAS ENGINEERING SERVICES DEPARTMENT FOR ANY WORK WITHIN THE 9. APPROVAL OF THESE CONTRACT DOCUMENTS DOES NOT CONSTITUTE APPROVAL OF ANY WORK OUTSIDE THE PROJECT BOUNDARY. TIMES. STREET RIGHT-OF-WAY AT NO COST TO THE CONTRACTOR. A CALTRANS ENCROACHMENT PERMIT(DOUBLE PERMIT) SHALL BE OBTAINED BY THE CONTRACTOR FROM CALTRANS FOR ANY WORK WITHIN CALTRANS RIGHT OF WAY. 10. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT-OF-WAY SHALL BE CONSTRUCTED, CONNECTED, AND TESTED PRIOR TO 16. ALL PRIVATE IMPROVEMENTS IN THE PUBLIC RIGHT-OF-WAY DESIGNATED TO BE REMOVED SHALL BE SALVAGED AND RETURNED TO THE CONSTRUCTION OF BERM, CURB, CROSS CUTTER, AND PAVING. PROPERTY OWNER. ALL PRIVATE IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT-OF-WAY, THAT ARE NOT DESIGNATED TO BE REMOVED, THAT ARE DAMAGED DURING CONSTRUCTION OF THE PROJECT, SHALL BE REPAIRED BY THE CONTRACTOR AT NO COST TO THE CITY. G. FIRE DEPARTMENT 11. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON THESE PLANS WERE OBTAINED FROM A BASE UTILITY MAP AND A SEARCH OF THE AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE. HOWEVER, THE CONTRACTOR IS 17, THE CONTRACTOR SHALL NOTIFY AND OBTAIN APPROVAL OF THE CITY ENGINEER PRIOR TO MAKING CHANGES IN THE FIELD. PRIOR TO DELIVERY OF COMBUSTIBLE BUILDING CONSTRUCTION MATERIALS TO THE PROJECT SITE ALL OF THE FOLLOWING REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE EXISTING FACILITIES SHOWN HEREON AND OTHERS WHICH ARE CONDITIONS SHALL BE COMPLETED TO THE SATISFACTION OF THE FIRE DEPARTMENT: NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 18. NOTES AND DETAILS ON THE PLANS SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES IN CASE OF CONFLICT. 1. ALL WET AND DRY UTILITIES SHALL BE INSTALLED AND APPROVED BY APPROPRIATE DEPARTMENT OR AGENCY. rn 19. THE CONTRACTOR SHALL MAINTAIN ADEQUATE DUST CONTROL MEASURES THROUGHOUT THE DURATION OF THE PROJECT CONSTRUCTION. PROJECT SITE MAINTENANCE SHALL CONFORM TO SECTION 7-8 OF THE STANDARD SPECIFICATIONS FOR PUBLIC 2. FIRE LANE OR ACCESS ROADS SHALL HAVE THE FOLLOWING AS A MINIMUM, THE FIRST LIFT OS ASPHALT PAVING SHALL BE IN °°o Call before you Dap VERIFY SCALES WORKS CONSTRUCTION (2009 EDITION). PLACE TO PROVIDE A PERMANENT ALL WEATHER SURFACE FOR EMERGENCY VEHICLES; OR, PROVIDE A LETTER FROM A C Avoid cutting underground LICENSED CIVIL ENGINEER THAT STATES OTHER ROAD SURFACE WILL SUPPORT WEIGHT OF FIRE APPARATUS (75,000 LBS)AS utility lines. It's costly. 20. MATERIAL OR DEBRIS SHALL NOT BE STORED OR REMAIN ON THE PUBLIC RIGHT OF WAY WITHOUT APPROVAL OF THE CITY ENGINEER IS CONSIDERED AN ALL-WEATHER SURFACE FOR TEMPORARY USE NOT TO EXCEED 60 DAYS. BAR IS ONE INCH ON r� Call ORIGINAL DRAWING 3. ALL FIRE HYDRANTS SHALL BE INSTALLED, IN SERVICE AND ACCEPTED BY THE FIRE DEPARTMENT AND APPLICABLE WATER o l 21. THE CONTRACTOR SHALL MAINTAIN ACCESS TO THE CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) DETENTION BASIN AT DISTRICT. CFC SECTION 501.4. 6 0 ® 1 ALL TIMES, UNLESS OTHERWISE APPROVED BY CALTRANS. r 0/^ AN APPROVED SET OF PLANS (BUILDING, FIRE SPRINKLER, FIRE ALARM, ETC.) SHALL BE IN THE JOB SITE DURING CONSTRUCTION. IF NOT ONE INCH ON NO INSPECTIONS WILL BE MADE WITHOUT COMPLIANCE WITH ABOVE. CBC SECTION 108. ROf S o OR THIS SHEET, ADJUST �� p. EBg m w No. C24087 ^� 00 1-800-227-2600 SCALES ACCORDINGLY �y FlN m Kennedy/Jenks Consultants * Exp.12 31 11 10920 Via Frontera, Suite 110 r CIV San Diego, California, 92127 gTFOFC SN (858)-676-3620 0887113 /z•/�./jj o REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE C.YOUNG Y L. MARX B.THOMAS APPROVALS CITY O F ENCINITAS DRAWING NO. 0 THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS city PLANS PREPARED UNDER SUPERVISION OF RECOMM DE APP VED WORK PROJECT NO. CCE04F OLIVENHAIN U SURVEY CONTROL POINT"1044"AS SHOWN ON RECORD OF SURVEY 18416.A3.5"BRASS DISC IN THE MIDDLE OF THE HORIZONTAL AS SHOWN ) ,, DATE :December 9, 2010 BY. By_ SEWER PUMP STATION IMPROVEMENT PROJECT G3 LL SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP (n STATION,LOCATED ON THE NORTH SIDE OF MANCHESTER of LEROY BODAS PETER COTA ROBLES �+ AVE.,65 FEET WESTERLY OF THE CENTER OF THE MATT A. TEBBETTS R.C.E. NO. : C24087 R.C.E. NO. 22 2 R.C.E. NO. 52176 CIVIL, GENERAL SYMBOLS. NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. VERTICAL AS SHOWN ELEVATION=34.664NAVD 88 Encinitas ENGINEER EXP 12/31/11 DATE: � �'� �� DATE: CONSTRUCTION NOTES SHEET 3 OF 64 CITY DRAWING NO. CS-610 PERMIT NUMBER 1I- GENERAL PIPING NOTES PIPE SYMBOLS VALVE SYMBOLS Co RTE PM AS-BUILT PLANS FOR ROADWAY 1. INFORMATION PROVIDED ON THIS SHEET ARE MINIMUM REQUIREMENTS. REFER TO THE DESCRIPTION SINGLE LINE DOUBLE LINE DESCRIPTION SINGLE LINE DOUBLE LINE GEOMETRIC AND ABOVE GROUND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. FEATURE 2. LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS. MINIMUM EXISTING PIPE — GATE VALVE COVER SHALL BE T-0" UNLESS OTHERWISE SHOWN. NEW PIPE 4— GLOBE VALVE STATE REPRESENTATIVE DATE 3. SIZE OF FITTINGS SHOWN ON DRAWINGS SHALL CORRESPOND TO ADJACENT STRAIGHT .\�\ RUN OF PIPE, UNLESS OTHERWISE INDICATED. TYPE OF JOINT AND FITTING MATERIAL PIPE TO BE REMOVED \ \�C.\\\C� <$c�cSc, PLUG VALVE O f SAN DIEGUITO WATER DISTRICT SHALL BE THE SAME AS SHOWN FOR ADJACENT STRAIGHT RUN OF PIPE. RECYCLED WATER STANDARD PLAN NOTES 4. NUMBER OF PIPE HANGERS AND PIPE SUPPORTS SHOWN IS ONLY APPROXIMATE. FINAL FLANGED, WELD NECK ��— SWING CHECK VALVE �� 1) ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE "RULES AND REGULATIONS FOR RECYCLED WATER SERVICE WITHIN THE SAN DIEGUITO SUPPORT REQUIREMENTS SHALL BE DETERMINED IN THE FIELD AND APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. MAXIMUM SPACING SHALL BE SPECIFIED. FLANGED, SLIP ON I BALL CHECK VALVE —f-- WATER DISTRICT." 5. APPROPRIATE STANDARD WALL PIPE DETAIL SHALL BE USED WHEREVER PIPING PASSES SCREWED OR SOCKET WELD I 2) DRINKING FOUNTAINS AND DESIGNATED EATING AREAS SHALL BE PROTECTED FROM SPRAY OF RECYCLED WATER. BEST MANAGEMENT � BUTTERFLY (FLANGED) —� ��— �� PRACTICES SHALL BE USED TO MINIMIZE RECYCLED WATER ENCROACHMENT ON PUBLIC FACILITIES SUCH AS PICNIC TABLES, BARBECUES, FROM A STRUCTURE TO BACKFILL. PLAYGROUNDS, ETC. 6. ALL FLEXIBLE CONNECTORS OR FLANGED COUPLING ADAPTERS SHALL BE PROVIDED BELL & SPIGOT BUTTERFLY (WAFER) 3) BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE PONDING, RUN-OFF, OVER-SPRAY AND MISTING. WITH THRUST TIES, BLOCKS, OR ANCHORS, UNLESS OTHERWISE NOTED. THRUST MECHANICAL JOINT —��— PROTECTION SHALL BE ADEQUATE FOR TEST PRESSURES SPECIFIED. BALL VALVE � — } 4) HOSE BIBBS ARE STRICTLY PROHIBITED UNLESS DESIGNED AND OPERATED IN A MANNER ACCEPTABLE TO THE DISTRICT AND SAN DIEGO COUNTY 7. SYMBOLS, LEGENDS, AND PIPE IDENTIFICATIONS SHOWN SHALL BE FOLLOWED DEPARTMENT OF ENVIRONMENTAL HEALTH. ELBOW- STRAIGHT DIAPHRAGM VALVE - Q THROUGHOUT THE DRAWINGS. ALL OF THE ITEMS SHOWN ARE NOT NECESSARILY USED 5) ON-SITE CROSS CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE LINES ARE STRICTLY PROHIBITED. IN THE PROJECT. 8. ALL PIPING WITH UNRESTRAINED JOINTS, SHALL BE PROVIDED WITH THRUST ELBOW- REDUCING � CAPILLARY CONTROL 4 6) NO SUBSTITUTIONS OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE SAN DIEGUITO WATER DISTRICT. PROTECTION AT ALL DIRECTION CHANGES. UNLESS OTHERWISE NOTED. SEE THRUST Y VALVE 7) ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER SAN DIEGUITO WATER DISTRICT RULES AND REGULATIONS. DETAILS AND NOTES ON DRAWINGS. lL��dl CONTROL VALVE C+ (ELEVATION) 8) HOURS FOR IRRIGATION WITH RECYCLED WATER ARE FROM 10:00 P.M. TO R A.M. THE HOURS FOR IRRIGATION WITH DISINFECTED TERTIARY 9. NUMBER AND LOCATION OF UNIONS SHOWN ON DRAWINGS ARE ONLY APPROXIMATE. ELBOW- DOWN RECYCLED WATER MAY BE MODIFIED BY LOCAL AUTHORITY. IRRIGATION DURING PUBLIC USE PERIODS WITH DISINFECTED TERTIARY RECYCLED PROVIDE ALL UNIONS NECESSARY TO FACILITATE CONVENIENT REMOVAL OF VALVES CONTROL VALVE WATER SHALL BE UNDER THE SUPERVISION OF THE DESIGNATED USER SUPERVISOR. AND MECHANICAL EQUIPMENT. (PLAN) O ELBOW- UP 0+_ 9) BURIAL OF ALL WIRING AND PIPING SHALL BE PER SAN DIEGUITO WATER DISTRICT RULES AND REGULATIONS. 10. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PERFORMING THE CONNECTION OF THE PIPING AND ASSOCIATED APPURTENANCES INSTALLED UNDER 10) NON-DESIGNATED USE AREAS SHALL PROTECTED FROM CONTACT WITH RECYCLED WATER, WHETHER WINDBLOWN SPRAY OR DIRECT THIS CONTRACT TO THE EXISTING PIPING AND FACILITIES, AND TO THE WORK OF OTHER PRESSURE RELIEF VALVE APPLICATION THROUGH IRRIGATION OR R OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM CONTRACTORS. CROSS (ELEVATION) OPERATION, IS STRICTLY PROHIBITED. 11. PRIOR TO SUBMITTING PIPING DRAWINGS FOR ANY NEW PIPE THAT IS TO CONNECT TO PRESSURE RELIEF VALVE 11) IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO PREVENT OVER-SPRAYING ON SIDEWALKS, STREETS AND NON-DESIGNATED USE AN EXISTING PIPE OR STRUCTURE, THE CONTRACTOR SHALL EXPOSE THE EXISTING PIPE REDUCER --�— — (PLAN) AREAS. OR STRUCTURE TO VERIFY ITS EXACT LOCATION, SIZE, MATERIALS. AND INVERT ELEVATIONS. HB 12) RECYCLED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR USE ON RECYCLED WATER DISTRIBUTION SYSTEMS (SPIKES NOT TEE HOSE BIBB --�Q INTERCHANGEABLE WITH POTABLE WATER QUICK COUPLER SPIKES) PER SAN DIEGUITO WATER DISTRICT RULES AND REGULATIONS. 12. ALL PIPING IS TO BE PAINTED AND LABELED UNLESS NOTED OTHERWISE. LABELING SHALL INCLUDE FLOW DIRECTION ARROW AND PIPE USE. 13) ALL RECYCLED WATER APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR-CODED PURPLE PER AWWA GUIDELINES AND SECTION 116815 OF THE CALIFORNIA HEALTH AND SAFETY CODE. 13, ALL PIPING UNDER STRUCTURES TO BE CONCRETE ENCASED UNLESS NOTED TEE - DOWN T F- OTHERWISE. 14) ALL IRRIGATION PIPES SHALL BE STENCILED WITH THE WARNING "NON-POTABLE OR RECYCLED WATER", COLOR-CODED PURPLE AND LAID WITH TEE - UP ACTUATOR SYMBOLS WARNING TAPE AND STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER SAN DIEGUITO WATER DISTRICT RULES AND REGULATIONS. 15) ON NEW ON-SITE SYSTEMS, POTABLE WATER, CONSTANT PRESSURE RECYCLED AND SEWER LINES SHALL BE PLACED A MINIMUM OF FOUR (4) FEET PIPING DESIGNATION UNION APART OR AS DIRECTED BY THE GOVERNING REGULATORY AGENCY. MEASUREMENTS SHALL BE BETWEEN FACING SURFACES, NOT PIPE CENTERLINES. CENTERLINE ELEVATION FLEXIBLE RUBBER MOTOR O (UNLESS NOTED OTHERWISE) CONNECTOR 16) CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST TWELVE (12) INCHES BELOW POTABLE WATER LINES AND SHALL MAINTAIN AT LEAST TWELVE (12) INCHES CROSSING SEPARATION BETWEEN OTHER UTILITIES. XXX.X XXX.X FLEXIBLE HOSE F�f SOLENOID S CONNECTOR 17) IF A CONSTANT PRESSURE RECYCLED WATER LINE MUST BE INSTALLED ABOVE A POTABLE WATER LINE OR LESS THAN TWELVE (12) INCHES BELOW 6 FLANGED COUPLING �_ AND REGULATIONS,LINE, THEN THE RECYCLED WATER LINE SHALL BE INSTALLED WITHIN AN APPROVED PROTECTIVE SLEEVE PER DISTRICT RULES RW 6" RW ADAPTER PNEUMATIC FLEXIBLE COUPLING - - 18) DEVELOPER/CONTRACTOR SHALL CONDUCT ACROSS-CONNECTION TEST AND COVERAGE TEST AS DIRECTED BY THE SAN DIEGUITO WATER PIPE USE, SEE PIPE SCHEDULE DISTRICT AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH PRIOR TO ANY USE OF RECYCLED WATER. DISASSEMBLING NOMINAL PIPE DIAMETER JOINT 19) THE REQUIRED CROSS-CONNECTION INSPECTION SHALL BE DONE BY EITHER THE SAN DIEGUITO WATER DISTRICT AND/OR THE SAN DIEGO COUNTY DJ ® DEPARTMENT OF ENVIRONMENTAL HEALTH F LOWM ETER SYMBOLS 20) THE DESIGN AND LOCATIONS PROPOSED FOR RECYCLED WATER"DO NOT DRINK" SIGNS SHALL BE CALLED OUT ON THE PLANS. FLOOR DRAIN O DESCRIPTION SINGLE LINE DOUBLE LINE 21) AN ON-SITE WATER SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE VALVE DESIGNATION CLEAN OUT PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/CROSS CONNECTION PROTECTION, THE SAN DIEGUITO WATER DISTRICT RULES AND MAGMETER REGULATIONS AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. RSl IN CASE OF EMERGENCY CONTACT-SCOTT CARR(SEJPA)AT 760-753-6203 EXT. 32 TURBINE METER �r AFTER HOURS CONTACT- RANCHO SANTA FE SECURITY AT 1-800-303-8877 ACTUATOR SYMBOL PIPE SUPPORT DESIGNATION VENTURI METER �� 22) ALL PUBLIC AND PRIVATE POTABLE WATER MAINS INCLUDING FIRE MAINS AND ANY WATER WELLS AND WATERCOURSES WITHIN THE RECYCLED WATER PROJECT SHALL BE SHOWN ON THE PLANS. FLO-DAR ULTRA SONIC METER 23) CALL OUT ON THE PLANS IF THERE ARE OR ARE NOT DRINKING FOUNTAINS AND/OR DESIGNATED OUTDOOR EATING AREAS ON THE SITE. TXXS PIPE SUPPORT DESIGNATION FV VALVE EQUIPMENT NUMBER, (TYPE XX SUPPORT) 24) EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECYCLED WATER. PERSONNEL MUST BE INFORMED N 101 CONTROL VALVES ONLY. SEE PIPE SUPPORT DETAILS THAT RECYCLED WATER IS MEANT FOR IRRIGATION PURPOSES ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES, HAND WASHING, FOR SPECIFIC REQUIREMENTS CLEANING OF TOOLS, ETC. o N 25) A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREAS IRRIGATED WITH RECYCLED WATER AND POTABLE WATER. v SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS. x Q PIPE AND VALVE SCHEDULE w Y PIPE VALVE ID DESCRIPTION SIZE SERVICE FLOW MATERIAL TYPE SYSTEM NOTES MATERIAL SERVICE BS BLACK AND CARBON STE B BURIED IN CONTACT WITH SOIL D DRAIN ALL B G PVC V-1 CISP CAST IRON SOIL PIPE C CONCRETE ENCASED IN CONTACT WITH CONCRETE D DRAIN ALL E/S G PVC V-6 CPVC CHLORINATED POLYVINYL CHLORINE E EXPOSED IN CONTACT WITH THE ATMOSPHERE D DRAIN ALL C G CISP N-3 CU COPPER S SUBMERGED CONTINUOUSLY OR INTERMITTENTLY IN CONTACT WITH WATER DWS DISTRIBUTER WASHING SYSTEM ALL B/C/E/S P SS W-1 B DI DUCTILE IRON FFSD FIRST FLUSH STORM DRAIN ALL B/C/E/S G PVC V-5 GS GALVANIZED STEEL FM FORCE MAIN ALL B P DI N-1 B HDPE HIGH DENSITY POLYETHYLENE FLOW FM FORCE MAIN ALL C/E/S P DI N-2 B PE POLYETHYLENE G GRAVITY PIPES FLOWING PARTIALLY FULL DUE TO GRAVITY FORCES FeC13 FERRIC CHLORIDE ALL B/C/E/S P CPVC V-9 D BURIED PIPING SHALL BE DOUBLE PP POLYPROPYLENE P PRESSURE PIPES WHICH ARE CONTINUOUSLY OR INTERMITTTENLY CONTAINED (2X) (PVC, V-1) PVC POLYVINYL CHLORINE FLOWING FULL DUE TO PUMPING OR GRAVITY FORCES 3 RCP REINFORCED CONCRETE PIPE o PD PROCESS DRAIN ALL B/C/E/S P PVC V-1 B SSP STAINLESS STEEL PIPE 0 PW POTABLE WATER <2" B/C/E/S P CU T-1 C VC VERTRIFIED CLAY C� Call before you Dap PW POTABLE WATER >2" B/C/E/S P PVC V-1 A WS WELDED STEEL Avoid cutting underground VERIFY SCALES utility lines. It's costly. RW RECYCLED WATER ALL B/C/E/S P PVC V-1 A BAR IS ONE INCH ON SD STORM DRAIN ALL B/C/E/S G RCP A-3 00 0 Call ORIGINAL DRAWING SS SANITARY SEWER ALL B/C/E/S G PVC V-5 W l S to 0 SUCT SUCTION ALL B P DI N-1 B 0 0 ® 1 SUCT SUCTION ALL C/E/S P DI N-2 B I'I ALL B/C/E P PVC V-6 �ON4! V VENT o IF NOT ONE INCH ON ��p.TEBB� Fy M OR THIS SHEET, ADJUST C, 1-800-227-2600 SCALES ACCORDINGLY N ^' CCD (* UNLESS NOTED OTHERWISE) No. C24087A A co Kennedy/Jenks Consultants o * Ex 31 11 * OD 10920 Via Frontera, Suite 110 gTfOFC FC \p AU� � San Diego, California, 92127 3 (858)-676-3620 X2. /3-/b 0887113 0 DESIGNED BY DRA HECKED REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE y APPROVALS CITY OF ENCINITAS DRAWING NO. C.YOUNG L. MARX B.THOMAS p THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS 'r Clty PLANS PREPARED UNDER SUPERVISION OF RECOMM APP D WORK PROJECT NO. CCE04F OLIVENHAIN 0 SURVEY 18416 CONTROL POINTSS DISC IN SHOWN THE NDD RECORD OF °.. �/�jj �f r <,� SEWER PUMP STATION IMPROVEMENT PROJECT LL SURVEY 18416.A 3.5"BRASS DISC IN THE MIDDLE OF THE AS SHOWN ` DATE :December 9, 2010 gy. ' `° _. BY: _ : G 4 cn SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP HORIZONTAL ( -. STATION,LOCATED ON THE NORTH SIDE OF MANCHESTER I 1^w �� LEROY BODAS PETER COTA ROBLES PIPING SYMBOLS NOTES AND SCHEDULE AVE.,65 FEET WESTERLY OF THE CENTER OF THE - MATT A. TEBBETTS C24O87 R.C.E. NO. 22,312 R.C.E. NO. 52176 -.yc R.C.E. NO. NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. VERTICAL AS `SHOWN .F 7`T ENGINEER �'"� �0 DATE: ELEVATION=34.664 NAVD 88 Encinitas EXP. 12/31/11 DATE: SHEET 4 OF 64 CITY DRAWING NO. CS-610 PERMIT NUMBER 11- CO RTE PM AS-BUILT PLANS FOR ROADWAY EROSION/SEDIMENTATION CONTROL (ESC) NOTES __ 4 CONIC STORM WATER POLLUTION CONTROL BMP NOTES RELATIVE GEOMETRIC AND ABOVE GROUND N TO CONSTRUCTION ACTIVITY FEATURES ji HDW(L MH 1. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, CONCRETE WASHOUT REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE -- , CONTRACTOR. ✓ / STATE REPRESENTATIVE DATE 1. CONTRACTOR SHALL ESTABLISH AND USE ADEQUATELY SIZED CONCRETE WASHOUT ARE 2. THE BOUNDARIES OF THE CLEARING LIMITS SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY. ^r `"` �� MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED / \ CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE CONTRACTOR OF ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE FOR THE DURATION OF CONSTRUCTION. WASHOUT LOCATION. T 3. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL N \♦ CONCRETE SITE ACCESS CONSTRUCTION NOTES CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT LADEN \/ CONTRACTOR STAGING _ ♦ 1. A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLE EGRESS WATER DOES NOT ENTER THE DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER STANDARDS. ` i \ CONSTRUCTION AND INGRESS TO PREVENT TRACKING DIRT OFF-SITE. THIS SHALL INCLUDE USING 4. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE MATERIAL SUCH AS GRAVEL AND/OR CORRUGATED STEEL PANELS/PLATES. go \ 1. CLEARING AND GRADING: LIMIT CLEARING AND GRADING TO LIMITS SHOWN ON CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED // CONSTRUCTION VEHICLES DRAWINGS. DO NOT INFRINGE ON ADJACENT PROPERTY. (E.G., ADDITIONAL SUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.)AS NEEDED FOR ♦ UNEXPECTED STORM EVENTS. / �/ \♦ 15 \ 1. A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR 2. COVER: IF AN AREA IS CLEARED, BUT NOT PERMANENTLY STABILIZED OR WILL 5. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED AS CONTRACTOR T CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT NOT BE AN ACTIVE CONSTRUCTION AREA FOR MORE THAN 15-DAYS,40 STAGING N° ` MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF-SITE. TEMPORARILY STABILIZE CLEARED AREA BY COVERING WITH MULCH OR PLASTIC. NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. \ 6. ANY AREA STRIPPED OF VEGETATION, INCLUDING ROADWAY EMBANKMENTS, WHERE NO FURTHER \,0000' ♦ EROSION CONTROL 3. FOR STABILIZED CONSTRUCTION ENTRANCE SPECIFICATIONS AND INSTALLATION WORK IS ANTICIPATED FOR A PERIOD OF 15 DAYS, SHALL BE IMMEDIATELY STABILIZED WITH THE ♦ DETAILS SEE CALTRANS CONSTRUCTION SITE BMP FACT SHEET TC-1. O APPROVED ESC METHODS (E.G., SEEDING, MULCHING, NETTING, EROSION BLANKETS, ETC.) ♦ N° 1. EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES, SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION 4. SWALE TO BE CONSTRUCTED AND PLANTED IN FIRST 30 DAYS OF 7. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER CONSTRUCTION. WITHIN FIFTEEN (15) DAYS. ` VEGETATION, AND BONDED FIBER MATRIX. -� 5. THE CALTRANS DETENTION BASIN MUST CONTINUE TO OPERATE EFFECTIVELY 8. THE ESC FACILITIES IN INACTIVE AREAS SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE ♦ STRAW BALE BARRIER ° 2. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. DURING CONSTRUCTION. THE CONTRACTOR IS NOT ALLOWED TO STAGE OR ♦ SEE CONSTRUCTION NOTE 6 \ STORE MATERIAL IN THE DETENTION BASIN. I` A MONTH OR WITHIN THE 48 HOURS FOLLOWING A STORM EVENT. 3. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE 9. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A LEASE PARCEL BOUNDARY CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION 6. FOR STRAW BALE BARRIER SPECIFICATIONS AND INSTALLATION DETAILS SEE CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. (11-SD-5-9(FLA)) ♦ MN° USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. CALTRANS CONSTRUCTION SITE BMP FACT SHEET SC-09. 10. STABILIZED CONSTRUCTION ENTRANCES AND VEHICLE WASH PADS SHALL BE INSTALLED AT THE ♦ 4. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS 7. FOR STORM DRAIN INLET PROTECTION SPECIFICATIONS AND INSTALLATION BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL DETAILS SEE CALTRANS CONSTRUCTION SITE BMP FACT SHEET SC-10. MEASURES MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE ` GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DURATION OF THE PROJECT. DECREASE EROSION. EROSION CONTROL ♦ 5 TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS POST CONSTRUCTION ♦ NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT GREG SHIELDS AT CITY OF ENCINITAS a \♦ PREVENTED BY PLANTED FAST-GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD 1. STABILIZE: PERMANENTLY STABILIZE EXPOSED AREAS BY LANDSCAPE PER (760) 633-2778. \ AND BIND THE SOIL. LANDSCAPE AND IRRIGATION DRAWINGS. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING EXISTING GENERATOR, 6. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND 2. REMOVE TEMPORARY FACILITIES: REMOVE ALL TEMPORARY EROSION/THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT ♦ TRANSFORMER AND \ GRADING ACTIVITIES ARE COMPLETE. SEDIMENTATION FACILITIES INCLUDING STABILIZED ENTRANCE AND ROADWAY LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. 0 CHEMICAL STORAGE TANK MATERIAL, CATCH BASIN FILTERS, AND SILT FENCE. PROTECT HEADWALL 7. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. p 3. THE CONTRACTOR SHALL PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP)AND EE CONSTRUCTION 3. SILT AND DEBRIS: CLEAN AND REMOVE ALL SILT AND DEBRIS FROM ALL AREAS OBTAIN APPROVAL FROM THE CITY ENGINEER PRIOR TO THE START OF ANY WORK. THE CONTRACTOR N(,TE 7(SIM) ON-SITE CONSTRUCTION MATERIAL STORAGE INCLUDING CATCH BASINS, PIPES, MANHOLES AND VALVE VAULTS. SHALL IMPLEMENT ALL STORM WATER BMP/EROSION CONTROL DEVICES CALLED OUT IN THE % EXISTING 1 1. STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE APPROVE SWPPP. DEVICES SHOWN IN THE SWPPP SHALL NOT BE MOVED OR MODIFIED WITHOUT THE r-1 PUMP STATION m° 4. OPERATION: ENSURE THAT STORM DRAINAGE COLLECTION AND CONTAINMENT \ AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY APPROVAL OF THE ENGINEERING INSPECTOR. I �-� DRY OUT OF THE RAIN. THE CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FACILITIES ARE OPERATING AS INTENDED. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE Ak STABILIZED CONSTRU%TION ENTRANCE FOR ALL FUEL STORED ON-SITE. SATISFACTION OF THE CITY ENGINEER AFTER RUNOFF PRODUCING RAINFALL. SEE CONSTRUCTION NOCE 3 / 2. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON-SITE. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN i 1 BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER CIRCUMSTANCES WHICH MAY ARISE. ` \ FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH \ / SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER 6 THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT ► AROUND THE PERIMETER AT ALL TIMES PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. TRAINING 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED WPCP SHALL BE INCORPORATED HEREON. ROTECT � 1. CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER RAIN INLET 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT SAE NOTE 7 POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO THE CONCLUSION OF EACH WORK DAY. \ , EVERYONE WORKING ON-SITE. THE PROPERTY OWNER(S)AND THE PRIME CONTRACTOR do MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN IN THE APPROVED WPCP SHALL BE IN PLACE AT THE \ RESPONSIBILITIES. END OF EACH WORKING DAY WHEN FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY \ \V i, / WASTE MANAGEMENT PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. \ , �9C 1. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND 10. SHOULD GERMINATION OF COVERAGE) PRIOR SLOPES FAIL 1 PROVIDE EFFECTIVE COVERAGE OF UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON GRADED SLOPES (INS COVERAGE) PRIOR TO NOVEMBER IO THE SLOPE SHALL BE STABILIZED WITH THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT STRAW BALE BARRIER �-°''✓r -- ,.�" J STRICTLY PROHIBITED. CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION. SEE CONSTRUCTION �� r _ NOTE 6 2. NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. ro BERM/DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL STORM o RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS N SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED r' PLAN WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED TO TARPS IN ORDER TO 0 10 20 30 AVOID RAIN CONTACT WITH ANY TRASH MATERIAL x 1"-20' 3. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER-BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION LEGEND CAN BE RECYCLED. NON-RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE Y LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF GENERAL NOTE: - STRAW BALE BARRIER HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOT LINE TOLL FREE AT(800) CONTRACTOR TO MEET OR EXCEED BMP SPECIFICATIONS IN CALTRANS STORM WATER QUALITY 714-1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT HANDBOOK, CONSTRUCTION SITE BEST MANAGEMENT PRACTICES MANUAL, MARCH 1, 2003. ------- INLET PROTECTION (760)436-4151. CONTRACTOR STAGING AREA 4. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND f EXISTING SURFACE WATER RUNOFF PATTERN RECYCLING RECEPTACLES AROUND THE SITE. 5. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORM DRAIN INLETS ON PERVIOUS SURFACES. 6. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND 3 STORM DRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT LO MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE STORMWATER POLLUTION o Call before you Dbfa CONTROL BMP NOTES TO RELATIVE TO CONSTRUCTION ACTIVITIES. O Avoid cutting underground VERIFY SCALES utility lines. It's costly. BAR IS ONE INCH ON co Call ORIGINAL DRAWING FOR MORE INFORMATION REGARDING STORMWATER POLLUTION CONTROL MEASURES AND o REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT © 0 ® 1 (760) 633-2770 IF NOT ONE INCH ON Q F o OR THIS SHEET, ADJUST p.TEgB 1-800-227-2600 SCALES ACCORDINGLY li V F��S-' No.C24087N A o co Kennedy/Jenks Consultants * Ex .12 31 11 * 00 San Diego, 0 o, Cal fomia, 92127 J}qT CIY\V R��P (858)-676-3620 FOF CAUL 0887113 0 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE C.YOUNG L. MARX B.THOMAS APPROVALS CITY 0F ENCINITAS DRAWING NO. THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS ` CI}� PLANS PREPARED UNDER SUPERVISION OF RECOMME APP D WORK PROJECT NO. CCE04F OLIVENHAIN U SURVEY CONTROL POINT"1044"AS SHOWN ON RECORD OF S s City j SURVEY 18416.A 3.5"BRASS DISC IN THE MIDDLE OF THE HORIZONTAL ASSHOWN `` "' DATE :December 9, 2010 gY: / "- BY: ` SEWER PUMP STATION IMPROVEMENT PROJECT G5 LL SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP of LEROY BODAS PETER COTA ROBLES ' STATION,LOCATED ON THE NORTH SIDE OF MANCHESTER MATT A. TEBBETTS ' AVE.,65 FEET WESTERLY OF THE CENTER OF THE R.C.E. NO. : C24O87 R.C.E. NO. 2 12 R.C.E. NO. 52176 EROSION CONTROL PLAN AND NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. VERTICAL AS SHOWN y� 7' y'� 7 /�,L�� ELEVATION=34.664NAVD 88 Encinitas ENGINEER EXP. 12/31/11 DATE: LI�jp DATE: / 14 o STORM WATER POLLUTION CONTROL NOTES AND DETAILS SHEET 5 of 64 CITY DRAWING NO. CS-610 I PERMIT NUMBER 11- 0 MITIGATION MEASURES CO RTE_ PM ° B-3 AS-BUILT PLANS FOR ROADWAY I 1 AIR QUALITY GEOMETRIC AND ABOVE GROUND 1 FEATURES ° 1. TO CONTROL PARTICULATE EMISSIONS, ON-ROAD TRUCKS MUST USE CALIFORNIA I LEASE PARCEL BOUNDARY AIR RESOURCES BOARD CERTIFIED LEVEL-3 DIESEL PARTICULATE FILTERS, OR / 1 (11-SD-5-9(FLA)) EQUIVALENT TECHNOLOGY, TO PROVIDE FOR 85% PARTICULATE CONTROL. STATE REPRESENTATIVE DATE / 0 1 2. BOTH OFF-ROAD DIESEL EQUIPMENT AND ON-ROAD DIESEL HAUL TRUCKS MUST USE COOLED EXHAUSTS GAS RECIRCULATION, AQUEOUS DIESEL FUEL AND / I I DIESEL PARTICULATE FILTER. / 3. ALL DISTURBED SOIL AND HAUL ROADS MUST BE WATERED 3 TIMES DAILY. HYDROLOGY AND WATER QUALITY cc 4. STABILIZE BACKFILL MATERIAL WHEN NOT ACTIVELY HANDLING, STABILIZE BACKFILL MATERIAL DURING HANDLING, AND STABILIZE SOIL AT COMPLETION OF 1. PRIOR TO CONSTRUCTION ACTIVITIES, BMPS DEFINED IN THE WPCP WILL BE 1 ACTIVITY. IMPLEMENTED, INCLUDING PROTECTION OF ALL STORM DRAIN INLETS TO PREVENT / I 5. STABILIZE MATERIAL AFTER CRUSHING. SEDIMENTS AND POLLUTANTS FROM ENTERING THE LAGOON, PROTECTION OF to 6. PRE-WATER SOILS PRIOR TO CUT AND FILL ACTIVITIES AND STABILIZE SOIL CONSTRUCTION SITE PERIMETER TO MINIMIZE SEDIMENT AND POLLUTANT RUN-ON ° DURING AND AFTER CUT AND FILL ACTIVITIES. AND RUNOFF, CONSTRUCTION STABILIZATION ENTRANCES/EXITS, AND OTHER I 7. STABILIZE DISTURBED SOIL THROUGHOUT THE CONSTRUCTION SITE AND ON-SITE CONSTRUCTION BMPS (STAGING AREAS, SOIL STOCKPILE MANAGEMENT, STABILIZE DISTURBED SOIL BETWEEN STRUCTURES. CONCRETE WASHOUTS, ETC.). POST-CONSTRUCTION BMPS SHALL INCLUDE THE SAWCUT AN EMOVE (E) PAVED DESIGN AND CONSTRUCTION OF LANDSCAPED AREAS AND A SWALE SYSTEM THAT to AND GRAV ROADWAY / 8. PRE-APPLY WATER TO DEPTH OF PROPOSED CUTS, RE-APPLY WATER AS WILL ALLOW INITIAL TREATMENT OF OVERLAND STORMWATER FLOW PRIOR TO 1 NECESSARY TO MAINTAIN SOILS IN A DAMP CONDITION AND TO ENSURE THAT REENTERING THE EXISTING STORMWATER SYSTEM AND ULTIMATELY THE LAGOON. 1 REMOVE (E) FENCE VISIBLE EMISSIONS DO NOT EXTEND MORE THAN 100 FT IN ANY DIRECTION, AND STABILIZE SOILS ONCE EARTH-MOVING ACTIVITIES ARE COMPLETE. NOISE 0 9. STABILIZE MATERIAL WHILE LOADING TO REDUCE FUGITIVE DUST EMISSIONS, I / MAINTAIN AT LEAST SIX INCHES OF FREEBOARD ON HAUL VEHICLES, STABILIZE 1. CONTRACTOR SHALL USE MACHINERY WITH NOISE REDUCTION EQUIPMENT(E.G., 1 x x MATERIAL WHILE TRANSPORTING TO REDUCE FUGITIVE DUST EMISSIONS, MUFFLERS) TO REDUCE CONSTRUCTION NOISE. CHEMICAL FEED TANK AND FEED SYSTEM TO BE 2. MACHINES SHALL NOT BE LEFT IDLING. 1 REMOVED BY CHEMICAL SUPPLY COMPANY. STABILIZE MATERIAL WHILE UNLOADING TO REDUCE FUGITIVE DUST EMISSIONS, ur AND COMPLY WITH VEHICLE CODE SECTION 23114. 3. CONSTRUCTION EQUIPMENT SHALL BE STORED ON THE PROPOSED PROJECT SITE TO PREFABRICATED BUILDING AND PAD TO BE ELIMINATE HEAVY EQUIPMENT TRUCK TRIPS WHEN FEASIBLE. REMOVED BY CONTRACTOR. EMERGENCY 10. STABILIZE ALL OFF-ROAD TRAFFIC AND PARKING AREAS, STABILIZE ALL HAUL 4. ELECTRIC POWER SHALL BE USED IN LIEU OF INTERNAL COMBUSTION ENGINE I EYEWASH STATION TO BE RELOCATED TO NEW ROUTES, AND DIRECT CONSTRUCTION TRAFFIC OVER ESTABLISHED HAUL POWER WHENEVER POSSIBLE. \\\111VVV�� 1 PUMP STATION (SEE DRAWING M1), BY ROUTES. 5. NOISY ACTIVITIES, SUCH AS PILE DRIVING, SHALL BE SCHEDULED TO MINIMIZE THEIR k o B-1 1 CONTRACTOR. 11. STABILIZE SURFACE SOILS WHERE TRENCHER OR EXCAVATOR AND SUPPORT DURATION AT THE SITE. ^ (Z) REMOVE (E) PIPE, El EQUIPMENT WOULD OPERATE, AND STABILIZE SOILS AT THE COMPLETION OF 6. CONTRACTOR SHALL USE EXISTING ON-SITE ELECTRICAL SERVICE AND/OR A NEW I 1� MW HEADWALLS AND TRENCHING ACTIVITIES. H SLUICE GATE RELOCATE TEMPORARY ELECTRICAL SERVICE TO POWER GROUNDWATER EXTRACTION WELLS EMERGENCY 12. UTILIZE ON SITE ELECTRICAL SERVICE AND/OR NEW TEMPORARY ELECTRICAL DURING CONSTRUCTION. v `H L 1 GENERATOR a SERVICE TO POWER GROUNDWATER EXTRACTION WELLS DURING 7. IF NOISE COMPLAINTS ARE RECEIVED, THE CONTRACTOR SHALL CONDUCT L G V E 1 PER SHEET C1 CONSTRUCTION. MONITORING OF NOISE LEVELS ON AND OFFSITE, WITH CORRECTIVE ACTIONS, SUCH A x SEE NOTE 6 AS INSTALLING NOISE BARRIERS OR RELOCATING NOISE GENERATING SOURCES, 11.6FL REMOVE (E) x TAKEN IN RESPONSE TO EXCESSIVE NOISE LEVELS. 18"RCP f LL CULTURAL RESOURCES TRANSFORMER, T S LL CB1 1 T O 5.3RIM PROTECT(E) MONITORING (SEE NOTE 4) O TRANSPORTATION AND TRAFFIC .65 9.OFL WELL DURING CONSTRUCTION 1 1 IF CULTURAL RESOURCES ARE INADVERTENTLY DISCOVERED, THE WORK SHALL 1 T BE HALTED AT THE PLACE OF DISCOVERY OR REDIRECTED, AND A QUALIFIED 1. A TRAFFIC CONTROL PLAN SHALL BE PREPARED AND IMPLEMENTED PRIOR TO AND go I A / ARCHAEOLOGIST OR PALEONTOLOGIST RETAINED TO ACCESS THE FIND AND THROUGHOUT THE DURATION OF CONSTRUCTION ACTIVITIES TO MINIMIZE PROTECT(E) v A MAKE APPROPRIATE RECOMMENDATIONS. IN ADDITION, THE CONSTRUCTION CONSTRUCTION-RELATED TRAFFIC IMPACTS TO MANCHESTER AVENUE AND TRUCK CATCH BASIN I / AND PIPE E MANAGER WOULD CONTACT THE NATIVE AMERICAN HERITAGE COMMISSION HAULING ROUTES (INTERSTATE 5 INTERCHANGES). METHODS IDENTIFIED IN THE PLAN 1 E ET (NAHC) TO REPORT THE FIND AND TO ALLOW AN APPROPRIATE CULTURALLY WOULD ADDRESS, BUT NOT BE LIMITED TO, THE FOLLOWING: APPROPRIATE 1 / CO • AFFILIATED NATIVE AMERICAN MONITOR TO ACCESS THE FIND AND MAKE ANY SEQUENCING OF ACTIVITIES (E.G., SEGMENT PHASING, TIMING OF GRADING, HOURS ° REMOVE (E) PIPE AND RECOMMENDATIONS AS TO ITS CULTURAL SIGNIFICANCE AND PROPER OF CONSTRUCTION); MAINTENANCE OF TRAFFIC FLOW(INCLUDING BIKES) ON I PLUG OPENING IN DISPOSITION. MANCHESTER AVENUE AND AT THE INTERSTATE 5 INTERCHANGES; USE OF MANHOLE TE E P 2. IN THE EVENT OF AN ACCIDENTAL DISCOVERY OF ANY HUMAN REMAINS DURING APPROPRIATE SIGNAGE AT THE CONSTRUCTION SITE TO PROVIDE FOR THE SAFETY 1 GROUND-DISTURBING ACTIVITIES ON THE PROPOSED PROJECT SITE, THE OF PEDESTRIANS AND BICYCLISTS, AND COORDINATION WITH EMERGENCY 1517R EXISTING PUMP E PROPOSED PROJECT WOULD FOLLOW STATE HEALTH AND SAFETY CODE PERSONNEL REQUIRING ADVANCE NOTICE OF CONSTRUCTION ACTIVITIES. STATION e SECTION 7050.5, WHICH STATES THAT NO FURTHER DISTURBANCE SHALL OCCUR UTILITIES AND SERVICE SYSTEMS (SEE NO 6 1-&'2) UNTIL THE COUNTY CORONER HAS MADE A DETERMINATION OF ORIGIN AND \ A E CONTROL POINT DISPOSITION PURSUANT TO PUBLIC RESOURCES CODE SECTION 5097.98. THE o A E 1. PRIOR TO STARTING DEWATERING OPERATIONS, THE CITY WILL ENTER INTO AN (SEE NOTE 5) P EL O 'S COUNTY CORONER WOULD BE NOTIFIED OF THE FIND IMMEDIATELY. IF THE AGREEMENT WITH THE SAN ELIJO JOINT POWERS AUTHORITY WHICH SETS REMOVE (E)GATE oo E E T REMAINS ARE DETERMINED TO BE NATIVE AMERICAN, THE COUNTY CORONER PRE-DETERMINED LIMITS ON THE AMOUNTS OF EXTRACTED GROUNDWATER WHICH AND FENCE �IEtT� WOULD NOTIFY THE NAHC, WHICH WOULD DETERMINE AND NOTIFY A MOST CAN BE SENT TO THE SAN ELIJO WATER RECLAMATION FACILITY BY TIME OF DAY AND 15.6RIM y� 1 VAULT so sD LIKELY DESCENDENT (MLD). WITH THE PERMISSION OF THE CITY, THE MLD MAY BY SEASON. THE CONTRACTOR WILL BE REQUIRED TO MANAGE THE AMOUNT OF RW 8.7FL S� RW / 1 N INSPECT THE SITE OF THE DISCOVERY. THE MLD WOULD COMPLETE THE EXCAVATION AND/OR STORE PUMPED GROUNDWATER ON-SITE SO THE LIMITS METER ARV E f g INSPECTION WITHIN 48 HOURS OF NOTIFICATION BY THE NAHC, AND MAY DETERMINED FOR THE SAN ELIJO WATER RECLAMATION FACILITY ARE NOT W G O / I m f SD $ RECOMMEND SCIENTIFIC REMOVAL AND NON-DESTRUCTIVE ANALYSIS OF HUMAN EXCEEDED REMAINS AND ITEMS ASSOCIATED WITH NATIVE AMERICAN BURIALS I 1 so CB FM 14.OTG GEOLOGY AND SOILS RW PRV 10.3FL IV/N F REMOVE (E) PIPE AND •WM ; 1. THE CITY WILL INCORPORATE AND UTILIZE THE RECOMMENDATIONS OF THE E o PLUG OPENING IN SITE-SPECIFIC GEOTECHNICAL INVESTIGATION FOR THE DESIGN OF THE MANHOLE y EARTHWORK AND GRADING ACTIVITIES TO ENSURE OPTIMAL SUBSURFACE 9)y RW // 1 STABILIZATION FOR DEWATERING DURING CONSTRUCTION. THE CITY WILL VALVE so A RW INCORPORATE DESIGN AND CONSTRUCTION RECOMMENDATIONS FROM THE e / I p ARV 16.2RIM REPORT FOR THE VARIOUS TYPES OF FOUNDATIONS PROPOSED. A QUALIFIED CB / I m g -2.6 REMOVE EXISTING GEOTECHNICAL CONSULTANT SHALL BE RETAINED THROUGHOUT THE DURATION e ¢ 14.90TG 1 I WATER METER AND OF CONSTRUCTION TO VERIFY THAT RECOMMENDATIONS ARE APPROPRIATELY ss SERVICE LATERAL 7.8FL 1 N s _-- � CONTROL INTERPRETED. BOX 2. FOR FACILITIES SUBJECT TO SEISMIC ACTIVITY AND LIQUEFACTION, THE CITY WILL Q ss �- m INCORPORATE AND UTILIZE RECOMMENDATIONS OF THE SITE-SPECIFIC cOv GEOTECHNICAL INVESTIGATION REPORT IN THE DESIGN OF THE PROPOSED SS s Ss .--_ SS -- PROJECT. THESE RECOMMENDATIONS WOULD INCLUDE, BUT ARE NOT LIMITED TO ° 14.9RI � SS - SS THE FOLLOWING: REMOVAL AND RECOMPACTION TO 90% OF THE UPPER °v ^ R T MA_NCHESTER AVE 2 4FL PORTIONS (UP TO 3 FT BGS) OF THE EXISTING ONSITE FILL SOILS, USE OF ? ,,, RW R CONVENTIONAL FOOTINGS FOR NEAR SURFACE STRUCTURAL FOUNDATIONS AND IMP To T -T --T _T __ , I RW RW- pw _ STRUCTURAL MAT FOUNDATION FOR THE EMERGENCY STORAGE BASIN, AND USE OF FLEXIBLE CONNECTIONS SITE PLAN NOTES AND LATERAL DISPLACEMENTO ACCOMMODATE MINOR (I.E , 3 INCHES) VERTICAL 0 10 20 W 1. AFTER COMPLETION OF NEW PUMP STATION REMOVE EXISTING HAZARDS AND HAZARDOUS MATERIALS Y 1"=10' PUMP STATION, PIPING AND APPURTENANCES AS SHOWN AND AS DIRECTED BY FIELD ENGINEER. AS-BUILT DRAWINGS OF THE 1. ALL SPILLS OR LEAKAGE OF PETROLEUM PRODUCTS DURING CONSTRUCTION EXISTING PUMP STATION ARE AVAILABLE AT THE CITY OF SHALL BE REMEDIATED IN COMPLIANCE WITH APPLICABLE STATE AND LOCAL ENCINITAS ENGINEERING SERVICES COUNTER. REGULATIONS REGARDING CLEANUP AND DISPOSAL OF THE CONTAMINANT 2. MATERIALS WITHIN THE EXISTING PUMP STATION ARE KNOWN TO RELEASED. THE CONTAMINATED WASTE SHALL BE COLLECTED AND DISPOSED AT CONTAIN LEAD BASED PAINT(LBP). REFER TO SPECIFICATION AN APPROPRIATELY LICENSED DISPOSAL OR TREATMENT FACILITY. SECTION 01160 FOR HAZARDOUS MATERIAL PROCEDURES. ALL 2. THE CONSTRUCTION STAGING AREAS SHALL BE DESIGNED TO CONTAIN WORK MUST BE PERFORMED ACCORDING TO THE RELEVANT CONTAMINANTS SUCH AS OIL, GREASE, AND FUEL PRODUCTS SO THAT THEY DO REQUIREMENT INCLUDING TITLE 17 OF THE CALIFORNIA CODE OF NOT DRAIN TOWARD SAN ELIJO LAGOON, ITS TRIBUTARIES, OR STORM DRAIN REGULATION (CCR)AND OSHA. ALL MATERIALS MUST BE INLETS. IF HEAVY-DUTY CONSTRUCTION EQUIPMENT IS STORED OVERNIGHT PROPERLY HANDLED AND DISPOSED OF. ADJACENT TO POTENTIAL RECEIVING WATER, DRIP PANS SHALL BE PLACED m BENEATH THE MACHINERY ENGINE BLOCK AND HYDRAULIC SYSTEM. 3. REMOVE ALL TREES, BUSHES AND VEGETATION WITHIN THE LIMITS 3. THE CONTRACTOR MUST ENSURE NO WELDING WITHIN 35 FEET OF COMBUSTIBLE Call before you Dap OF CONSTRUCTION AS BOUNDED BY THE ACCESS ROAD TO THE MATERIALS. THE CONTRACTOR MUST CEASE WELDING WHEN WIND COULD 0 Avoid cutting underground VERIFY SCALES WEST, DETENTION POND THE THE NORTH, THE I-5 OFF RAMP TO CARRY SLAG OR HOT SPARKS TO AREAS WITH COMBUSTIBLE MATERIALS. A FIRE cn utility lines. it's costly. THE EAST AND MANCHESTER AVENUE TO THE SOUTH. BAR IS ONE INCH ON EXTINGUISHER MUST BE AVAILABLE ON SITE. co Call ORIGINAL DRAWING 4. ELECTRICAL TRANSFORMER TO BE REMOVED BY SAN DIEGO GAS o © � j 0 ® 1 AND ELECTRIC COMPANY to 5. EXISTING CITY OF ENCINITAS CONTROL POINT(#1044) PART OF 0 > y IF NOT ONE INCH ON CITY'S NETWORK OF SURVEY POINTS. THIS CONTROL POINT WILL J o OR THIS SHEET, ADJUST BE RELOCATED AND REESTABLISHED BY THE CITY OF ENCINITAS, `�P'T Ee9F FG 1-800-227-2600 SCALES ACCORDINGLY PRIOR TO DEMOLITION OF THE EXISTING CONTROL POINT. A 4+ No. C24087 Kennedy/Jenks Consultants 6. PROTECT EMERGENCY GENERATOR IN PLACE DURING * Ex 12 31 11 10920 Via Frontera, Suite 110 CONSTRUCTION OF EMERGENCY STORAGE BASIN. SEE SECTION J CIV °o San Diego, California, 92127 2-6.1 OF THE SPECIAL PROVISIONS. TgTfOFCAU !N (858)-676-3620 0887113 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE C.YOUNG L. MARX APPROVALS CITY OF ENCINITAS DRAWING NO. 0 Li THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP ED WORK PROJECT NO. CCE04F OLIVENHAIN U SURVEY CONTROL POINT"1044"AS SHOWN ON RECORD OF f City SURVEY 18416.A3.5"BRASS DISC IN THE MIDDLE OF THE HORIZONTAL AS SHOWN :December 9, 2010 �� . SEWER PUMP STATION IMPROVEMENT PROJECT p LL LL DATE . BY: BY: SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP to STATION,LOCATED ON THE NORTH SIDE OF MANCHESTER LEROY BODAS PETER COTA ROBLES AVE.,65 FEET WESTERLY OF THE CENTER OF THE , ; MATT A. TEBBETTS R.C.E. NO. : C24087 R.C.E. N0. 2 31 R.C.E. NO. 52176 EXISTING SITE AND DEMOLITION PLAN NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. VERTICAL AS SHOWN ELEVATION=34.664 NAVD 88 Encinitas ENGINEER EXP. 12/31/11 DATE: l2 /� DATE: AND MITIGATION MEASURES SHEET 6 OF 64 CITY DRAWING NO. CS-610 PERMIT NUMBER I1- FERRIC CHLORIDE CO RTE PM N AS-BUILT PLANS FOR ROADWAY HAZARDS GEOMETRIC AND ABOVE GROUND FIRE/EXPLOSION HAZARD: NONE FEATURES HEALTH HAZARD: • EXPOSURE MAY CAUSE EYE IRRITATION AND DISCOMFORT. • SKIN CONTACT MAY CAUSE SKIN IRRITATION WITH DISCOMFORT OR RASH. STATE REPRESENTATIVE DATE • INHALATION CAN LEAD TO RESPIRATORY IRRITATION WITH COUGHING NOTES: • INGESTION CAN CAUSE DAMAGE TO GI TRACT. REPEATED INGESTION OR INGESTION IN HIGHER DOSES CAN LEAD TO ABNORMAL LIVER FUNCTION WITH NAUSEA, 1. THE EMERGENCY GENERATOR IS SHOWN IN ITS NEW LOCATION. VOMITING, DIARRHEA AND TEMPORARY ALTERATION OF HEART ACTIVITY EMERGENCY ACTION EMERGENCY RESPONSE PERSONAL PROTECTIVE EQUIPMENT: • WEAR RUBBER/PLASTIC IMPERVIOUS GLOVES AND BODY-COVERING CLOTHING. • WEAR SPLASH GOGGLES AND FACE SHIELD. • WEAR RESPIRATOR WITH DUST/MIST CARTRIDGE BASIS OF BEARINGS SPILL OR LEAK PROCEDURES: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE NAD83 CALIFORNIA COORDINATE SYSTEM (CCS 83), ZONE 6, GRID BEARING BETWEEN FIRST ORDER STATION "1043"AND • VENTILATE SPILL AREA. • PUMP CONTAINED SPILL CONTENTS TO HAZARDOUS MATERIAL CONTAINMENT TRANSFORMER LEASE PARCEL BOUNDARY I.E. N ORDER STATION "1044 , AS SHOWN ON RECORD OF SURVEY NO. 18416. (11-SD 5-9(FLA)) VEHICLE FOR OFF-SITE DISPOSAL. MATERIAL WHICH CANNOT BE PUMPED OUT SHALL N = 1949224.18 \V�10 1 BE NEUTRALIZED WITH LIME OR SODA ASH. E =6250800.95 i ♦ QUOTED BEARINGS FROM REFERENCE MAPS OR DEEDS MAY OR MAY NOT BE IN TERMS OF \ FIREFIGHTING PROCEDURES: EMERGENCY GENERATOR SAID SYSTEM. (DIESEL FUEL, 125 GAL) N = 19 233.93 • MATERIAL DOES NOT BURN. MATERIALS APPROPRIATE FOR SURROUNDING FIRE MAY (SEE NOTE 1) E = 625 10.87 THE COMBINED SCALE FACTOR AT STATION "1044" IS 0.99997459 BE APPLIED N = 1949211.82 1010 's GRID DISTANCE = GROUND DISTANCE MULTIPLIED BY THE COMBINED SCALE FACTOR. • APPLY WATER TO EXTERIOR OF EXPOSED TANKS E =6250789.99 • FIRST AID PROCEDURES: MAIN ♦ FENCE SUPPORT 1043 = FOUND 3.5" NGS BRASS DISC IN HEADWALL, STAMPED"J1415, 1987" SWITCH�I� (TYP) 4 NA945,759.365 E:6,246,974.337 EPOCH 2004.0 • FLUSH EYES AND SKIN FOR 15 MINUTES WITH PLENTY OF WATER-CALL A PHYSICIAN. REMOVE CONTAMINATED CLOTHING. WASH THOROUGHLY BEFORE RE-USE. DECO�RO D ` S13 1044 = FOUND 3.5" USCE BRASS DISC IN CONCRETE STRUCTURE, STAMPED "SEV 104,1974". • REMOVE OCCUPANT TO FRESH AIR. IF NOT BREATHING, GIVE ARTIFICIAL CHEMICAL STORAGE rZEA ° ♦ N:1,949,121.354 E:6,250,860,731 EPOCH 2004.0 RESPIRATION. IF BREATHING IS DIFFICULT, GIVE OXYGEN-CALL A PHYSICIAN. (FERRIC CHLORIDE, 3 BOLLARDS (TYP) • IF INGESTED AND VICTIM IS CONSCIOUS, GIVE LARGE QUNATITIES OF WATER, THEN N = 1949207.3 N = 1949199.80 \ $ 1043 TO 1044 = N 49°08'16" E, 5,138.78' GRID RECORD, 5,138.78'GRID MEASURED. ANTACID. CALL A PHYSICIAN. IF UNCONSCIOUS-CALL A PHYSICIAN E = 250792.53 °E = 6250748.81 ♦ N = 1949197.28 \ E =625075 9 N = 187. \� WET WELL \\\ EMERGENCY STORAGE 2 075 \ \ ACCESS HATCH\ BASIN ACCESS MANHOLE E =6250757. \ \ (TYP) BENCHMARK DIESEL FUEL N = 1949183.11 ♦ \ \ \ TYP)PUMP � \ \ \ THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS SURVEY CONTROL POINT HAZARDS E =6250749. STATION \ \ \ ♦ "1044"AS SHOWN ON RECORD OF SURVEY 18416. A 3.5" BRASS DISC IN THE MIDDLE OF THE O \\ \\ \ ♦ SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP STATION, LOCATED ON THE FIRE/EXPLOSION HAZARD: HEADWALL �� O \\ \ EMERGENCY \ ` NORTH SIDE OF MANCHESTER AVE 65 FEET WESTERLY OF THE CENTER OF THE • VAPORS MAY IGNITE RAPIDLY WHEN EXPOSED TO HEAT, SPARK, FLAME OR OTHER SURGE TANK ♦ \ \ \ \ EMERGENCY STORAGE 'I \ STORAGE \ \ BASIN ACCESS HATCH NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. SOURCES OF IGNITION. VAPORS MAY BURN OPENLY OR EXPLODE IN CONFINED DECOMPOSED \\ \BASIN \\\\ •♦ ELEVATION = 34.664 NAVD 88 SPACE WHEN MIXED WITH AIR AND EXPOSED TO IGNITION SOURCE. RUNOFF TO S13 GRANITE SEWER MAY CAUSE FIRE/EXPLOSION HAZARD N = 1949179.93 \ N = 1949143.97 E =6250785.54 =6250804.03 ' \ N = 19491 R.73 HEALTH HAZARD: PUMP ROOM ♦ 1949161.49 N = E = 625084 4 \ \ 1 �� • LIQUID OR VAPOR EXPOSURE TO EYES MAY CHASE MILD IRRITATION ACCESS HATCH � \ � �i �i • PROLONGED OR REPEATED CONTACT MAY CAUSE SKIN IRRITATION. NON-TOXIC N = 1949143.95 E = 6250801.72 \ \ E = 6250765.87 OVERFLOW • INHALATION OF FLUID INTO THE LUNGS MAY RESULT IN LUNG DAMAGE, EMERGENCY BYPASS PAVED DIVERSION RESPIRATORY FAILURE CONNECTION VAULT l PARKING STRUCTURE \ N = 194912 8 • INGESTION MAY CAUSE DISTURBANCE TO GI TRACT, INCLUDING NAUSEA, VOMITING, N = 1949141.82 \ AREA E = 6250856. 1 DIARRHEA, INTOXICATING EFFECTS TO NERVOUS SYSTEM, LOSS OF E =6250781.92 , RW VALVE CONSCIOUSNESS, OR DEATH N = 1949127.09 METER (TYP) VAULT E =6250799.52 60" COLLECTION EMERGENCY ACTION � MANHOLE FENCES EMERGENCY RESPONSE PERSONAL PROTECTIVE EQUIPMENT: • WEAR SAFETY GLASSES OR GOGGLES WHERE POSSIBILITY OF SPRAYING IS -------- % CB I PRESENT 20' DOUBLE Q N = 1949114.6 • WEAR NITRILE, NEOPRENE OR PVC GLOVES. ADDITIONAL PROTECTIVE CLOTHING \ SWING GATE RW BFP/PRV E = 6250816. , PUMP STATION � (TYCHEM, SARANEX) MAY BE WORN BASED ON EXPOSURE POTENTIAL RW %/ N = 1949106.06 • WEAR NIOSH/MSHA-APROVED RESPIRATOR WITH VAPOR CARTRIDGE/CANISTER ELECTRIC HANDHOLES ♦ RW VALVE' E =6250849.59 48" SCREEN PER DRAWING E3 METER- MANHOLE� SPILL OR LEAK PROCEDURES: RW BFP/PRV STREET ADDRESS • SECURE ALL IGNITION SOURCES IRRIGATION NUMBERS PER N = 1949094.24 CONTAIN AND STOP SOURCE OF SPILL AS SAFETY PROVISIONS ALLOW THROUGH SYSTEM SECTION 10400 • E = 6250877.95 DIKING OR ABSORBENT MATERIALS. =ZAFFIL N = 1949080.67 i N = 1949085.22 '?N'i, -. 0 E = 6250868.92 • PUMP TO HAZARDOUS MATERIAL VEHICLE FOR OFFSITE DISPOSAL. COLLECT PAVED ACCESS ROAD ` E =6250807.20 REMAINING MATERIAL USING ABSORBENT MATERIALS AND TRANSFER TO WASTE ♦♦ >k 60" INTERCEPTOR CONTAINER DESIGNED FOR COLLECTION OF FLAMMABLE MATERIALS. ` / MANHOLE FIREFIGHTING PROCEDURES: SD r • SMALL FIRES: PROVIDE EXTINGUISHER SUITABLE FOR CLASS 'B' FIRES, DRY MH RW� ARV ♦ � s Q CHEMICAL, CO2, WATER SPRAY, FOAM OR HALON EXTINGUSHING AGENTS ♦ DECOMPOSED GRANITE < • LARGE FIRES: WATER SPRAY, FOG, OR FOAM EXTINGUISHING AGENTS. WATER MAY 40 GROUND COVER NOT SUPPRESS FIRE, BUT MAY BE USED TO COOL FIRE-EXPOSED CONTAINERS. s o F'a \00000 o FIRST AID PROCEDURES: CB • FLUSH EYES FOR 15 MINUTES WITH PLENTY OF WATER. CALL A PHYSICIAN • REMOVE CONTAMINATED CLOTHING. WASH EXPOSED SKIN WITH SOAP AND WATER OR WATERLESS HAND CLEANER, OBTAIN MEDICAL ATTENTION IF SKIN IRRITATION / X OCCURS IN EXPOSED AREAS '6 • REMOVE PERSON TO FRESH AIR. IF NOT BREATHING, PROVIDE ARTIFICIAL LU RESPIRATION. PROVIDE ADDITIONAL OXYGEN ONCE BREATHING IS RESTORED. Y OBTAIN MEDICAL ATTENTION • IF INGESTED, OBTAIN IMMEDIATE MEDICAL ATTENTION. IF VOMITING OCCURS, LEAN VICTIM FORWARD TO REDUCE RISK OF ASPIRATION. MONITOR FOR BREATHING DIFFICULTIES. RINSE MOUTH WITH WATER (DO NOT DRINK) TO REMOVE TASTE. m OA� ` 0 Call before you Sao VERIFY SCALES _� Avoid Cutting underground utility lines.It's Costly. BAR IS ONE INCH ON ORIGINAL DRAWING Call �. to IF NOT ONE INCH ON Q TE Vq� o OR THIS SHEET, ADJUST IS, ��P' BBFj 1-800-227-2600 SCALES ACCORDINGLY n m Co Kennedy/Jenks Consultants SITE PLAN * No. C24U87 Exp.12 31 11 10920 Via Frontera, Suite 110 S, C/V�� Q ° San Diego, California, 92127 0 10 20 30 EOFCI � (858)-676-3620 w 3 1"=20' o 0887113 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE C.YOUNG L. MARX B.THOMAS APPROVALS CITY OF ENCINITAS DRAWING NO. v THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS �� City PLANS PREPARED UNDER SUPERVISION OF RECOM DED AP X" WORK PROJECT NO. CCE04F OLIVENHAIN SURVEY CONTROL A3POINT"SDISC IN SHOWN ON THE RECORD OF �.K"-.Q v Y jam. SEWER PUMP STATION IMPROVEMENT PROJECT �' '� U_ SURVEY 18416.A 3.5"BRASS DISC IN THE MIDDLE OF THE AS SHOWN 1 DATE ;December 9, 2010 gy, gy; U) SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP HORIZONTAL It STATION,LOCATED ON THE NORTH SIDE OF MANCHESTER O LEROY BODAS PETER COT2 ROBLES AVE.,65 FEET WESTERLY OF THE CENTER OF THE MATT A. TEBBETTS R.C.E. NO. : C24087 R.C.E. NO. 22 2 R.C.E. NO. 52176 SITE PLAN - - AS SHOWN NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. VERTICAL Encinitas ENGINEER EXP. / /fC/D ELEVATION=34.664 NAVD 88 atl. ._,, 12131/11 DATE: DATE: 1O SHEET 7 OF 64 CITY DRAWING NO. CS-610 PERMIT NUMBER 11- N CO RTE— PM AS-BUILT PLANS FOR ROADWAY GEOMETRIC AND ABOVE GROUND FEATURES STATE REPRESENTATIVE DATE NOTES: 1. FOR PAVING DETAIL SEE SHEET C4. 2. FINSH FLOOR ELEVATION TOP OF CONCRETE OF PUMP STATION SET AT ELEVATION 20.15' 3. TOP OF TRANSFORMER PAD SET AT ELEVATION 20.00' 4. IN A SEPERATE PROJECT TO BE INSTALLED AT THE SAME TIME AS THIS PROJECT A FIRE HYDRANT WILL BE INSTALLED APPROXIMATELY 36' TO THE EAST OF THE PUMP STATION ENTRANCE. 5. GRADE SHALL FALL A MINIMUM OF 5%WITHIN THE FIRST 10 FEET (2% FOR IMPERVIOUS SURFACES)AWAY FROM STRUCTURE. HIGH POINT ♦ 6. THE BiORETENTION AREAS ARE BMP'S AND CANNOT BE PAVED OR EL. 16� FENCE SUPPORT (TYP) 4, ALTERED WITHOUT A CITY PERMIT, 10 MAIN SWITCHBOARD EMERGENCY ` TRANSFORMER v GENERATOR ♦ FLAG NOTES: LEASE PARCEL BOUNDARY DECOMPOSED / O t ` 1� ADJUST (E) MANHOLES, (E) CATCHBASINS AND (E) VALVE BOXES TO o I�- \ v GRANITE PAVING 0 MATCH GRADE. (♦ BOLLARDS (TYP) REMOVE AND/OR RECOMPACT ANY POTENTIALLY COMPRESSIBLE SOILS SWALE / ♦ 2 �� \ E9 (2-3 FEET). SEE LEIGHTON GEOTECHNICAL REPORT. TOP OF CATCH BASIN SHALL BE 3" (MIN.)ABOVE FINISHED GRADE. \ \ \ EMERGENCY STORAGE 4� ADJUST(E) MANHOLES, (E) VALVE BOXES, AND (E) UTILITY VAULTS TO 6" CHEMICAL STORAGE ARE p� \ \ WET WELL \ \ BASIN ACCESS MANHOLE (MIN.)ABOVE FINISHED GRADE. 1 (FERRIC CHLORIDE) \�\ ACCESS HATCH � � ♦ (TYP) PUMP STATION \ \ \\ \ HEADWALL O \\\\--� \ \ ♦ SWALE SURGE TANK \\ EMERGEN Y EMERGENCY STORAGE S13 I \ STORAGE \ \\ \\ BASIN \ \ \ �♦ BASIN ACCESS HATCH PUMP ROOM ACCESS HATCH 2 a I ' ♦ 2 TO EMERGENCY BYPASS O \ OVERFLOW \ \\ CONNECTION VAULT DIVERSION \ \ 2 / STRUCTURE \ \ \ RW VALVE \ \ \ D (TYP) \\\ \ PAVED PARKING AREA \ � BIORETENTION AREA 16' DOUBLE METER VAULT \ \ SEE NOTE 6 SWING GATE (�60" COLLECTIO MATCH TO O I MANHOL5 3 EXISTING PAVING RW 11 95TG�`� Q ' VALVE 4 RW R METE ST FE CE 1 .65RIM MP STATI .75RIM R P/PRV 1 4 ♦ 48' SCREEN IRRIGA 0 MANHOLE 15,50TG 1 SYSTEM 1 60" INTERCEPTOR ♦ ♦A MANHOLE 17.17RIM 2 4 ♦ 16 __ 1� ♦ DECOMPOSED GRANITE ,¢ _ r, GROUND COVER "'to 14.45TG /// ° / 1y N „ "NO PARKING FIRE HYDRANT LO FIRE LANE" SIGN SEE NOTE 4 PER SECTION 10400 BIORETENTION AREA x "STOP"AND SEE NOTE 6 ER SECTIONO104 0 ._ ri if �a 1 " a i .psi," � Cal �Or' you °aO VERIFY SCALES 1 '" Avoid arinng underground _ unlily Tines.It's corny. , ✓{. r ��, A BAR IS ONE INCH ON Call ORIGINAL DRAWING co o 0 ® 1 IF NOT ONE INCH ON c OR THIS SHEET, ADJUST 1-800-227-2600 SCALES ACCORDINGLY "- �. ��l,'JE& co Kennedy/Jenks Consultants L&! No. C24087 m 10920 Via Frontera, Suite 110 SITE PLAN OD San Diego, California, 92127 0 10 20 30 * �Exp.l2 31 11\* (858)-676-3620 CIV1� o -4TE,OFC phi � rn 0867113 V=20' 12 . t 3• �D REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE DESIGNED C.YOUNG L.MARX B.THOMAS APPROVALS C 1 TY OF E N C I N I TAS DRAWING NO. THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS ' PLANS PREPARED UNDER SUPERVISION OF RECOM D APP \ ED WORK PROJECT NO. CCE04F SURVEY CONTROL POINT"1044"AS SHOWN ON RECORD OF City O L IV E N HAI N 6 SURVEY 18416.A3.5"BRASS DISC IN THE MIDDLE OF THE ASSHOWN -+' De-ember9, 2010 SEWER PUMP STATION IMPROVEMENT PROJECT SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP HORIZONTAL DATE : BY: BY: - OLL STATION,LOCATED ON THE NORTH SIDE OF MANCHESTER Of MATT A. TEBBETTS LEROY BODAS PETER COTA ROBLES , AVE.,85 FEET WESTERLY OF THE CENTER OF THE AS SHOWN \ R.C.E. NO. : C24087 R.C.E. NO. 22 12 R.C.E. NO. 52176 GRADING AND PAVING PLAN NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. VERTICAL l ELEVATION=34.864 NAVD 88 Encinitas ENGINEER EXP Az /4...-P 12/31/11 DATE: �7 �4 DATE: /Z/ SHEET $ OF 64 CITY DRAWING NO. CS-610 PERMIT NUMBER 11- // TRANSFORMER \ CO RTE_ PM SEE SHEET E3 T AS-BUILT PLANS FOR ROADWAY �� EMERGENCY CAP FIRST FLUSH` \ LINE 5 FEET ♦ GEOMETRIC AND ABOVE GROUND / GENERATOR MAIN OUTSIDE OF ♦ FEATURES SWITCHBOARD \LANDSCAPED AREA to FENCE rN STATE REPRESENTATIVE DATE o � � \ ` NOTES: o a ♦ BOLLARDS o \ \ ♦ 1. SEE SECTION E, DRAWING M5 FOR INVERT ELEVATIONS. ' ♦ (TYP) �\ \ 8 \ \ \ 2. SEE SECTION C, DRAWING M4 OF ELEVATIONS. 3. SEE DRAWING C4 FOR PROFILE OF THIS PIPE. ♦ %SWALE �� / \ \ \ \ m FENCE ♦♦ 4. SEE DRAWING C5 FOR PROFILE OF THIS PIPE. OW LINE / \\ � �/� \\\\ \\ ;� TYP ORT 5. INSTALL REDUCED PRESSURE BACKFLOW PREVENTION DEVICE CHENMCAL (TYP) 4 ` PER WAS STANDARD DRAWING WR-01. S \`'p \ 1 STORAGE AREA 8�S \ \ \ \\\ \\ \ S13 ♦ 6. INSTALL RECYCLED WATER IRRIGATION CHECK VALVE PER WAS (FERRIM \ \ \ EMERGENCY \ ♦ STANDARD DRAWING WR-03. CHLORI ) \ \ \ I STORAGE BASIN \ \ m \ \ \ \ ACCESS MANHOLE \ \ \ ` 7. INSTALL RECYCLED WATER IRRIGATION CROSS CONNECTION 18" RCP \ \ \ (TYP) \ \ \ \ TEST STATION PER WAS STANDARD DRAWING WR-04. O 15.9 FL � ♦ \ \ \ ♦ ♦ PUMP \ \ \ WET WELL STATION O \ ACCESS HATCH \ \ \ o \ FLAG NOTES: HEADWALL ` \ \\\\ (TYP) \\\\ \\ m \ ♦ - \ \ \ ♦ 18" RCP 81.2'± LONG AT A SLOPE OF 0.053. REPLACE EXISTING MANHOLE WITH 60" MANHOLE. ,\\ S13 SURGE \ \\\ EMERGENCY \ \ \ _�SWALE CONTRACTOR TO VERIFY EXISTING LOCATION. VVV mo TANK PUMP ROOM \ \ \ STORAGE BASIN \\\\ \ \ FLOW LINE ♦ ACCESS HATCH aT\ \ \ \ r ♦ � WATER SERVICE LATERAL AND METER TO BE INSTALLED IN b C,\ \ \ \ T ♦ ANOTHER PROJECT BY THE SAN DIEGUITO WATER DISTRICT. ♦ \ ; �z \ EMERGENCY \ \ \ o m STORAGE PROJECTS TO BE INSTALLED CONCURRENTLY. \ \ \ \ BASIN ACCESS \ \ \ \ HATCH \ \ 4� FIRE HYDRANT ASSEMBLY TO BE INSTALLED IN ANOTHER \ \ \ \ ♦ PROJECT BY THE SAN DIEGUITO WATER DISTRICT. PROJECTS LEASE PARCEL BOUNDARY ♦♦ \\ \\ \\ \ \ \ a ♦ TO BE INSTALLED CONCURRENTLY. (11-SDb rJ 9(FLA)) No �2 z- 4^ OVERFLOW EMERGEN RM DIVERSION BYPASS " 'w, STRUCTURE RW VALVE CONNECTION c1 (TYP) yp T VAULT = Z 01 aA \ ON N Ai OA o �,\, �� (HpTF2 J \ ♦ FM \T ♦ o '/V �♦ METER VAULT \ m ` 60"COLLECTION \ — ° FM 14. \\\\ 20' DOUBLES MANHOLE �� FAq \ CB I \ SWING GATE#4 O O 4 OTt 3� + 13.95TG RW Ss FM 10.OFL METER C \ ♦ , �� CONNECT TO I 14" FM T CKFLOW RW ^ss pW a • CONNECT TO PREVENTERS VALVE \ (E) 18" RCP (SEE NOTES 6, 7) 04 pW C6 11.6FL CONNECT TO OT S 48" SCREEN MH 'Z (E)MANH F3f MANHOLE 4 16.65RIM C6 TO IRRIGATION RIM I C5 a SYSTEM � + (SEE SHEET L4 FOR % D, CONTINUATION) 60 AD ya N INTERCEPTOR 2 �� 1 1/2" BACK FLOW o MANHOLE Ss ^� O PREVENTOR 3 2 I (SEE NOTE 5) CS X I \15.50TG MH a ♦ 15.ORIM ♦ Y -2.6FL� ♦ � 3 :-- 17.40RiM 00 DECOMPOSED 1 / GRANITE GROUND .,. COVER ♦ ♦ 4,m` rn CD Cal before«.nd�nd VERIFY SCALES f `� , P C,k1E _A u0lity tines.ICS costly. r. u" . .•' - p BAR IS ONE INCH ON " "N Call ORIGINAL DRAWING ro c Da IOF NOT ONE INCH ON SITE PLAN 20 �9 oFTE 0 �'ti9� o THIS SHEET, ADJUST J �P• BB '10 "= '� F 1-800-227-2600 SCALES ACCORDINGLY 1 �No. C24087v m Kennedy/Jenks Consultants * Exp.12 3i „ * 9 San Diego,go, 92127 �4zeOFI: °o (858)-676-3620 y 0887113 0 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE C.YOUNG L.MARX B.THOMAS APPROVALS CITY O F E N C I N ITAS DRAWING NO. THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS City PLANS PREPARED UNDER SUPERVISION OF RECOMM ND D APP ED WORK PROJECT NO. CCE04F OLIVENHAIN SURVEY CONTROL POINT"1046'AS SHOWN ON RECORD OF SURVEY 18416 A35"BRASS DISC IN THE MIDDLE OF THE HORIZONTAL AS SHOWN -<� - DATE :December 9, 2010 BY: BY: SEWER PUMP STATION IMPROVEMENT PROJECT C3 LL SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP " of LEROY BODAS PETER COTA ROBLES STATION LOCATED ON THE NORTH SIDE OF MANCHESTER MATT A. TEBBETTS AVE.,65 FEET WESTERLY OF THE CENTER OF THE ' .,� R.C.E. NO. : C24087 R.C.E. NO. 2 1 R.C.E. NO. 52176 YARD PIPING PLAN NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. VERTICAL AS SHOWN 7'� l' 7'� 7 tT ENGINEER �!'/O ELEVATION=34.664 NAVD 88 � .. _ _ E 11 C 1111 l�a S EXP. 12/31/11 DATE: DATE: Z2&V110 SHEET 9 OF 64 CITY DRAWING NO. CS-610 PERMIT NUMBER I I- CO RTE_ PM AS-BUILT PLANS FOR ROADWAY GEOMETRIC AND ABOVE GROUND FEATURES STATE REPRESENTATIVE DATE RESTRAINED JOINTS JOINT DEFLECTION TO BE LIMITED TO ONE HALF MANUFACTURER'S RECOM ENDATIONS W O LU J = J Q O w Q Z Z - ¢ Z ~ F- LL U Z O_ J W W J _ o LLMO LLo LL prp O _ _� C) � � +1 N �1..M o W �. V Q co W co N N H _ _CD -j to N r V Q c) I t�j � O -.1 ( ~ CON + J � + Z r O W CON Nh = N ~ V cox + O � OQ I - ° O II ° N � N 0LU W Q ; PERMIT NUMBER 11- CO RTE_ PM AS-BUILT PLANS FOR ROADWAY TRASH SCREEN, GEOMETRIC AND ABOVE GROUND SEE DETAIL FEATURES r q' Co STATE REPRESENTATIVE DATE ' a a �4 1 1 d I 1 p 1 L N 1 Lr1� s�J d ° a o SECTION ¢ z w 0 1 2 3 Z U a. 1/2' 1,-0„ O w O a. w a.V N 1 U -... - N J N .p a. NN t"1 (nom C4 LL h Q LUco 1 n �Q O U �LL w w ¢ o GN ITN Z o LL V o 2i of °m —aw FEo � r~nw U) °r° W TA � � � 20 20 EXISTING GRADE � No — — — —— — — — — —— — —— — —— —— w \ \ CHANNEL MANHOLE TO + 04 FINISH GRADE _ — TOP OF PIPE, FILLET a / _—— P' INTERSECTIONS W/6" w O LE. -2.33 a n MIN. RADIUS. -- _ _ -- -- - - - - - -- - - - - - - -- - - - - -- O m Cq + of TRASH SCREEN, Qo IU a SEE DETAIL o �� M (n0 N + = N c' � + U LE. -1.77 w w / ¢ LU y0 a w-O/ 4 / 1 10 0 �O 0iLL �co mac) 4 1t •v Id �OOv�dO LUU w w - � G�� tm 48" SCREEN MANHOLE 4 0 1 2 3 C3 1/2"=1,-0" i _S o OF 5 Q 7" 10 1/8" d (TYP) 3-1 _ d 1 1/2"x1/4" 316 SS OR ALUMINUM BAR / STOCK ROLLED TO \�C�! FIT INSIDE RADIUS I a OF MANHOLE N m I �? o ' / a � U CD 1 1/2" 316 SS OR ALUMINUR �8•FFi 0 WELDED WEA E MESH SCREEN, ,� a 0 5 _ o WIRE DIAL 0.080", WELD TO INSIDE OF PLATE I.E. -0.09 V-11 1/2" x I.E. -0.28 (E)8"SS i� / x C ALUMINUM FLAT BAR � I.E. -0.81 4" HANDLE (TYP) ' Y (TYP) 1/4" 316 SS OR (TYP) I.E. -1.771 ALUMINUM PLATE II II 976,__< I 1 1 1/2" 316 SS OR II II ALUMINUM WELDED I WEAVE MESH SCREEN, 04 I 1 WIRE DIA. 0.080", WELD N I TO INSIDE OF PLATE 1 II II I I 1 1/2"x1 112"1 0+00 0+50 1+00 1+50 2+00 316 SS OR rn I I ALUMINUM ANGLE 'o (TYP) ( o 0 U c'' °•'°r• ''°`) °a° VERIFY SCALES PROFILE 18" FIRST FLUSH CONNECTION 11/2"x1/4" 316 SS OR Avoid cutting underground utility lines.It's costly. BAR IS ONE INCH ON (TYP) ALUMINUM BAR STOCK (TYp) co Call ORIGINAL DRAWING 0 10 20 3 1 1'-5 1/2" 0c 0 c 1"=10' HORIZ r ® IOF NOT ONE 0 1"=2'VERT 4 SCREEN DETAIL �Q�P TEe M (�J o OR THIS SHEET, ADJUST 1"=1'-0" `, 6F�� 1-800-227-2600 SCALES ACCORDINGLYNo. C24087� oo Kennedy/Jenks Consultants * E'�;��' " 10920 Via Frontera, Suite 110 �TgTFOFC \P N San Diego, California, 92127 rn (858)-676-3620 0887113 DESIG FURY I DRAWN BY ECKED BY 0 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE C.YOUNG R. STOUT B.THOMAS APPROVALS CITY O F E N C I N I TAS DRAWING NO. THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS �. '` City PLANS PREPARED UNDER SUPERVISION OF RECOMME D APP D WORK PROJECT NO. CCE04F OLIVENHAIN v SURVEY CONTROL POINT"1044"AS SHOWN ON RECORD OF 0 SURVEY 18416.A 3.5"BRASS DISC IN THE MIDDLE OF THE 1"=10' -� DATE :December9, 2010 BY BY; • SEWER PUMP STATION IMPROVEMENT PROJECT C5 LL SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP HORIZONTAL STATION,LOCATED ON THE NORTH SIDE OF MANCHESTER o LEROY BODAS PETER COTA ROBLES AVE.,65 FEET WESTERLYOFTHECENTEROFTHE _ , MATT A. TEBBETTS R.C.E. NO. : C24087 R.C.E. NO. 312 R.C.E. NO. 52176 PIPING PROFILES NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. VERTICAL 1 ,-2 ENGINEER �=?L ELEVATION=34.664 NAVD 88 �•- _ Encinitas EXP. 12/31/11 DATE: '� D DATE: �1 SHEET 1 1 OF CITY DRAWING NO. CS-610 STREET SURFACE PERMIT NUMBER 1I- CO RTE_ PM AS-BUILT PLANS FOR ROADWAY GEOMETRIC AND ABOVE GROUND UNIMPROVED AREAS PAVED AREAS C &3�5� FEATURES (N)A/C PAVING (4" MIN) 3 5 OR EXIST. PLUS 1" MIKIWJ .M REQUIRED PERTROMAT 1 1/2" COLD PLANE VERTICAL SEPARATION 127 STATE REPRESENTATIVE DATE (OR APPROVED EQUAL) EXISTING PAVEMENT 2'-0" AS SHOWN AS SHOWN 2'-0" 2'-6" 12" (BOTH SIDES OF TRENCH) ASPHALT CONCRETE MIN, 2" OF ASPHALT MIN, MIN. FINISH GRADE SAWCUT (TYPE III, C2, PG. 64-10) SHOULDER (TYPE III, C2, PG. 64-10) SHOULDER (E)PAVEMENT RECLAMED WATER IRRIGATION 2" COMPACTED CONCRETE PAVING MAINIINE IN SLEEVE THICKNESS FINISH SLOPE 2% SLOPE 2% co NATIVE BACKFILL COMPACT ; . . ; ; CO GRADE 4% f� -� 4% / TO 95% RELATIVE DENSITY . : . . . . AGGREGATE BASE w NOTE ALL REdJMliAED WATER f&RIGATIpN PIPE AND SLEEVES \�/ 96%COMPACTION Q ALL BE PURPLE AND LABELED AS SPIECIFTED IN THE WARNING TAPE, 9"MIN.THICKNESS STANDARD SPECIFICATIONS FOR PRIVATE IRRIGATION 1 J 1 CONTINUOUS SYSTEMS WATER DISTRICT"' RULES AND REGULATIONS ; j : F y FOR CONS•iRUC710N.OF RECLAIMED WATER MAIMS \ \�� \\ ��\�\/\�\/\\/�\ TYPICAL PIPE SIZE PER PLAN OCTOBER 789 ADDITIONAL 6m OF UNTREATED DITCH POTABLE SERVICE LINE CROSSING COMPACTED SUBGRADE PER THE COMPACTED BASE UNTREATED CLASS II AGG. BASE CLASS II AGG. BASE UNLESS BEDDING MATERIAL PER APWA STANDARD SPECIFICATIONS FOR CLASS II AGGREGATE TO BE PLACED IN FILL OTHERWISE NOTED COMPACTED SUBGRADE PER THE STANDARD SPECIFICATION PUBLIC WORKS CONSTRUCTION AREAS ONLY STANDARD SPECIFICATIONS FOR COMPACT T TO 306REL AND THE SPECIAL PROVISIONS OF PUBLIC WORKS CONSTRUCTION COMPACT TO 90% RELATIVE SIDEWALK METER SOX VIITN NFTER AND THE SPECIAL PROVISIONS OF DENSITY THE CONTRACT SPECIFICATIONS 314"CRUSHED ROCK BASE CURB '`` THE CONTRACT SPECIFICATIONS D FOR RCP AND DIP 12" 12" APPROX. 8" O.D.+24" MAX. POTABLE SERVICE LINE AL ASPHALT CONCRETE PAVING DETAIL ROADWAY SECTION WITHOUT CURB SEPARATOR DETAIL i2" ftNfdUM TYPIC SCALE: NONE SCALE: NONE TYPICAL TRENCH SECTION FOR PIPES UNDER 24" DIA. SCALE: NONE 10' kCNIMUM WATER fRRIGATIOdt MAINLINE WITH SLEEVE RECLAIMED WATER IRRIGATION MAINLINE WITH, SLEEVE NOTE: VERIICAL CLEARANCE OF 127 WINIMUM IS MANDATORY WWI CROSSING PATH OF A POTABLE WATER LINE. INSTALLATION OF RECLAIMED WATER IRRIGATION HORIZONTAL,CLEARANCE ffROM THE POTASIE MAINLINE N IRE MEET, y0 450 / 5° L BEARING AREA , POTABLE MAINLINE CROSSING 14" 11.25° MJ BEND PIPE ., y 45° ,q_ BEARING AREA BEARING AREA TO BE DEFLECTED TO �q�>ti 450 DETAILS PER SAN DIEGO COUNTY MATCH SLOPE > \ ° \v\v v \ °v \� v w 14 FM c�� DEPARTMENT OF ENVIRONMENTAL HEALTH FROM PUMP (E) 14" FM s . / \�i, 450 0 STATION - - TO TREATMENT ? °• - z y/� - / �A, PLANT CM3 ul (A v i, i ' �O Jy� NOTE �\%��? NC �, . /�. BOTTOM OF TRENCH y 1. CONTRACTOR TO VERIFY LOCATION AND DEPTH' /' SECTION To FIRST FLUSH OF EXISTING PIPING PRIOR TO CONSTRUCTION. GROUND TRENCH BOTTOM TE 900 BEND 45° BEND 221/2° BEND 11 1/40 BEND ALL FITTINGS CO! CHANNEL SET ON LINE 00, CHANNEL TOP OF LOWER ELEVATION /` / / C4�` O'1' CHANNEL SHELF a� 21.0 Roos THRUST BLOCK REQUIREMENTS m 14 FORCE MAIN CONNECTION 1 BEARING AREA REQUIRED IN SQUARE FEET SCALE: 1/2"=1'-0" / _ TEE/CAP OR PLUG 90 Degree BEND 45 Degree BEND 22.5 Degree BEND 11.25 Degree BEND 78. C3 PIPE SIZE PIPE SIZE 200 225 250 200 225 250 200 225 250 200 225 250 200 225 250 nominal outside dia. psi psi psi psi psi psi psi psi psi psi psi psi psi psi psi 1.E. -0.81 8" 1'-6" 8" 4 4.80 1.8 2.0 2.3 2.6 2.9 3.2 1.4 1.6 1.7 0.7 0.8 0.9 0.4 0.4 0.4 6 6.90 3.7 4.2 4.7 5.3 5.9 6.6 2.9 3.2 3.6 1.5 1.6 1.8 0.7 0.8 0.9 CHANNEL MANHOLE TO IL 8 9.05 6.4 7.2 8.0 9.1 10.2 11.4 4.9 5.5 6.2 2.5 2.8 3.1 1.3 1.4 1.6 I.E. -2.33 PIPE CENTERLINE, VERTICAL BEND 12 13.20 13.7 15.4 17.1 19.4 21.8 24.2 10.5 11.8 13.1 5.3 6.0 6.7 2.7 3.0 3.4 FILLE T INTERSECTIONS 16 17.40 23.8 26.8 29.7 33.6 37.8 42.0 18.2 20.5 22.7 9.3 10.4 11.6 4.7 5.2 5.8 W/6" MIN. RADIUS. a CONCRETE COLLAR 18 19.50 29.9 33.6 37.3 42.2 47.5 52.8 22.9 25.7 28.6 11.7 13.1 14.6 5.9 6.6 7.3 24 25.80 52.3 58.8 65.3 73.9 83.2 92.4 40.0 45.0 50.0 11 20.4 22.9 25.5 11 10.2 11.5 12.8 I.E. -2.25 ° I.E. -1.77 0 o 18" SID ) (E) 18" SID NOTES: _ STORM DRAIN 1. ALL CONCRETE BLOCKING SHALL BE POURED AGAINST DRY, UNDISTURBED 4. THE SQUARE FOOT AREAS REQUIRED FOR BEARING ARE CALCULATED BY SAFE BEARING LOADS IN LBS/SQ. FT. 55 HEADWALL SUBGRADE.TABLE IS BASED ON 2000 POUNDS PER SQUARE FOOT THE FOLLOWING FORMULAS: �� rw x SYSTEM ALLOWABLE SOIL BEARING.WEAKER SOIL WILL REQUIRE INCREASED FORMULA AT TEE&CAP OR PLUG: THE SAFE SOIL BEARING LOADS SHOWN BELOW ARE FOR B° BEARING AREA.SEE SOIL BEARING LOAD CHART. T=PA HORIZONTAL THRUSTS WHEN THE DEPTH OF COVER OVER c a I T/K=BEARING AREA REQUIRED IN SQUARE FEET PIPE EXCEEDS 3 FEET. �� w I I I 2. KEEP CONCRETE CLEAR OF JOINTS AND ACCESSORIES. USE FORMING FORMULA AT ALL PIPE BENDS: 4 -#4 REBAR LOOPS a ° NEOPRENE WRAP AS NECESSARY. T=2PA(SIN 112 )WHERE =THE p$GREE BEND OF THE FITTING. SAFE BEARING LOAD �O�P�� SOIL LBSISQ. FT. W/SS BANDS T/K=BEARING AREA REQUIRED IN SQUARE FEET ��cl� REPLACE EXISTING MANHOLE ,�, 3. HORIZONTAL ANCHOR BLOCKING CONFIGURATIONS FOR FITTINGS NOT MUCK, PEAT,ETC 0 W/60" MANHOLE. r�2C NOTE: SHOWN SHALL HAVE PRIOR APPROVAL. WHERE: CONTRACTOR TO VERIFY T=THRUST IN POUNDS SOFT CLAY,SILT 1, 1. CONTRACTOR TO VERIFY LOCATION AND DEPTH P=TEST PRESSURE IN PSI SAND,SANDY SILT 2,000 LOCATION AND INVERTS OF 9LSo OF EXISTING PIPING PRIOR TO CONSTRUCTION. A=CROSS-SECTIONAL AREA OF PIPE IN SQUARE INCHES SAND AND GRAVEL 3,000 EXISTING PIPELINES. K=ASSUMED 2000 PSF SOIL BEARING PRESSURE SAND AND GRAVEL CEMENTED WICLAY 4,000 HARD SHALE 10,000 ELEVATION 5. WRAP FITTINGS WITH VISQUEEN PRIOR TO BLOCK POUR. IN MUCK OR PEAT,ALL THRUST SHALL BE RESTRAINED BY PILES 18" STORM DRAIN CONNECTION 2 OR TIE RODS TO SOLID FOUNDATIONS OR BY REMOVAL OF MUCK 60" INTERCEPTOR MANHOLE 3 TYPICAL THRUST BLOCKING DETAILS OR PEAT AND REPLACEMENT WITH BALLAST OF SUFFICIENT STABILITY TO RESIST THRUSTS. SCALE: 1l2"=1'-0" C3 0 SCALE: 112"=1'-0" C3 v SCALE: NONE o0 0 U r1 Call (before you D;o VERIFY SCALES r Avoid cutting underground utility lines. It's costly. BAR IS ONE INCH ON Call ORIGINAL DRAWING C r IF NOT ONE INCH ON o OR THIS SHEET, ADJUST n� A�p.TEgBF�� n 1-800-227-2600 SCALES ACCORDINGLY �o. C24087� z o Kennedy/Jenks Consultants * Exp.12 31 11 * 0 J clv�� g 10920 Via Frontera, Suite 110 A 4lEDFC� rn San Diego, Califomia, 92127 I2 �� 0 0 (858)-676-3620 0887113 0 DESIGNED BY 1 DRAWN BY I CHECKED BY REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE C.YOUNG L. MARX B.THOMAS APPROVALS CITY OF ENCINITAS DRAWING NO. 6 THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS M w PLANS PREPARED UNDER SUPERVISION OF RECOMME APP ED WORK PROJECT NO. CCE04F OLIVENHAIN U SURVEY CONTROL POINT"1044"AS SHOWN ON RECORD OF `. City SURVEY 18416.A3.5"BRASS DISC IN THE MIDDLE OF THE HORIZONTAL AS SHOWN '�`.... Of DATE :December 9, 2010 BY; By SEWER PUMP STATION IMPROVEMENT PROJECT C6 ° SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP LEROY BODAS PETER COTA ROBLES CIVIL DETAILS STATION,LOCATED ON THE NORTH SIDE OF MANCHESTER ""-,' - MATT A. TEBBETTS 02408] AVE.,65 FEET WESTERLY OF THE CENTER OF THE R.C.E. NO. : R.C.E. NO. 22 2 R.C.E. NO. 52176 NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. VERTICAL A SHAWN "t''- � ENGINEER DATE: SHEET 120E ELEVATION=34.664 NAVD 88 Encinitas EXP. 12/31/11 f � CITY DRAWING NO. CS-610 PERMIT NUMBER 11- CO RTE_ PM AS-BUILT PLANS FOR ROADWAY 2 3 2 3 GEOMETRIC AND ABOVE GROUND FEATURES CODE SUMMARY INFORMATION STATE REPRESENTATIVE DATE EMERGENCY EYEWASH/SHOWER A CONCRETE A CODES 2007 CALIFORNIA BUILDING CODE & ROOF EDGE CONTAINMENT CITY OF ENCINITAS MUNICIPAL CODE ABOVE — — WALL BUILDING TYPE TYPE V-B, NON-RATED, NON-SPRINKLERED OCCUPANCY CLASSIFICATION F-1 MODERATE HAZARD FACTORY INDUSTRIAL OCCUPANCY FLOORS ONE + BASEMENT ALLOW BL EAREA 8,500 413 SF ORNAMENTAL PER IBC TABLE 503 ALUM. FENCING I OCCUPANCY LOAD 5 OCCUPANCY SEPARATIONS NONE REQUIRED CHEMICAL ALLOWABLE HEIGHT 35 FEET PER MUNICIPAL CODE STORAGE SUMP 103 ACTUAL HEIGHT 16 FEET (� HAZARDOUS CHEMICALS 3,000 GALLONS FERRIC CHLORIDE \�V� 3'-10" 12'-10" 3'-0" I \\ 2-HR FIRE I 14T @ 11" RATED WALL (UL NO. 901) B — — — — d ° ° NOTES 1. ALL DIMENSIONS ARE TO FACE OF CMU OR CONCRETE UNLESS NOTED OTHERWISE V-6" ° E PAD FLUSH ED o °' ° 2. RW SIGNAGE IN RESTROOM PER SPECIFICATION 10400 CONCRET DN° WITH FOUNDATION d 3. RW SIGNAGE FOR QUICK-COUPLER CONNECTION OUTLET PER SPECIFICATION 10400 M M O d Cl) °' r--I----T-T'-t --r 4. PLACARD SHALL BE APPLIED ON THE FRONT OF THE STRUCTURE AND SHALL IDENTIFY 1 1 1 1 1 11 THE HAZARDS OF HEALTH, FLAMMABILITY AND INSTABILITY PER NFPA 704. ALUM. i li li i ii i it ° d LADDER 7,_8„ I HOSE RACK. PROVIDE — — — ° w 5. CHEMICAL STORAGE TANK SHALL HAVE PROPER SECONDARY CONTAINMENT AND EACH OC REYCYCLED WATER ° ' INDIVIDUAL TANK CONTAINING HAZARDOUS MATERIAL MUST BE LABELED WITH " E 12'-10" 3'-1" FE SIGNAGE CARD FOR THE INDIVIDUAL MATERIAL HAZARD AS REQUIRED 3 10„ s --- --- --L- --L-1--L _ -------------- ° d APPROPRIATE NFPA 704 PLACARD 14T @ 11" o a d ° ° BY THE FIRE DEPARTMENT. ELECTRICAL `O M7 STL. HANDRAIL & ° 6. ON EACH FLOOR PROVIDE ONE (1) 2A-1060 MINIMUM RATED FIRE EXTINGUISHER PER ROOM 8 @ ° GUARDRAIL, BOTH j 3,000 SF. TRAVEL DISTANCE NOT TO EXCEED 75 FT. CFC SECTION 906 101 --JACCESS d SIDES, SEE DET. 4/A5 d A4 DOOR IN ° CEILING d ACOUSTIC UNISEX LOUVER TOILET O °� 4. 4 d ° LEGEND N J r x AUP c O2 DOOR IDENTIFICATION TAG, SEE DOOR SCHEDULE 3'-0" DRY WELL � ° 102 ROOM IDENTIFICATION TAG, SEE FINISH SCHEDULE FE CONCRETE WALL 6'-8" 11,4„ 1'-4" ° ° V ET WE CMU WALL d d ° 105 ° CMU WALL, 2 1/2" STUDS, 5/6" GYP. BD. d d ° ° a 4" METAL STUDS, 5/8" GYP. BD. ALUM. ACCESS °' 7, HATCH, TYP. OF 3 A dd A o FE FIRE EXTINGUISHER ALUM. ACCESS HATCH d ° d d ° L d d. Q, d ° '4 ° E — O � a d ° 0 °. . A d. o d N F - - - - - - N A � A a A2 Y A2 FLOOR PLAN AT EL. +20.15 FLOOR PLAN AT EL. -14.00 Call before you o;c VERIFY SCALES 0 2' 4' Avoid cutting underground 0 2' 4' 8' utility lines. It's costly. BAR IS ONE INCH ON SCALE: 1/4"=1'-0" Call ORIGINAL DRAWING SCALE: 1/4"=1'-0" 0 ® 1 \G�NSED ARCy roc IF NOT ONE INCH ON OR THIS SHEET, ADJUST " GREG A.ROBLEY s � 1-800-227-2600 SCALES ACCORDINGLY 4-7374/ � * 0986 ' * o REN RO 11 C Kennedy/Jenks Consultants 10920 Via Frontera, Suite 110 /% San Diego, California, 92127 r9TF OF Cp1.�FOP�� izo ° (858)-676-3620 0887113 APPROVALS CITY OF ENCINITAS DRAWING NO. 00 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE G. ROBLEY G. ROBLEY W. G. RAMROTH g THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS /� � '\ City PLANS PREPARED UNDER SUPERVISION OF RECOM LADED APP ED WORK PROJECT NO. CCE04F OLIVENHAIN cO SURVEY CONTROL POINT"1044"AS SHOWN ON RECORD OF ; W - SEWER PUMP STATION IMPROVEMENT PROJECT Al SURVEY 18416.A 3.5"BRASS DISC IN THE MIDDLE OF THE AS SHOWN / *- `t DATE :December 9, 2010 BY: BY z HORIZONTAL 0f LEROY BODAS PETER COTA ROBLES SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP t "" MATT A. TEBBETTS 024087 FLOOR PLANS AT EL. -14.00 AND EL. +20.15 STATION,LOCATED ON THE NORTH SIDE OF MANCHESTER R.C.E. NO. : R.C.E. NO. 22 12 R.C.E. NO. 52176 AVE.,65 FEET WESTERLY OF THE CENTER OF THE AS SHOWN ZA // NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. VERTICAL Encinitas ENGINEER 12/31/11 DATE: DATE: O SHEET G OF 60 ELEVATION=34.664 NAVD 88 EXP. CITY DRAWING NO. CS-610 PERMIT NUMBER 11- CO RTE_ PM AS-BUILT PLANS FOR ROADWAY GEOMETRIC AND ABOVE GROUND FEATURES STATE REPRESENTATIVE DATE _ 3 SOLAR PHOTO VOLTAIC 9 PANELS OVER ALUM. T---�__ .------Y�- I` I A-5 HOLD-DOWN CLIPS — — 72 STEEL COLUMN FA I I I _ I SPLIT-FACE CMU A-5 CEMENT PLASTER OVER CMU ELECTRICAL -FACE CMU � ROOM 101 CONCRETE CEMENT PLASTER CONTAINMENT WALL OVER CMU SOLAR PHOTOVOLTAIC [� PANELS �-\Y\ T.O. SLAB EL. +20.15 ° ° ° ° ° 7 4 d ° d 4 ° d c ALUM. GRATING, 4 c . ALUM. LADDER I SEE STRUCT. a 4 4 d ° as 1 4 A5 VENT PIPE d ° ° d 4 w 0 ° 4 4 O PREFINISHED GALV. STL. HANDRAIL STANDING SEAM d 4 & GUARDRAIL METAL ROOF 4 ° d ° 4 SOLAR ° PHOTOVOLTAIC ° DRY WELL PANELS 4 104 I I a ° PREFINISHED A 2 RAINWATER ° METAL GUTTER LEADER BELOW ° 4 A2 A5 d d ° 4 4 4 a ° 4 ROOF PLAN d 0 2' 4- 8' T.O. SLAB 4 ° SCALE: 1/4"=1'-0" ° EL. -14.00 d d ° 4 ° ° d e d 4° ° O 4 O ° 4 d 4_ 4 ed 4 ° c 4 4' a O r R �a a w w Y BUILDING SECTION A 0 2' 4'. _ B' A, NOTES SCALE: 1/4"=1'-0" 1. A CLASS A ROOF ASSEMBLY MEETING UL790 SHALL BE INSTALLED. C&N before you °aO VERIFY SCALES Avoid cutting underground utility lines. It's costly. BAR IS ONE INCH ON gED ARC// Call ORIGINAL DRAWING GR A.RO EY � 0 ® 1 �- N IF NOT ONE INCH ON * N. /0 1 EN.02/0 11 A OR THIS SHEET, ADJUST 1-800-227-2600 SCALES ACCORDINGLY 9JF OF CA`\�pE`a Kennedy/Jenks Consultants 10920 Via Frontera, Suite 110 d San Diego, California, 92127 >_ (858)-676-3620 'o 0887113 Cn REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE G. R BLEY G. ROBLEY W. G. RAMROTH APPROVALS CITY OF E N C I N ITAS DRAWING NO. THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS city PLANS PREPARED UNDER SUPERVISION OF RECOMME D APP ED WORK PROJECT NO. CCE04F OLIVENHAIN SURVEY CONTROL POINT"1044"AS SHOWN ON RECORD OF c''" O SURVEY 18416.A3.5"BRASS DISC IN THE MIDDLE OF THE AS SHOWN / ` %"` DATE :December 9, 2010 BY: BY: SEWER PUMP STATION IMPROVEMENT PROJECT AZ SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP HORIZONTAL + / Z STATION,LOCATED ON THE NORTH SIDE OF MANCHESTER o+ LEROY BODAS PETER COTA ROBLES STATION,LOCATED E NORTH EOFMANE u MATT A. TEBBETTS R.C.E. NO. : C24087 R.C.E. NO. 22 12 R.C.E. NO. 52176 BUILDING SECTION AND ROOF PLAN NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. VERTICAL AS SHOWN ELEVATION=34.664 NAVD 88 Encinitas ENGINEER EXP. 12/31111 DATE: DATE: ! //D SHEET 14 OF 64 CITY DRAWING N -61 PERMIT NUMBER 11- CO RTE_ PM AS-BUILT PLANS FOR ROADWAY GEOMETRIC AND ABOVE GROUND FEATURES PHOTOVOLTAIC STATE REPRESENTATIVE DATE PANELS 2'-0"X 4'-0" ALUM. PREFINISHED STANDING WINDOW, SEE SEAM METAL ROOF DET. 5/A-4 GRATED WALKWAY, SEE STRUCT. 2'-8" x 2'-0"ACOUSTIC LOUVER, SEE DET. 7/A-4 STEEL COLUMN ALUM. LADDER, STEEL ROOF SEE STRUCT. PREFINISHED MTL. BEAM COPING, TYP., SEE ALUM. LADDER, DET. BIA-5 SEE STRUCT. B.O. WINDOW 8"H ALUM. T.O. PILASTER NUMBERS PREFINISHED R B.O. LOUVER METAL GUTTER / \ 1/4" CHANNEL SCREED, TYP. co � D CONCRETE SPLASH BLOCK CEMENT PLASTER 1/4" CHANNEL POWDER COATED ALUMINUM SURGE TANK SPLIT-FACE CMU SURGE TANK HOLLOW METAL SPLIT-FACE CMU SMOOTH FACE CMU OVER 16"X16" CMU SCREED, TYP. ORNAMENTAL FENCING IN FRONT DOORS & FRAME v PILASTER WEST ELEVATION SOUTH ELEVATION 0 2' 4' 8' 0 2' 4' 8' SCALE: 1/4"=1'-0" SCALE: 1/4"=V-0" PHOTOVOLTAIC CEMENT PANELS PLASTER H.P. ROOF SOFFIT PHOTOVOLTAIC 3'-4" X 2'-0" R.O. PANELS ACOUSTIC LOUVER, SEE DET. 7/A-4 B.O. LOUVER T FENCING `-1- BEYOND T.O. PILASTER PREFINISHED METAL—1—- - — - - — ic DOWNSPOUT ALUM. LOUVER .. .. - t4 11 1 1 RECLAIMED O . °D I I A I WATER SIGN T.O. WALL [T �F 7, -T u CEMENT PLASTER OUTLINE OF CONCRETE HOLLOW METAL CONTAINMENT CONCRETE CHEMICAL TANK DOOR AND LIGHT FITXURE, CEMENT PLASTER OVER CMU CONTAINMENT TYP. OF 5 WALL OVER E X16" CMU WALL FRAME,TYP. PILASTER 00 RECYCLED s WATER SIGN 77 M7 _o NORTH ELEVATION EAST ELEVATION 0 2' 4' 8' 0 2' 4' 8' SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" w w Y_ LI before you °aO VERIFY SCALES void cutting underground utility lines. It's costly. BAR IS ONE INCH ON Call ORIGINAL DRAWING Cl) 0 ® 1 4F�SED ARr y�T� °oQ IF NOT ONE INCH ON o GR A.R LEY L OR THIS SHEET, ADJUST c 1-800-227-2600 SCALES ACCORDINGLY - 98 REN.02/ 11 C Kennedy/Jenks Consultants s '/ 10920 Via Frontera, Suite 110 /TL'%o �9TF OF CALF San Diego, California, 92127 0 (858)-676-3620 REVISIONS APPROVED 0887113 REFERENCES DATE BENCH MARK SCALE G. ROBLEY G. ROBLEY W. G. RAMROTH APPROVALS CITY O F E N C I N ITAS DRAWING NO. THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS Clty PLANS PREPARED UNDER SUPERVISION OF RECOMME AP ED WORK PROJECT NO. CCE04F OLIVENHAIN SURVEY CONTROL POINT"1044"AS SHOWN ON RECORD OF ;`"'" '� SURVEY 18416.A3.5"BRASS DISC IN THE MIDDLE OF THE HORIZONTAL AS SHOWN � DATE :December 9, 2010 BY: BY: SEWER PUMP STATION IMPROVEMENT PROJECT A3 $ SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP '� w of Z STATION,LOCATED ON THE NORTH SIDE OF MANCHESTER MATT A. TEBBETTS C24O87 LEROY SODAS PETER COTA ROBLES BUILDING ELEVATIONS AVE.,65 FEET WESTERLY OF THE CENTER OF THE ASSHOWN R.C.E. NO. : R.C.E. N0. 2 12 R.C.E. NO. 52176 NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. VERTICAL Encinitas ENGINEER EXP I /t110 46o ELEVATION=3INTE INTERSTATE 88 12/31111 DATE: DATE: a SHEET 150F 64 CITYDRAWIN, N -61 PERMIT NUMBER 11- 3„ CO RTE_ PM DOOR SCHEDULE - 3/8"x4" BOLT AS-BUILT PLANS FOR ROADWAY IN THREADED INSERT GEOMETRIC AND ABOVE GROUND ' 11 BATT EATURES OPENING DOOR FRAME ASSEMBLY F ' - INSULATION ' .•, , . c 1/4"WD. SHIM DETAILS (SEE NOTE 1 BELOW) REMARKS SEALANT B & STATE REPRESENTATIVE DATE NO. SIZE TYPE MATERIAL MATERIAL HARDWARE FIRE 5/16^ PHENOLIC PANEL OVER 5/8" WIDTH X HEIGHT ; r BACKER ROD, HEAD JAMB SILL GROUP RATING ?" ' ' GYP. BD. OVER BOTH SIDES 2-112"MTL STUDS ;„ L6x3.5x5/16 CONT. .: @ 16" O.C. _ � MTL. FLASHING STL ANGLE, 1 PAIR 3'-2" X 84" B H.M. H.M. 1 2 SIM 3 1 - CMU WALL - o @HEAD I WELD AT ENDS 1/4" NEOPRENE 2 3'-0" X 7'-0" C H.M. H.M. 4 2 3 2 t' 20 GA CLIP ANGLE r GASKET BIRD SCREEN @ EACH STUD - – - I 3 3'-0" X T-0" A H.M. H.M. 1 2 SIM 3 3 ACOUSTIC LOUVER I 4 SEALANT B& 1/4" NEOPRENE 3/8"x4" BOLT IN BACKER ROD, GASKET -- SEALANT B& THREADED BOTH SIDES BACKER ROD, MTL. SILL INSERT APPLIED STOP BOTH SIDES� � FLASHING DOOR TYPES DOOR ABBREVIATIONS HOLLOW HOLLOW STL, ANGL is �— HOLLOW METAL CONT. ALUM. FRAME 1/4" WD. SHIM STL. ANGLE, METAL DOOR METAL LOUVER �� -- INSECT WELD AT ENDS ALUM HM = HOLLOW METAL FRAME CMU WALL H.M. DOORS SCREEN H.M. DOOR & FRAME LOUVER M.O. = MASONRY OPENING O & FRAME STL = STEEL H.M. DOOR HEAD 1 H.M. TRANSOM HEAD JAMB SIM 4 ACOUSTIC LOUVER HEAD/SILL JAMB SIM)7 --- H.M. DOOR 6 3 U 6 A4 6 3 0 6 A4 A3 & FRAME SCALE 7 3"=V-10" + + + DOOR NOTES -------------3" KA R-11 BATT M ° 1 . ALL DOOR DETAILS ON THIS SHEET INSULATION -- a° CMU WALL UNLESS NOTED OTHERWISE. 5/16" PHENOLIC PANEL kz/2. ALL EGRESS DOORS SHALL BE READILY OPERABLE OVER 5/8" GYP. BD. FOR THE EGRESS SIDE WITHOUT THE USE OF A KEY OVER 2-1/2" MTL STUDS A B C 16"X16" ALUM O DOOR LOUVER @ - � OR SPECIAL KNOWLEDGE OR EFFORT. 16" O.C. (OMIT @ SIM)-- — — - — 5/16" PHENOLIC PANEL OVER 5/8" 16 GA STL.TEE `:' : ' ; -- 4" MTL. STUDS @ GYP. BD., EXTEND ALUM DRIP - BACKER ROD ANCHOR, 2'-0"O.C. 1 -_ @ HEAD &SEALANT B 16" O.C., EXTEND TO CEILING t d' TO ROOF DECK , b; r :. . � UNISEX TOILET CMU WALL ALUM. TO GYP. BD., EXTEND � , 114" GLAZING - WINDOW TO TOP OF STUDS MILDEW RESISTANT FINISH SCHEDULE SEALANT & BACKER ROD SHIM RESILIENT 5' X 6" HIGH ROOM FLOOR BASE WALL CEILING 1 BACKER ROD / COVE BASE LESS EPDXY CONCRETE CURB •, & SEALANT B , ' SEAM iv q 4 OVER CONCRETE NO. NAME MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH HEIGHT GROUT FRAME SEALANT B& FULL BACKER ROD, BOTH SIDES d EXPOSED HOLLOW 101 ELECTRICAL ROOM CONCRETE CONC./RESILIENT - CMU/GYP VARIES METAL DOOR HOLLOW ALUM SILL STRUCT. METAL FLASHING 102 UNISEX TOILET CONCRETE D CONCRETE OD PHENOLIC GYP. BD. © 9'-0" FRAME f a• EXPOSED 103 CHEMICAL STORAGE CONCRETE _ CONCRETE _ CMU/STUCCO STRUCT. O VARIES EXPOSED E104 DRY WELL CONCRETE CONCRETE CONCRETE - STRUCT. - 33'-1" H.M. DOOR JAMB 2 ALUM. WINDOW HEAD/SILL JAMB SIM 5 INTERIOR WALL EXPOSED s 3 o s A4 s 3 6 A3 WET WELL CONCRETE - CONCRETE - CONCRETE STRUCT. - 34'-2" 3"=V-0" 3"=V-0" ALE: 1-1/2"=1'- " HM DOOR 18"x24" MIRROR PHENOLIC PANEL OVER FINISH NOTES HM FRAME TOILET SEAT LAVATORY GYP. BD., TYP. COVER DISP. 4 WALLS CONCRETE WEATHERSTRIP \ PAINT SYSTEMS: SEE SPECIFICATION SECTIONS 09900 1 . PAINT ALL HOLLOW METAL DOORS AND FRAMES PAINT SYSTEM SLAB DOOR BOTTOM / SOAP DISP. LAVATORY 00 AND 09672 FOR PAINTING SYSTEMS INDICATED IN THE 0 SCHEDULE 2. PAINT ALL EXPOSED INTERIOR AND EXTERIOR STRUCTURAL STEEL TIHRESHOLD INSULATED N AND NON-GALVANIZED METAL FABRICATIONS PAINT SYSTEM � �� P-TRAP SYSTEM AO = HIGH GLOSS FINISH N 3. PRE-FINISHED ITEMS SHALL NOT BE PAINTED. v SYSTEM © = SEMI-GLOSS FINISH a EPDXY CURB, TOILET PAPER a TOWEL DISPENSER & SYSTEM © = EGGSHELL FINISH 4. APPLY CLEAR WATER RESISTANT SEALER TO ALL EXPOSED EXTERIOR a a TYP. DISP. WASTE RECEPTACLE a SYSTEM �D = SEAMLESS EPDXY CMU AND CONCRETE VERTICAL SURFACES, SEE SPECIFICATION 07190. ROOM 102 - NORTH ROOM 102 - WEST ROOM 102 - EAST ROOM 102 - SOUTH Y 5. WALL AND CEILING MATERIALS SHALL NOT EXCEED THE FLAME SPREAD CLASSIFICATIONS IN IBC TABLE 803.5. NOTE: SEE 11/A5 FOR ACCESSIBLE MOUNTING HEIGHTS 6. PENETRATIONS OF FIRE-RESISTIVE WALLS, FLOOR-CEILINGS AND H.M. DOOR SILL 3 INTERIOR ELEVATIONS 9 Call before you Dap ROOF-CEILINGS SHALL BE PROTECTED AS REQUIRED IN IBC SECTION 712. 6 3 0 s Avoid cutting underground VERIFY SCALES Aa Aa utility lines. It's costly. BAR IS ONE INCH ON 7. HOLLOW METAL DOORS TO BE PAINTED PATINA GREEN. EXPOSED ROOF SCALE, &'=V-171" SCALE: 1/4"=1'-0" Call ORIGINAL DRAWING STRUCTURE TO BE PAINTED DARK GRAY. 3 v 0 ® 1 8. ALL INTERIOR FINSIHES TO COMPLY WITH CHAPTER 8 OF THE CBC/CFC. IF NOT ONE INCH ON � gED AROy r�c� °Ca GR GA.R LEY ' OR THIS SHEET, ADJUST 1-800-227-2600 SCALES ACCORDINGLY * 0 * o REN.02/05/11 C Kennedy/Jenks Consultants Via San Diego, California,l go, Ca fo nia, 92127 � OF CAL\F��\P o (858)-676-3620 0887113 DESIQNFD BY 1 DRAWN BY I CHECKED BY REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE G. ROBLEY G. ROBLEY W. G. RAMROTH APPROVALS CITY O F E N C I N ITAS DRAWING NO. o WORK PROJECT NO. CCE04F co THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS �'"---'�'�, Clty PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED AP VE OLIVE o SURVEY CONTROL POINT"1044"AS SHOWN ON RECORD OF / SURVEY 18416.A3.5"BRASS DISC IN THE MIDDLE OF THE AS SHOWN C .� ` . \� DATE :December 9, 2010 gy. l`— BY: SEWER PUMP STATION IMPROVEMENT PROJECT SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP HORIZONTAL STATION,LOCATED ON THE NORTH SIDE OF MANCHESTER t 0 LEROY SODAS PETER COT2 ROBLES DOOR AND FINISH SCHEDULE Z AVE.,65 FEET WESTERLY OF THE CENTER OF THEY _ MATT A. TEBBETTS R.C.E. NO. : C24087 R.C.E. N0. 22 12 R.C.E. N0. 52176 NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. VERTICAL AS SHOWN �., Encinitas ENGINEER EXP. DATE: �2/' ¢�a DATE: SHEET 16 OF 64 ELEVATION=34.664 NAVD 88 `��,- � 12131/11 CITY DRAWING NO. CS-610 PERMIT NUMBER I I- CO RTE_ PM 1.5" SCHED. 40 GALV. AS-BUILT PLANS FOR ROADWAY STL. GUARDRAIL POST SET IN SLEEVE AND GEOMETRIC AND ABOVE GROUND PHOTOVOLTAIC PANELS ON ALUM. PHOTOVOLTAIC PANELS ON NON-SHRINK GROUT FEATURES HOLD-DOWN CLIPS ON ROOF ALUM. HOLD-DOWN CLIPS PANEL SEAMS @ 5-0" O.C. MAX. PREFINISHED STANDING SEAM ACCESS. SYMBOL, STATE REPRESENTATIVE DATE PREFINISHED STANDING MTL. ROOFING OVER VAPOR SEAM MTL. ROOFING OVER BARRIER OVER 3" RIGID / 1.585"0 TL. LONG RAISED LETTER VAPOR BARRIER OVER 3" j SOLID STL. BRAILLE ROOM ID INSULATION �/ / REINFORCING BAR SIGN. CONFORM TO RIGID INSULATION --- CBC 111713.5.9 P.T. WOOD ROOM ID SIGN P.T. WOOD NAILERS `� INTERNATIONAL SYMBOL NAILERS __ =< OF ACCESS. 12" DIA TOP OF HANDLE OF PREFINISHED MTL. ( PREFINISHED CIRCLE AND TRIANGLE MTL. FLASHING a / FIRE EXTINGUISHER FOR UNISEX. CONFORM FLASHING - 2X10 HISS FASCIA -� / � \ TO CBC 11158.5 STRUCT. 2X10 HSS FASCIA --- a II II o p \ RECLAIMED WATER 42" ADJACENT TO T. PREFINISHED MTL. 1'-0" MTL. DECK ` 36" BEHIND TOILET SOFFIT LINER PANELS d CONT. MTL. 4 SIGN CONT. BENT MTL. L1-1/2"X1-1/2" — 2'-0" L1-1/2'X1-1/2', GROUT_ STRUCT. I I ' ` ° ¢ ENTER LINE FILL , BOTH SIDES PREFINISHED MTL MTL. DECK a . OF HOLDER b _ SOFFIT LINER PANELS TAPERED HS S �' BEAM, SEE STRUCT. L� �J �- --r-� 3.5" LD. SCHEDULE 10 GALV POST SLEEVE ° x m En d p 6" TYP. TO EDGE OF CONCRETE / SANITARY FACILITIES FIRE EXTINGUISHER SOAP GRAB BARS TOILET PAPER WALL SECTION 3 POST DE`I AIL c ENTRANCE DISPENSER AT TOILET DISPENSER WALL SECTION 1 V ,Y) 0 1' 0 3/4,-=1,-o,- 2' 3' 1' 2' 3' 6 A5 �►v\ A2 A2 6 3 0 - 5 CE CONCRETE WALL 2 1/2„ NOTES: 1.5" SCHED 40 GALV, STL, INSULATE HOT WATER SUPPLY AND A5 AO 6'O•• BITUMINOUS HANDRAIL. EXTEND 12" BEYOND WASTE LINE UNDER LAVS AND SINKS. `ST- 0'k GALV. STL. HANDRAIL, COATING - LAST BRACKET AND RETURN TO PROVIDE WRIST OPERATORS ON SINK - ;ICz, ' ATTACH AT EA. VERTICAL WALL 1AND LAVATORY FAUCETS. SUPPORT, SEE DET. A5 (2)#10-24 SS FLAT HEAD PHILLIPS AND ACCESS ® SELF-DRILLING SELF-TAPPING METAL OPENING 17"MIN. PHOTOVOLTAIC PANELS / SCREW X5/8" LONG ON ALUM. HOLD-DOWN CLIPS ON ROOF PANEL � � � 1-1/2" SCHED, 40 GALV. STL. HANDRAIL BRACKET LOCATE HANDLE ° STL. GUARDRAIL AND ON SIDE WITH SEAMS @ 5'-0" O.C. MAX. 04 — POSTS, TYP. LARGER OPEN DET. A - WALL MOUNTED s/a°0 x 3"ss SPACE PREFINISHED STANDING t EXPANSION ANCHORS X Q SEAM MTL. ROOFING OVER _ ; RETURN HANDRAIL TO 2 1/2" g _ W ? g O, — - VERTICAL SUPPORT v � RIGID INSULATION 1.5" SCHED 40 GALV. STL. HANDRAIL. O ? 04 VAPOR BARRIER OVER 3" ` _ COPE WELD AND r EXTEND 12" BEYOND LAST BRACKET ^ N J N P.T. WOOD o 'o ' GRIND SMOOTH, AND RETURN TO WALL `� TYP. / NAILERS N e I i -- WELD POST TO i SEAT COVER PAPER TOWEL MIRROR WATER CLOSET LAVATORY 1 8„ 4X4 PREFINISHED o 1 STRINGER --- - (2)#10-24 SS FLAT HEAD PHILLIPS SELF- DISPENSER DISPENSER (FLUSH VALVE) MIN. 1 STRUCT. r SHEET MTL GUTTER o DRILLING SELF-TAPPING METAL SCREW X5/8" LONG MTL. DECK 2'-0" _ CONT. 1-1/2"X2" MTL BENT STL. ROD HANDRAIL BRACKET CONT. BENT MTL. i CHANNEL . WELDED STL STRINGER O v WELDED TO EACH POST. L1-112"X1-112" , PREFINISHED MTL. NOTE: BOTH SIDES SOFFIT LINER PANELS 1. FOR RISER HEIGHT& TREAD DEPTH SEE STAIR PLANS & SECTIONS. DET. B - POST MOUNTED TAPERED HSS FLASHING SET IN BEAM, SEE STRUCT. SEALANT IN SAW STAIR SECTION 4 HANDRAIL DETAIL 7 MOUNTING HEIGHTS 11 CUT CMU PREFINISHED MTL. A5 D 6 A5 A5 fi FLASHING OVER P.T. — SCALE� 1/2"= BLOCKING W/ RAIN COLLAR "= PREFINISHED STANDING SEAM -- - 1 MTL. ROOFING OVER VAPOR BARRIER OVER 3" RIGID CONT. MINERAL WOOL In Order to Conserve Water CEMENT PLASTER OVER INSULATION FIREPROOFING SMOOTH FACE CMU 1-1/2" SCHED. 40 1-1/2" SCHED. 40 THIS BUILDING USES GALV. STL. POST GALV. STL. POST �" RECLAIMED WATER TO 3"0 RAINWATER & GUARDRAIL r & GUARDRAIL FLUSH TOILETS AND LEADER PREFINISHED MTL. URINALS SMOOTH 1-1/2" SCHED. 40 7 SLOPE BLOCKING ! -- \ COPING OVER P.T. a GALV. STL. HANDRAIL --- FACE CMU �wj AS OCCURS, SEE DET. A5 DO NOT NO TOME \ CUT BLOCK FOR LEADER ¢ U DRINK EL AGUA / m CL v PREFINISHED MTL. M M -- - SOFFIT LINER PANELS � i CONCRETE SPLASH BLCOK CW! 1.585"0 SOLID STL. CU" 1.585"0 SOLID STL. cN REINFORCING BAR, N „ REINFORCING BAR, WASH HANDS AFTER CONTACTING ' CONT, BENT MTL. STRUCT. LAVASE SUS MANOS DEPARTES DE AZAR ° 1'-8" LONG, EPDXY 1'-8" LONG, EPDXY CEMENT PLASTER L1-112"X1-1/2" � • _ TO POST TO POST OVER SMOOTH FACE ' MTL. DECK n 3/8"X8"X10" BENT as e <a WELD POST TO CMU PILASTER 8" SPLIT-FACE ° c PL., BOTH SIDES CMU 12" c� STRINGER 6 r A5 NOTES: SCREED,8„ N TYP. 4 a a � CONCRETE 8" CONCRETE 1. REFER TO SECTION 10400 OF THE SPECIFICATIONS. WALL r 2. SIGNS SHALL BE MANUFACTURED OF ALUMINUM SHEET, THICKNESS SHALL BE 18 GAGE. 3. THE SIGN SHALL INCORPORATE A PURPLE BACKGROUND WITH WHITE LETTERS AND SYMBOLS. Y STL. STAIR STRINGER, 4. SIGN SHALL MEET REQUIREMENTS OF CALIFORNIA ° SEE STRUCT. + PLUMBING CODE 1619.0 (A). ° a 2 GUARDRAIL/HANDRAIL SECTION 5 PILASTER DETAIL 8 2-HOUR FIRE WALL SECTION g RECYCLED WATER SIGNAGE 10 WALL SECTION o 1/2 D r z' 3' A3 0 1 z 3 A2 A3 A2 A5 SCALE: 1"=1'-0" SCALE: 1"=1'-0" _ Call before you DEo VERIFY SCALES Avoid cutting lions. ICs costly.nd c,QO ARC/,//" BAR IS ONE INCH ON Call ORIGINAL DRAWING GR A.ROBLEY o ° ` � a N 0 ® 1 * -3 98 Q REN.02/05/11 IF NOT ONE INCH ON OR THIS SHEET, ADJUST judr \P 1-800-227-2600 SCALES ACCORDINGLY 00 lF OF CA%0F Kennedy/Jenks Consultants 10920 Via Frontera, Suite 110 L C San Diego, California, 92127 0 M (858)-676-3620 0887113 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE G. ROBLEY G. ROBLEY W. G. RAMROTH APPROVALS CITY OF E N C I N ITAS DRAWING NO. 00 DESIGNIFD BY I DRAWN BY 1 CHECKED BY /!- City PLANS PREPARED UNDER SUPERVISION OF RECOMM D APP ED WORK PROJECT NO. CCE04F OLIVENHAIN o THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS SURVEY CONTROL POINT"1044"AS SHOWN ON RECORD OF \� .December9, 20102__ BY: SEWER PUMP STATION IMPROVEMENT PROJECT A5 SURVEY 18416.A 3.5"BRASS DISC IN THE MIDDLE OF THE AS SHOWN �� - O DATE . 13Y: z SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP HORIZONTAL --..:;; i STATION,LOCATED ON THE NORTH SIDE OF MANCHESTER ; LEROY SODAS PETER COTA ROBLES _ MATT A. TEBBETTS R.C.E. NO. : C24087 R.C.E. N0. 22 12 R.C.E. N0. 52176 BUILDING DETAILS AVE.,65 FEET WESTERLY OF THE CENTER OF THE AS SHOWN ` NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. VERTICAL �. Encinitas ENGINEER EXP. 12131111 DATE: 2 � DATE: SHEET 17 OF 64 ELEVATION=34.664 NAVD 88 �� ,/ CITY DRAWING NO. CS-610 PERMIT NUMBER 11- CO RTE_ PM GENERAL STRUCTURAL NOTES SPECIAL INSPECTION AND AS-BUILT PLANS FOR ROADWAY TESTING SCHEDULE GEOMETRIC AND ABOVE GROUND GENERAL REINFORCING STEEL STRUCTURAL STEEL DECK 1. CONCRETE FEATURES 1. DESIGN AND CONSTRUCTION SHALL CONFORM TO THE 2007 CALIFORNIA BUILDING CODE. 1. REINFORCING BARS SHALL BE ASTM A615-GRADE 60. 1. PROVIDE A COLD FORMED STEEL DECK FABRICATION FROM STEEL CONFORMING TO ASTM A1008 SS PROVIDED IN ACCORDANCE WITH TABLE 1704.4. 2. THESE NOTES AS WELL AS THE TYPICAL DETAILS APPLY TO ALL PARTS OF THE PROJECT, UNLESS 2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. OR ASTM A653,STRUCTURAL QUALITY,AND SECTION A3 OF THE LATEST EDITION OF THE AISI [X] CONTINUOUS PLACEMENT INSPECTION SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS. STEEL SHALL [X] EXCEPTIONS:2,500 PSI OR TYPE E CONCRETE NOTED OTHERWISE. 3. ARRANGEMENT AND DETAILING OF REINFORCING STEEL, INCLUDING BAR SUPPORTS AND SPACERS, STATE REPRESENTATIVE DATE 3. SHOP DRAWINGS FOR THIS CONTRACT SHALL BE COORDINATED WITH FAVORABLY REVIEWED SHALL BE IN ACCORDANCE WITH THE LATEST ACI 315 DETAILING MANUAL. HAVE A MINIMUM YIELD POINT OF 38 KSI. [X] 4 CYLINDERS PER 100 CUBIC YARDS' EQUIPMENT MANUFACTURER'S DRAWINGS. 4. REINFORCING SHALL LAP A MINIMUM OF OF 1.3 Ld AT SPLICES UNLESS OTHERWISE SHOWN.WHERE Ld IS 2. STEEL DECK PROPERTIES&FINISHES: TEST: 2 @ 7 DAYS,2 @ 28 DAYS. 4. DIMENSIONS NOTED WITH AN ASTERISK,"'",ARE TO BE COORDINATED WITH FAVORABLY REVIEWED THE TENSION DEVELOPMENT LENGTH.WHEN BARS OF DIFFERENT SIZE LAP TO EACH OTHER,SPLICE 'EACH MIX PLACED, EACH DAY PLACED STRUCTURAL ABBREVIATIONS EQUIPMENT MANUFACTURER. LENGTH FOR THE SMALLER BAR CAN BE USED. DOWELS SHALL HAVE THE SAME SIZE AND SPACING AS STRUCTURAL STEEL DECK SCHEDULE 2. BOLTS INSTALLED IN CONCRETE THAT OF THE REINFORCING STEEL THEY ARE SPLICED AND SHALL HAVE A MINIMUM LAP AS NOTED +S In S In FINISH FILL TYPE' [X] ALL BOLTS PERMITS AND INSPECTIONS ABOVE.BAR SPLICES SHALL BE STAGGERED. MARK GA DEPTH I (in ) (' (' [ ] LOCATION: 5. HOOK REINFORCING BARS INTERRUPTED BY OPENINGS. Q 1 20 1 1/2" 0.216 1 0.235 1 0.248 1 GALV G90 NO FILL I N/A 3. SPECIAL MOMENT-RESISTING CONCRETE FRAME & AND JT JOINT 1. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS REQUIRED BY 6. NO WELDING OF REINFORCING BARS SHALL BE PERMITTED, UNLESS APPROVAL IN WRITING IS OBTAINED NOT USED @ AT THE LOCAL BUILDING INSPECTOR AND AS DESCRIBED IN THE SPECIFICATIONS. FROM THE ENGINEER PRIOR TO CONSTRUCTION. OR EQUAL,ROOF DECK TYPE IS BASED ON VERCO MANUFACTURING, MAY BE SUBMITTED FOR ENGINEER'S REVIEW. . EQUIVALENT PRODUCTS BY VULCRAFT, 4. REINFORCING STEEL AND PRESTRESSING TENDONS # NUMBER KIP 1,000 POUNDS 2. THE CONTRACTOR SHALL SELECT,INSTALL AND MAINTAIN SHORING,SHEETING, BRACING AND 7. DIMENSIONS TO REINFORCING ARE TO BAR CENTERLINES,UNLESS NOTED OTHERWISE BAR COVER IS SEE SPEC 05310. [X] PLACEMENT INSPECTION 0 DIAMETER KSI KIPS PER SQUARE INCH SLOPING AS NECESSARY TO MAINTAIN SAFE EXCAVATIONS.THE CONTRACTOR SHALL BE CLEAR DISTANCE BETWEEN THE BAR AND THE CONCRETE SURFACE. UNLESS NOTED OR SHOWN 3. FORM DECK UNITS TO SPAN 3 OR MORE SUPPORTS WITH DECK ENDS BEARING 3-INCHES ON SUPPORTING [ ] STRESSING AND GROUTING OF TENDONS AASHTO AMERICAN ASSOCIATION RESPONSIBLE FOR ENSURING FULL COMPLIANCE WITH 29 CFR PART 1926 OSHA SUBPART P OTHERWISE BAR COVER FOR REINFORCING STEEL SHALL BE AS FOLLOWS: MEMBERS OR INTERIOR END LAPS. 5. STRUCTURAL STEEL AND WELDING OF STATE HIGHWAY L,L ANGLE EXCAVATIONS AND TRENCHES REQUIREMENTS.ALL EARTHWORK SHALL BE PERFORMED IN STRICT PROVIDED IN ACCORDANCE WITH SECTION 1704.3 AND TABLE 1704.3,WELDING TRANSPORTATION OFFICIALS LB(S) POUNDS ACCORDANCE WITH APPLICABLE LAW, INCLUDING LOCAL ORDINANCES,CALOSHA,CALIFORNIA CIVIL FOOTINGS AND BASE SLABS: 4. CONSTRUCTION LIVE LOADS SHALL NOT EXCEED 20 POUNDS PER SQUARE FOOT UNIFORM LOAD OR 150 INSPECTION SHOULD BE PROVIDED IN ACCORDANCE WITH TABLE 1704.3 AB ANCHOR BOLT LB/SF POUND(S)PER SQUARE FOOT INSPECTION:: CODE AND CALIFORNIA DEPARTMENT OF INDUSTRIAL SAFETY REQUIREMENTS,AND APPLICABLE FORMED SURFACES AND BOTTOMS ON CONCRETE WORK MAT 2-INCH POUND CONCENTRATED LOAD ON A V-0"WIDE SECTION OF DECK. PERIODIC VISUAL AGGREGATE BASE LL LIVE LOAD OSHA REQUIREMENTS. BOTTOMS AND SIDES IN CONTACT WITH EARTH 3-INCH [X] SINGLE PASS FILLET WELDS<5/16" ACI AMERICAN CONCRETE LLH LONG LEG HORIZONTAL SUSPENDED SLABS: 5. SEE ARCHITECTURAL,MECHANICAL, PROCESS AND ELECTRICAL DRAWINGS FOR ADDITIONAL OPENINGS [X] STEEL DECK INSTITUT E LLV LONG LEG VERTICAL SPECIAL INSPECTIONS AND STRUCTURAL OBSERVATIONS FORMED SURFACES EXPOSED TO EARTH,WATER,OR WEATHER 2-INCH THROUGH DECK. [ ] WELDED STUDS ADDIT ADD ITIONAL LLBB LONG LEG BACK-TO-BACK TOP AND BOTTOM BARS DRY CONDITION 1-INCH [X] COLD FORMED STUDS AND JOINTS ADJ ADJACENT LONGIT LONGITUDINAL 1. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 48-HOURS BEFORE PLACEMENT OF REINFORCING BEAMS AND COLUMNS: 6. FOR DECK APPLICATIONS WITHOUT SLAB(TYPE®ON PLAN),ATTACH ROOF DECK TO STRUCTURAL [X] STAIR AND RAILING SYSTEMS AISC AMERICAN INSTITUTE OF LT LIGHT STEEL AND CONCRETE SO THAT THE SUBGRADE OF EXCAVATIONS MAY BE INSPECTED BY THE DRY CONDITIONS: SUPPORTS AS FOLLOWS LON): CONTINUOUS VISUAL INSPECTION STEEL CONSTRUCTION LW LIGHTWEIGHT GEOTECHNICAL ENGINEER. STIRRUPS,SPIRALS,AND TIES 1 1/2-INCH a) FOR WELDS TO STRUCTURAL MEMBERS PROVIDE ARC-SPOT WELDS OR PUDDLE WELDS OF 5/8-INCH [] ALL OTHER WELDING AISI AMERICAN IRON AND (� 2. THE GEOTECHNICAL ENGINEER SHALL VERIFY BACKFILL MATERIAL AND BACKFILLING PROCEDURES PRINCIPAL REINFORCEMENT 2-INCH DIAMETER PER AWS D1.3 SPECIFICATIONS. [X] REINFORCING STEEL STEEL INSTITUTE MATL MATERIAL AND PROVIDE SOIL COMPACTION TESTS. EXPOSED TO EARTH,WATER,OR WEATHER: b) ATTACH ALL DECK UNITS TO STRUCTURAL FRAMING WITH A FASTENER LAYOUT FOR BOTH ENDS AND 6. HIGH STRENGTH BOLTING: AITC AMERICAN INSTITUTE OF MAX MAXIMUM 3. STRUCTURAL OBSERVATION SHALL BE PROVIDED BY THE DESIGN ENGINEER(S)OF RECORD OR THEIR STIRRUPS,SPIRALS,AND TIES 2-INCH INTERIOR SUPPORTS SHALL BE 36/5(5 FASTENERS PER SUPPORT). PERIODIC INSPECTION IN ACCORANCE WITH AISC SPECIFICATIONS TIMBER CONSTRUCTION MB MACHINE BOLT Q AUTHORIZED REPRESENTATIVES IN ACCORDANCE WITH CBC, SECTION 1709. STRUCTURAL PRINCIPAL REINFORCEMENT 2112-INCH c) PROVIDE 5/8-INCH PUDDLE WELD AT EVERY 12 INCHES WHERE THE DECK FLUTES ARE PARALLEL TO SNUG TIGHT: [ ] ALL ALUM ALUMINUM MC MOISTURE CONTENT OBSERVATION SHALL CONSIST OF SITE VISITS AT INTERVALS APPROPRIATE TO THE STAGE OF WALLS: THE SUPPORTS. [X] PERIODIC ALT ALTERNATE MC MISCELLANEOUS CHANNEL CONSTRUCTION TO OBSERVE CONSTRUCTION IN PROGRESS AND REVIEW OF TESTING AND LESS THAN 12-INCHES THICK 1 112-INCH d) DECK SHALL BE FASTENED AT THE SIDELAP BY BUTTON-PUNCHING AT 24 INCHES ON CENTER FULL PRETENSION: [X] ALL APA AMERICAN PLYWOOD MECH MECHANICAL INSPECTION REPORTS FOR GENERAL COMPLIANCE WITH THE CONSTRUCTION DOCUMENTS RELATING 12 INCHES OR OVER IN THICKNESS 2 1/2-INCH MAXIMUM. [ ] PERIODIC ASSOCIATION MFR MANUFACTURER TO THE STRUCTURAL WORK AND THE NONSTRUCTURAL COMPONENTS AND EQUIPMENT ANCHORAGE, 7. STRUCTURAL MASONRY Fm=1,500 psi APROX APPROXIMATE MIN MINIMUM VV� 3.1. THE OWNER SHALL EMPLOY A REGISTERED DESIGN PROFESSIONAL TO PERFORM STRUCTURAL CONCRETE: IN ACCORDANCE IWTH SECTION 1704.5.2 AND TABLE 1704.5.1 ARCH ARCHITECTURAL MISC MISCELLANEOUS LEVEL II ASTM AMERICAN SOCIETY FOR MTL METAL OBSERVATIONS. DEFICIENCIES SHALL BE REPORTED IN WRITING TO THE OWNER AND THE nv BUILDING OFFICIAL. AT THE CONCLUSION OF THE WORK INCLUDED IN THE PERMIT,THE 1. CEMENT SHALL BE ASTM C150 FOR ALL STRUCTURES.CONCRETE SHALL HAVE A MINIMUM VERIF ICATION OF fm: [ ] PRISM TESTS TESTING AND MATERIALS STRUCTURAL OBSERVER SHALL SUBMIT TO THE BUILDING OFFICIAL A WRITTEN STATEMENT 28 DAY COMPRESSIVE STRENGTH AS NOTED IN THE TABLE BELOW AND AS FURTHER [ ] PRISM TEST RECORD AWS AMERICAN WELDING SOCIETY (N) NEW THAT THE SITE VISITS HAVE BEEN MADE AND IDENTIFY ANY REPORTED DEFICIENCIES WHICH,TO DEFINED IN THE SPECIFICATIONS: [X] UNIT STRENGTH NDT NON-DESTRUCTIVE TEST(ING) THE BEST OF THE STRUCTURAL OBSERVER'S KNOWLEDGE,HAVE NOT BEEN RESOLVED [X] CONTINUOUS INSPECTION gl BOTTOM OF NIC NOT IN CONTACT 4 SPECIAL INSPECTION IN ACCORDANCE WITH CBC,SECTION 1704,SHALL BE REQUIRED AS INDICATED CONCRETE STRENGTH (PSI) [TEST BEFORE DURING] PERIODIC INSPECTION BLKG BLOCKING NO. NUMBER IN THE SPECIAL INSPECTION AND TESTING SCHEDULE ON THIS SHEET. BLDG BUILDING NOM NOMINAL SOIL AND FOUNDATIONS PRISMS [ 1 [X] 315,000 sf BM BEAM NS NEAR SIDE TYPE STRENGTH LOCATION UNITS [X] ( I BM-1 BEAM MEMBER 1 NSG NON-SHRINK GROUT 1. GEOTECHNICAL INVESTIGATIONS FOR DESIGN PURPOSES FOR THIS PROJECT WERE MADE BY GROUT [X] [X] TWEEK gN BOUNDARY NAILING NTS NOT TO SCALE LEIGHTON CONSULTING IN A REPORT DATED 09/11/08. SEVERE SANITARY- PUMP STATION, STORAGE BASIN AND BUILDING MORTAR [ ] [X] 3/WEEK 2. IN ACCORDANCE WITH THE CBC CHAPTER 18 THE SOILS ARE GENERALLY CLASSIFIED AS FILL OVER B 4,500 CONCRETE 8, REINFORCED GYPSUM CONCRETE BP BOTTOM NOT USED BP BASE PLATE OG ON CENTERS ALLUVIAL SANDS, BS BOTH SIDES OD OUTSIDE DIAMETER 3. THE DESIGN BEARING CAPACITY OF THE SOILS IS 1,500 PSF FOR FOOTINGS. BEARING CAPACITY OF 9. INSULATING CONCRETE FILL BTWN BETWEEN OH OPPOSITE HAND,OVERHEAD SOILS ARE FOR DEAD AND LIVE LOADS FOR FOUNDATIONS. E 2,500 MISCELLANEOUS STRUCTURES AND SITEWORK NOT USED OPNG(S) OPENING(S) 4. SOILS SHALL BE EXCAVATED TO THE ELEVATIONS INDICATED ON THE DRAWINGS FOR FOUNDATIONS. 10. SPRAY-APPLIED FIRE RESISTIVE MATERIALS C CHANNEL OPP OPPOSITE THE SUBGRADE SHALL BE PREPARED AS INDICATED ON THE DRAWINGS AND SPECIFICATIONS, ND G 125 CLSM/CDF -OPTIONAL SUBSTITUTE FOR SITE FILL, OR AS INDICATED NOT USED CALC'S CALCULATIONS APPROVED BY THE GEOTECHNICAL ENGINEER.EXCAVATED MATERIAL SHALL BE REPLACED WITH (SEE 02065) 11. PILING, DRILLED PIER AND MICRO PILES' STRUCTURAL FILL AS SHOWN ON THE DRAWINGS. FOUNDATIONS SHALL BE CONSTRUCTED AGAINST NOT USED CC,CIC CENTER-TO-CENTER UC PAF POWDER ACTUATED FASTENER UNDISTURBED NATIVE COMPETENT MATERIAL OR COMPACTED STRUCTURAL FILL. 2. CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318-05 INCLUDING BAR BENDS AND HOOKS, 12. SHOTCRETE CJ CONSTRUCTION JOINT PL PLATE 5. PRIOR TO THE CONTRACTOR REQUESTING A BUILDING DEPARTMENT FOUNDATION INSPECTIONC,THE UNLESS DETAILED OTHERWISE. NOT USED CJP COMPLETE JOINT PENETRATION PLF POUND PER LINEAL FOOT GEOTECHNICAL TO THE ENGINEER SHALL ADVISE THE BUILDING OFFICIAL IN WRITING THAT: 3. SUBMIT CONCRETE AND MASONRY LIFT DRAWINGS SHOWING THE LOCATION OF CONSTRUCTION 13. SPECIAL GRADING,EXCAVATION,AND FILLING 4 CENTERLINE PP PARTIAL PENETRATION 5.1. THE BUILDING PAD WAS PREPARED IN ACCORDANCE WITH THE WRITING INVESTIGATION. JOINTS,WATERSTOPS AND OTHER TYPES OF JOINTS OTHER THAN SPECIFIED OR SHOWN ON [X]PERIODIC INSPECTION CLR CLEAR PSF POUND PER SQUARE FOOT 5.2. THE BUILD TRENCHES HAVE BEEN PROPERLY BACKFILLTH AND COMPACTED;AND, THE DRAWINGS FOR FAVORABLE REVIEW BY THE ENGINEER BEFORE START OF WORK ON [X]SUBG RADE TESTS CNJ CONTROL JOINT PSI POUND PER SQUARE INCH 5.3. THE FOUNDATION EXCAVATIONS COMPLY WITH THE INTENT OF THE PLAD;AND,GEOTECHNICAL FORMS,REINFORCING STEEL OR PLACING CONCRETE.ANY ADDITIONAL VERTICAL OR [X]COMPACTION TESTS COL COLUMN PT(S) POINT(S) INVESTIGATION. HORIZONTAL CONSTRUCTION JOINTS SHALL HAVE A STANDARD KEYWAY AND SHALL BE [X]VERIFY BEARING STRATA CONC CONCRETE PT PRESSURE TREATED FAVORABLY REVIEWED BY THE ENGINEER.REFER TO SPECIFICATIONS AND TYPICAL DETAILS 14. SMOKE CONTROL SYSTEMS CONST CONSTRUCTION CONT CONTINUOUS R, CAD RADIUS LOADING CRITERIA FOR ADDITIONAL INFORMATION.CONSTRUCTION JOINTS SHALL BE ROUGHENED TO 1/4-INCH NOT USED RE AMPLITUDE. 15. SPECIAL CASES 4. OPENINGS, PIPE SLEEVES,CONDUITS, INSERTS AND OTHER EMBEDDED ITEMS SHALL BE IN SHEAR WALUDIAPHRAGM NAILING DBL DOUBLE REIN F REINFORCING,WENT RECTANGLE, RECTANGULAR 1. MINIMUM LOADING REQUIREMENTS PER CHAPTER 16 OF THE CALIFORNIA BUILDING [ ] DIM DIAMETER REQ'D REQUIRED CODE INCLUDING LATEST REVISION. PLACE BEFORE CONCRETE IS PLACED, IT IS THE CONTRACTOR'S RESPONSIBILITY TO [X]ANCHORAGE TO EXISTING CONCRETE/MASONRY(SPEC 05100): COORDINATE ARCHITECTURAL.CIVIL.MECHANICAL, ELECTRICAL. LANDSCAPING,HVAC, X INSTALLATION INSPECTION DIM DIMENSION 2 D AS CALCULATED [ ] LL DL DEAD LOAD SCH SCHEDULE 3. LIVVE E L LOADS OADS: PLUMBING, INSTRUMENTATION AND OTHER PLANS FOR ITEMS REQUIRING SLEEVES AND [X]PROOF LOAD TEST TO TWICE ALLOWABLE TENSION VALUE. DN DOWN SF SQUARE FOOT FIXED LADDERS 300 LBS POINT EMBEDMENTS IN CONCRETE WHICH ARE NOT INDICATED OR SHOWN ON STRUCTURAL (SUBMIT TEST LOADS TO ENGINEER PRIOR TO TEST) FIXED STAIRWAYS&EXIT-WAYS 100 PSF UNIFORM, 300 LBS POINT PER TREAD DRAWINGS. NO PIPES OR SLEEVES SHALL PASS THROUGH STRUCTURAL MEMBERS (UNLESS - 10%OF ANCHORS FOR DOWELS DWG(S) DRAWINGS SHT SHEET SHOWN ON STRUCTURAL DRAWINGS).COORDINATE WITH EQUIPMENT MANUFACTURERS -10%OF ANCHORS FOR SILL PLATE BOLTS SIM SIMILAR HANDRAILS,GUARDRAILS AND GRAB BARS 50 PLF AT TOP RAIL,200 LBS POINT DRAWINGS FOR ANCHORING DEVICES u (E) EXISTING SLBB SHORT LEGS BACK-TO-BACK . -50/o FLOOR-HEAVY MANUFACTURING/STORAGE 250 PSF UNIFORM,3,000 LBS POINT OF ANCHORS FOR EQUIP ANCHORAGE ROOF(REDUCTION FOR UNIFORM LOAD) 20 PSF UNIFORM,2,000 LBS POINT 5. UNLESS OTHERWISE NOTED,ALL EXPOSED EDGES AND CORNERS SHALL BE CHAMFERED -100%OF ANCHORS FOR HOLD-DOWN BOLTS EA EACH SLH SHORT LEG HORIZONTAL GRATING,CHECKERED PLATE,ACCESS HATCHES EQUAL TO FLOOR LIVE LOAD 3/4-INCH. INTERIOR FLOOR SLABS AND EXTERIOR SIDEWALKS SHALL HAVE TOOLED 318-INCH - 100%FOR ALL OTHER ANCHORS EF EACH FACE SLV SHORT LEG VERTICAL RADIUS CONSTRUCTION JOINT. EL ELEVATION SMS SHEET METAL SCREW SIDEWALKS&VEHICULAR DRIVEWAYS 250 PSF UNIFORM,8,000 LBS POINT AASHTO [X]EXCAVATION SUPPORT/SHORING EMBED EMBEDMENT SPEC(S) SPECIFICATION(S) 6. EACH FACE CONCRETE SHALL BE REINFORCED A MINIMUM OF NO.5 BARS AT 12-INCHES EACH UNDERPINNING UNRESTRICTED VEHICULAR ACCESS HS20-44 WAY, [ 1 EN EDGE NAILING SO SQUARE CONCRETE VAULTS AND COVERS AASHTO HS20-44 , CONCRETE ENCASE ALL PIPES AND CONDUITS UNDER CONCRETE SLABS AND FOOTINGS EQ EQUAL SS STAINLESS STEEL 7 4. WIND LOAD: NOTE: POST-INSTALLED FASTENERS ARE ONLY TO BE INSTALLED WHERE EQUIP EQUIPMENT SSA SATURATED SURFACE DRY IMPORTANCE FACTOR, Iw 1.15 SPECIFICALLY INDICATED AND SHALL RECEIVE SPECIAL INSPECTION IN S ES EACH SIDE STAG STAGGER BASIC WIND SPEED 85 MPH STRUCTURAL STEEL: ACCORDANCE WITH SECTION 05100. EW EACH WAY STD STANDARD EXPOSURE D 1. UNLESS OTHERWISE NOTED,STRUCTURAL STEEL SHALL CONFORM TO ASTM A36. W-AND WT- INTERNAL PRESSURE COEFFICIENT,BUILDING ±0.18 EXP EXPANSION STIFF STIFFENER EEL 5. SNOW LOAD: SHAPES SHALL CONFORM TO ASTM A992. PLATES CONNECTING TO W-AND WT-SHAPES SHALL EXT EXTERIOR STL STEEL IMPORTANCE FACTOR, 1.1 CONFORM TO ASTM A572 GRADE 50. HOLLOW STRUCTURAL SECTIONS(HSS)SHALL CONFORM TO STRUC STRUCTURE BASIC GROUND SNOW LOAD,Pg p ASTM A500 GRADE B. STEEL PIPE SHALL CONFORM TO ASTM A53 TYPE E OR S. (F) FUTURE SUSP SUSPENDED SNOW EXPOSURE COEFFICIENT, Ce 0.9 2. ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED BY AN AISC CERTIFIED FABRICATOR IN FD FLOOR DRAIN SYM SYMMETRICAL THERMAL FACTOR,Ct 1.1 CONFORMANCE WITH THE LATEST AISC SPECIFICATION PARTS 1 THRU 4 AND THE"SPECIFICATION FF FINISH FLOOR 6. SEISMIC LOAD: FOR STRUCTURAL STEEL BUILDINGS". FIN FINISH T/ TOP OF OCCUPANCY CATEGORY I 3. CONNECTIONS AND BOLTS SHALL CONFORM TO THE AISC ALLOWABLE STRESS DESIGN FLR FLOOR T&B TOP AND BOTTOM SEISMIC IMPORTANCE(ACTOR, I 1,25 SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS.CONNECTIONS SHALL FN FIELD NAILING TS STRUCTURAL TUBING SEISMIC IMPORTANCE FACTOR,Ip 1.50 USE ASTM A325-X BOLTS UNLESS NOTED OTHERWISE. PROVIDE WASHERS AT ALL CONNECTIONS WITH FNDN FOUNDATION TYP TYPICAL SOIL PROFILE TYPE D OVERSIZE OR SHORT SLOTTED HOLES. FRP FIBERGLASS REINFORCED Q MAPPED SPECTRAL RESPONSE ACCELERATION: Ss 0 4 WELD ELECTRODES SHALL CONFORM TO AWS A5.1 OR A5.5 E70XX ELECTRODES, WELDING SHALL BE PLASTI C UBC UNIFORM BUILDING CODE DONE BY CERTIFIED WELDERS.WELDING SHALL USE ONLY APPROVED ELECTRODES.WELDING SHALL m MAPPED SPECTRAL RESPONSE ACCELERATION: S1 0.36 FT FOOT/FEET JON UNLESS OTHERWISE NOTED Q CONFORM TO THE PROVISIONS OF THE LATEST STRUCTURAL WELDING CODE(AWS D1.1). FTG FOOTING UT ULTRASONIC TESTING °D SEISMIC DESIGN RESPONSE PARAMETER:SDS 0.908 5. UNLESS NOTED OTHERWISE,STRUCTURAL STEEL COMPONENTS AND CONNECTIONS SHALL BE o SEISMIC DESIGN RESPONSE PARAMETER: SD1 0.512 PAINTED OR PROTECTIVE COATED IN ACCORDANCE WITH THE SPECIFICATIONS. c GA GAGE/GAUGE VERT VERTICAL N SEISMIC DESIGN CATEGORY E GALV GALVANIZED VIF VERIFY IN FIELD SITE COEFFICIENT, Fa 1.0 GLB GLULAM BEAM SITE COEFFICIENT, Fv 1.5 STRUCTURAL ALUMINUM: Wl WITH DESIGN BUILDING USING THE EQUIVALENT LATERAL FORCE METHOD 1. UNLESS NOTED OTHERWISE,STRUCTURAL ALUMINUM SHALL BE GRADE 6061-T6. HORIZ HORIZ ONTAL W/0 WITHOUT DESIGN TANK USING HYDRODYNAMIC LOADING PER ACI 350 2. THE FABRICATOR AND INSTALLER MUST BE A STATE LICENSED CONTRACTOR HSS HOLLOW STRUCTURAL SECTION W WIDE FLANGE OVERSTRENGTH AND DUCTILITY COEFFICIENT, R 5.0-SPECIAL MASONRY SHEAR WALLS REGULARLY ENGAGED IN CUSTOM FABRICATION AND INSTALLATION OF WELDED AND HT HEIGHT WP WORK POINT RESPONSE MODIFICATION FACTOR, Rw 3.0-BURIED CONCRETE TANKS PER ACI 350 BOLTED STRUCTURAL ALUMINUM. HWL HIGH WATER LEVEL WT WEIGHT,STRUCTURAL TEE LU SEISMIC AMPLIFICATION FACTOR, Ow 2.5 3. WELD ELECTRODES SHALL CONFORM TO AWS A5.3 OR A5.10.WELDING SHALL BE WALL THICKNESS Y PERFORMED BY CERTIFIED WELDERS.WELDING SHALL USE ONLY APPROVED IBC INTERNATIONAL BUILDING CODE WWF WELDED WIRE FABRIC ELECTRODES,WELDING SHALL CONFORM TO THE PROVISIONS OF THE LATEST ICC INTERNATIONAL CODE COUNCIL STRUCTURAL WELDING CODE(AWS D1.2). IN INCH YD YARD 4. CONNECTIONS SHALL USE AISI TYPE 304,STAINLESS STEEL BOLTS UNLESS NOTED INT INTERIOR OTHERWISE. PROVIDE WASHERS AT ALL BOLTED CONNECTIONS. 5. ALL ALUMINUM IN CONTACT WITH CONCRETE, PLASTER OR OTHER METALS SHALL RECEIVE AN ISOLATION COATING IN ACCORDANCE WITH THE SPECIFICATIONS. N before you Dap VERIFY SCALES ,old cutting underground utility lines. It's costly. BAR IS ONE INCH ON Call ORIGINAL DRAWING 3 0 0 ® 1 o N IF NOT ONE INCH ON pP IEL OR THIS SHEET, ADJUST O 1-800-227-2600 SCALES ACCORDINGLY a m 00 (ennedy/Jenks Consultants I p s 10920 Via Frontera, Suite 110 San Diego, California, 92127 OFD` m (858)-676-3620 0887113 0 NoText NoText NoText NoText NoText NoText NoText — 1 PERMIT NUMBER 11- CO RTE_ PM AS-BUILT PLANS FOR ROADWAY ° a GEOMETRIC AND ABOVE GROUND FEATURES a o d d a a a NUT TATENTATIVE DATE E$: q d 44 HSS4x4x3/W (TYP) 1. SEE DWGS S1-S5 FOR STANDARD DETAILS AND NOTES. STANDARD ° a DETAILS ARE APPLICABLE TO ALL STRUCTURES UNLESS NOTI D a . d° d d a-a d . A .. S EE SE (1 w-1 L_,SO-PILASTER (T2Y"P) a C° . a a° . +d 3 $,gT,_0• .. °° q.e -- a �+- 2a. EN.sX2/T-_T.°t_s .- E'RWIUOR R 8 S S° SLAB LAB.•AO NS-.D S . a WETWELL °d d q d ACCESS CCESS d a PLATFORM ATd F O, R° M �a SHALL R dN E2 CCEf Ia V E COARSE BROOM FINISH. 8"CMU WAL d 3. INTERIOR SLABS SHALL RECEIVE STEEL TROWEL FINIS. a d 16"SO PILASTER AT CORNERS (TYP) 4. ALL WALLS SHALL RECEIVE A FILLED AND RUBBED FINISH. Q iv Q o M�Q- e- , ° 5. WETWELL SHALL RECEIVE COATING SYSTEM PER SECTKV ON ALL ° EIN€AROUND OPENING SEE ° a S2 �ETAIL10 6. ALL EXTERIOR$UR€ACES TO ELEVATION 1&.98HALL RE CEIVE MODIFIED CHANNEL LINER PER BITUMINOUS SHUT WATI�ROO€ING SYSTSA ANH KN BOARD MEOH ° RSGTION )71 4 a DOWELS TO MATCH VERTCAL BARS d ° #7 @ 8"T #7 W 4 AND MASONRY (TYP) T&B ° ° v 1 1. . a d REINF NOT SHOWN FOR SIMPLICITY V�S PEN IA . . ° e d a d ° d a I t — .: 1�1 a — q STEEL REGLET STAINLESS d ° OVER EXCAVATE TO T4'MIN PLACE SLAB AND GRACIE ° TO BEAMS ON FILL�� 96% RELATIVE COMPACT" °° WATERPROOFING d MEMBRANE AND PROTECTION BOARD, a SEE NOTE 6 FOR REINF d AROUND OPENING SEE $2`DETAIL10 { d E€ (TYP) d GALV STEEL STA PER TYP DETAILS ON$8 ( @ 12" EF OR WETWELL DIMENSIONS d °#$®12, BOTH WAYS E •RQTATI 4 d #8 @12"EF #8 @12" EF 12" EF S13 ° A d d a 8. #8 @ 6"DOWELS (TYP) EF A 4 ° °d d d ° d.#8 @ r T&B d d d EL-15.IQ' EL °d #8 @ 6" DOWELS TYP E 2'-6" 4 Ilk A 8 ROWS#4 ' r e STRUPPS @ 9 T&B AMWII rd V R� SCALES SEC BAR IS ONE INCH ON 0 2 a caf ORIGINAL DRAWING a ad d Q - d 4 4 If NOT ONE INCH ON a G T, A °THIS SHIB d 1 $ 0 SCALES ACCORDINGLY 173, ° d" pl c 12"CRUSHED ROCK BETWEEN TWO LAYERS OF w 10920 Via Frontera, Suite 110 GEOTEXTILE FABRIC, COMPACTED TO 90% OR4" SECTION c N06 Gmw San Diego, Calfornia, 92127 CONCRETE MUD SLAB ON NATIVE MATERIAL, SEE NOTES Ems % (858)-676-3620 ON 88 FOR GEOTEXTILE FABRIC AND MUD SLAB — I i 0 2 4 S7 m 0887113 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE CDK CDK w APPROVALS CITY OF EN C F NI TAS DRAWING NO.S THE CITY ENCINITAS SURVEY CONTROL POINT044'AS SHOWN OREC OF City PLANS PREPARED UNDER SUPERVISION OF RECOMM DIED AP WORK PROJECT NO. CCE04F SURVEY 41 .A 3. S DISC IN THE MIDDLE H : O IVNHAM 00 SOUTHERLY EDG E CONCR ETE SLAB OF THE LIVENH IN PUMP HORIZONTAL BY. ° STATION,LOCATED ON THE NORTH SIDE OF M ANCHESTE R of DATE :December 9, 2010 BY. sE�E� PU NP STATIO A o LEROY SODAS PETE COTA RBLES AVE.,63 FEET WESTERLY OF THE CENTER OF THE MATT A. TEBBETTS 024087 z RSTATE HIGHWAY 5 FREEWAY OFF RAMP. VERTICAL AJ EHOUN R.C.E. O. : R.C.E. O. 2 12 R.C.E. NO. 52176 NORTHBOUND INTE " p " � A # V S9 ELEVATION=34.664 NAVD 88 Encinitas ENGINEER EXP. 12/31/11 DATE: 1 i¢ DATE: �s / 0 SECTIONS SHEET 260F 64 (I%r . CS-610 I PERMIT NUMBER I I- C CCI RTE_ PM AS-BUILT PLANS FOR ROADWAY S12 GEOMETRIC AND ABOVE GROUND ' ►" FEATURES 1. " 11-60 11.0» -- STATE PR $ENTATIVE DATE Q NOTES: R 13'-3" 0., 12.x" -01. XIIiV 1311 p # 1. SEE DWGS S1-S5 FOR STANDARD DETAILS AND NOTES. STANDARD DETAILS ARE APPLICABLE TO ALL STRUCTURES UNLESS NOTED OTHERWISE. WATERPROOFING 0 2. INTERIOR SLABS SHALL RECEIVE STEEL TROWEL FINISH. : ' --.-- ..., . . ,. '.. ., . :.... : . .. . .: . .. . . ' , .... . ..,.. :' ,. ;.. , MEMBRANE, SEE # 3. ALL WAILS SHALL REC EIVE A FILLED FINISH. t . ,, . . .. . . .. . , ', t .. . , : . . . . . :.... . .. .. ... ... . . .. . .. . .. .. . _ .. . :.,:.. . , 4. CONSTRUCTION JOINTS IN SLABS ARE NOT TO EXCEED 20,1 EL 40,20 OC, CONSTRUCTION JOINTS IN WALLS ARE NOT TO EXCEED :'' • 30'-0"OC, INCLUDING SEGMENTS JOINED AT CORNERS. EL-10.35 FRP LADDER, � 5. ALL INTERIOR SURFACES OF BASIN AND MANHOLES SHALL BE SEE SHEET$3 4 COATED USING COATING SYSTEM 9 IN SECTION 09960. .. RAISE WATER STOP : - tl. ALL WeRDIR SURFACES SHALL RECEIVE MODIFIED 8" HIGHER ABOVE BITUMINOUS SHEET WATERPROOFING SYSTEM AND COAT INTERIOR PIPE OPENING PROTECTION BOARD PER SPEOWICATION SECTION 07138. SURFACES, SEE NOTE 5 4. Q #8 Q 8" EF FLOOR S1 Ott (TYP) 8"0 PIPE RIX SEE MECH 4 4'-0"RAISED 4 #4 TIE @ 8 All .. CONC SECTION a 24 OVER PIPE d CtI€IN SEE Ii'AI` JOINT, (TYP)SEE (Typ) OF(gy $10 #8 @-8" (TYP) 4- , N 4 . , F es.n».w"1r+"ir a S12 #8 6" (TYP) #4§ 12" #8 @ 6" E F S ' Ri (TYP) 4 PIPE PEN, SEE SEE ' - .: (4) ROWS EL 1 MECH DETAIL «t ( IE-1'1.50 S10 a a TYP EL-11.83 s SUW, AND PIP. Q r 4 �'.. '-• . •a". . fir.:. : .! .r • .- ", r... • s. _-.. M Q 4'1 Q' Q Q Q r lo Q' IQ Q Q G, %mmislolp, Not oor ` +1 it a 1 C! _ N 0 a , 0 1 a 1�'at1'• M 0 4 ,0 d #5 STIRRUPS #8 (TYP) #8 a 8. ` e€> #4 STIRRUPS # @ 12" (TYP) 08" (TYP) ° ° Q d Q 4d° d b z 4 ( ') $ 4 4 d d p d d :d 4 d6 d . '64 d d 4 d p°. . Zf 4 O . 44 d - d d r��HNF R 4° °a d TERMINATING Wl 90° Q d fTYP> 1� � VERIFYSCALE OOK(TYP)OF (CS) uYlkty H'I its e©stty. d ° ° �a �{ BAR IS ONE INCH ON Gall ORIGINAL DRAWIN _ . !, D 1 ' ,•. (B)#9 (TYP) o F IF NOT ONE INCH ON 0" R THIS SHEET, ADJUST R 1-800-227.2800 SCALES ACCORDINGLY Kennedyl nks Consultants AIL " Uj 10920 Via Frontsra, Suite 110 0 1 S10 0 1 S10 $41 Expo »»d San Di"o, California, 9,2127 0587113 ( r REVISIONS APPRO DATE DATE BENCHMARK :_ tTY n .: Nth• c cnlc cD _ __ z + THE slrl THIS SURVEY Is THE crrY OF ENDtNFrA f2 P' F RE WORK PROJECT NO. - FOR : PLANS P E IjNISR PERVOON O - SURVEY CONTROL PO T"4944"AS SHOWN ON RECORD OF -,. •�.,.• �� LU ` SURVEY 1644fi.A 3.5"BRASS DISC IN THE MIDDLE OF THE IMP B, A->3 SI••I01AIR# . a •. •D rrtber 9, 2010 BY; a. : . SEWER ;` � i ;_.; " T A�1.,r t 0 W SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAINF±UMP HORIZONTAL k DATE . _ BY. : -6&4 ,. Ql ,,ee �T p -�T LEROY SODAS PETER COTA ROBLES STATION,LOCATED ON THE NORTH SIDE OF MANCHESTER - IY�1 T A. 'f EQ�+ E I I v�' ��py pA E�©3�''± A'P�++�/ STORAGE ® - AVE.'85 FEET WESTERLY OF THE CENTER OF THE ,.:. R.C.E. NO. : " "?""' R.C.E. NO. 223 2 R.C.E. NO. 5;176 E1�E R�7 I V V i T®` 671 NOFIT. .D INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. VERTICAL AS SHOWN ELEVATION=34,664 NAVD es s Encinitas ENGINEER EXP. DATE: DATE: FOUNDATION PLAN SHEET 270E LU 64 Y CIT DRAWING NO. 1 1 -- PERMIT NUMBER 1I- CC RTE_ PM �► AS-BUILT PLANS FOR ROADWAY GEOMETRIC AND ABOVE GROUND FEATURES TT REPRESENTATIVE DATE 14'-11" 4" 12' 3"' -0" 12' '-0" 1 '-11" NOTES: 1. SEE DWGS S1-S6 FOR STANDARD DETAILS AND NOTES. STANDARD WATERPROOFING MEMBRANE DETAILS ARE APPL4CAaLE TO ALL STRUCTURES UNLESS NOTED AND PROTECTION BOARD, OTHERWISE. SEE NOTE 5 4'= 2. INTERIOR SLABS SMALL RECEIVE STEEL TROWEL FINISH. �" I#tT�W11 _ B1 1460ME A FILLED AND FINISH. R90 4. ALL INT . ACES OF BASIN AND ES SMALL BE COATED USII COATIM SYSTEM 9 IN DTI 0 5. ALL EXTERIOR SURFACES SHALL RECEIVE`:MODIFIED BITUMINOUS SHEET WATERP+@OC3F SYSTEM AND PRO CTION BOARD PER SPECIFICATION i- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - SECTION VMS. I - I I ,W ELEVATED SLAB I I I I S11 I I I i FRP LADDER, SEE SHEET S3 L kp 512 012 I I I I I I I I I 4'-0" 0 RISER OPENING, TYP OF 3 I I I I I I I . I I I I I — — — — — — — — — — — — F 2'-0" �S . /Pk #8 I�8°4 R{ w5 (T`�) (TYP) M ANE ws AND d ° 4 d q (TYP) � Td�d T&8 P1 !Trl'1ON 5EE 1 �'){ 1� NM$ �rm"*n". � nw".,F..�. .w�w.F,,. � T#TpIfgIR! .ten. ...• d CONS JOINT W/ WATER-STOP ° d ° :4 °d .d 4.4 a C ° O d Q.. .° d ° - ° d ° ° .- d .d ° - ° ° d #4 STIRRUPS ° ° d d A d d d ° a 8"4 ROWS ° d 1'"8" 12' @" 6 i (5?##J (6)#9 p lI d (TYP) (Tw) d d d ° d ° d 011 ° 0 YOU 1tE 1f�Y S��: AvWd:!Cdt6"uNClwwwnS - UII w Im6M•WA DOW. canBAR IS ©NE fNOH ON �.« ORtOINAL DRAV44#I 0 1 IF NOT ONE INCH ON G6i THIS SHEET, ADJUST ce) 14MO-227-26M SCALES ACCORDINGLY kIininsdy J —Consultants rl 10320 Via fronlow Suite 110 # N4 U7q�g1 San Plegq, ati9`prnila, 92127 E** S @087'115 REVISIONS P S __ __ APPROVED DATE REFERENCE DATE ` SCALD V _ Ialc D O CITY DRAWING A 'THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS - - -.: - :. ..-.. ,r D G NO. SURVEY CONTROL PUtNT '1044"A$SHOWN ON RECORD OF city PLANS PREPARED t�R SU RV SION OF RECOMME APP D WORK PROJECT NO. - SURVEY 18416.A 3.5"BRASS DISC IN THE MIDDLE OF THE AS SHOWN ,,, . , SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP HORIZONTAL ". DATE :D 9, -0fi �. {" Y. -_. BY. SEWER IP '> - ' NT' PROJECT _ STATION,LOCATED ON THE NORTH SIDE OF MANCHESTER of g �a LEROY SODAS PETER COTA ROBLES - - AVE.,65 FEET WESTERLY OF THE CENTER OF THE . , .' ..� MATT A. TE'S.SETTS R.C.E. NO. : C24087- - Sil z NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. : VERTICAL AS " R.C.E. NO. 12 R.C.E. NO. 52176 `�,:., , ' p"'- ; STORAGE BASIN ELEVATION=34.554 NAVO as- ENGINEER EXP. 12/31/11 DATE: / /# DATE: ! R `� SHEET_ DECK PLAN HEE 28 OF 64 CITY DRAWING NO. CS-610 PERMIT NUMBER 11— CO RTE_ PM AS-BUILT PLANS FOR ROADWAY GEOMETRIC AND ABOVE GROUND FEATURES #5 STIRRUPS (4)TYP ilT JEMMMATIVE DATE EVENLY SPACED NOTES: 1. SEE DWGS S1-35 FOR STANDARD DETAILS AND NOTES. STANDARD DETAILS ARE APPLICABLE TO ALL STRUCTURES UNLESS NOTED OTHERWISE. WALL REINF _. 2. INTERK�SLABS$HALL RECEIVE STEEL TROWEL FINISH. I 3. ALL WALLS SHALL RECEIVE A FILLED AND RUBBED FINISH. 9 ° ALT UCTICM ALT SECTIONS 4. ALL INTERIM SURFACES OF RA"AND MAM40j6ES"LL BE COATED WIWOD&TING SYBT 6. k 0LIRF S SHALL ENE MODIFIED BITUMINOUS d 'd T WA'P" NG SYSTI€M A3 PI�TI�CTION BOARD PER 4 Q $"STIRRUPS(4) SPECIFICATION SECTS 07136. ROW'S(TYP)n° WATER STOP d ° ° CONTINUING THROUGH PILASTER d Ai 4 RIM EL PER DWG,J d PRECAST d REINF MANHOLE AID 'Gi INUINO TIII G d d° WALL NOT SHOWN ' d I d° ° i4 IL ° A , a, a d d q a d 6)#9 d A.• r ; ° d q EL 10.00 d � '4 _ r , °d d d d d a qi d W f INN 4''" _ ' ° ° - R PROOF ° n WATE ° d NOTE S " a a a c A. q 5)#9 4' a E 8@$"(TYP) d 3 iff; F d G d d STIRRUPS @ 12" PILASTER $ $•(TYP) d d BEYOND 4. �. y v y e 1 m d d d 8( 8"(TYP) f d, ° } A 4 EF d° .9 . /--CONSTRUCTION JOINT WITH 6" . ... ... -4 + d STARTER WALL, WATERSTOI? d `. a ' ° AND KEY PER STANDARD ° 'd 0$" ( ,) d DETAILS ON S2, TYP -2" ° 4 - , 6 d e �° °.. ° ° .d ` 4 _ L-10.50 STRUCTI N JO • '' d ° d O JOINT WITH 6" STARTER WALL,WATERSTOP d d d • 9 + ,d ° a AND KEY PER STANDARD °° ° ;, ar DETAILS ON 82, TYP d d .. A T d d d , • a d° ° a d _ E -14.16 d #a @ 6"(TYP) q a @ 6"(TYP) ° d• ". I -° z c. ? d _ • ° ' M 6 4r• 41 d IL°n STIRRUPS ( 9 2' 1/4"31 -0n ROWS d. a (4)ROWS (TYP) r d d d d tE 8 6"(TYP) 1 d $ @ 6"(TYP) A Re,INIF BAR d & �� d $ w CINATII*I W/90' E+ lit HOOK(TYP)OF ( ) 6 0 Q, \/\\ 12"CRUSHED ROCK BETWEEN TWO �\\\/j\\//\�/\\jj\\/\/\\/\\/\\/\\/\\ \/ 12"CRUSHED ROCK BETWEEN TWO v (5)#9 (TYP) \"XXX\X\\\\\\\�\\\\\\\\\/\�\�/ LAYERS OF GEOTEXTILE FABRIC, /\`�\\\\/\/\ \\/�//\/�\`�/\\ \ ° //\/ \//!\//\ \// / LAYERS OF GEOTEXTILE FABRIC, ° COMPACTED TO 90% OR 4"CONCRETE \ \ \\/� \ COMPACTED TO 90/a OR 4" CONCRETE W MUD SLAB ON NATIVE MATERIAL MUD SLAB ON NATIVE MATERIAL a v _ Q a E SECTION � SECTION DR o d DR Q +w• • • Q .O _ D R D _ Q O d 0 1 2 3 S10 S11 810 511 0 1 2 3 a ' 611lifji*�Vow ma Q O O R . ^. 4. 1f2�1 0 1!2 1 � D Avoid cutting underground ° Q, _. .....,. utility lines.Its costly. BAR IS ONE INCH ON a o ° �- call ORIGINAL DRAWING ® a 1 IF NOT ONE INCH'ON ©R THIS SHEET,ADJUST #808. S #$ �:8" #4 STIRRUPS 1-�1W227-2 SCALES ACCORDINGLY (TYP) 0 12" ( P) R0 &'(4)(TYP) Kcnnej)L/ Denks Consultants 1Q920 Via FrorrtBra, Suite 11U .. San Diego, California, 92127 (858)-676-3620 0 1 E16i Sl111 51,0 � QS8719 3 mm,' �. REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK _ 11/0,& ss DLS Q!,T 1� I#� I C?t�41N1�IG NfJ• �- THE BEND FOR THIS SURVEY IS THE CITY OF ENCINITAS .-.- QC city PLANS PREPARED UNDER SUPERVISION OF RECOMM B App_ SURVEY CONTROL A POINTS DI AS THE M ON RECORD OF a"„. Lj WORK PROJECT NO. CCEO! F Yrr� , . SURVEY 1641fi A 3.5"BRASS DISC IN THE MIDDLE Of THE AS SHOWN " ' , - SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP HORIZONTAL DATE PtLa caber 9, 2010 BY: -" ;, �i ` . .. },�;�, _ p STATION,LOCATED ON THE NORTH SIDE OF MANCHESTER - of _ BY' `4�I� + STA MPROVEi- T PROJECT O Mln A. TEBBETTS C 4fl 7 LEROY SODAS PETER COTA ROBLES AVE.,65 FEET WESTERLY OF THE CENTER OF THE - ,g. NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. VERTICAL AS SHOWN " - • R.C.E. NO. : 2 .s R.C.E. NO. 2231 R.C.E. NO. 52176 EMERGENCY SECTIONS BASIN ELEVATION=34.664NAVD 68 Encinitas ENGINEER EXP. 12/31/11 DATE: � l4 � DATE: 1Zz!d�mv SECTfORIS SHEET 290E 64 CITY DRAWING NO. CS-11710 1" 71/2" 1 1/2" N PERMIT NUMBER 11- 3/8"316 SS PLATE N CO RTE_ PM AS-BUILT PLANS FOR ROADWAY IL—e M `" GEOMETRIC AND ABOVE GROUND �6 �� v4 .. i '21 './4 FEATURES IVX$>I"3"83 PLATE " e M STATE REPRESENTATIVE DATE REBAR VERT 31WO COUNTER SUNK 316 ROOF BEAMS PER EL 17.50 SS ANCHORS 4-314" EXP ANCH PLAN, GALV 4. @12"EMBED 3', 2 PER ROW MIN 8" EMBED 112" PL GRAM 4 114 HSS 4)(44/8" d 4 COLUMN, EMBED ., A"OW 14" GAP BETWEEN PAM IN PILASTER, TYP. 4 S @ d I? $13 PLASTER -- 2-#4 HOOK ENDS PATRN AND d ° REINF IN WALL NOT SHOWN #4 @ 12" FLASHING PER ARCM 1 FOR SIMPLICITY ADDiT HOf)P AT TOP 4 PLACE CENTER OF ANCHORS 1" CONST J IT W/ HOOK ENDS FROM EDGE OF PLATE, 3" FROM TOP WtATT43P' #5 12" EW Oa isz INSTALL TOP ° AND BOTTOM PER TSB d+ STORM DRAIN PLATE FLUSH PLAN PIPE, SEE C3 WITH CONCRETE 1 s 1 #��8 HOOP Wr �. too I ;. Imo° TYP ALL P ' � RS 4-#5 VERTS AT t2„ W CORNERS TYP 4 ° 9/4 Q ALL PILASTERS i �. EPEE 4 2.8 cv d o GR PER 4 a . N DWI 2 `—#15 EF a a ° I II 47 BASE PLATE • • a �" - • • 1#JIAR Elo A .: -. . _- v ' 4 311 N#E �12"EW d ° yyyy��,, /�}(� �11■� G ., "r d Q d d 0 1 ° .° $6 S9 1 . Ii AND 0 , INSULATION PER AND #5� 12" HOOPS AR6H E /— ULA 05 EF INS 'Tfll PII�t ARCH , STRUCTURAL METAL % SHEET$ 3-#6 Tr&31 SEE!NOTES ON STRUCT TL Tt rj FET —.-DECK, SEE NOTES S-1 1 C3 HSS 10)(2x114" / L2x2x114", COPIT 1JA, 1 114"IM14 PLATE AT E 0 1 2 3 64 LONG:' 1/4 4 1/2"x1'•0" REINFORCING STEEL HS-20 RATED ALUMINUM 14ATCH W/ SEL 14 AND TRIM OARS PER INTEGRAL FALL PROTECTION ALT SECTIONS tf4 iT —MSS 4x4x1/4"AS —SEAL GAP WITH SHOWN ON PLANS 0-41 11111 SEALANT PER ARCH #I SET PLATE ATE ON 1/4"GROI I V-4 SQ 4 SET P L AT ACID ON 112" GROUT ILW CONT HOOP 4 ICHOR AT TOP 79E I/4 BOLT a 8"OC, --MV ANCHOR CENTERED ON BOLT QI 2W OC BEAM EMBIEf38" #3 @ V HOOP V s++� 135° HOOKS ."' . ; T WAL<L C 2 ,' ,4 t #ION HATCH DRAIN PER MEGH �r 4-#5 VERTS S6 1 ivr=1'-lw ROOFING AND 0 1 INSULATION PER-ARCH T PA CONT. MINERAL AUK HOLD-DOWN CLAPS �\ WOOL 1/4" 4 FIREPROOFING °° 1/4" V ir4 4" SEAL OTHER R SIDES HSS 10)(2x1/4 FASCIA ` IS Y 4. r PL1/4X5 EAt" $1 14 g Q 12" EW T&S STRUCT. MTL. L NTL. DECK 3/8"X10"X8"BENT PL., DECK 4' TRM 1 ' BOTH SIDES BETWEEN FILL WITH 14144 PLATE 5/8"0 ANCHOR ix+ npu a VERIFY $CALM,$ WITH 1/4" SEV L NOTCH IV' BEAMS BOLT 24"OC Aill uk1111y 1F.16a tlx, -. - BALI IS ONE INCH ON SEAL WELD ALL BEAMS TO FIT ORIGINAL DRAWING AROUND. CAP AND OVER 12"BEAM SEAL OPEN END , p WITH 114" PLATE IF NOT ONE INCH ON THIS SHEET,ADJUST DECK pps 1-8©©-227-2680 SCALE&ACCORDINGLY S7 0 1 � E"T' Kennedy/Jenks onsultan� � 1, �� 0 1 2 3 Cl C2 C3 10920 Via Frontesra Suite 110 NQCAM San E1fe 9, C:alifomia, 92127 fS`•�)-675-3620 0$87113 s e2 REVISIONS APPROVED DATE REFERENCES DATE BENCH a4kk SCALE C0K CDK 5 APPROVALS CITY O � INI /�A , .. DRAWING NO. THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS _. ("� : PLANS PREPARED UNDER SUPERVISION OF REC;OM" - .:-'- APP ' = D WORK PROJECT NO. CC)r04f SURVEY CONTROL POINT"1044"AS SHOWN ON RECORD OF - ' , city - C p � - ° ` � Go SURVEY 16416.A 3.5"BRASS DISC IN THE MIDDLE OF THE A,S SH©WN " •Da�cerTtl�er Q 2010 i - STATION 'T SOUTHERLY EDGE CONCRETE SLAB:OF THE OLIVENHAIN PUMP HORIZONTAL '¢ ." DATE . - BY: BY: ' SIEWER I' �' 1 PROJECT STATION,LOCATED ON THE NORTH SIDE OF MANCHESTER - of `�"'�' A. 1' '�"�SJ^ LEROY SODAS PETER COTA ROBLES STRUCTURAL � ` � 1 z AVE.,65 FEET WESTERLY OF THE CENTER OF THE .., .._ R.C.E. NO. : 024087 R.C.E. NO. 22 R.C.E. NO. 52176 Lii�� '•• NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. VERTICAL AS SHOWN Encinitas ELEVATION=34.684 NAVD 88 ENGINEER EXP. 1,2/31111 DATE: �� DATE: `t *0 SHEET 30 OF 64 _ . CITY RAW N -, ip r - — PERMIT NUMBER 11- CO RTE_ PM i. AS-BUILT PLANS FOR ROADWAY GEOMETRIC AND ABOVE GROUND NOTES: i f r f r - \ FEATURES 1. BEE DRAWING C3 FOR PIPE CONTINUATION. LLI 7F I 2. BEE DRAINING M8 FOR PIPE SUPPORT DETAILS. z ��SENTAIIVE DATE 3. ALL MANHOLES S14ALL CONFORM TO SAN DIEGO REGIONAL � E I I \ � I �� / � EMERGENCY STORAGE IiASIN STANDARD DRAWING-NUMBERS SM42, (I2 60"MANHOLE), T L I — — r EMERGENCY STORAGE BASIN S -W MANHOLE €A ), SM-04 kPIPE CONNECTIONS TO - - - ----- - - - _. SAT_CYC P E SS MANHOLE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ! I - - - - - - -MANFOLE), AND Sk 06. - - - - - - - - -- - - - 4. 6'X&VALVE VAULT(UTILITY VAULT 687-LA OR EQUAL) I I WA&W DOUBLE LEAF HATCH SPRING ASSIST. ROUTE I I L_ - - - - - - -- - - - - - - - - - - - - - --. - - - - - - - HATCIW flRAiN LINES TO NEAREST L,AN®SCAfO AREA ENSURING CONSTANT L — —. J L � _ L _ - - _I 9 1�#�WSIGNAGEINR€STROOMPERSECTION10400. I � L _ .- - - - - _- - - - - - - — -- - - - - - - - - - - - - - _. - - _. - - - - - _ - - - _. - - 1 i ( MAIN I I SWITCHBOARD r - - - - - - - - - - - - - - - - - - - - - - - — 4!2"��,i3 — — —— -- - - - - - - - - -- _ _ _ _ _ _ _ __ _ _ _ _ ___________________ __________________=________== PERMIT NUMBER 11- NOTES: CO RTE_ PM i 1. SEE DRAWING M8 FOR PIPE SUPPORT DETAILS AS-BUILT PLANS FOR ROADWAY ' 1 GEOMETRIC AND ABOVE GROUND INSTALL ANTI SWAY BRACING PER ` I I MANUFACTURER'S RECOMMENDATIONS. FEATURES ' 7A EMERGENCY STORAGE BASIN 7F 3. ALL COUPLINGS ON FORCE MAIN TO BE { I RESTRAINED. STATE RBSEN _ --- w- — --- _ p o .. a 4 EMERGENCY STORAGE BASIN OUTLET PIPE ' 'ATIVE D PENETRATION SIMILAR TO DETAIL 11M7 WITHOUT FABRICATED TAPPED FLANGE. L-_. .. ..v_.. _ - ° a-.W- ?gyp• ,-_..., __ ..., .- I o 4 CATHODIC PROTECTION SYSTEM PER DETAILS "'- IN SECTION C OF THE SPECIAL PROVISIONS I I 4 MT ( ) u I ANI)PER SECTION 13115 OF THE TECHNICAL --- - -- - - - -- - - -- -- --- - -- -- -- - - - - - ___ _ :- - - - _ - - _- - �- - - - - - - - - -- - _. - - - - _ - - _ - - - - - - __j SPECIFICATIONS. r I cc AZ ANODE ci ` '° a' OVERFLOW AV 112"FeCI3 Ma M7 /() M5 -LISIENT INSTI RMTOR Uj ii�SYSTEM $8 1"DR 1"DR fi"DR SG 3'-4" 2' 6 21'6" 0 I � I I M7 111 LSH I t S U (Typ) PY11fi r 2" I 1 1/2"DWS "° P 112 „' , . ,, kNSULATMIG FLEXISLE COUPLING �aA I I _ 8" PLUG ( LE.8.23' M7 PER SECTION 13115 � VALVE(TYF') 5"PLUG 14"0 DUCT I I � � - . I I = VALVE 4"D I.E. 8 ' 83 \ }:L �I M7 I T10S O r v> n oy t1 - - _ __._ ,. - AF \ ^p I � TSS m tI. ;n 8"X6" r 1 1 (SOT) l (T P) 5"X4" i � f °- pUMp EGG RED HOkS # ` ' \ METER VAULT \ _ NO. 2 (Foe)(TYP i.: M7 H_1 I / l I- ---------- / T1fl5 P-'H712 FE 110 8"X5 At i PUMP' ECC RED PUMP Nfl.4 t NO. 1 EX JT NO. 3 p_1{yI 1400 \ (FOB){TYP) � DUCT \ \ P-1-03 PI �.__ _ �P) 1t,I1 1111 VALVE 1fl3 104 / �" .., ( ' � E / ONE"__ VALVE M ( S 12" 11.250 BEND L t .... I.E. S, M7 m P) .l FCA \ /__ _ _ — — - — - - I i � -f � � SEE � {T'YP)) � I I a I i DRAWING S8 I . : I 4 i '!I it' l I t 4 3 I 22RODUCT . (Puts) 12"45'T1flS SID I ( r 1 / M /� 12"FM . _ m 12'FM � M� (T1'P) FROM 4 I tlI _ _III_ - - _ EXISTING r MANHOLE — — -- - - 1 , li Lms_ -- — 1 - T30AS: R[flT.TO ROUND - -� v (TYP) DUCT REDUCER I 2,-0" EMERGENCY BYPASS 5,-0" C� CONNECTION VAULT � M5 j " "fN WT UP I M7 4 15#ZINC '` 10 ANODE TO SURGE COLLECTION TANK MANHOLE - - - - FROM MANHOLE geyl+co rc+u �p�I� A Auoltl wiling underground �rYF�Y x"t"^�' utility lines.It's.costly. BM BAR 15 ONE NCH ON Call call ORIGINAL DRAWING o 1 IF NOT ONE INCH ON fl OR THIS SHPT,ADJUST � T�6a I- 2272 C?40$701 600 SCALES AflOfll OtN Y "" nk£ N o. Q 10920 Via Frontera, Suite lfitf ® 2 Exp.t I ti CIVtt San Di q, California, 92127 s 07195 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE APPROVAL c11 'y OF k DRAWING �Q. C Y NG L. E3. 1 tPb p - THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS •}• PLANS IPREPARED UNDER SUPER'VISM OF-.. RECOMMIE D APPR -D WORK PROJECT NO. CCE04F g SURVEY CONTROL POINT"1544"AS SHOWN ON RECORD OF J z city vy �.t, p Q SURVEY}$416-A3.5 BRASS DISC IN THE MIDDLE OF THE ASSHOWN r -• ;,` ;,q, '.+. DATE :DeCElfi f9, 2�1fl BY: BY: SEWER PUMP TAT O IMPROVEMENT PROJECT I V SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP HORIZONTAL r , , ,, ,, p STATION,LOCATED ON THE NORTH SIDE OF MANCHESTER Q MATT A. TEBBETTS LEROY BODAS PETER COTA ROBLES :I V AVE.,65 FEET WESTERLY OF THE CENTER OF THE AS SHOWN ,! R.C.E. NO. : C24087 R.C.E. NO. 2 -12 R.C.E. NO. 52176 PUMP STATION PLAN AT EL. -14.00 0 NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. VERTICAL `• w'+ •" ENGINEER - I /,¢ / g/ U. ELEVATION=34:564 NAVD 88 T Encinitas EXP. 12 1/11 DATE: DATE: SHEET 32 OF 64 Yn CITY DRA ` ' NG NO. CS-610 PERMIT NUMBER I1- CO RTE_ PM AS-BUILT PLANS FOR ROADWAY GEOMETRIC AND ABOVE GROUND FEATURES STATE REPRESENTATIVE DATE ' SUPPLY _—.. CONTROL FAN ROOM SF-1 (OVER DOORWAY) "r PI SURGE 105 TAM T2 - RESTROOM 3S _ SCAM F__ I � (�� {$MALL�v~SUPPADRT PER MANU FACTUREIM WRITTEN RECOMMENDATION,NATION,TYP) _i 1'D FRO M 1D FFZM: ACCESS 44AM L C 14A TCH _. . _ EL._2G.15' EL. 261.15' o a r __ ___ 4 t _ ': . `� 1 0,50 _ ✓\//\//\//�//�/ t EL. 18.00' / *,-,` 3 /\/\/\\/\ 2"RD - _ !"F \ \ \/ / �\ \\ _ •� 2" \,//\//� 1 112" RW / // // /�k — \ 2"PD \\/ 112" FeC13(2X) \ X,\/! (2X) r— 1 1/2"DWS �I. FM / I i/2"FeC13(2X) ------ / 8"F F r 43.T M CTURE ,f•- 1 I BRACE PER MANUFA R'S I H.1 WRITTEN RECOMMENDATIONS t d � I .� F � t I :• � ,l T iY J. HOIST 1 j j I i EL 1000' „- — IR ' rs su I.E.$:0A I i a 7 I v (SMALL SUPPORT I ( � L Bt7Rf PIPING T I I PER MANUFACTURERS WRITTEN I> - `c 1 RECOMMENDATION,TYP) w � I r �/ r r 12"FM 1 SAM i� . 4 EFFLU>:NT HIM EL. 1T D RIBUTOR _ WASHING SYSTEM g z _ , f 79, TWAS i r 7 T30AS a i a i I + I •,Y° a A �L I 4 i" PUMP r & f x NO. 1 - A st FED . 4.29 SEE a N-r 1€D.E1.. -4.'� ' - PI DRAWING S8 \ }(/y BE 941' I �`° 1 „( - i j SxSEXf�dT I 1•. SS #') I LSH PUMP 5"BALL IY PLUS NO.4 CHECK VALVE EL. 9.5T \ 100 " f j Y n: 1 I P-1�4 I ' " ko , u 4 ' LL P L / �y 8"SUCT ' -- EL. -10.60' Vtk1 MITERED DUCT, CHECK 7 ( ° ) 8{'.FBEENE{3Il�N€T, EL 11.25' FM x 4 CFM TYP VALVE (PUMPS P-102, P-103 ALSO) I — ( ) ` a _ ♦ ,ECCC PIS L. -1 2 ; EL. -13.4)0' EL. -1*00' - _ _ 46 I � � � �� _ _ . �, .. ._ `— ' n �E ' � s � 4 €L. -14. 4° i u �� ' � _ 45 EL. -1$.10 EL. -15.10' f EL. -15:82' _a EL. 10 - - - T" T1 T1 T1 P-111 3 $ I,: NOTE 1/4"=1'-0" 1. SEE DRAWING FOR HVAC INFORMATION. 2. S€€DRAWING- FOR PIPE SUPPORT DETAILS. �HVAC EXHAUST D UCT NOT SHOWN FOR CLARITY. olwouwww you ow 3 'o 1 ` g BAR IS ONE IINCII ON Gall ORIGINAL NG n au Dr 1= IF NOT ONE INCH ON OR THIS SHEET, ADJUST T p_ o 1-804-227=26003 SCALES ACCORDINGLY ��Ik O. Czaae� " CQ Ll KenndytJenka C®nswltanP.1 I , 10920 Via Frontera, Suite 110 it �k San Diego,)-67,6- 2b 8212 ��jF4FC1 00871131, - - _ REVDSr+ NSD /€D DATE REFERENCES DATE L _ -. _. _.. THE BEN _ -- ..... _-_. .... _ - - _ BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS PLANS PREPAY UNDER SUPERVISION OF RECOMMENDED APP � - _ WORK PROJECT NO. ,- jty CCE04F QLIV ; U SURVEY CONTROL POINT"fiflAd"AS SHOWN ON RECORD OF �:, . SURVEY 18415 A 3.5"BRASS DISC IN THE MIDOLE OF THE A^ *,• ,t,; °" .y . .. Q SOUTHERLY EDGE CONCRETE SLAB OF THE QLIVENHAIN PUMP HORIZONTAL ."., : , g, 2fl10 DATE : By BY: v��F1� P STATION � � PROJECT LL O f LEROY SODAS PETER COTA ROBLES STATION,LOCATED ON THE NORTH SIDE OF MANCHESTER i � t A�TT A, ��C+ f AVE.,65 FEET WESTERLY OF THE CENTER OF THE ', r ,± M 1 I A - S R.C.E. NO. : C24087 PUMP J''� t}�"��1 NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. VERTICAL AS SHOWN 1` R.C.E. NO R.C.E. NC)`. 52176 PUMP STA I ION SECTIONS ELEVATION=34.664 NAVD 88 \ k Encinitas ENGINEER EXP. 12/31/11 DATE: o DATE: 171/10 SHEET 33 OF 64 CITY DRAWING NO. CS-510 - - l PERMIT NUMBER 11- CO RTE._PM 32"X240 z � AS-BUILT PLANS FOR ROADWAY ACOUSTIC °- GEOMETRIC AND ABOVE GROUND 32"X44"X28" LOUVER " DUCT PLENUM ._ FEATURES STATE!MLSENTATIVE DATE EXHAUST ',; CONTROL NOTES: FAN y; ROOM _1 1. SEE DRAWING M8 FOR PIPE SUPPORTS DETAILS. I L- J FLEXIBLE DUCT ea FLEXDBLE EXPANNSION JOINT SD OWN IN VERTICAL WITH Yr�! S �, ii it �, ;j I .; :� Y L�4Al. FINAL I d ;� , ,! r THRUST BLOCK AT AND LOWER E TO BE I; !, TRANSITION 8ETWEEN THE EXCAVAT101 COMPACTION T3S t1 THE PALS; I I (Wt RAE PIPING#SUPP'RT AIWA AND TREAXNNG IN NATIVE SOIL. PERM rrW.`CU'lRER'S WR- 25 J Di T " �L 3 ODJDCK COUPLER VALVES SHALL BE OF A TYPE 12"PLUG RECOMM OATtM TYP) THROUGH BLAB T m 7 VALVE `{ �$ 9 P a ` APPROVED FOR RECYCLED WATER USE. �f i. k I — - - - _.. I €L. 20.15' j\\j\\j\\j\\j\\/\\\\\\�\\�\\�\\�\\/ FCV F€ \// 110 \ \\ \\ \\ \\/\\/\\/\\�\�\\ PW 101 \\j\\/\\\/\\\'�\/ /\ " \ \/ # L. 98.14' 14"€' 1 r 92"FM _ I 2"PD L20*X2(r " T10S 4"FM T1US (TO SURGE - 1/2"F13 - 12"1014 RED (TO OVERFLOW TANK) HOIST STRUCTURE) a 1 112"DYI H 1 - 1 201 n F — METER VAULT EMERGENCY BYPASS i DRAIN 4" D - - P RV 4"D CONNECTION VAULT -. n. � �__�•� -� 201 I.E.B,B�, � __.�_:_, �-�_�. __._�� .�. LE I IT FLEXIBLE j _-,I ° ;r CHEMICAL H EXPANSION JOINT I FEED PUMP r W/MJ ENDS NO. 1 I' I P- a I I A J SV 1"RN I a tel 5"FM 8"FM FEEOPUMP .. n VALVE NO.2 12 FM 18" - EL. _ z PUMP Tx" 2"FLEX HOSE CALIBRATION ROOM ( ) s ; : 2"FILL CONNECTION iw CHAMBER _ ! 2"FILTER ) RECYCLE WATER I -._, � 112"Fee Sx�D11A4�E - °`�� I , { /rte _ M 1/2"FILTER RD�IL'IIIDG''Df-COt�".ER _ C# i€OT ION OUTLET d »� I AfDt HOSE'1 RACK TIW- % 1�T S S'1DsDIA L _ y .VC L- _ _ —..____ .____ —__ ___ _ L Q _. -.—_ O e c n O 3� 6 - 1 - , I r L i STORAGE o - _ _. _ __T y J T�^ppT T1 T P - _ I _ T- - . F Pill _7 -------- -- 1 L- LE x 200 c _ _, I _ TT - PI r 'P -— , 1 _ j --� f I: " L START DOUBLE r j_ �� - J II f '� 0 OONTAAIt`iE�9 0. -- 1 r I LAD yII D9lImr4>! You tam I F � --- CALIBRATION -_ Af�d'GgMing underground VE SCALE- - I I CHAMBER u y lines.Its costly. , k _.... .: . �, i o j{ fa �,I i _ _ ,. BAR IS ONE INCH ON cell ORIGINAL DRAWING I I I L b G is C 1 1/2"F III ! CHEMICAL -=GHEDiI}CAL -_ ` --w_- -- -- ---- ✓ -- ' I IF NOT ONE INCH CO@i j;I FEED PUMP FEED?PUMP CHLORIDE J - STONE Tic DETAIL 1 � OR THIS SHEET,ADJUST -I NO. 1 NO. 2 __._—_r - -- p 2 0 1-800-227-260Q SCALES ACCORDINGLY # _ - _ �J P 201 P-M T-2Ilfl M1 �p T Ke anedy/Jenks Consultants an 108201/#a Fr�nfeFa, S€tice 9't0 SECT C21Q87 Egan Diego, Ca#ifDrn#a, 92127 ►+�E ` Etcp.I 31 II (D356i-6 3 @ © 2 4 Civ11-tea s CA41 ` - • + { REVISIONS _ APPROVED DATE REFERENCES DATE ' � } SCALE _ _- THE BE OVALS TY „` - E�"�IC11�f# D?F AWING W. PIRrT1S0,""AS/HOMO7YEC€RD OF '\, C;jt PLANS P1 PAft'E©L�+11 R161B1C'lN f RECOMM DEO App . SURVEY CONTROL PffINT"1844"AS S410Ytit4 ON-.REC4RD OF a rt" r, V PROJECT . CCE04F - - SUIIV€Y 18416.A 3.5"BRASS DISC IN THE MIDDLE OF THE r �..si�'��c` ', SOUTHERLY€LICE CONCRETE SLAB OF THE OLNENWAIN PUMP HORIZONTAL AS SI11 E .j€s,. a <,,,..,.• � DATE :©ecsmber 9, 2010 �+----- ,�,.t @y �r _. .. . *r. �.�+.,q� O BY: BY: S R PUMP # 1 i PROJECT I [, STATION,LOCATED ON THE NORTH SIDE OF MANCHESTER .. MATT A. TEBB'�ETTS LEROY SODAS PETER COTA ROBLES PUMP STATION ` �+ f�.t,.t U) NORTHBOUND INTERSTATE WESTERLY OF TWECENTEROFTHE AS S#1011it 1 <r:R., A7C t°J R.C.E. NO. : C24087 R.C.E. NO. 22 12 R.C.E. NO. 52176 I'L ^ J'E�.,r"�'I�.Ji'Y NORTHBOUND INTERSTATE HICHINAY 5 FREEWAY OFF RAMP. VERTICAL / f ELEVATION=34.664 NAVD 88 ENGINEER O ----`' EXP. 12/31/11 DATE: DATE: aL'Z/mot SHEET 34 OF 64^ CITY DRAWING NO. CS 610 PERMIT NUMBER 1I- CO RTE_ PM AS-BUILT PLANS FOR ROADWAY _ GEOMETRIC AND ABOVE GROUND FEATURES _. STATE REPRESENTATIVE DATE RECYCLE WATER ,-� _ ':_ FERRIC SIGNAL€ T 1/2"FeCl3 CHLORIDE STORAGE TAW M7 RECLAIMED WATER 4- 1 SIGNAL€ A5 RW t ICK-COUPLER �—� CONNECTION OUTLET L I 1. 4 AND'HOSE RACK. EL.20.15' — - -- _:: am/j�/j�/j�/j\/Y//\///.// /i,/ . /i /j/�jj�j/�j//j//j//j//j//j//j/ ./ \//�/j//j/ 1 9l3•DW RACE PER MANUFACTURER'S 1/2•FeCI3 (2)t) x'\ j 14 FM - o \� WRITTEN RECOMMENDATIONS EL.145 { a - T2 ( E PIPING SUPPORT � PtERMANUFACTURERS, WIWT-'EN RECOMMENDATION, +4 I I COLLECTION I I I 15L.TS9' MANHOLE ° I T3S A j OVERFLOW (ewjL sow PIPING 817PPORT f DIVERSION ` rACT#111� STRUCTURE WR!I II I EJ+" T ') WET WELL P EFFLUENT :'. WAViING 18"SS 4N !! ' Ir FROM EXISTING j OPERATING LEVEL EL MANHOLE(TYP) _ EI,.-3.72' 4.29' EL-641Z EL.-5.02 \ EL.aW " - o � N { '� M7 ANTI-VORTEX \ I' DEVICE cam Rl�w Y l v EL.-41: -- , EMERGENCY tt TORABAyN-E] 1 125' /jA/jA//A/jA/jA/jA/jA/j\/j /jA/jA/jA/jA/jA/jA /jA/jA/A//A/A/jA/ / / / �' ----✓ / / / . • - � • � u>, ° � v/VA�AA/VA/VA/VA A/VA/VA/VA/VA�AA�AA AAA/VA�VV/VA/VA/VA/VA/VA/V PSfC V/V A/VA//VA/VA//VA/VA//VA//VA//VA// � , ��//VA/ FCV ��A//./ V/VAVVA/VAAVAAVA ih ` EL.-14.54' EL- 110 ////i\ 1510' C40 - — - �; 4 FM _ ., EL.-15.82' e ' r T s I TRENCH-TYPE 5'FLARE END CONE 1w FLARE END SUMP WITH (TYP) 66 CONTROL RIB Q EMERLENCYSYPAGS EL. 10:09 w CONNECTION VAULT � �° I - — i — NOTES: � D O4•D liras 1. SEE DRAWING M8 FOR PIPE SUPPORT DETAILS. EL.7 50' 4' Q INSTALL ANTI SWAY BRAC04G PER EFFLUENT x I �1, DISTRIBUTOR WASHING SYSTEM MANUFACTURER'S WRITTEN RECOMMENDATIONS. T ULTRASONIC FLOW METER. FLOW METER SHALL 8-INSTAL Y J QUICK COUPLER VALVES SHALL BE OF A TYPE y CALIt31 gfEp= A PROVED FOR RECYCLED,WATER USE. i MANUFACTURERS MANUF TUREWS AUTHOR ED WRITTEN BASIN ST INSTALLER ONLY. RECOMMENDATION, TYP FEE 119 FROM EXISTING E . MANHOLE t;o' You D f` a 3 •. ai A��IS1.xxlign@ Kswg�+nd VERIFY SCAL'� < � , =�, r , .� . - ,• , '` ' { ' .Irs ter° I #� tt,, BAR IS ONE INCH ON EL.-2 ' r+ fl ORIGINAL DRA KG OVERFLOW p $ 0 DWERSION IF NOT ONE INCH ON STRL1CTU o EL.x,72' OR THIS SHEET, ADJUST mss.,- _,_ EL.-11I5II �g46 0 1-800-227-2600 SCALES ACCORDINGLY `�P•fi � 4 r 'Renneq±JankS InSulw III,. C24II47' 10920 Via P va, $Ulte 110 1 31 San Diego, CMorflia, 92127 2 " „ - 4 M2 CIV1l. II (8 )-676-3620 # � OS87113 RE VI�IaN3 APPRO�r€L) DATE REFERENCES DATE E3EA�H'f CAF L YOUNG I L APPROVALS APP �1lALS NX 11 ; CI-'I-"Y OF #' 1�"a�+��- DRAWING NO. PLAN PREPARED UNDER tJ t t tfl1 1 REC®MME. D AP THE BENCHMARK FOR THIS SURVEY H THE CITY EC RD OF /°'+1.1-"" }_:-D WORK PROJECT NO. CC€044 L M et SURVEY CONTROL POINT"1644"AS SHOWN ON RECORD OF �"`a"C \ city J/ „� U SURVEY 18416.A 3.5"BRASS DISC IN THE MIDDLE OF THE D @C27i1I�f 9, 2{I10 '� � O HORIZONTAL AS StIO1AR+l " " 0 SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHA+N PUMP DATE BY: BY: SEVVIM P ,. STATION ,-:NT PROJECT co STATION,LOCATED ON THE NORTH SIDE OF MANCHESTER j O MATT A. TEEiBETTS LEROY SODAS PETER COTA ROBLES co U. AVE.,65 FEET WESTERLY OF THE CENTER OF THE ^° • R-C°E° NO. : C24087 NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. VERTICAL AS `SHOWN '' Encinitas R.C.E. NO. 22 2 R.C.E. NO. 52176 PUMP STATION SECTIflMS ELEVATION=34.664 NAVD 88 ENGINEER ., EXP. 12/31/11 DATE W-zo /o DATE: �d SHEET 35 OF AS61) - C DRAWING NO. PERMIT NUMBER 1I- CO RTE_ PM AS-BUILT PLANS FOR ROADWAY GEOMETRIC AND ABOVE GROUND FEATURES / I 1 4" D Imo _ F IE' ENTATIVE DATE TERMINATE WITH --- ELBOW DOWN 3/8"x4"BOLT IN DISCHARGE INTO WALL HOUSING WITH THREA '3 WETWELL MOUNTING FLANGE INSERT(TYP) PL411t1B11�1O TES. RW QUICK COUPLER BLANK OUT PANEL 1. ALL DUCTWORK INSTALLATION SMALL BE IN ACCORDANCE WITH ALL 1. INS ALL fN ACCORRAI? WITH 7 CONNECTION OUTLET MOTOR SIDE GUARD I - AS REQUIRED 200 CALIFORNIA MECHANICAL AND AND HOSE RACK ON WALL ROUSING I /V APPLICABLE CODES, SPECIFICATIONS, LOCAL ORDINANCES AND INDUSTRY PLUMBING CODES AND LOCAL AMENDMENTS. SMAG PER 10400 STANDARDS, 2. PLUNRIN x LA ;CI MATIC AND DOES NOT SNOW ALL ACOUSTIC LOUVER 2. COORDINATE EXACT LOCATION OF EQUIPMENT PENETRATIONS THROUGH ROOF, FLOORS, EDFOR A COMPLETE INSTALLATION. I I \ AND WALLS WITH ARCHITECTURAL DRAWINGS PRIOR TO SHOP DRAWING SUBMITTAL. 3. INSTALL ALL PIPING TO AVOID ARCHITECTURAL OPENINGS, STRUCTURAL MEMBERS, DUCTS, FIXTURES AND OTHER \ 3. COORDINATE HVAC SYSTEMS WITH WORK OF OTHER SYSTEMS AND TRADES PRIOR TO OBSTRUCT[ON$. ANY FABRICATION OR INSTALLATION. PROVIDE ALL FITTINGS, OFFSETS AND 4. PIPE SIZES FOR HOT AND COLD WATER SUPPLY CONNECTIONS, TRANSITIONS AS REQUIRED FOR A COMPLETE WORKABLE INSTALLATION. SANITARY DRAIN AND VENT CONNECTIONS ARE SHOWN ON FIXTURE - - - - - - 4. COORDINATE LOCATIONS, FINISH AND PAINT COLOR OF ALL HVAC DIFFUSERS, CONNECTION SCHEDULE. WALL MOUNT PROPELLER REGISTERS AND GRILLES IN ROOMS WITH GYPSUM BOARD HARD-LID CEILINGS WITH 5. PROVIDE ISOLATION VALVES ON ALL HOT AND COLD WATER BRANCH �� _ ( SUPPLY/EXHAUST FAN CMU WALL ARCHITECTURAL FINISH SCHEDULE. SUPPLIES TO FIXTURES. PROVIDE WATER HAMMER ARRESTORS PER 2"V ( [SF-1, EF-21 SPECIFICATION. 2"V THROUGH ROOF 5. PROVIDE BRACING FOR HORIZONTAL DUCTWORK IN ACCORDANCE WITH THE 6. PROVIDE WALL ACCESS DOOR FOR WALL CLEANOUT(WCO) BACKDRAFT DAMP€R LATEST EDITION OF THE SMACNA RESTRAINT MANUAL. INSTALLATIONS. PROVIDE CHRISTY G3 VALVE BOX FOR ALL AREA� 1" RW CLOUT(CO)INSTALLATIONS. 1-1/2"V 6. PROVIDE ACOUSTICAL LINING FOR ALL DUCTWORK INSTALLED UP TO 10' DOWNSTREAM FROM OF AIR HANDLING EQUIPMENT. 7, ROUTE VERTICAL PIPING WITHIN CHASES WHERE PROVIDED. SINK 112"PW CONNECTION I LAYOUT SHOWN ON PLAN IS SCHEMATIC AND NOT TO SCALE. /� O TO LAV / I W L ' T FAN DIET 7. PROVIDE E CEILING ACCESS PANELS TO ACCESS DAMPERS INSTALLED ABOVE CEILING. 8. WHERE POSSIBLE ROUTE HOT AND COLD WATER PIPING FOR GROUND SCALE. 11/2"=V-01' E SIZE AND LOCATION OF ACCESS PANELS WITH ARCHITECT. FLOOR FIXTURES WITHIN CEILING SPACE AND WITHIN FRAMED WALLS. TS11EE LA 9. THERE SHALL BE NO DIRECT CONTACT BETWEEN PIPES AND HANGER 8. ALL EQUIPMENT SHALL BE INSTALLED tN STRICT ACCORDANCE WITH THE EQUIPMI=MT 1/2" PW LAV � 4" D 32 (WIDTH)x 24 (HEIGHT) MANUFACTURER'S RECOMMENDATION AND APPLICABLE CODES. STRAPS OR BUILDING CONSTRUCTION. SEPARATE PIPES FROM 3" D 1/4" PER FOOT SLOPE. ACOUSTIC LOUVER HANGERS/BUILDING CONSTRUCTION USING HAIR FELT OF NOT LESS 2" HW SUPPORT DRAIN LINE 9. FOR LOCATION OF LOUVERS SEE ARCHITECTURAL DRAWINGS. THAN 1/2"THICKNESS. 3/4" PW, FOR NOTE 16 FROM UNDERSIDE OF 10. ALL EXPOSED AIR DUCTS SHALL BE SPIRAL GALVANIZED STEEL ARCHITECTURAL FINISH 10. OBTAIN ROUGH-IN DATA AND DIMENSIONS OF ALL SINKS AND CONTINUATION SLAB BETWEEN WITH GALVANIZED STEEL ATTACHMENT RODS AND STRAPS. INSTALLATION SHALL BE IN PLUMBING FIXTURES. SEE DRAWING M1 1-1/2"V ' CONTROL ROOM AND /. ACCORDANCE WITH INDUSTRY STANDARDS FOR EXPOSED ARCHITECTURAL DUCTING. 11. ALL FLOOR DRAINS SHALL BE PROVIDED WITH INTEGRAL TRAPS AND PUMP ROOM 28 x 44 x 32(DEPTH) / DUCT PLENUM • INSTANTANEOUS ELECTRIC n . TRAP PRIMER CONNECTIONS. CONTRACTOR SHALL DESIGN PRIMER WATER HE (UNDER SINK) SUPPLY TRAP PRIMING VALVE TO TRAP PRIMER I UNISTRUT CHANNEL P1000" / SUPPORT BAND CONNEECTION. ( (OR P-1001 OR P-1001-3 AS 1 1/2"WIDTH, 16 GAUGE 12. INSPECTION AND TESTING SHALL BE IN ACCORDANCE WITH 1/2" PW CONNECTION SEE PLUMBING REQ'D TO OFFSET FROM WALL) LOCALLY RECOGNIZED PLUMBING CORES. TO INSTANTANEOUS NOTE15 FASTENERS 2"V ELECTRIC WATER I 13. ROOF DRAINAGE IS PROVIDED BY GUTTER. REFER TO DRAWING A2. FD-1 TYP OF 3 PER SIDE ROOF AREA IS 775 SQ. FT., RAINFALL RATE IS 1.5"PER HOUR. A 2" HEATER ' ANCHOR FLEXIBLE CONNECTOR GUTTER IS REQUIRED. 1-112"V (TYP EACH SIDE OF FAN) 14. THE PRESSURE AT THE INLET TO THE INSTANTANEOUS HOT WATER 1" RW SLOTTED STEEL CHANNEL, HEATER SHALL BE AS REQUIRED BY THE EQUIPMENT UNISTRUT•(TYP) EXHAUST FAN [EP-1) MA NUFACTURER(25 PSI MINIMUM). -"• �+ �. 15. FLOORS SHALL SLOPE TOWARDS FLOOR DRAINS AT NO LESS OF A " MOUNTING LEGS SLOPE THAN 1/8"PER FOOT. TRAP - 16. INSTALL A THE RMI'3STAfkC MIXING VALVE fM1 THE 19QT WATER CONNE T�PRRIMER LINES (NOT r E#St9# #R LY TO LAV TQ Y. SET TI THERMOSTAT ON THE MIXING SHOWN)TO FLOOR DRAIN TRAPS 1/2 ANCHOR I ANGLE BRACKET(TYP) 1E TO I is RW 11T 4"EMSEO(TYP) - { -20x20 DUCT 4" D ; �- BOTH SUPPORT T I FAN 1Sx25 DUCT .a. c da 411 II a . ° I FAN SCHEDULE 1-112"V a MODEL NO. EXTERNAL UNIT NO. (SSE 1) LOCATION ICU HP dHP FAN RPM DRIVE FAN LECTRICAL E TIC ° 4 TYPES TYPE $FERVICfE AREA ° E 1"tiAX# 1< 1 a ° SF-1 SS1-16-428-A5 CONTROL ROOM PUMP STNTION 31520 1/2 1/2 080 175fl DIRECT SIDEYNA{L PROPELLER 480E318Lf 2, 3 ° 4 ° EF-1 SQ-140-A CONTROL ROOM PUMP STATION 2,520 7/8 1 1.03 1725 22"0 DUCT DIRECT CENTRIFUGAL INLtNI' 4#30/3/60 2 1 1 ° ° ° EF-2 SE1-8440 BATHROOM BATHROOM 100 114 1/40 ! 4350 DIRECT CENTRIFU1aA1 tNLfN€ 120/1/60 4 *OR KIN-LINE INC.; OR EQUAL NOTES: NO O � 1. PRkODL#CT1S FROM GRfENHECK CORP. j SOLAR PHOTO „ . MQU NTINO D� " � 2. CONTINUOUS OPERATION. f VOLTAIC SCALE: 1/2"*V-0" 3. PROVIDE WITH:r ALL MOUNITING COLLAR, MOTOR SIDE GUARD,AND B:ACKDRAFT DAMPER. 15141WIRWINT 4. FAN )S OCCUPIEZO (TIE OPERATION TO LIGHTSWITCH CONTROL) NDRA�WING 4"D tti PwHW SEE PLUMBING NOTE 15 RW PD•1 FCO V CI4IF Yaks W _ vemfry ERS, ut8itti.Hose. IYs wetly. - BAR IS ONE tAICJ=1 ON cat] ORIGINAL DRAWING ENLA GE1D P`L � IF NOT ONE INCH ON SCALE: 1"= 1'-0" D1R THIS SHEET, ADJUST I- B- - SCALES ACCORDINGLY . inedy/Jenks Consultants 10920 Via Frontera, Suite 110 #a Sari Diego, California, 92127 (858)-676-3620 0887113 i?aS REVISIONS APPROVED DATE REFERENCES DATE BENCH MAW . C� c Se NEPRUD S.N P11" Z.HARR S ' APPROVALS „ r #� � f PtiI�I N I T THE BENCHMARK FOR THIS SURVEY IS THE CITY Of ENCINITAS - � _: .;., _.- _ -. PLANS PREPARED UNDER .� SURVEY CONTROL POINT'S DI AS SHOWN ON RECORD OF �' �' . SUPERVISION }F R'ECi III ME A' . ' _ A�o-aE > �' Wc�#<PR�.ICr N�. Ca4� �1�..� , � , M/� SURVEY 48416,A 3:50 BRASS DISC IN THE MIDDLE OF THE ` - - - SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP HORIZONTAL `` r;fir: DATE :Dg€r�°mbw 9, 2010 -, .. . - of sY. '`-- BY: P P STATION` - STATION,FEET WESTERLY THE NORTH SIDE OF MANCHESTER ` n A O T --. AVE.,65 FEET WESTERLY OF THE CENTER OF THE . .'�. MATT A. TEB$E�S LEROY BODA,S PETER COTA Rd$LE�-: -. . . R.C.E. NO. : 024067 - S R.C.E. NO, 2 12 a - NORTHBOUND INTERSTATE .664 NA VD 8 HIGHWAY 5 FREEWAY OFF RAMP. VERTICAL ;;;p, `' �f c 1• t^t R.C.E. NO. IPS A PLANS, SECT .y .. ETAIL _. ELEVATION=3a.66a NAVD 66 111.111 a s ENGINEER EXP. 12131/91 DATE: DATE: � _ SHEET 36OF 64 CITY LJKAWING NO. CS-610 PERMIT NUMBER 1I- Cl WALL SLEEVE, FLANGE x PUSH-ON/ S OR MECHANICAL JOINT, WITH INTEGRALLY AS-BUILT PLANS FOR ROADWAY VENT TO WET WELL - - PRESSURE GAUGE CAST WEEP RING GEOMETRIC AND ABOVE GROUND (SEE SECTION PRESSURE GAUGE : 15050) 3-1R" FEATURES (SEE SECTION 15050) DIAPHRAGM SEAL 2" Ci FLANGE ° _ NON SHRINK GROUT SEE NOTE 3 • ° a TANK SIDE OF STATE 2 SENTATIVE DATE DIAPHRAGM SEAL WALL SE€NOT€S CONCRETE WALL eu • 4 AND 5 Cl WALL PIPE WITH BALL VALVE DAMPENER OR INTEGRALLY CAST DAMPENER OR (SEE SECTION SNUBBER 12" - • WEEP RING 15050) 3"MIN SNUBBER S€€—NOTE 1 a °a. 4 FEL- BALL VALVE _ � G . BALL VALVE (SEE SECTION 1 50) - ' - a 3"MIN , — am (SEE SECTION FABRICATED FLANGE SEE NOTE 2 BELL/ a SCH 803 GALV. STL. 15050) PLAIN END NIPPLE(TYP) W/TAPP€D BOLT HOLES SCH 80 GALV. STL. • .. SIZED TO ACCEPT MATING NOTES; SADDLE TAP FOR NIPPLE(1 YP) POINT WITH CEMENT FLANGE MACHINE SOUS 1. IF TANK SIDE CONNECTION IS PUSH-ON JOINT,BELL FACE MAY BE FLUSH PIPE MOUNTING SADDLE TAP FOR MORTAR TO MATCH WITH WALL. IF TANK SIDE CONNECTION IS MECHANICAL JOINT, BELL DIP OR FLANGED UNLESS (SEA SECTION 15050) PIPE MOUNTING WALL SURFACE(TYP.) MUST BE PROJECT FAR ENOUGH TO ALLOW BOLTS TO BE REMOVED. STEEL OTHERWISE S€CTIONiFIE WALL FLANGE SHALL BE SEE NOTE 2 (SEE SECTION 15050) 1"TYP. STEEL PLATE CONTINUOUSLY 2. WHERE SECTIONIFIED, CAST IRON FLANGES MAY BE INSTALLED FLUSH TO SUMP WELDED OR BRAZED TO PIPE. WITH WALL AND TAPPED FOR STUDS. STEEL PLATE SHALL BE SAME O.D.AS FLANGE AND 1/4"MIN. 3. FLANGE BOLT HOLES SHALL EQUALLY STRADDLE THE VERTICAL NOTES; TIitC1tN€SS CENTERLINE OF T'1 FLANGE TO ASSURE PROPER CONNECTION TO 1• CTIONIFIED, CAST IRON FLANGES MAY BE INSTALLED FLUSH PRESSURE PIPE ADJOINING PIPE,VALVES ARID F{•I"i'INGS. WALL T FOR STUDS. OR TANK PRESSURE PIPE 4. "TANK SIDE OF WALL" SHALL MEAN SIDE OF WALL NORMALLY EXPOSED 2. FLANGE BOLT HOLES SHALL EQUALLY STRADDLE THE VERTICAL OR TANK TO LIQUID OR EARTH. CENTERLINE OF THE FLANGE TO ASSURE PROPER CONNECTION TO ADJOINING PIPE,VALVES AND FITTINGS. NOTE: NOTE: 5. SEAL WITH MASTIC SEALANT W+IERE WALL IS EXPOSED TO LIQUID, 1. PROVIDE 90°BENDS, AS REQUIRED, TO MOUNT ALL EARTH OR AN EXPLOSION HAZARD AREA. GAUGES AND SWITCHES IN A VERTICAL CONFIGURATION. 1. PROVIDE 90" BENDS,AS REQUIRE[), TO MOUNT ALL GAUGES AND SWITOHE S IN AVERTICAL CONFIGURATION. P ;, - DI -_ENT DETAIL PW S-POOL # H 1tALt_ L?ETAtI. 1 PIPE P NETS (:Mi2:) GH t SCALE: NONE SCALE: NONE SCALE:N P UraiH WALL t�ETAIL M2 9CALE: NONf SCALE: NONE M2 REFERENCE LINE FOR DIMENSIONING ABOVE FLOOR (4'-#" UNLESS OTHERWISE NOTED) 3M"S.S. BOLTS AND 1, „ EXPANSION ANCHORS (TYP.) 13-114'MIN. 1� 5' S SEWAGE COMBINATION AIR u 1/8 114" STEEL PLATE AT GAS RELEASE VALVE 2 STIFFENER�&CUT-OFF 3/16 (SEE SECTION 15050) J DRY SIDE OF 114"THICK PLATE (MAY BE SQUARE RING. WELD TO SIZED �' . WATER, PLATE W/CENTER HOLE) . . 1/4"MIN. THICKNESS STEEL _ to WALL(3Ft S JOINT SLEEVE. ° a ° . PL. SIZED JOINT WATER E WALL 4R SLAB � LINK TYPE WALL SEAL ) (GASKET SLEEVE DRAIN TO EARTH OR WATER SIDE OF WALL THIMBLE AT SYSTEM ° , ° WET WELL ° ° WALL t3ft SLAB GATED OPENING NOTICE u POLYURETHANE SEALANT, ° d CONTACT BEFORE iv. BALL VALVE - 2 PART COMPOUND, MIN. . a (SEE SECTION 15050) THICKNESS 112"OR 112 REINFORCED CONCRETE PIPE PERFORMING Y WOW THIS WATER WIDTH WHERE WIDTH NEOPRENE GASKET SHOWN. JOINT IS SUITABLE FOR EXCEEDS 1" STEEL, DUCTILE IRON, CAST SYSTEM 4 ° SCH 80 GALV. STL. TIGHTEN BOLTS FROM ) °_�. IRON OR PVC PIPE PASSING DO NOT W NO TOME _ DRINK EL AQUA NIPPLE (TYP) DRY SIDE OF WALL THROUGH WALL 8" S DRYPACK CONCRETE MORTAR 3 116"STEEL PLATE SADDLE TAP FOR PIPE O HOLE IS CORE DRILLED TYPICAL SLEEVE CAST IN WALL. AEI. OR CAST W/u�MOOTH 3/4"RADIUS(TYP.) (SEE SECTION UNIFORM SHAPE,SSE FABRICATE OF PIPE WITH 1/4" 2 ( f SECTION 15050) MAY BE OMITTED MIN. WALL THICKNESS. HOT DIP CMU WALL (TYP)HALF SECTION GALVANIZE AFTER FABRICATION 12" DIA. PIPE BOLTS, NUTS, WASHERS, PACKED OAKUM . e NOTES: WELDED TO PLATE SHALL BE BRONZE OR 1. REFER TO SECTION 10400 OF THE SPECIFICATIONS. — STAINLESS STEEL 2. SIGNS SHALL S€MANUFACTURED OF ALUMINUM SHEET, FRONT NOTE: a THICKNESS SHALL BE 18 GAGE. a NOTE: PRESSURE PIPE 1. FOR WALLS GIFT AI TI 12" THICK USE TWO 3. THE SIGN SHALL INCORPORATE A PURPLE BACKGROUND LINK SEALS PER WITH WHITE LETTERS AND SYMBOLS. 1. HOT-DIP GALV. AFTER FABRICATION. OR TANK MANUFAC PtIIs EEfES RECOMMENDATIONS. 4. SIGN SMALL MEET REOUIREMEN s OF CALIFORNIA PLUMBING CODE 1519.0(B). o a 0 TPA DETAIL WATER CAL E RACK pE A L - - v �► � �'At;*1 Atl, t • ` �tAT� 4 - ., . ; ]DETAIL PIPS �� 10 TAIL 3 SCALE: NONE SCALE: NONE SCALE-NONE M2 SCALE:NONE M2,M5, 00 bo+are YQU VERIFY SAES o A"cl cutting undwground 0 utioty Iinpe.Irs wetly. BAR IS ONE INCH ON Call ORIGINAL DRAWING 00 B IF NOT ONE 1N 4 OR THIS SHEET,ADJUST *'T 1-840-227-2600 SCALES ACCORDINGLY r K � Consultants No. c247 * Exp.1 v :I1 1 .1 Frontera, State 110 pJ 5 San gam, California-, 92127 (858)-676-3620 4$87113 E!/'CAU � • a� �� D REVISIONS DATE REFERENCE DAB INCH NIAFK DRAWING NO. BENCHMARK CONTROL ff'10 SURVEY H WN ON EC€NCINrT,as eit �PREPARED UNDER BliPF�R�fIBI(?N{)F RECflMME.. ED #.� ....... WOE PROJECT NO. CC-ffl4F � , „ ` { U SURVEY GONTRGYL POINT"1044"AS SHOWN ON RECORD OF �% '. � ��-7.. SURVEY 4&itti.A 3 5"Bf2ASS DISC IN THE A6IDDLE OF THE � � " O SOUTHERLY EDGE CONCRETE SLAB ID THE MANN EST RUMP HORIZONTAL '� Dece 9, 2010 ., ' E PUMP STATION NPRO.. ' ,NT 'E'X T U_ © DATE : BY: BY STATION,LOCATED ON THE NORTH SIDE t3F MANCHEST€R � -}--� LEROY BflS1AS PETER CflTA ROBLES AVE 0iiiH FEET WESTERLY OF THE CENTER THE �`:' MATT A. T BE� R.C.E NO. : f'T �B� R.C.E. R . 12 R.Cl. NO. 52176 � _ � IL NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. VERTICAL ELEVATION=N.664 NAVD 88 Encinitas ENGINEER EXP. 12/31/11 DATE: L211141-10— DATE: / /0 SHEET 37 OF CITY DRAWING NO. CS-610 I PERMIT NUMBER 11- CLEAR 1"(MIN) BETWEEN CO RTE_PM (TYP) STEEL AND PIPE MATERIAL, AS-BUILT PLANS FOR ROADWAY (INSULATION, U-BOLTS, GEOMETRIC AND ABOVE GROUND HANGER SUPPORTS, ETC.) FEATURES a a T.O.S. ELEVATION SPECIFIED _ ON MECHANICAL PLAN Sa n!PRESENTATIVE DATE REAM HOLE IN UNISTRUT THREADED ANCHOR 4_ - 4 FITTING FOR 1/2"BOLT FOR HANGER ROD a - a = _ 114" STOP PLATE (TYP.) BRACE 4i(6" MIN. EMBED) NOM PIPE "A" - ^ a DIA"D" EVERY I (� _ 0 112°CAPSULE AND ° .° Q " . 21f2' 1' 10 UNISTRUT* CHANNEL P1000 � (OR P1001QRP1001-3 AS . .° ,Fltl84 - CANTILEVER NG UNDER 10 II REQU TO OFFSET FROM CHANNEL AND UNDER BOLT ICE HANGER ROD 4" 1' 10 � W4X13 CANTILEVER(8"PIPE) I - SIDE BRACE HEAD ') �R DATER EMBED 5" 1 112" 10 ADHESIVE ANCHOR a 1AX12 CANTILEVER(12"PIPE) CHEMICAL/SAMPLE PIPING _rp 3/II" 30 (6" MIN. EMBED) 4 II KNEE BRACE LIAISTRVT SERM,S 26M PIPE >2"<r il? 4„ 6" 1 lir 1$ (TYP 4) W4X13 KNEE BRACE 11 CLAMP FOR FLEXIBLE CONNECTION ( _ 8 1112' 15 4 112 3[4"3f(I' 6"PLATE LARGE CARE PIPE r0<_4" I1U°' E 14" 1 4/r 15 - STD.WT.PIPE,DIA"A' ° II ( ) 13" 11& 15 IN,VENT HOLE � UNISTRUT SERIES 2558 PIPE - = 10" STRAP FOR RIGID CONNECTION 14' a' 15 - (UNDERSIDE OF PIPE) S(QE VIEW FROPJT 17jgw {TYP). 'DO NOT USE FOR PVC >2" CONCRETE FILLED CMU WALL, � S PIPE CLAMP WITH SPACERS 2" �„ „ 1"ANCHORS, 1"ANCHORS, FOR SLIDE SUPPORT OF PVC CONCRETE-V l., OR OVERHEAD MA l EA1o,�1RON 18' 2 15 4 TO PERMIT LOOSE FIT(1146" 8"EMBED (TYP) 8" EMBED(TYP) PIPE, SEE DETAIL NUT I ` 15 \ 'EAMN ' ),P@R`. cAL * ANVIL INTERNATIONAL*FIG.97C 2(r 2` 15 THERMAL EXPANSION. r j i- P1fC PLASTIC COATED C14 10" STEEL BAND INSULATION ON 1 1/16"0 HOLES OUTSIDE W#L w (TYP)NOTE: I WELD TO STEEL;STRUCTURE. ADD ADITIONAL CAPSULE ANCHOR FOR EACH POISONPADRIMUIRED IF WELDING / PIPE SIZE fD) a V!5$ L OR EQUIPMENT. w, ADDITIONAL PIPE. i `OR FEE AND MASON,OR EQUAL. TO 112"PLATE"A" OR KIN-LINE INC., OR PLAN :FEE 1 9/18"fd a n x-112"STEEL HOLES PATE NOTE: 8-0"( ) a = _ _ _ _ _ _ —� (-f{P) PLATE „ � + �� SEE SECTION 150M FOR MATERIALS. SCALE: NONE (SEISMIC IRES7RAINT) ALE: ,Nip d p PIllf SUP 4� 518°BOLT, NUT, & 1#2 (TYP.) SCALE: NONE a ° LOCK WASHER PIPELINE PIPE SIZE - 4p PIPE <8"DIA. 1/2"PLATE (SEE TABLE BELOW) \__WT2X6.5 SIDE BRACE ° BASE ELL OR TEE _.......— - - BASE <8" _ = 1/2"PLATE"B" 3/8"Pt-. 4"WIDE ,v 4-FLANGE PIPE STRAP / a 1"ANCHORS, 1 PL. 'S-(TOTAL 2) 114 BOLTS 8" EMBED(TYP) 3"STD. STL. PIPE, 3"LONG I 1/4 (TYP) STD. 125 LB. RED. FLANGE PLAN VIEW 5/8 THROUGH BOLT j �` PL. "A" TO FIT BASE FLANGE e t WITH NUT& LOCK WASHER ! ' ANCHOR BOLT, THREADED 2 1/2"THREADED STL. 2 112"EXTRA STRONG _� TYP. OF 4 � REDUCER — PIPE, EXTRA STRONG — PL. "C"(TOTAL-2) 4"(TYP.) STEEL PIPE. ® xX 112"STEEL C9 p TACK WELD 90" ATTACH DIRECTLY PLATE s TO BASE PL. VIGN RAVED STL. PIPE, x HEI{aHl LESTI ' TWE r 44W PLUS PIPE O :/2. EXTRA STRONG KIM "m I I MALLEABLE ti511DTH DRILL FOUR HOLES TO MATCH FLANGE � L — J IRON REDUCER DOUBLE NUT AT 3"EXTRA STRONG 1"CLR. (TYP) SLAB ONLY N; 4 TACK WELDS STEEL PIPE PL. "C" (TYP.) FLOOR AT 90 " ANCHOR BOLTS 1/4 I^ 1/4 WITH LOCK ROUND CORNERS 114 (TYP GROUT OR DRYPACK ) v 13/1I ' PLATE io WASHERS, DOUBLE AND EDGES p 1 1/.2" 314"MIN, 2"MAX. I ROUND CORNERS NUTTED AT SLAB DOUBLE NUT9YP) 518"ANA W/5"EMBED AT EDGE' BAST=PLATE FLOOR, WALL 1'. AT SLAB ONLY WTH LOCK WASHERS P) -40-- UNISTRUT`PER PIPE SUPPORT 1/8 I I OR CEILING I'1 P. OF 4) „ d GROUT OR DRY-PACK 9 ( USED. UNISTRUT*MAY BE T3S FLOOR, WALL OR CElLIN 3/4"MIN., 2"MAX. SQUARE I INSERT TYPE. P3700 SERIES, I I 1f2" BOLT, NUT&WASHER o SET FLUSH WITH WALL ) ( ( P ) GROUT OR DRYPACK I I° ')^ _ 1. At AN ALTERNATE, IF ADJUSTMENT IS NOT NECESSARY, DELETE 2 112" (TYP OF 2 3/4"MIN., 2"MAX. ANCHOR BOLT(TYP.) STEEL PIPE AND SCREW 3"STEEL PIPE DIRECTLY TO REDUCING FLANGE. I ° 1 1/2"(TYP.) 1 112" PL. "A" 2. DO NOT CUT OR WELD AFTER GALVANIZING. I I I 3/4"CAPSULE, ( ) NEVI'W J RIGID PIPE STRAP ( I DOUBLE NUTS WITH WASHERS EMBER TS344.25• I I (TYP. OF 4) x LOCATION H (MAX.) EMBED SUPPORT T1 BASE PLATE ANCHOR BOLTS ( : ) 1 A� ) PVC PIPE 114 I I: PLATE „X 0'-9” w FLOOR T-0" 318 X 9 X S 4-5/8" S. PIPE MIAMI BOLT EMBED REMARKS TYPE 13 SUPPORT III 3S) ( BEING I I Y I SUPPORTED GROUT OR DRYPACK g PL. "A PL. 'B" PL. 'C NONE(SEISMIC R€STRAWT) ( FLOOR 314"MIN., 1" MAX. CEILING 3'-0" 5f8 X 9 X 9 4-3/4" B" SIZE , " WALL 1'-6" 518 X 9 X 9 4-314" 6" < 12" 1/7, W. 6" PL. "B" &"C"NOT REQ'D. I ° " ° "° NOTES: >12"< 16" 112" W. W. 6" PL. "Cu NOT REQ'D. o ° D 1. AS AN ALTERNATE, IF ADJUSTMENT IS NOT NECESSARY, DELETE - I o PIPE AND REDUCER AND hllIELIO 3"ST L PIPE D L�` > ' <24" 3/!I" 2 '' 7" - BOTTOM PIPE STRAP >24"<W. 718" 318" 318" 71W 7" ( LOAD LIMITS(ALL(DPI ONE SIDE ONLY) 114" LARGER 2. DO NOT CUT OR WELD AFTER GALVANIZING. - PVC SLEEVE I.D. NUMBER OF PIPES PIPE SIZE 3. PIPE SUPPORT MAY BE ORIENTATED IN ANY DIRECTION. THAN PIPE O.D. SLEEVE 4" pi LONG 1 6" 1f ?0RT 14$) I 4 4„ TYPE � SPF ��'�� --� � : � NONE(SEISMIC RESTRAINT) 5 <4 NONE(SEISMIC RESTRAINT) SEE-LINE OR KtN-LINE INC.,OR EQUAL 7 NOTE: go C l betoro YW l BOT=H SIDES OF PIPE SUPPORT MAY BE LOADED PROVIDED andoMrmna ER SCALES THE NUMBER OF PIPES PER SIDE IS NOT EXCEEDED. atili}j.lihlBE.It's costly. BAR - ++ IS ONE INCH ON Call ORIGINAL DRAWING 'OR KIN-SINE, INC., OR EQUAL. r-OR 7 "A�� PORT' TES IF NOT ONE INCH ON kSEISMIC ADJUST NONE R01i .o OR THIS SHEET,AD 1-800-227-2600 SCALES ACCORDINGLY p� Kennedy/Jenks C o ut tant No. C2409 � & 3 i1/ ti 10925 Vie Frontera, Si Ite 116 11r Exp. >k San IDtec,�ca> California, 92 CIV1 97 sr (8 } 76-5625 I NCES - o c f- T REVISIONS APPROVED DATE REFERE DATE � N MARK GALE 9 L_ &iX S „ CITY C �. f r ©F A I _� N. U THIS PURVEY ". .-^- -. .. a`A , }? RV I341k1YIaTaB "° d ;,., _ .,. PREP N Ri/I ECO {� IpI E1'', , Jf TT•'1i144"AS SHI71' f{hN'.tECt IIIT, - xr'�". '. , _. � .. _.. ` _. WC*RI PI CSI TI �. . x ;. Q SURVEY 18476.A3.5"BRASS DISC IN THEMIDOLE 4F THE ix'k... .. >.. _ --_ :: ,..:rp . ':. 01 -y -_., O SOUTHERLY EDGE CONCRETE SLAB HORIZONTAL •'?,' " DATE .De's.2(I1© By jE CT LL OF THE OLIV€NH:AiN PUMP .,a ? BY: .• ".: "�3 ' : '..,., `" `. I STATION,LOCATED ON THE NORTH SIDE OF MANCHESTER : 7 of LEROY BODAS PETERf3TA R{36{E$ - - - PIPE ' DETAILS - - m TT A. TESSETTS R.C.E. NO. 31 R.C.E. NO. 52;76 PIPE SUPPt AVE.,B5 FEET WESTERLY OF THE CENTER OF THE l - l R.C.E. NO. : C24087 NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. VERTICAL ELEVATION=34.854 NAVD 88 Encinitas ENGINEER EXP. 12/31/11 DATE: /2 J� fd� DATE: `� � F9 SHEET 38 OF 64 _ - CITY DRAVIANG NO. CP10 PERMIT NUMBER 1I- ABBREVIATIONS PLAN SYMBOLS SINGLE LINE SYMBOLS ELEMENTARY DIAGRAM SYMBOLS CO RTE_ PM AS-BUILT PLANS FOR ROADWAY a CIRCUIT BREAKER AUX. CONTACT, FLUOR FLUORESCENT OL THERMAL OVERLOAD RELAY OH OVERHEAD POWER LINE S SINGLE POLE SWITCH ® FUSE. RATING IN AMPERES GEOMETRIC AND ABOVE GROUND CLOSED WHEN BREAKER IS CLOSED FO FIBER OPTIC PB PULLBOX, PUSHBUTTON * UNDERGROUND CONDUIT A AMMETER, AMPERES FREQ FREQUENCY PD POSITIVE DISPLACEMENT — 2 =2 POLE, 3=3 WAY,4 =4 WAY, GROUND CONNECTION FEATURES AC ALTERNATING CURRENT FT FEET, FOOT PE PHOTOELECTRIC K= KEY OPERATED R M ETM AC AIR CONDITIONING UNIT FU FUSE PEC PHOTOELECTRIC CELL — UNDERGROUND DUCT WP= WEATHERPROOF 0____O SWITCH, RATING IN AMPERES METER STATE REPRESENTATIVE TIME RESENTATIVE DATE SWITCH, 3 POLE EXCEPT WHERE O MOTOR O A/D ANALOG TO DIGITAL (F) FUTURE PF POWER FACTOR LINE (CONCRETE D = DIMMER NOTED ADJ ADJUSTABLE FVNR FULL VOLTAGE, NON REVERSING pH MEASURE OF ACIDITY OR ENCASEMENT) NOTE P3 P = SWITCH WITH PILOT __O moo- AUTOMATIC TRANSFER AF AMPERE FRAME FVR FULL VOLTAGE, REVERSING ALKALINITY LIGHT SWITCH 3 POLE, RATING AS AFD ADJUSTABLE FREQUENCY DRIVE FWD FORWARD PH PHASE AFF ABOVE FINISHED FLOOR UNDERGROUND DIRECT NOTED CONTROL DEVICE COIL. PREFIX NUMBER, GA GAUGE PLC PROGRAMMABLE LOGIC BURIAL CONDUITS Sab SINGLE POLE SWITCH (NOTE P2) ** WHEN USED, DISTINGUISHES BETWEEN CROSS REFERENCE TO AIC AMPERES INTERRUPTING CAPACITY GALV GALVANIZED CONTROLLER O NOTE P3 ST ANOTHER DIAGRAM SHUNT TRIP DEVICES OF THE SAME TYPE. AL ALUMINUM GEN GENERATOR PNL PANEL FLUORESCENT ** ALT-ALTERNATOR LR-LATCH RELAY NORMALLY OPEN CONTACT ALT ALTERNATOR GFI GROUND FAULT INTERRUPTER PNLBD PANELBOARD �Q� FIXTURE (NOTE P2) ® FUSE CR-CONTROL RELAY PR- PROS€ RELAY NO THE OTHER DIAGRAM AIM AUTO/MANUAL CONTROLLER G, GND GROUND PRI PRIMARY 1 MULTIPLE CONDUIT RUN GR-GENERAL RELAY PI -SOLENOID VALVE ANN ANNUNCIATOR GRS GALVANIZED RIGID STEEL PS PRESSURE SWITCH I FLUORESCENT FIXTURE WITH p�p FUSE CUTOUT APPROX APPROXIMATE H PSI POUNDS PER SQUARE INCH NIGHT LIGHTING UNSWITCHED CIRCUIT BREAKER, 3 POLE EXCEPT WHERE ISR- INTRINSICALLY TD-TIME DELAY RELAY 1 2-2, 310, 0 HYDROGEN PEROXIDE ( ) CR AS AMMETER SWITCH HH HANDHOLE PVC POLYVINYL CHLORIDE _ CONDUIT CONCEALED OR FLUORESCENT FIXTURE WITH p MCP p 100AT NOTED. RATING IN AMPERES AS NOTED. IF SAFE RELAY TR-TIMING RELAY AT AMMETER TRIP PWR POWER IN FLOOR SELF-CONTAINED EMERGENCY TWO RATINGS APPEAR EG. 100/625 THEN SPARE CONTACTS ON RELAY. HMI HUMAN MACHINE INTERFACE ) 100AT > 100AF ( ) IF OMITTED, THEN THE SPEC. AUTO AUTOMATIC ATS AUTOMATIC TRANSFER SWITCH HOA (RL) RELOCATE BALLAST/BATTERY o o DEVICE IS MCP; NUMERATOR IS HAND-OFF-AUTOMATIC ON OFF REQUIREMENTS REGARDING ON OFF AUX AUXILIARY CONTINUOUS CURRENT RATING &HOR HAND-OFF-REMOTE (RLD) RELOCATED -————————- CONDUIT CONCEALED WALL/CEILING MOUNTED DENOMINATOR IS INSTANTANEOUS TRIP R SINGLE POLE SWITCH SPARE CONTACTS APPLY. HORIZ HORIZONTAL RCPT RECEPTACLE IN WALL OR CEILING FIXTURE SETTING. p p NORMALLY OPEN/ AWG AMERICAN WIRE GAGE NORMALLY CLOSED CONTACT HP HORSEPOWER RCT REPEAT CYCLE TIMER WALUCEILING MOUNTED CLOSED ON THIS DIAGRAM b CIRCUIT BREAKER AUX. CONTACT, HPS HIGH PRESSURE SODIUM CONDUIT EXPOSED FIXTURE NIGHT LIGHTING «�> POWER CIRCUIT BREAKER DRAWOUT REQD REQUIRED ABOVE 1500V RATING AS NOTED CLOSED WHEN BREAKER IS OPEN HTR HEATER o o RM ROOM CALLOUT INDICATING (UNSWITCHED) START INDICATING BCG BARE COPPER GROUND HV A -� I I, SURGE ARR€SARRESTER STOP NORMALLY OPEN/CLOSED ? LIGHT HIGH VOLTAGE RPM REVOLUTIONS PER MINUTE �'� CONDUIT SIZE, NUMBER OF ao POLE MOUNTED FIXTURE EMERGENCY PUSHBUTTON BLDG BUILDING HZ HERTZ (CYCLES PER SECOND) 3/4"C-3#12, 11#12G J WIRES AND WIRE SIZE C CONDUIT, CONTACTOR IND LT RT RESET TIMER INDICATING LIGHT WALUCEILING MOUNTED EXIT CURRENT TRANSFORMER CAB CABINET INCAND INCANDESCENT SCR SILICON CONTROLLED CALLOUT INDICATING LIGHT- DIRECTIONAL ARROW PUSH-TO-TEST INDICATING LIGHT ® WHERE INDICATED, SHADED * COLORS: CAP CAPACITOR RECTIFIER 135 CONDUIT PER SCHEDULE VOLTAGE TRANSFORMER START ? INSTR INSTRUMENT, INSTRUMENTATION AREA INDICATES ILLUMINATED STOP 1 fp A-AMBER R- RED CB CIRCUIT BREAKER I/O INPUT/OUTPUT SD SMOKE DETECTOR I I CONDUIT RUN, HATCH MARKS FACE ' I I I ' �_ PUSHBUTTON B - BLUE N - NEON CC CONTROL CABLE, CLOSING COIL JB JUNCTION BOX SEC SECONDS, SECONDARY INDICATE NO. OF#12 CONDUCTORS Q p EMERGENCY LIGHT WITH jr)i p p a-L D NORMALLY OPEN/CLOSED CHH COMMUNICATION HANDHOLE SECT SECTION III NO HATCH MARKS IS 2#12 UNLESS L_I POWER OR DISTRIBUTION C- CLEAR W-WHITE KA SECT OTHERWISE NOTED SELF CONTAINED BATTERY TRANSFORMER RATING AS NOTED CL CHLORINE KCMIL THOUSANDS OF CIRCULAR MILS SF SUPPLY FAN pro G- GREEN Y-YELLOW CKT CIRCUIT KV KILOVOLTS SHH SIGNAL HANDHOLE HOME RUN TO PANELBOARD AO LIGHT FIXTURE I SWITCH OR AS INDICATED IDENTIFICATION p��o CMH COMMUNICATION MANHOLE KVA KILOVOLT AMPERES SHT SHEET 100 MOTOR. NUMBER INDICATES O` -o 1-POLE/3-POLE SENSING SWITCHES CO CONDUIT ONLY KVAR KILOVOLT AMPERES REACTIVE SIG SIGNAL FLEXIBLE CONDUIT p SINGLE RECEPTACLE, 120V HORSEPOWER I COMM COMMUNICATION KVARH KILOVOLT AMPERES REACTIVE SN SOLID NEUTRAL CLOSE ON ( SINGLE RECEPTACLE, 2fl8V O pip SENSED VARIABLE COND CONDUCTOR HOURS SPECS SPECIFICATIONS CONDUIT RUN, BROKEN GEN GENERATOR FNISiNCm FALLING CONT CONTINUED, CONTINUATION KW KILOWATTS SPOT SINGLE POLE, DOUBLE THROW AND CONTINUED ON SAME DUPLEX WALL RECEPTACLE, 120V S SHEET OR AS NOTED G = WEATHERPROOF CONTROL PACKAGE PROVIDED p FLOW CPT CONTROL POWER TRANSFORMER KWH KILOWATT HOURS SS STAINLESS STEEL, SOLID STATE / , G = GROUNDED rs CID r—r--- CONDUIT WITH SEAL FITTING O WITH THE DRIVEN EQUIPMENT MULTI-POSITION CONTROL PANEL LCP LIGHTING CONTROL PANEL SW SWITCH IG = ISOLATED GROUND p CR INTERRUPTER GROUND FAULT BUS STAB ON MCC OR SWITCHGEAR, CORD SELECTOR SWITCH LS LS CONTROL RELAY LP LIGHTING PANEL SWBD SWITCHBOARD ] CAP ON CONDUIT STUB INTERRUPTER T CS CONTROL SWITCH LPS LOW PRESSURE SODIUM SWGR SWITCHGEAR & PLUG CONNECTION FOR MOTORS p LEVEL CT CURRENT TRANSFORMER LTG LIGHTING SYNC SYNCHRONIZING OPEN CIRCLE DENOTES OL THERMAL OVERLOAD CWP COLD WATER PIPE LT(S) LIGHT(S) TB TERMINAL BOX, TERMINAL BOARD UPWARD CONDUIT RISER DOUBLE DUPLEX WALL �C� H O A PS PS w OF DC DIRECT CURRENT (M) MODIFIED RECEPTACLE, 120V O * A-AMMETER TC TELEPHONE CABINET SOLID CIRCLE DENOTES * p` o PRESSURE CIA DIAMETER rnA MILLIAMPERES TEL TELEPHONE DOWNWARD CONDUIT RISER V-VOLTMETER �- �` DIAL DIAGRAM MAX MAXIMUM TEMP TEMPERATURE DUPLEX FLOOR RECEPTACLE, WH -WATTHOUR METER I I DISC DISCONNECT MCC MOTOR CONTROL CENTER TSP TWISTED SHIELDED PAIR -� / INDICATES REMOVAL 120V GF -GROUND FAULT SENSOR I I HAND-OFF-AUTOMATIC TS TS DISTR DISTRIBUTION AS AMMETER SWITCH I �_ I SWITCH X-INDICATES p TEMPERATURE MCP MOTOR CIRCUIT PROTECTOR TVSS SURGE NT VOLTAGE S -T-o o CONTACTS CLOSED DN DOWN MFR MANUFACTURER SURGE," ]PPRESSOR — +�---FAQ FIRE ALARM CONDUIT @ RECEPTACLE,480V DP DISTRIBUTION PANEL MH MANHOLE TYP TYPICAL VS VOLTMETER SWITCH DPDT DOUBLE POLE, DOUBLE THROW MIN MINIMUM UG UNDERGROUND T TELEPHONE CONDUIT WALUCEILING MOUNTED H 0 R LIMIT SWITCHES DPST DOUBLE POLE, SINGLE THROW MISC MISCELLANEOUS UH UNIT HEATER Q (2) JUNCTION BOX ELEMENTARY DIAGRAM ZS DWG DRAWING MOV MOTOR OPERATED VALVE UV ULTRA VIOLET S SECURITY SYSTEM CONDUIT REFERENCE NUMBER p CLOSE ON REACHING LIMIT (E) EXISTING MS MOTOR STARTER V VOLTS FLOOR RECESS MOUNTED I I I HAND-OFF-REMOTE SWITCH EA EACH MTD MOUNTED VA VOLT-AMPERES O X-INDICATES CONTACTS ZS EF EXHAUST FAN MTG MOUNTING VFD VARIABLE FREQUENCY DRIVE SURFACE MOUNTED PANELBOARD JUNCTION SOX K KIRK KEY INTERLOCK To_— I CLOSED p�Q CLOSE ON LEAVING LIMIT EHH ELECTRICAL HANDHOLE MTS MANUAL TRANSFER SWITCH VAR VOLT AMPERES REACTIVE D THERMOSTAT, WALL MOUNTED EL, ELEV ELEVATION VERT VERTICAL [AiVIED FLUSH MOUNTED PANELBOARD TORQUE SWITCHES POWER RECEPTACLE FOR -0- -C3- TERMINAL WSO ELEC ELECTRIC, ELECTRICAL NC NORMALLY CLOSED VH VAR-HOUR T WALL TELEPHONE OUTLET(+12') PORTABLE EQUIPMENT ELEM ELEMENTARY VS VOLTMETER SWITCH O MOTOR p� OPEN ON HIGH TORQUE EM€RG E• NEC NATIONAL ELECTRICAL CODE EMERGENCY 4 DATA WALL OUTLET RELAY DEVICE FUNCTION, # W WIRE, WATTS WSC ENCL ENCLOSURE NEMA NA=TIONAL TRICAL [] DISCONNECT SAFETY SWITCH # PER ANSI NUMBER 037.2 Ht H3 H2 H4 WHM WAT1#IQUR Iy) IIR CLOSE ON LOW TORQUE EFFL EFFLUENT MANUFACTUi� R'S ASSOC. � T1EIE-DATA WALL OUTLET €Q EQUAL N€UT NEUTRAL WHDM WATTHOUR DEMAND METER CONTROL POWER NIC NOT IN CONTRACT WP WEATHERPROOF 01 COMBINATION MOTOR STARTER �j TERMINATOR/POTHEAD TRANSFORMER Y O_ �^ o TIMED CONTACTS EQPT EQUIPMENT WT WATERTIGHT QF FIRE ALARM PULL STATION ETM ELAPSED TIME METER NO NORMALLY OPEN, NUMBER WTP WATER TREATMENT PLANT MANUAL MOTOR STARTER X1 7TR ORMAL OPEN TO CLOSED TO NTS NOT TO SCALE SMS -�- -+— SPLICE, TERMINATION CLOSED OPEN FRCP FIRE ALARM CONTROL PANEL XFMR TRANSFORMER FDR FEEDER OH OVERHEAD [� CONTROL STATION LJ FIRE ALARM FLASHING LIGHT 1 1 MOTOR STARTER FF FINISHED FLOOR OT OVER TEMPERATURE -r NUMBER INDICATES NEMA SIZE OTOR H€ATiS OPEN DELAYED INSTANTANEOUS FLEX FLEXIBLE EQUIPMENT MOUNTING STAND g _L CAPACITOR-KVAR INDICATED MOTOR HEATER FIRE ALARM HORN T 5 ` GENERAL NOTES: Q GROUND ROD AND BOX CLOSED INSTANTANEOUS DELAYED O AFD-ADJUS'TA;ELE FREQUENCY HEAT DETECTOR AFD DRIVE SS -SOLID STATE START p CIRCUIT G1.THESE DRAWINGS ARE DIAGRAMMATIC ONLY; G2. THIS IS A GENERALIZED LEGEND SHEET. G4. IN FORMATION vSHt�WIV.QiAAY R °i'WALL � INSTRUMENT � ER CULT BREAKER, MCP TIZ EXACT LOCATIONS OF ELECTRICAL THIS CONTRACT MAY NOT USE ALL INC' n .1, p 1-POLE p OPEN INSTANTANEOUS DELAYED EQUIPMENT SHALL BE DETERMINED IN 1Lk11E INFORMATION SHOWN, Y322, AI VY8j:$. INTRUSION DOOR SWITCH SMOQ DETECTOR FIELD BY THE ENGINEER. THE INSTALLATION p OF ALL EQUIPMENT SHOWN ON THESE G3 NOTIFY THE ENGINEER IMMEDIATELY IF d5. VERIFY ALL COLOR REQUIREMENTS �_ AFD 5 , p —p _ CIRCUIT BREAKER MCP LOSER LAY- DRAWINGS OR DESCRIBED IN THE CONFLICTS IN EQUIPMENT LOCATIONS BEFORE ORDERING MATERIALS. � � S WAIL SENSOR CONTACTOR N;AFD WITH BYPASS SIZE AS SS CONTACTOR 3-POLE DE ED INSTANTANEOUS SPECIFICATIONS SHALL CONFORM TO THE Q ELECTRIC MANHOLE/POWER 5 INDICATED p o o) REQUIREMENTS SET FORTH IN THE LATEST ARE DISCOVERED OR IF PROBLEMS ARISE EMH EHH SHH HANDHOLE/SIGNAL HANDHOLE 5 DUE TO FIELD CONDITIONS, LACK OF G6. REFER TO THE MECHANICAL DRAWINGS FOR FACP FIRE ALARM CONTROL PANEL o EDITIONS OF ALL APPLICABLE CODES AND INFORMATION OR ANY OTHER REASON. NO CERTAIN CONTROL DIAGRAMS AND EXACT _ GROUND CONNECTION ELEMENTARY DIAGRAMS o UTILITY COMPANY STANDARDS. CONTACT PAYMENT WILL BE MADE FOR CHANGES LOCATIONS OF MECHANICAL EQUIPMENT - a THE UTILITY COMPANY REPRESENTATIVES AND FOR CERTAIN CONNECTIONS TO BE a o WHICH HAVE NOT BEEN FAVORABLY Y SS STARTER WITH BUILT-IN INSTRUMENT E1 UNDERLINED WORDS SHOWN AT A PUSHBUTTON, AND VERIFY THEIR REQUIREMENTS. REVIEWED BY THE ENGINEER. MADE TO ELECTRICAL CIRCUITS. SS FULL SPEED CONTACTOR LIGHT, SELECTOR SWITCH, ETC. INDICATE THE - CR CR CONTACT LEGEND PLATE REQUIREMENT FOR THAT PARTICULAR I- NORMALLY OPEN/CLOSED DEVICE. ANY ADDITIONAL NAMEPLATES ARE O PLAN NOTES< INDICATED ON ELEVATIONS WITH THE REQUIRED NAMEPLATE INSCRIPTIONS. CONDUIT SIZE AND FILL SHALL BE AS P2. LOWERCASE LETTERS ADJACENT TO SWITCH TVSS TRANSIENT VOLTAGE � v BUS STAB CSI mm,00m CQ & INDICATED. WHERE NO SIZE IS SHOWN, OR LIGHT FIXTURE INDICATE A SWITCHED SURGE SUPPRESSOR PLUG CONNECTION FOR E2 "NORMAL" STATUS OF SWITCHES OR CONTACTS IS P1. THE CONDUIT SHALL BE SIZED IN CIRCUIT. FOR FOUR LAMP FLUORESCENT MOTORS THE SHELF POSITION. ACCORDANCE WITH THE EDITION OF THE FIXTURES WIRED IN PAIRS WITHIN EACH FIXTURE, OL NATIONAL ELECTRICAL CODE ADOPTED BY THE "a" SWITCH CONTROLS THE OUTER LAMPS THERMAL OVERLOAD E3 NUMBERS AND LETTERS IDENTIFY DEVICE. THE AUTHORITY HAVING CODE AND THE "b" SWITCH CONTROLS THE INNER Cwm bware you D10 ENFORCEMENT JURISDICTION. WHERE LAMPS; WIRE 3 LAMP FIXTURES SIMILARLY. Avoid outing underground VERIFY SCALES NO FILL IS INDICATED, THE FILL SHALL BE utility lines. it's costly. BAR IS ONE INCH ON 2#12. PROVIDE 3/1'6 INCH NYLON PULL P3. NUMBER OF CIRCLES DOES NOT REPRESENT THE BUZZER BELL MORN call ORIGINAL DRAWING ROPE IN EACH EMPTY CONDUIT. NUMBER OF CONDUITS IN THE ENCASEMENT. 0 * 1 i IF NOT ONE 41I ODJ m ©ra THIS SHEET,AA U*r 14 300 SCALES ACCORDINGLY w M nnedy Jenks Consultants co San Via , California, 92 1 7 ��3 San Diego, Gafifr �, 82127 � (858)-676-3620 T�l� iu 0887113 a REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE ba IBAM BY Ito L L TW APPROVALS CITY OF ENCIN'I7 ► DRAWINGG NO. THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCtNITAS PLANS PREPARED UNDER SUPERVISION OF -- SURVEY CONTROL POINT"1044' AS SHOWN ON RECORD OF city{,j7 REGOMM DE ' AFP 'E•:D WORK PROJECT NQ, CCEO4F co SURVEY 18418,A 3.5"BRASS DISC IN THE MIDDLE OF THE AS SHOWN „, ✓ do SOUTHERLY EDGE CONCRETE SLAB OF THE OUVENHAIN PUMP HORIZONTAL DATE :December�, ZO1 O STATION,LOCATED ON THE NORTH SIDE OF MANCHESTER O BY: - - BY: .' SEWER f p; _ _ Q PUMP STA . 0_ . NT PROJECT MATT A. TEBBETTS LEROY BDDAS PETER ccrTA IOBLS AVE.,85 FEET WESTERLY OF THE CENTER OF THE AS SHOWN .' R.C.E. NO. : C24067 � '�� Z NORTHBOUND ELEVATION 34.664 AVD8 HIGHWAY 5 FREEWAY OFF RAMP. VERTICAL ' R.C.E. NO. 2 312 R.C.E. NO. 52176 ELE�� +��"�� rr�E ,D ELEVATION=34.684 NAVD 88 Encinitas ENGINEER �� r_ EXP. 12/31/11 DATE: DATE: / SHEET 39OF 64 i PERMIT NUMBER 1I- CO RTE_ PM AS-BUILT PLANS FOR ROADWAY GEOMETRIC AND ABOVE GROUND FEATURES ST .. j NTATIVE DATE MAIN SWITCHBOARD ATS MCC-A 460/277V, , 600A — — — — — — 4801277V, 30,4W, 600A — — — — — — — — 1D? 6 5 4 3 ZA 1C 1BR 1AUZB IIAR SCADA I I I I' I I MW NOTE 2 8 3 ( (Typ 2 1 �� ) (TYP 13) J 400A 115A 115A ADA ) ) 50A 100A > 100A > 100A > 20A ) 4DA ) 30A > 60A UTILITY I I PQ41fER I I METER I 140A I MONfTOR � 1 1 I SDGE 60015 GF / NOE 5 RJOTE 6 NOTE 6 - NOTE 6 25 KV A PAD-MOUNTED Fff`IONEIR 25 KVA 480-2401120V XFM 1 3W 41 AFD AFD AFD z I LP GND BUS 71 30A 30A SPi fCEs TO UTILITY ISOLATION UPER FIGIMTB 4 BR SWITCH, NEAR MAIN ( ) 60A SWITCHBOARD 12.5 40 40 48 0.5 1 5 0:5 0.5 LP-"A1" (E) GENERATOR x O J O 2DO KW 5 w m Fr NOTE: 300A w zz — 1. CONNECT AIR CONDITIONER TO PANEL 'A' USING,3/4"C 10. GEN " �"' ' r w U ¢ 60A z 2. ALL CIRCUIT BREAKERS SHALL 8E LABELED TO CLEARLY INDICATE: � � Z � } � Q IL A C BREAKER AREAS SERVED 4i g w J r r LU 0 ., 3. THE MAIN EL OT "+ L $HUT-OF~F%ILL : I IRP t ffiMl EITHE Q * u X u — * L t;, I,,,1,,,�,,� STEP UP TH 61;ISINEW AND THE'BUSiNE � -�� ti l� �'rk �� us sn w w �' � � XFMR 4. BONDING R UI Xr-WNTS SHALL COMPLY WITH NEC 250.32. \ / BRIDGE CRANE 7 5. VFD SMALL BE WED FORA 25HP MOTOR LQAI�I#�it3. 15 KW 6. VFD SHALL BE St ZED FOR A 50 HP MOT,01CLMOING. I INVERTER 30, 4W INVERTER 60A DC BREAKER I I COMBINER AIR COAipITtQNER UNIT DNTQPI AFD MP FOR E lit I ) CORNER OF ROOM 3'.0" 3,� (TYP) MCC NAMEPLATE MULE DESCRIPTION EQUIP NO. A MOTOR CONTROL CENTER - A UTILITY METERING 1AL TRANSFORMER-A F1PCUfT B1 ZWR FUSED SECTION TAR INVERTER CIRCUIT BREAKER ® ® L�I 1At lAR SWITCH LE 2 PO 00 BRIDGE CRANE CIRCUIT BREAKER ME-101 ATS 2 PO 7R p SOLANA BEACH SIPHON STATIQN " ) CIRCU "BREAKER+ 1 ': TvSS 1C EXHAUST FAN EF401 1D MAIN CIRCUIT!!!! R 2A SUPPLY FAN TEST SF-101 1C MONITOR PAL 28 LIGHTING PANE= r_ " "... PLC r 0 2C TRANSFORMER-A 3 PUMP NO. 1 (AFD) P-101 1D ARRAY#1 ARRAY#2 ARRAY#3 4 PUMP NO.2 (AFD)` P-102 SOLAR PANELS 5 PUMP NO. 3 (AFD) P-1{73 4DPA MAIN 6 JOCKEY Pump (A ; ) P-104 I "I h SECTION SEE STRUCTURAL DETAIL FOR 3 CONSTR14CTtON OF CONCRETE PAD. S3 _ ,. - Catloi cut`ing u you F l VERIFY E� Avoid cutting underground utility lines.it's Costly. Call IS ONE INCH ON Call ORIGINAL DRAWING 3"THICK CONC PAD 0 1 1 < MOTOR CQ,`=, ,0L_ �IF NOT ONE INCH ON 9 THIS SHEET,ADJUST 0 1 2 E2 0 1 2 1,€100-227-2600 SCALES ACCORDINGLY " E2 4 3fA1'a13 3/4"=1'-0"' i Kennegj/Jenks Consultants 10920 Via Frontera, Swlfie 110 8f30l12 San Diego, California, 92.127 c (858)-676-3620 OIW7113 m DATE BENCH MARK 'E / I VALS REVISIONS APPROVED DATE REFERENCES J. L CMt] t�tP�iT' 1. DRAWING NO. - - THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS - ('t • , - --.. .,- -._-.: _.. _ ., ,, SURVEY CONTROL POINT"1044"AS SHOWN ON RECORD OF city PLt�laiS PREPARED UNDER SUP RVIS-M OF RECOMME:. �D APP- , =D WORD PROJECT ND. CCE04f � " SURVEY 18416 A 3.5"BRASS DISC IN THE MIDDLE OF THE H :N z' - "y; . : *af�'+"'=r. . SOUTHERLY EDGE CONCRET SLAB F THE LiV 4 E413R �' C DATE � 01� Y: �e/�� PROACT _. . 4. E O E D ENHA N RtAL _. B - Y: `< • SE MR P �; '._ "F STATION.LOCATED ON THE NORTH SIDE OF MANCHESTER O � <,, LEROY SODAS �R Ci;�i'A FEfX3LES MATT A. TERBETTS . G24087 SINGLE, LINE / � , . NORTHBOUND INTERSTATE HIGHWAY EETAE AS SHOWN . - R.C.E. NO. R.C.E. NO. 12 R.C.E.NO. 52176 ... I : y,e' NDR7HBOUND INTERSTATE HIGHWRY 5 FREEWAY OFF RAMP. VERTICAL "' tr ELEVATION=34.664 NAVD-88 Encinitas ENGINEER EXP. 12/31/11 DATE: 7� �� DATE: f 0 AND MC f*'A ELEVATIONS SHEET 40 0 CITY DRAWING NO. PERMIT NUMBER I I- MAIN SWITCHBOARD 7 (RLD) EMERGENCY CCL_ RTE_ PM RIP RAP SEE STRUCTURAL 3 GENERATOR SDGE AS-BUILT PLANS FOR ROADWAY DETAIL FOR - E-8 CONSTRUCTION OF S3 S TRANSFORMER GEOMETRIC AND ABOVE GROUND EE CONCRETE PAD. GENERATOR FEATURES 00 02 01 PHOTqy0LTAIC ISWITCH 0 STATE !LPRESENTATIVE DATE SEE BHT E6 FOR CONDUIT ROUTING � � \ \ � � \ � �� ♦ 0 7 05 (TYP 08 199 CHPfflQ4,STQRA'49AfWA \4 lmvcl;� $01 NAW LEFT CIE v AT&T SERVI PANEL ��\�'''�''� � � \ ', ' ,\ '` r NOTE 0 EMERGENCY STORAGE BASIN SURGE TANK 0 OVERFLOW FJ R. 1311VERSM STRUCTURE 07 08 150 EMERGENCY BYPASS CONNECTION ss VAULT SEE Obw DETAIL E9 ♦ IRW VALVE (TYP) (TYP) I> (E)480V FEEDER NOTES: COLLECTION COORDINATE WITH SDG&E FOR PHASING OF EQUIPMENT. EHH1 E 2. SPLICE (0)CONMMT FR $OLAND BEACH SIPHON STATION AND INTERCEPT WITH NEW CONDUIT. CONTRACTOR SMLL ftW%D VERfFY(f)ELECTRICAL CONDUIT CONNECTION. iiw Ok NOTE 2 %HI CB CB 3. CONTRACTOR TO VERIFY CONNECTION LOCATION WITH AT&T SERVICES. 4. (E)20GKW GENERATOR. SEE DRAWING D1, SHEET NOTE 6. CONTRACTOR TO RE-LOCATE. MH I % : S )FM MW EE35 MH H S 150 CB RW IRRIGATION (E)UTILITY ♦ M SYSTEM VAULT CONTROLLER Z PAVED ACCESS ROAD (SEE L-4) T RAF F\�\ MH CONTROi X MH (S[ ARV CAR bWoro 0 "I' D Avoicl cwtting undysor9prom!19 VERIFY SCALE--'$- N, -- __1 _.' UOW orw%.It's.r4 y. BAR IS ONE INCH ON Y 0 A w -I 0 0 Celli ORIGINAL ORAWNG 'v I O \ RW METER © RIM 5AN. 0 10 20 SEE C" If NOT ONE INCH ON c; DETAIL O $00 THIS SHEET, ADJUST 11� MkVALVE (TYP) SCAIESACCQR DINGLY R1W PRV\ ON fu'"ymenks Consultants 'lX 0 Via Fronter �a, Suite 110 EXII Wum on Diego, California, 92127 V, (858)-676�3620 WATIC k- �pgnn I 08a7113 ��TdRJWW WE'46W FUGHT 0 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE BY ' nR 1111w APPROVALS 1w CITY QF FNctNIT P_ THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS DRAWING NO. SURVEY CONTROL POINT"1044'AS SHOWN ON RECORD OF city PLANS PREPARED UNDER SUPERVMON OF RECO�M=ME ._ APP ED WORK PROJECT NO. CCE04F•SURVEY I8416.A 3.5"BRASS:DISC N THE MIDDLE OF THE SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP HORIZONTAL AS SHOWN 8, 201'0 BY. '0 STATION.LOCATED ON THE NORTH SIDE OF MANCHESTER of DATE :D�� BY: WWf.R PUMP STA71014 IMPROMMINIT PROJECT AVE 65 FEET WESTERLY OF THE CENTER OF THE LEROY BODAS PETER COTA ROBLES NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. VERTICAL AS SHOWN MATT A. TEBBETTS R.C.E. NO. ; C24087 R.C.E. NO. 2ZB12 R.C.E. NO. 52176 E3 z ELEVATION=34.664 NAVD 88 Encinitas ENGINEER 12/31/11 DATE: ELECTRICAL SITE PLAN EXP. DATE: 121_IAII!�dp SHEET Al OF R ING N 644 1 Ur DAWO.461 1 — _ M E PERMIT NUMBER 1 I- SWITCHBOARD �. _� �! _._—��___-- CO RTE_ PM CONTINUED `' �I ON E3 Q5 105 105 06 (E)GEN CP (WET WELL (BELOW) IS A HAZARDOUS LOCATION AS-BUILT PLANS FOR ROADWAY s (SEE E3) CLASS 1, DIVISION 1, GROUPS C& D) GEOMETRIC AND ABOVE GROUND I FEATURES E8 �� , j 4 - --- ----- - ----- FtO1�H - -_.- -- - - - - -- -- - - _ �- i , I _ euRE f ✓ STATE REENTATIVE DATE A-21 X� I _-' / _ S 1fl1 C. Gt E C - \ (ABOVE OR) f PUMPS LIT TRIC � a _ - - - - ; � _ - - - - P2�1, 1F1k 4 v / ' - `,\ ATE EXPOSED CONDUIT(B)BELOW PUMP P 1Fr - KP 1,00 - ROOM CEILING. 24 T-1 ... ._- .-� - _ w � T-11a,10 THIS PUMP RM MAY FEE PROM TO FLOODING CONDITION. PROVIDE WAT7'kGHT FLEXIBLE A4,8,1'0 ff/ r'i r' ' CONDUIT'S, FITTINGS AND JUNCTION BOXES AS REQUIRED. FUSED SWITCHES FOR 1 I ) � SOLAR PANELS SECURE MFR CABLE ONTfi?'PIFkE BY PLASTIC WIRE I .A TIE @ EVERY 34 . X�' y AT6 109 109 109 vv f PROVIDE METAL FRAMING BLOCK TO SECURE VERTICAL - ° lNIST ,IT FOR . VAUL) + MCC-A US BOND TO COLD WATER PIPE. 11 A47(#10) PROVIDE TERMINALS WITH J-8034 TO ENABLE 1 l / f � / CONNECTIONS OF PUMP W IN .0, A-14 (#447) I-el f / MOUNT EQUIP ; ! HER DETAIL ? A 16 (#1Q) - PLG - - - _ AC UNIT ON TOP OF 4) N i _ — . AIR CONDITIONJIM SOLAR < - - - - INVERTER ff RAN EL . '� . i .. . ,,..,.. . ..w�.. Is F ......� . ,..,R,. . ,A..,. . ,...... . .�, TOi FIIIUED ON E3 MCC PLC FLOOR PLAN AT t it 109 1Q9 t r0 AR PANELS ON ROOF 0 3 6 mmaio _ T _ 1 l> _ �, FUSED SW FOR SOLAR PANELS WET WELL IS A HAZARDOUS LOCATION 1 ' CLASS 1, DIVISION 1, GROUPS C & D ,. o METAL POST NISTRUT P2073A sq METAL FRAMING CROSS ARM 15 E � - TO BRIDGE C ' NE - - - - ° UMSTR 3/4"G4#12, 1#1 a _�____� - __ .a- p UT P1000 �j�` es_ SUMP PUMP CP v; � � - MTD ON STAIR IANflINO 3/4`C-4#1 1#12P, I Q 4 J - — - 1 ( ) w- '- -- f+-s Ii- - - - - - - " �2, t# 2G d 9I1fi ° s BRIDGE ORAIa1E a 4 -- q _ BRIDGE CRANE DISC SW p ° - �- ______`, _ - �- p ° BRIDGE CRANE a SUMP PUMP CP MTD ON STAIR LANDING } - - { }` - i ( DISC SW MTD ON p a MTD ON STAIR LANDING STAIR LANDING 102 103 1.04 S1JAfP PUMPS I x � a TO BRIDGE CRANE d 4 T 4 d ` 0 ` CONf3U{TS (T�P) } ° 6 NEMA 4X ° 4 JB TYP) .E&CAMP -1— L 4 f CEILING ACCESS a RM HATCH j (NOTE 2) LIGHT FIXTURE (TYP) u I i � 4 � }fi 102 103 —I MFR PUMP CABLE Z M M m { (TY P 4) p ° � METAL FRAMING; M �:y(� I Q — -, _ �. .. _ _�i - f _ — UNIS`IRUT P1 1A - a_ VERIFY S ALE Avoid cutting undetgfountl - utility fines.It's cosily. BAR IS ONE INCH ON j ° L L ' J J- 4 — J v =a v— — — O 0 ' Call ORIGINAL DRAWING } o E4 METAL POST BASE, O p NEMA 4X JB n °v v 7 ° p v ° UNISTRUT P2073A r a I TO SUMP PUMPS �- --- - 0 - — - --- --- -- - .�_ - -- -- ---- _�_�— — __ _ - — �° --- - #1 PuI # Pty P '' MCC ABOVE I -_ --- - - - ----- - - - -- IF NOT ONE INCH ON I ° ° ° . a ° oR THIS SHEET, ADJUST 6"CLEARANCE ° d 1—i300-27-2600 SCALES ACCORDINGLY BETWEEN WALL AND ,° - CONDUIT STUB�IlP E6 .T_ _° m ° ' as Kelp!"nks Consultants B D N 109X3 via Frontera, Suite IT5 FLOOR PLAN AT Mt. - 4, San Diego, California, 92:127 d 3' 0 3 6 E4 ` ' ($58)-676-36120 0807143 ; low g 9 _ _ loss r REVISIONS APPROVED DATE RE D�S DAT E I , ML 'TIW {pelt ; , QRAWIN NO. „ THE BENCHMARK FOR THIS SURVEY IS THE CITY OF€`NOIN US .... c(M {. - -PLANS PREPARED UNDER SS PE'{�V SION OF RE�✓0�� AP ��^. WORK,PROJECT NO. OCE F ' , SURVEY CONTROL POINT'1044-AS SHOWN ON-RE�ORD OF l�I l.y � i SURVEY 18416.A 3.5' BRASS DISC IN THE MIDDLE OF THE AS SHOWN ' * SEWER p SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP HORIZONTAL `ry DATE :Dewmber 9, 2010 BY: BY: SEWE i°C PUMP S 11 ATI'G�N IMPROVEMENT PROJECT ! j STATION,LOCATED ON THE NORTH SIDE OF MANCHESTER O MATT A. TEBBETTS LEROY SODAS PETER COTA ROBLES - E4 z AVE.,65 FEET WESTERLY OF THE CENTER OF THE R.C.E. NO. : C24087 R.G.E. N0. 2 12 R.C.E. NO. 176 PUMP STATION NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. VERTICAL AS SHOWN ° ELEVATION=34.664NAVD88 Encinitas ENGINEER EXP. 12/31111 DATE: Wii .P DATE: POWER PLANS SHEET 420E 64 CITY DR IN CS-610 MAIN PERMIT NUMBER 11- - - --- ---- ----- - --- - ---------- f SWITCHBOARD CO RTE PM_ All, AS-BUILT PLANS FOR ROADWAY HAZARDOUS LOCATION GEOMETRIC AND ABOVE GROUND TO (E) GEN CP co CLASS 1, DIVISION 1, GROUPS C& D WET Wrl" (WQW-) IS,A HAZARDOUS LOCATION FEATURES CYCLE CP C4EANM 1. GROUPS C& D COLLECT L_ J ------ FLOW MANHOLE STATE !LPRESENTATIVE DATE z FE 1m ------- I FF XA F 100 L 2 I I ,00�/. 1 6.211 tt x SEE CONDUIT t DiAGIkAKSELOW 4 It -T --I- — — - - - _. —.- - — — -- 00010 PUMPS •(TYP 2) METER + rf N 1"CMFR CA JLT It IT-1 TV L T_ SOLAR IN`VSRTRR PANEL ACCO& ' ! i \ I HATCH�TQ�j; it A ' (TYP) 3/4"C-2#14/4#C 14 P) CONNECTION 156 157 VAULT fit CAT 5 f ZS-2 Fev-1to MOCA t -------------t ------------- ------------------------ ------ - ------ (F)ANTeNNA I I SEE S-7 AND j D&JAIL *ON E - - - - - - - - - - - - -- - - - - - - - - - - - -- - - - - - - - - + TO SM-1, SEE E-3 NOTES: O ROUTE EXPOSED CONDUITS BELOW PUMP ROOM CEILING. L IS A trAZARDdU ROUTE EXPOSED CONDUIT ON WALL ABOVE STAIR LANDING AT WET WEL S LO,C XTIOP CLASS41, DIVISION 1, ISII&-9 PUMP ROOM AND UP TO PLC. PLOWMETER TRANSMITTER SHALL BE INSTALLED AND CALIBRATED LSH-203 BY THE MANUFACTURERS AUTHORIZED INSTALLER, SUMP PUMP CP I rp�� NWIC 14 QD � 1 '�,X:, j MTD ON STAIR LANDING WET WELL 311,411"C"18M#14 P-2(Y1 IG P-202 LJ LJ 1"C-MFR CABLE LE-2,00 PLC I It 3/4*C-1 T 6 P L i - n o LIT-200 SUMP PUMPS 3/4"C-2 R P-201 UM 3/4"C 2 TSP P-202 *4 T TO PLC im Ptvww I I ,I t 10 SCALE ------ 0 f 11 T% VER ,IFY r BAR IS ONE INCH 014 Call ORIGINAL DRAWING 0 If NOT ONE IN0+OIN MCC ABOVE OR THIS SHEET, ADJUST I-WO-227-2WO SCALE$ACCORDINGLY 0i _0 Ken ne q. ,/Jenks Consultants E* 9/wm 10920 Via Frorders, suite 110 FLOOR "' m 44.00 San Diego, 0aliftmia, 9.2127 0 3 6 TR (?687113 n 1/4'1 .0 WIN% REFERENCES DATE 111W C I Ty ckv� REVISIONS �FENMARK_' L JUWL I THIS SURVEY IS THE CITY OF:.RNORTAIII; QB8Mg N THE BFNCHkWK FOR, I't ME //////0 SURVEY 0014TROL PONT"1044"AS SHOWN ON RECORD OF City PLANS PREPAPMOk UNDER SUPERVISION OF 1' 073m WORKPIROaCTNID. OCE04F SURVEY IfI446,A 3,V'BRAS$DISC IN THE MIDDLE OF THE SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAINPUMP HORIZONTAL AS SHOWN DATE -Own 10 BY: W-it PUMP STATION 1110"01AMNT PROJECT 3W_Op RY STATION,LOCATED ON THE NORTH SIDE OF MANCHESTER 0 f SE AVE.,65 FEET WESTERLY OF THE CENTER OF THE MATT A. TESBETTS LEROYSODAS PETER OOTA ROBLES E0 NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP, VERTICAL AS SHOWN R.C,E. NO. : 22,11"(187 R.C.E. NO. 22Al2 R.C.E. NO. 52176 ELEVATION-34,664 NAVID 88 Encini ENGINEER DATE: DATE: Za4w�l PUMP STATION tas EXP. SIGNAL PLANS SHEET 43 OF D I N 6441) RAWNG O. C - ■ MAIN PERMIT NUMBER I I- SWITCHBOARD _ CO RTE_PM AS-BUILT PLANS FOR ROADWAY \:J 314"C-2#12, 1#12G (CKT A-7) TRI„ AND ABOVE GROUND FEATURES EATURES j ' Wp 1 1 � J _ STATE REPRESENTATIVE DATE DN TO PUMPA - - AIR CONDITIONER UNIT C J EaF42 I r-------------n 3 M 1b I I � _ I .• � i p I __ - _- ` _ - - -- — S m1 T �,✓ � r = - -� t �� ° I gy ;, — MCC A '-0" +10 _ -- _ I \ -n D a. n m f f it I I 7 1(1' AFF \\ ti\ _ =! EEM f I 15S{ I I t -13,5 '+-,ff? it r - - - D I TAAItC I 2t + „fir � °— - — STAN LANOM d , (TYPn I I I _ 1a +WAFF Wp A-2 � +51 O,r ABOVE 1 l r ( STAIR LANDING u 1 g,. IL-------------------' ` \ RCPT 30" p ,. ( m `= f ABOVE 1 . . __ STAIR : Iz - - - 4 . n a s — I D Im �`r a > -- - - - - - - - - E 3 _ p CONDUIT il \_. - - - - - . _ - - - - - - - - - TO J8 - U (TYP 4) FLOOR , +24.1 • lllj L 4 . 1 D °j +1 © 4 0"AFF ' 0" +90-0 AfF __ P Rht 1/4°=1 O 1 I m m r u ° p I a � A p D II TAL FRAMING; m a 3 ° p UNISTRUT P1001A EL. -11.35' MET POST E I r 7 i j I UNlar PRUT P20 n +7-0 n ABODE p ,, " fj WET WELL �° (TYP2) pUMP#1j � q EL. 1.4.[16 1 — a a ° m _ — _14 D D I b ,e a Up TO GND FLOOR __ - J 3b > 3b 5 ( 3b - +3Q"A$OV a . D i STAIR 4.ANOIf n n SECTION T 0 3 6 CI p I ° NOTES. lit- i ° p 1 r O ROUTE EXPOSED GONDWT($)BELOW PUIVIP ROOM CEILING. THIS PUMP FBI MAY BE PRONE TO FLOODING CONDITIONS, PROVIDE WATERTIGHT E( C401OUITS, FITTINGS AND JUNCTION S4'1IfcE^AS - � G 1 1 E9Up RM 77 V f - - Ji t 11"'00ore you I �p ' v° _ q p a o Avoid cutting:underground utility linen.It's costly. BAR IS ONE INCH ON GPI ORIGINAL AW"M IF NOT ONE INCH ON rl THIS SHEET,ADJUST 14 Soo SCALE$ACCORDINGLY COt1•SUf f1S I FLOOR � -14400 1 OW Vsa - , , Suite 110 °" Son Di o, CaMornia, 82127 0 3 (B � 20 GN711 S 114" 1`6" f1F �pa REVISIONS APPROVED DATE REfIMENCES DATE BENCH+M A cMD L uv TIW APPROVALS CITY QF F=NC1t_!1TA_0 DRAWING Q. m THE BENCHMARK FOR THIS SURVEY tS THE CITY OF SING"INITAS .. ,. PROJECT v - - - PLANS PREPARED UNDER SUPERVISION OF RE 9� A I 1 WORK I?ROJ CT NCI. �04F 3URVEY CONTROL POINT*4044•"AS, .. 091 C�?�FfD"QE..:. _ .%, INTH • .; - - UR SS OtlaG #MIDDLE OF THE: - -- .. ,, .. , A�Slr171fG1 D�¢e�tib®F 9 2Q10 r r 1 S? t SOUTHERLY EDGE CONCRETE$L6.8 OF THE OLIV€NHAIN PLJMP HORIZONTAL f DATE . ... BY. � BY. - �`��M�iir,� II`�`�'�T �� • I -.: J fT E 6 STATION,LOCATED ON THE NORTH SIDE OF MANCHESTER of LEROY BQDAS PETER COTA ROBLES - -- - - Z AVE.,66 FEET WESTERLY OF THE CENTER OF THE MATT Am TBBBETTB R.C.E. NO : C24087 PUMP p �+ 'NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. VERTICAL AS SHOWN - R.C.E. NO. 22312 R.C.E. NO. 52176 F"UMP STATION ELEVATION=34.664 NAVD 88 Encinitas ENGINEER EXP. 12/31/11 DATE: M. W9 DATE: LIGHTING PLANS USHEET 44 OF 64 PERMIT NUMBER i l- CO RTE_ PM �� FIXTURECHC?UL-E AS-BUILT PLANS FOR ROADWAY FIXTURE LAMP TOTAL 10 MOUNTING TYPE No. TYPE/WATTAGE WATTS VOLTS ARRANGEMENT DESCRIPTION CATALOG NUMBER GEOMETRIC AND ABOVE GROUND FEATURES 1 QUARTZ 150 120 POST TOP DIE CAST ALUM7NLIM HOUSING, BRONZE POWDER COAT HUBBELL LIGHTING CO. 150 WATTS ON 2 3/8" FINISH, LENS GUARD INCLUDED. HIGH TEMPERATURE Q-1508 (FIXTURE) O 2250 LUMENS OD TENON GASKETING, TEMPERED GLASS LENS, 1/2" CAST SWIVEL TPR (BRACKET) STATE REPRESENTATIVE DATE T3 KNUCKLE MOUNTING. 5-302 (SLIPFITTER) MOUNTED ON 10'-0"SQUARE STRAIGHT ALUMINUM POLE SAP-4121-PQ-M51 (POLE/FINISH) WITH 3"X4"MIANDHOLE AND FACTORY INSTALLED RECESSED -M1;8 (WEATHERPROOF RECEPTCACLE) DUPLEX RECEPTACLE (15AMP/125V)WEATHERPROOF -M22 (EXTRA HANI3HOLE FOR SWITCH) GASKETED COVER CAP AND SECOND HANDHOLE FOR LIGHT SWITCH WITH WEATHERPROOF COVER. POLE SHALL SE OR APPROVED EQUAL BRONZE POWDER COATED FINSH. PROVIDE FULL BASE BOLT DOVER. 75 1 LL 1 I'ILOGITIi1. 20 WALL 1440"AIRIM W @1`LOCATION MOTION 00IMMMAND -, ACMIStWTING 7E WATTS PHOTO CELL SPOTLIGHT, BLACK FINISH, GLASS LENS. MODEL#20340 j N } STANDING SEAM LIDING BELOW 1100 LUMENS MOUNTED ON JUNCTION BOX. \ -- -- — ---- � METAL ROOF G S BASE OR APPROVED EQUAL 2 FLUOR 62 1 0 SURFACE 6"x48"WRAPAROUND WITH H44MPACT ACRYLIC LENS PRUDENTIAL LIGHTING °_. M _' Eli- 2950 LUMENS PATTERN 12, DIE-FORMED STEEL HOUSING IN BAKED WHITE P-1220-278»04-HPRA-YGW-120-SUR 1 f r (� T8 32W ENAMEL FINISH, SPRING LOADED BARREL LATCHES, 1 1 I TRELLIS 41:00K ELEECTRONIC BALLAST, UL LISTED FOR DAMP LOCAI4N. f'?R E�"t#IiRcL ARRAY#2 I 2 FLUOR 62 120 SURFACE OR 1X4 WRAPAROUND 0714 WIMPACT ACRYLIC LE PATTERN PRUDENTIAL LIGHTING - - - _ ___ - - - --- -__ _ _.__+- _..y 2950 LUMENS PENDENT 72, DIE-FORMED STEEL HOUSING IN BAKED WHITE ENAMEL P-1600-2-2T8-04-HPRA-YOaW-SC-120-RSE-GL { (}" T8 32W FINISH, SPRING LOADED BARREL LATCHES, 1 ELECTRONIC SOLAR PANEL(TYP) ! ; MOUNT ON ROOF 4100K BALLAST,UL LISTED F OR:DAMP 10CATION. QS,. UNDER SOLAR PANEL TRI=L LIS ER ( 2) 3 FLUOR 94 120 SURFACE OR ® ' F -- _- - + 2950 LUMENS PENDENT DIE-FORMED STEEL HOUSING IN BAKED WHITE ENAMEL P-1600-4-8T8-04 HP�YGW-SC-120-RSE-GL i _ i 108 ©3 T8 32W FINISH, SPRING LOADED BARREL LATCHES, 2 ELECTRONIC (� RRAY#3 DAWN TO 4100K BALLAST FOR B#-LEVEL SWITCHING, UL LISTED FOR WET OR APPROVED EQUAL i (' j FUSED SWITCHES LOCATION. I J 2 FLUOR 62 120 WALL 1X4 INDUSTRIAL FIXTURE, ENCLOSED AND GASKETED STRIP HUBBELL LIGHTING �l 2950 LUMENS _ INSIDE A FIBERGLASS HOUSING, CLEAR PEBBLED ACRYLIC FNPV-232-1-AC-B-1-S$-EBlJ13 - �i- �- -_7-- LENS SECURED BY LATCHES, STANDARD 1 ELECTRONIC C j T8 32W 4100K BALLAST, UL LISTED FOR WET LOCATION. PROVIDE END OR APPROVED EQUAL j BRACKET SURFACE MOUNTING KIT. ARRAY#1 CONC1T AND WIRE SCHEDULE ! NUMBER FROM TO CONDUIT SIZE POWER GROUND CONTROL � REMARKS 01 {E)SDG&E CONDUIT TERMINATION (N)SDG&E PAD-MOUNTED X�dR 4' �* *# WIREFILL BY SDG&E 02 N SDG&E PAD MOUNTED XFMR UTILITYIMETER MAIN SWITCHBOARD 2 4' * \ - - m O O ** WIREFiLL BY SDG&E �_._ --- - _ 03 MAINSWITCHBOARD GROUND ROD BOX 1 1/2" 1#Q0 04 MANSWITCHBOARD UFER 1#1/0 { ANTENNA 06 MAINSWITCHBOARD ATS 4" 4#500 KCf� 1#1 E9 MAST 06 ATS STANDBY GENERATOR(200 KW) 4" 400 K£S#L 1#1 4#44 ' 07 MCC-A EHH1/EHH2/SIPHON STATION 3" 3#3 142 QS MCC A,LPyA EHH7HRRIQATKJMI C0 _• W. 2#12 1#12 CKT A-20 09 MCC-A GRCYt�lD?ROD�iX 1 . _ 11m _ _ ROOF FILAN 100 MCC-A BRIDGE CRANE CONTROL PANEL 3/4' 3#12 1#12 0 3 6 101 MCC-A PUMP NO. 1,P-101 JB 2' 3#2 1#8 4#14 102 MCC-A PUMP NO. 2, P-102 JB 2' 3#2 1#8 4#44 1/4"=V-0" 103 MCC-A PUMP NO. 3, P-143 JS 2' 302 1#8 4#14 104 MCC-A PUMP NO.4, P-144 JS 2" 3#8 1#14 4#14 105 MCC-A UTILITY fSOLAT I SEtT *USO AR 1" 4#8 1#10 PHOTOVOLTAIC C-QUWWAW PANNE SOARD "A" $,GHE-DUL.E 106 NOT USED 107 MCC-A SUMP PINrIP COOL MAIIMYEI. 3N" . 3#13 1#12 12WM VOLTS, 1 PHASE,3 WIRE 225 AMP BUS 125 AMP MAIN MOUNTING: MCC 108 NOT USED CKT VOLT-AMPS AMPS/ - DESCRIPTION CKT DESCRIPTION VOLT-AMPS AMPS/ 149 SOLAR VTpJTYIS%A5TIQN-SWITCH 3W Na, A B PO me, - _ A B POLO~ 110 MCC-A SUPPLY FAN 39' 3#12 V71#42 1 LTG�FiLEC A M/TOUT/EF 2 400 20/1 2 RCPT-TOILET/ELEC/ 1480 20/1 3 LTG•PUMPROOM: 538 20/7 4 RCPT-PUMP ROOM 111 MCC A EXhIAaJBT FAN 3/4" 3#12 380 2011 5 LTG-EMRIOR WALL 750 20/1 6 FIT-100 250 20/1 150 TELEPHONE SOURCE/UTILITY BOX PLC 2-r diiM 7 03*0LE WITH RCPT 330 24/1 8 F!T410 TELEPHONE GABLE 250 12,011 9 SUMP PUMP P-111 1130 20/1 10 LIT-701 250 20/1 151 PLC GENERATOR CP I BdTRI IOM SWITCH W. 8#14 X$-113 .- 152 PLC ATS 39' 6#14 11 SUMP PUMP P-112 1130 20/1 12 FCV-110 250 20/1 0 153 PLC MCC 21/2' 28#14 PLUS 18 SPARES 13 CHEMICAL FEED PUMP P-201 500 20/1 14 AFD NO.3 AIR CONDITIONER 2200 3011 CONDITIONER 2200 30/1 18 LIT-200 150 20/1 154 PLC MCC 21/20 15 CHEMICAL FEED PUMP P-202 500 2011 16 AFD NO.4 AIR CONDITIONER 2200 30/1 8 TSP PLUS 2 SPARES r 155 PLC SUMP PUMP CONTROL PANEL 1" 10#14 PLUS 2 SPARES 17 AFD NO.1 AIR 156 PLC JB(L$L-102,LW*2) 3/4' 4#14 19 AFD NO.2 AIR CONDITIONER 2200 30/1 20 IRRIGATION CONTROLLER 180 20/1 X 157 PLC JB( PIT-100, LIT-W, FI1`-1$1 2' _ 3 T-Sp 21 CLEANING f �RIX PAKEL 500 20/1 22 ELECTRIC WATER HEATER 438 f� 23 GENERATOR CONTROL PANEL 500 2011 24 ELECTRIC WATER HEATER 20/2 ua 188 PLC LSH•104 314" 2#14 438 158 PLC FCV 110 3/4" 4#14 25 PLC 150 20/1 26 SPARE 20/1 160 PLC FCV-110 3/4' 2 TSP 27 SPARE 20/1 28 20/1 161 PLC JS(CHEMfM- FEED PUMP W. 1 AND NO.2) 1" Mill 29 SPARE - 20/1 1 30 20/1 162 PLC JB(CHEMICAL FEED PUMP NO. I AND NO.2) 2- 5 TSP SUSTOTALS 5630 5218 4368 3678 PHASE TOTALS c� �,* 1� D� 163 PLC JB(ZSC-211,ZSC-212) 314' 4#14 9898 8866 VERIFY SCALES TOTAL VOLT-AMPS Avoid cutting underground 164 PLC CLEAMHNG CYCLE CONTROL PANEL 1' utility Imes.it's costly. 3 TSP 18,694 BAR IS ONE NCH ON � 165 PLC CLEANS CYCLE CONTROL PANEL 3/4' 2#94 =GFI CIRCUIT BREAKER Call ORIGINAL DRAWING ® 166 PLC POWER MONITOR 1' CATSE 0 0 167 PLC FSH-200 8/4" 2914, IF NOT ONE NCH ON 168 PLC SMOKE DETECTOR 314• OR THIS SHEET, ADJUST 4#14 1-800-227-2600 L SCALES ACCORDINGLY Kenn �r k Consultants IMO Via Ftoniters, StAfte 110 Ssro Die a 001farnia, 921.27 EXp 9f20112 Im ( )-B76-3!620 Ic 08$7113 1 OY a REVISIONS APPROVED DATE REFERENCES DATE BENCH MAW 3-C-AL E ' . BY APPROVALS - I IT OF EN� tNITA" s' THE n BEN�'%MW FOR TENS YUMMY 6 THE MY OF RISO k7AS - - - . L 'TOW _ - ... t""` _ .. :. DRAW�N�7 I Y(�. city PLANS PREPARED UNDER SUPERVIS40N OF REOOMME D AP D WORK PROJECT NO. CCE04F Si RVEY Ct)NTI A POINT•S C IN THE tJN1A OF TH OF E SURVEY 1&i1d.A 3.5'BRf1SS B�BJ THE aABR4E OF THE A� N 73QUT7E�Y 1 €,DHO .aF T+ DATE :L)esleFlbBr 9,.X10 - . r p ® �/�© _ . , E B'Y. BY. 1CTtA ,tc7c+4�vN.rt�€rta8 - strBR lie � � T O+nvli. 4 i4: v o€ A� .,: LirRO1F 0OMJA$ PE`# R A' M ETYiRt n�tr"ENTERQF1i# A. �' 7 I* Q�P M�O8LE3 ..; . . . . 1•�t z NORTHB�t/NUM/TERSTATf tYGFNtlAV 5-ER�AfAY ESFF�v1P. VERTICAL AS SFK)Wf1F R.C.E. NO. . 02408 R.C.E. NO.223 2 R.C.E. N0. 52176 ["' ` "T ''�"�� _ ELEVATION=34.004 N AVD Be Encinitas ENGINEER EXP. 12/31/11 DATE: ��4� DATE: fz/��ir> _ _ ROOF PLAN AND SCHEDULES I SHEET 45OF 64 CITYLIKAWING NO. G,9-610 PERMIT NUMBER 11- 48OV, 3PH, 60HZ CO RTE_ PM AS-BUILT PLANS FOR ROADWAY L1 L2 L MCP VALVE OPERATOR _ _ GEOMETRIC AND ABOVE GROUND �� MS OL T1 — — — M8C — T1 FEATURES I L MS OL T2 �� MS OL T3 M I 12GV MsO M STATE !EMR ENTATIVE DATE N 2 1FU . -. FU - 31�U 1 �. . H1 H3 H2 H4 I 1 X3 LSO-3 FULL OPEN OPT 'ifU 4130-120V 2 � ?E1 X2 LSC-3 -( FULL CLOD 3 1 X2 - O ORE DIA Q STOP H A �N LSO-1 WSO M6e-1 q MSO 5 FULL VOLTAGE NON-REVERSING ( 480V, SEE DIAGRAM 1 4, tSC-1 OL I 1 _ 3 MS ADJUSTABLE FREQUENCY DRIVE EQUIPMENT ( I f CLOSE G OFF-,L L8134 WSC MS01 MCP 6 MSC 7 ,•f \ MS I R RUN I 1 FU MSC LSO-2 1 480V,3PH � 7 60H 2FU ON OFF ,'-° _ OPEN MODULATING CARD OL H1 HS H2 H4 8 START CLOSE p Q 466V . :, .. 120V' I g MS INVERTER X1 K2 + 0 0 — IN 040 SEC. 1 SET Q 5 SECS. 4 2 POMR TR ON CONTROL SIGNALS - - - - - - - - - - CONTROL ON 3 IN tRWER LEI 01 10 11 1 H 0 A I READY 4-2 A 4-2OmA RUN 1TR 1CR AFDCONT#4OLS % OPEN SPEED 4 I . I SIGNAL PLC PLC I I E OFF — I MODULATING VALVE ACTUATOR, FCV-110 DESCRIPTION I€"NO. 5 M I 1 INV. FAULT 4 I - EXHAUST FAN EF-1111 OR SUPPLY FAN $F-1t1 SEE IN MOTOR _. �A NOTE 1 INV.CAB.DT T8H � �..•� 6 I )A MOTOR GT - _I,_ OT RESET 7 I MSH I 0 0 DRIVE PROVIDED WITH PUMP 1 , RUN — H-O-A CONTACT TQ CLOSi M IN AUTO RUN HAND WHEN AFO IS IN CONTACT WHICH CLOSES "AUTO"AND READY AFD 6 UPON FAULT CONDITION RUN I 420 mA Jill j sTAkT 0t3t4TiG1 CHEMICAL C014TROL PANEL _ _ DiAQRAM DESCRIPTION EQUIP NO. CHEMICAL FEED'IR NO. 1 P-201 - - - - - CHEMCA1 t NO. P•202 ON OFF - CIPEANING CYCLE SPEED F_ - 7 I I 'I S 1 C f CONTROL PANEL FAIL READY RUN L 4,2AmA SP££D 1p1 101 FOR PUMP#1 ONLY - - - START SIGNAL fS - PLC - - - POTENTIOMETER IL- [2.. Avoid w► s VERIFY SCAL Avoitl cutting and®rued utility lines.INsoo�tiy. NOTE: BAR I ONE ON Call ORIGINAL DRAWING ( � N JIPNO, 1. MINI-CM RELAY PR4VIOJED BY PUMP MFR. PUMP-NOS. 1 P•1D1 Ik TALL "IN APD. 0 1 i;iP NO.2 P,102 IF NOT ONE4NOKAN PUMP NO. 3 P' ciR THIS SHEET,ADA' 1P IG£Y PUMP 3-22T-2600 SCALES ACCOR04N Y @ilC1EC t �taCltS £xt1 9112 1'082 Via Fronwia, Suite "0 $art Qialo, Cakili?ctrftia, 92127 }-C78'3klt� ftr vG REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK _ SCALD APPROVALS CITY � �� DRAV�IING T1 C K . $ THE BENCHMARK FOR TH48 SURVEY IS THE CITY OF ENCINITAS PLANS PREPARED UNDER SUPERVISION OF RIGOR •D A ' � ED WORK PROJECT NO). GGE04F � . SURVEY CONTROL POINT"1044"AS SHOWN ON RECORD OF c. ,s- se.. City '" SURVEY 15478.A 3.5"BRASS DISC IN THEMIDDLE OF THE A.�b uI'kQVVhi. ''- ',' : '� •De# sf 9 2010 .:• S .IEW ... p PUMP . , r - .. PROJECT SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP HORIZONTAL .r {� DATE - , BY. BY. SE YY`�F� �` � F� �� STATION LOCATED ON THE NORTH SIDE OF MANCHESTER 01 LEROY BODAS PETER COTA ROBLES k A p�,p k E 8 MATT A. TEBBEl'TS C24flS7 R.C.E. NO. 12 R.C.E. NO. 62176 ELEMENTARY DIAGRAMS M NOR 65 FEET WESTERLY OF THE CENTER OF THE `+' R.C.E. NO. NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. - VERTICAL ;" p Encinitas ENGINEER EXP. ELEVATION=34.664 NAUD 55 12131/11 DATE: DATE: !_ Q SHEET 46 OF 64 - _ _ I A IN NO. (;6-910 .. PERMIT NUMBER 1 I- CE RTE_ PM AS-BUILT PLANS FOR ROADWAY GEOMETRIC AND ABOVE GROUND FEATURES CAST IRON TRAFFIC COVER STATE REPREENTATIV DATE EMBOSS€D"GROUND ROD" CAST IRON GRADE WEATHERHEAp ' PLASTIC CIRCUIT TAG (F)ANTENNA CABLE RACK AS REQUIRED PERMANENTLY MARKED . FINISHED GRADE I WITH CIRCUIT NAME f �� TRAFFIC COYER AS♦��QU#R€D ADJUST TO fkNl GRADE FINISHED GRADE {. SOOPE: THIS STANDARD SHOWS REWREMENTS FOR INSTALLING A 3425 THREE-PHASE PAD FOR :. �L BOX DEAD FRONT TRANSFCxiMER APPUGAfI - r y.,. 1( ;r...,. p.OR 3750 KVA HMR ,.., PLASTIC CABLE I .•. , , . *I In..4 PRECAST G °° " . - '• 1 1/2" GRS CONDUIT SOLAR DEAD FRONT 800STER TRANSFORME `',.,, 1v'i; n w• �� e< y t:%1.zrv.L}y,a,}n•pUYi:ii5'v:i:ikii+riiki'i}tiui.,, TIE EVERY 6 TYP EXTENSION RING ° °e. V MIN.DIA. PANELS o e - is ' — -� ( ) GROUND CONNECTOR STANDING SEAM �" PAD 2 roN�� CLAhWP s1 AS REQUIRED BURNDY TYPE GAR, I UFRNC ANGMIR GD OR GK METAL ROOF � Fy+ w' cHTt 19oog MAX. -- CONDUIT < t . • &" U CABLE RACK IN BUSHING(TYP) 9.� o (3 PER HOOK) BARE COPPER AS REQUIRED GROUNDING CONDUCTOR , i4 (2 CABLE HOOK I AS CONDUIT REQUIRED) - e PEA GRAVEL AS REQUIRED ROOF FLASHING �\ ° rs " PULLING COMII�TIA f AR11sl a==I I(= WITH COLLAR . ;,° u-CHANNEL: � °o ° n a °o DEVICES (TYP) ° ° III III .. MIN. -. o C tP o 6 MAX. 57" 77' STM NUMM ASSEMBLY UNIT UNISTRUT P1000, SIMILAR o � 78 MIEN. PAD PRODUCT BY SIJPERSTRUT 6"DIA SUMP 61399a 3426'3 OR EQUAL. NOTE: COAT CONDUIT WITH SAME COATING AS 18"DEEP OF 3l4"PEA GRAVEL TANK EXTERIOR. GROUND ROD 3/4"Xt0'-0" MA3(IIAUpA PRIx CcTNDUrB ALL©1<i?ED COPPER-GLAD STEEL 10.3/8" {) I 2 RUNS OF 4" (E@ OR De) PRIMARY CONDUIT MBN. DIA. III @t PRIMARY 18` 16" ':@ PRIMARY IS" 13" B PRIMARY 18° 11' {,1 � ,. . CONDUIT CLAMP i V a° �r L I 5 w NTA�. .A '� ;eT ° ( 9� a° ,: _ 3 4 NONE NONE „ , _ CONDUIT I _ 1. ." 481 .. E3 BUSHING 0 6 3" SECONDARY B` 1,1 t'�+" S!O @HOARY D 5 5" SECONDARY C F CONDUITS COtN0U1TS C F CONDUITS x �, .................. R PRI[eA Y M CABI a ;o. +Y:sxta�ssA� snnaxa� S cl� 2 POLE WATERPROOF FUSE ANTENNA CABLE s .U., y.. ..° ¢y.::*: . .. :,......'" '.:.:. . ! , MOLDER WITH 2-20A-FUSES CONDUCTORS UP f " TO LUMINAIRE H K 2-4" (200A CABLE) J &K2-5" (@GOA CABLE) i+:° ii, .,` ANGLE BRACKET LIGHT POLE FINISHED GRADE (2 PER SECTION) �T GROUNDING CLAMP te" 12" a" 8° 12' 18' ; ` " c+r `y ,, \ nC °op°op°op°op°oq°\ 3/8"DIA BOLTS MIN (Ut+Fd > ,p wv.y . ar HANDHOLE iv o�t7°o�D°o�D°ova°o�D°o�t�IT .�-� 9" 6rtrr 'ws;,ky,y °"^`, ^ GROUNDING LUG ° w 'op°op°op°op°op°op° ANCHOR TO WALL --- - GROUND WIRE g.l roses � 9,(- roscc oAr r £,� °.-° O °�I7v��o�Do�Do�p° ` i n+, Ta m 4"nk Mn`s 5y''+ ar a,.n�a a ° e, WARNING TAPE EQUIPMENT AS 48" 46"— ;g PLUMBING NUTS po°Qo° Dodo EQUIPMENT GROUNDING WALL " °y 3" GROUT FILL o�Do�P ::'::;;i:. ; _ CONDUCTOR-SIZE 1/8"AIR SPACE srocK NUMBER DESCRIPTION ASSMAB Y UNIT MACRO uN1T n":y, " "i nF"," = AFTER PLUMBING ° a o 0 4 COMPACTED FILL PER NEC OR CONDUIT fD 3 U�4 a�oo 513eea PAD a4ss-a 12"W x 24"L x 24"D SCHEDULE AS ,r, .g::y t,. . APPLICABLE(TYP) GROUND BUS 3426-M [.^y,: .,ngv:i. } "r.'a-:;; 1 1/2"STEEL ° b FIBERGLASS cn INSTRUMENTATIONS tez6aD 33n RN 13311-S ,va�, <,A w`s i CONDUIT ELL- • , b My r N ; ,,..,. HANDHOLE SIGNAL CONDUIT(TYP) BRINY..tINY.. .:.�, .:,. .. n ° ..; ., .' INSULATED BUSHING © .. ..-.^ INSULATED ©1999.2995 Son Dj"aGm&FdadrlcConyury, Alir�miarAd, RnmovIeFlhMWpwleAoal }wkoard pon,deNwrJe rmt pom,l9ed order Mw, °•OO . •.. '• SUPPLEMENTARY GROUNDING 6" BASE OF rO ?. EQUIPMENT GROUNDING BUSHING SERMCE GUIDE Indlcataa Latent RavMioo Complataly Rovleed Now Pope Informcenn Removed PEA GRAVEL . . , :a ' I°° °. • CONDUCTOR-SIZE SDC&E ELECTRIC STANDARDS o • PER NEC;WITH 3!8"0 BOLT REVISION °o o - CONCRETE ENCASEMENT DATE 6-9-05 3425,1 4#4 REBAR — •� 0 UNLESS SHOWN OTHERWISE #1 AWG MIN (TYP) (2 PER SECTION) THREE-PHASE TRANSFORMER PAD INSTALLATION 3425 APPD /yr/JJ PROVIDE ANCHOR , ,. " ' NOTE 1 CONCRETE PAD-�- BOLTS PER 3#3 TIES Q 12" 3/8"0 BOLT MANUFACTURER'S (4 PER SECTION) REBAR 01 .1 ' RECOMMENDATION �, POWER& 120V CONDUIT CONDUIT u 24"DIA STRUCTURAL FILL 20'MIN. CU WIRE f 3°(TYP) CONTROL CONDUIT(TYP) (LIFER GND FOR f ALL AROUND 3"(TYP) -*- REBAR SWITCHBOARD) GROUN©©ROD NOTE 1 3/4"x 8.0" NOTES: 1. ALL DIMENSIONS ARE MINIMUMS. FREE STANDING AGAINST WALL NOTES: NOTES; 2. ADD W FOR RUNS BENEATH ROADS. 1. PRER-ARE BASE OF CONCRETE PAD PIER IRA I.' 4 8 1.PER G MD.$t, OQNCRETE l;8 TYPE=E AM IS COVERED#N SPECIFICATION 03300. I FREE STANDING CONCRETE PAD PER DRAWING NO. s-3. DETAIL 3. TYP i - a� u/� IN fiA 7 3 PHASE TRANSFORMER �". � 9 L � LE E X11 A T7VRN AtT f �1 t _ NTS R E NTs _ _ E3 NTS E3 E4 E5, E7 CAP(THREADED TYPE) CHAMFER r , 3/t6"SITEEL 1/2 EDGES ALL I I PLATES MIN FINISHED+GLADE AROUND SIZE TO SLAT ALTERNATIVE DESIGN FOR ECTINGTAPE( W1OE) I I MIOUNTIN&i4 NN)CT FINISHED { I SWITCHES,STARTERS, ETC s"R POST- H 4II GRS STANDARD � GDE MORE THAN ONE ITEM ( I OF EQUIPMENT AT THE i` . SAME LOCATION. FILL WITH CONCRETE bo\/\\/\\/\\/\\ COMPACTED D FILL L .. • 6axfirla"IAA R � • : °: GALV ANCHOR ROUND OFF CORNERS(TYP) j LOCK 5/8••0 GRS EYE BOLT,WELDED "° BOLTS TS(TYP 4) s' //\\ri\�/�/\�/ TO POST(TYP 2) ` . ' CONTI�IOL RESAR WARNING TARE 3 , STATION [4x5.4 STEEL CHANNEL ��\f\ O H CONDUIT 4 r1CtTl : SA SIAlI NOTE1 D . . NOT ON CONCRETE SLAB) CLAMP 7"0 POST-SCH 40 t #4 HOOPS �24" 1 GRS STANDARD ` ON CENTER , a` a` NOTE: (TYP)1-1/4e 112 (TYP) u ° I I MACHINE BOLT HOT DIP GALV STAND AFTER (TYP) 1" 1" —�}1 6"x8-1/2"x1/2" 4 MBAR, ONE PER CORNER rs 3/4°Q MIN SIZE, I STEEL PLATE u. (TYP OF 4) L�. ° APPROX 8"LONG a .. FABRICATION,DRILLING AND *r* Dig �*A 1 p GALV STEEL WELDING. ALL MOUNTING LEVELING GROUT AFTER Avoid cutting.underground VERIFY ER.IFY $GALES 4n CONCRETE ENCASEMENT " e. o • ---. e - •: _ HARDWARE SHALL BE NUT(TYP 4) .'. ..1 1 . . 'a COUPLING W,. ; utility lines. IVs costly. WITH RED DYE co . • LEVELING BAR IS ONE INCH ON • o e s GALV STEEL. r�r . ; 3" � .r �° ' CONCRETE SLAB Call ORIGINAL DRAWING WITH H NU CAPSULE BOLT t8"0 t8`0 WITH NUT&WASHER(TYP 4) 0 E 1. AT INTE�CT N WITH STRUCTURE, HOOK#4S SIDE VIEW - INTO THIS,FOOT R TH LL(TYR)• N TES: IF NOT ONE INCH ON 1, PER 8-1,SITE CONCRETE 15 TYPE-E AND IS COVERED IN SPECIFICATION 03300. fit, oR THIS SHEET, ADJUST �lc� `� L 4"Y A 1�Bp127-16UD SCALES ACCORDINGLY EC,r CT OW 1 1 . <; E4 �edyme,*S Consultants E3 NTS E3 FEW W 112 10920 Via F rontere Suite 110 � � � � San Diego, California, 92127 (85a)-676-3620 eK1O� Q18$7113 t11(f,� REVISIONS APPROVED DATE REFERENCES DATE �� MARK SCALE TIW APPROVALS � I"TY "_� +j 1TA a DI WINQ.'J NO. A 1?rr THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCtNITAS _.. . . PLANS PREPARED U(!�I{'}ER SUPERVISION OF CO -` AP • - IED WORK PROJECT NO. OGE041= _ '.. SURVEY CONTROL POINT"1044°AS SHOWN ON RECORD GAF city O LI VE SURVEY 18416.A 3.5"BRASS DISC IN THE MIDDLE OF THE AB IiQWN :: -D9C6YTit38f 9, 2010 " . ",�f PROJECT SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PtM�1P HORIZONTAL DATE BY: BY. P STATION ROVfYatMite�'ti J STATION LOCATED ON THE NORTH SIDE OF MANCI��1: 0f - LEROY SODAS PETER COTA ROBLES - g /"+ p i�'�+ /� �` /� {� �*� - - AVE.,65 FEET WESTERLY OF THE CENTER OF THE r. 1Vt � f A. �� R.G.E. NQ. : G'Z4M7 R.C.E. NO. 22 , 2 R.C.E. NO. 1769 ELECTRICAL DETAILS NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. VERTICAL AS $I"I©WN ELEVATION=34.664 NAVE)88 Encinitas ENGINEER EXP. 12131/11 DATE: DATE: SHEET 47 OF M- 1 N PERMIT NUMBER 1I- CO RTE_ PM INSTRUMENT SYMBOL IDENTIFIERS FLOW PRIMARY ELEMENTS VALVES MISCELLANEOUS EQUIPMENT AS-BUILT PLANS FOR ROADWAY J-3 J-4,J-5 J-1: IDENTIFICATION LETTERS (SEE TABLE BELOW) J4: FUNCTION BLOCK (SEE TABLE BELOW) GEOMETRIC AND ABOVE GROUND ORIFICE PLATE >< GATE VALVE FLANGE J-2: LOOP NUMBER J-5: PANEL NUMBER I I M FEATURES J 2 GLOBE VALVE J-6 J-3: VENDOR DESIGNATOR (NOTE 3) J-6: HANDSWITCH DESIGNATOR(SEE BELOW) SINGLE PORT PITOT �I� UNION MIXER Y STRAINER TUBE OR PITOT-VENTURI TUBE PLUG VALVE STATE REPRESENTATIVE DATE � I - FIRST LETTER SUCCEEDING LETTERS VENTURI TUBE I �I CHECK VALVE MEASURED OR READOUT OR OUTPUT KO-1 BALL CHECK VALVE FLOW STRAIGHTENING VANE INITIATING VARIABLE MODIFIER PASSIVE FUNCTION FUNCTION f�If3DIFIER AVERAGING PtTOT TUBE M A ANALYSIS ALARM PINCH VALVE ( TEE B BURN1rR, COMBUSTION USERS CHOICE USER'S CHOICE USERS CHOICE FLUM€ DIAPHRAGM VALVE SCREWED CAP VERTICAL TURBINE PUMP C USERS CHOICE CONTROL CLOSED ICI BUTTERFLY VALVE --D WELDED CAP D DENSITY DIFFERENTIAL DAMPER WEIR IOI BALL VALVE E VOLTAGE SENSOR(PRIMARY ELEMENT) NEEDLE VALVE -I I BLIND FLANGE M INE OR PROPELLER-TYPE SUBMERSIBLE PUMP USER'S F FLOW DATE RATIO(FRACTION) TURS REDUCER USER'S CHOICE GLASS, VtEW#NG PRIMARY ELEMENT R€ DEVICE >F< PLUG (COCK) H HAND MIGFI THERMAL MASS FLOWMETER - HB HOSE BIBS CONNECTION PUMP BLOWER I CURRENT(ELECTRICAL) INDICATE >4 s REDUCING REGULATING VALVE, J POWER SCAN POSITIVE DISPLACEMENT TYPE SELF-CONTAINED co EXPANS#ON JOINT K TIME, TIME SCHEDULE TIME RATE OF CHANGE CONTROL STATION FLOW TOTALLING INDICATOR L LEVEL LIGHT LOW VORTEX SENSOR I BACK PRESSURE REGULATING VALVE, � FLEXIBLE COUPLING / _ � � PUMP M MOISTURE MOMENTARY MIDDLE, INTERMEDIATE SELF-GONTAINED FLANGED COUPLING ADAPTER ��- N USER'S CHOICE USER'S CHOICE USER'S CHOICE USER'S CHOICE TARGET TYPE SENSOR SLUICE GATE OR SLIDE GATE PRESSURE REDUCING REGULATOR WITH O USER'S CHOICE ORIFICE, RESTRICTION OPEN EXTERNAL PRESSURE TAP � METERING PUMP P PRESSURE, VACUUM POINT(TE=ST) CONNECTION FLOW NOZZLE Q QUANTITY INTEGRATE, TOTALIZE NA 3-WAY VALVE DRAIN R RADIATION RECORD MAGNETIC f LOWMETER S SPEED, FREQUENCY SAFETY SWITCH 4 WAY VALVE DIAPHRAGM SEAL E CV#TY PROGRESSI T TEMPERATURE TRANSMIT " ""S"°" ULTRA SONIC FLOWIMETER ANGLE VALVE RUPTURE DISK, PRESSURE U MULTI VARIABLE MULTIFUNCTION MULTIFUNCTION MULTIFUNCTION ROTARY PUMP V VIBRATION, VALVE, DAMPER, X ROTAMETER � PRESSURE RELIEF VALVE � RUPTURE DISK,VACUUM MECHANICAL ANALYSIS OR LOUVER W WEIGHT, FORCE WELL X * FC=FAIL CEASED LC= LOCKED CLOSED Q ROTAMEr€R WITH INTEGRAL VALVE FO = FAIL OPEN LO = LOCK€D OPEN P PURGE PERISTALTIC PUMP X UNCLASSIFIED X AXIS UNCLASSIFIED UNCLASSIFIED UNCLASSIFIED X Y EVENT, STATE, Y AXIS RELAY, COMPUTE, CLOSED DURING NORMAL OPERATION � THERMOMETER WELL PRESENCE CONVERT LINES SHADING INDICATES PORT TO BE CLOSED DURING FAN Z POSITION, DIMENSION AXIS UNCLASSIFIED,A IED FI IL, NORMAL DP T"" POT II ItCATES PORT TO BE = ; UNCLASSIFI€D 6INAL _ __ CLOSE OURING ALTERNATE OPERATION. CONTROL ELEMENT MAIN PROCESS CALIBRATION CYLINDER eIIA. SECONDARY PROCESS PRIMARY LOCATION AUXILIARY LOCATION NORMALLY VALVE OPERATORS GENERAL INSTRUMENT OR FIELD MOUNTED ACCESSIBLE- ACCESSIBLE INACCESSIBLE OR 1-2/ A REFERENCES LEAVING SHEET PULSATION DAMPER FUNCTION SYMBOLS TO OPERATOR TO OPERATOR BEHIND THE PANEL LINE CONTINUATION V DIAPHRAGM —E:l CYLINDER OPERATOR NOTES: DISCRETE X X X X TO DRAWING REFERENCE 1. THIS IS A GENERALIZED LEGEND SHEET. INSTRUMENTS X x / L / --@ DIAPHRAGM L SOLENOID All-3 REFERENCES ENTERING SHEET ;I PRESSURE BALANCED AIR RELIEF VALVE 2• SEE ALSO IBA$5.1, 135.3 AND 57.3. SHARED DISPLAY, 7 X SHARED CONTROL X� . FROM DRAWING REFERENCE MOTOR S SOLENOID VALVE 3. INSTRUMan"MARKED WITH AN ASTERISK Fes:: T ,E,. . IE . LINE CONTINUA'Ff4�N AIR RELEASE COMPUTER DX X 4. REFER TO ISA RP7.7 FOR INSTRUM€NT AIR FUNCTION X 24" BW QUALITY STANDARDS. PROGRAMMABLE x PIPE SYSTEM TYIB`ICAL CONNECTION LEVEL PROBE LOGIC CONTROL x x z x PIPE SIZE IN INCHES -- - --- --- - - ELECTRICAL SIGNAL X IN-LINE DEWCE J4 FUNCTION BLOCK DESIAGNATORS J4 HANDSWITQGH DEaI NATORS —a— —o— -o- —o— — SOFTWARE OR DATALINK HOA HANO-OFF-AUTO LR LOCAL-REMOTE SUMMING W71 ROOT EXTRACTION HQR 14AND FF-E MOTE OC Ono-'CiLost PNEUMATIC X CONNECTION TO DIFFUSER X DFRECCONNECTION TO PROCESS CHEMICAL DIFFERENCE SQUARE ROOT F-R FO: €VERSE OCA OPE1W%G AUTCv �A�#C❑Q 1.0 ON-OFF AIM AUT04MNUAL al x CAPILLARY TUBE STATIC MIXER INTEGRAL x� EXPONENTIAL X �1.� INSTRUMENT SERVICES � v ELECTROMAGNETIC OR SONIC(GUIDED) x EDUCTORlINJECTt7R 7di; DERIVATIVE � HIGH S€L€CTING TF,:MPERATUR€ ELEMENT WITH WELL INTERLOCK. NUMBER IS THE CROSS AS>- INSTRUMENT AR SUPPLY(NOTE 4) f REFERENCE TO A SPECIFIC ELEMENTARY MULTIPLYING a LOW SELECTING 128 VAC ELECTRICAL SERVICE MECHANICAL ELECTRICAL X Q ES�- O DI OR TO A SPECIFIC CONTROL DIVIDING BIAS (DIFFERENT VOLTAGES ARE SPECIFICALLY NOTED) X STRATEGY DESCRIBED IN THE CFS 4 OR CONNECTED _- }- - RADIATION OR SONIC SENSING o O CONVERT: F(X)' NONLINEAR OR g UNSPECIFIED FUNCTION PLC INPUT>OUTPUT AV- AIR VALVE T- TRAP Q F- FILTER FH - FIRE HYDR ANT * E - VOLTAGE H - HYDRAULIC � DISCRETE INPUT ANALOG+INPUT fi ( X 1- CURRENT 0- ELECTROMAGNETIC, SONIC NOT I — - WATER LINE P - PNEUMATIC R- RESISTANCE (ELECT) I I CON+JNECT€D T-#L -- -- - A- ANALOG D- DIGITAL I LED SYSTEM, DIAPHRAGM SEAL CONNECTION 1 B - BINARY Y DISCRETE OUTPUT ANALOG OUTPUT GRAVITY FLOW I I wkw- p ® VERIFY CAI Avatl'cj#I::undecgfound uYi@ty 1, It'-s eaelly. It BAR IS ONE-INCH 1 ORIGINAL DRAWING 0 � I IF NOT ONE INCH ON OR THIS SHEET,ADJUST 8 1,8(1(IR227-2WQ SCALES ACCORDINGLY Kam.• yit,J�� tO920 Via Fr #eta, urfie 11 Q San Diego, California, 92127 (868)476-36820 REVISIONS APPROVED DATE REFERENCES DATE B N i , K 'Yl!LIM MAR CALF L tL TW ARIVAt r _. THE BENCHMARK FOR THIS SURVEY IS THE Gl'hY OF ENGINITAS .. _ . , - _ _ - #� � � city PLANS PREPARED UNDER SUPEtRVISION OF RECOMM APP , IrD WORK PROJECT NO. CCEOI4F �}�,J SURVEY CONTROL POINT SS DISC AS SHOWN M ON E OF THE OF " � � 00MMAM SURVEY 1ES418.A 3:5"BRASS©IBC IN THE MIDDLE(9F THE A SHOWN SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAM PUNS+ HORIZONTAL DATE :DtC trtb�r 9, 2010 BY: . .. BY S ,�W PUMP TAT IMPROVEMENT PROJECT STATION,LOCATED ON THE NORTH C SITE OF MANCHESTER O L€ROY SODAS PETER G{3TA ROBLES MATT A. TEBBETTS ELEATIONET WESTERLY OF THE CENTER OF THE AS SHOWN R.C.E. NO. : C240$7 R.C.E. NO. 2 12 R.C.E. NO. 5 `IM INSTRUMENTATION LEGEND NORTHBOUND INTERSTATE HIGHWAY 5FREEWAY OFF RAMP. VERTICAL -. ENGINEE•••R ELEVATION=aassa NAVT ae Encinitas EXP. 12/31/11 DATE: DATE: m SHEET 48 OF 64 GITY DRAWING ' - 1 SCADA FAN NOT FAN NOT SUMP PUMP PERMIT NUMBER 1I- RUNNING RUNNING NORMAL (TYPICAL P-112) TYPICAL OF P-102, 103, 104 CO RTE_. PM LOW POWER EMERG- I I SPEED SPEED % IN AS-BUILT PLANS FOR ROADWAY RUN RUN MTAUZER FAIL RUN FUEL FAIL NORMAL ENCY FAIL RUN FLOOD HZ CONTROL READY RUN FAIL OPEN HANG FLOW READY FAIL TOTALIZER GEOMETRIC AND ABOVE GROUND X I XA X 1 XA FQ i F 1 XA X I LAL XA X I LAL LAH LAL L I LAH LAHH XA X I LAH HS S I S I K Y I X I XA Z I H I F I C Y I XA FQ I F I FEATURES 220 220 221 221 1fl0 100 45tJ 15a 150 t�s1 151 151 1'E32 1X13 ' 101 101 101 111 Y11 104 101 101 1131 101 109 401 110 1fi6 410 110 140 114 110 HOA 0 0 I I I I I I 1 I 1 ° ° STATE REPRESENTATIVE DATE 0 0 0 0 0 0 0 0 ° 0 0 o j o 0 0 0 0 ° 0 i I I -e — —I-- — t--r— — --t- — —1— _ _ _ _ --1— r- — — t —I--1— —t—fi — — — — i--I- — 0 o — PLC j 0 I I I I I ° 0 0 0 ° STOP PUMPS 0 0 0 1 0 I o 0 0 0 I I 1 1 0 I 1 1 1 1 I 1 1 I 1 1 1 0°- -0- -0- -0- -0- -0- -of- -0-{- -0-1—°- -°- -O- -O- -°- -0— I I 1 I I I I I o ° 0 0 I ° I I I I I � 0 0 l 0 0 0 ° 0 0 0 0 0 I 0— �0 o STOP I I I I I I I I I I I I I I i —O ALL PUMPS I I I I I I 0 0 0 0 0 0 o- -o- -o— —o- -o- -o- 4o- -o- -d- -o- -o- -o- -o- -0— I ° o 0— 0_ —0 0 0 0 0 0 0 0 0 � I I I 1 - I I I I I I I I I 1 I i I I I I I I I I I I 0: 0 O0 0 ° ° ° ° O O p ° 0 ° ° O ° ° O O ° ° 4 0 444 I 1 I 1 I I I ! - - 1 - - - - - - - - - - - - - - - ! - -1- - 1 -- L - -1- - 1 -- - - I � - -I- - _ I I 1 I i I I I I LY LY 1-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - —I - - - - - - - -, 102 403 I 1 1 1 I 11 - - - - + - - - -I- - - - - - - - - - - - - - - - - - -- � I — �', r - - - - - - - - - - - - - - - - - - - y - - - - - - - - - - -I _ _ _ _ 1 I I I I I I — 1 -1 I 1 # - - - - - 1�--�-- — —�_ — 1 INTR[NS1CAYLV 1 1 — 1 j — —�— 1= _ _ —T— T --t—�1— —i—"T I — — — 1—�- — T—, — 1 — - i - - 1 I SAFE RELAY I 1 I I I (TYP) 1 1 I I I 1 1 1 I I I 1 I I I I I I I I I 150 I I I I SUMP PUMP QP* 1 RUN * I FAULT I I L 1 I 1 1 1 1 I 12aV 1 I j i I � I FAULT 1 101 j I 105 I I I I I ENCY 1 AUTOMATIC 1 I b 5 I GONIERATOR TRANSFER 1 I 420ti/ NI L I IAEF * I 1 I I 1 111 1 I 111 I Ha 1 I ) FILL ( I SiiNtT R 1 + I z I F I I I I 1 1 I \ 2 1a1 HOA I I I CONNECTION ( 1 1X11 4 11fl SURGE A1/AR I I 1 I I I FUEL _ ( I i 1 TANK 1 I I 1 1 PUMP RUN I I I TANK i 1 L - - - - - - - - 1 _ I M 480V M 480V 1 I I I l 1 Sx * I J I I I I I j I I I I 1a� 1U1 � J I I l 1 1 1 I I I 1 120v I I f I I 1 I I 1 I SUPPLY FAN EXHAUST FAN I I I I I I 1 I "I'll 1 EF-101 EA#CY LS1 f' LIT 120V I I 1 1 8 • WIN 102 1 1flfi 1 I I 1 f 1 1 I I I I I 8" SUCT 1 I 1 I 1 I 1 I I 1 1/2" DWS I 1 1 103 194 I I I P I 1"WENT VALVE, $v a© I 1 I 1 ( I I 101 fE VENT LINE I 1 I I I I T01 T WELL(TYP) ( 1 4/2" FeC13(2X) .�, _ E 44W M 1 6„ FM 1 I 1 1 I a^SUCT I ^ . I I I I I PUMP NO. 1 102 I 1 EFFLUENT 480V ' M I ( I DISTRIBUTOR WX5" O WASHING I 8"SUCT 8"3X " S FMS - I 1 I 1 SYSTEM I I PI I 1 1 d• m 403 _ 120V 100 I P-402 1" I 1 1 PD I I M I I 1 1 I _ FE 8" SUCT 1 6" 8"X5" S" _ "' L_ — — ZT F I T 1A0 WET WELL 110 110 120V 1 PI i I NO. 3 104, 1�-4Q3 I I I I 1"PID I I 1fi9 I FE TO TREATMENT 4i10W M I 1 54" 5"X4" 5" F'M 12" 110 14'9X42" T " I I 420V M i 1 J0Qw PUMP I 1 P-1T34 4" FM 1 1 4"PM METER VAULT FROM(E)MANHOLE 12 SS _ SG 1 1 EMEf�NCY BYPASS 18 SS 104 I 2„pD CONNTION VAULT FROM(E)'MANNOL 18^SS 20"Ss I R I I COILLE1;Tim OW RFL / sal I I 1 1 VERB( Avo* q a 2"PD utility finrea..W,=011 BAR 15 f1P4E INCH i1 1 it ORtQWAL 010WING FLOAT LSH 0 1 I 104 IF NOT ONE INCH ON M 120V M 120V OR THIS SHEET, ADJUST 14MO-227-2600 SCALES ACCORDINGLY + n q/Jen s Consultants 10920 Via Frontera Suite 110 E1r4 7 San Diego, California, 92127 BUM f}l MP SUMP PUMP (8.58)-576-3620 R 141 P-112 >�11 S GIF REVISIONS APPROVED [SATE REFERENCES DATE BENCH MARK SCALE M/J 7IW APPROVALS CITY E I E �±t IlPl i QFtA�Vt t�a NEQ. . THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS C}•} PLANS PREPARED UNDER SUPERWBION OF RECOM�M �D APP -. EED WORK PROJECT NO. CCE34F - SURVEY CONTROL POINT"1044"AS SHOWN ON RECORD OF y SURVEY 16416,A 3.5"BRASS DISC IN THE MIDDLE OF THE AS f7F4©WAJ HORtaONTAL DATE :D`t_c w9, 2010 BY: BY: "l SEWER SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENIJAIN PUMP ---J��.• .-- ST T" P . . MENT RO ' ' C f STATION,LOCATED ON THE NORTH SIDE OF MANCHESTER Of MATT A. TEBBETT LEROY BODAS PETER COTA ROBLES _ - 12 2 AVE.,65 FEET WESTERLY OF THE CENTER OF THE ♦: R.C.E. NO. :; C24087 NORTHBOUt4D INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. VERTICAL AS SHOWN '` R.C.E. NO. 2, 12 R.C.E. NO. 52176 PROCESS AND INSTRUMENTATION ©IA, ELEVATION ORTH =34.664 NAVD 66 ENGINEER �r^7`/ p Encinitas EXP. 12/31/11 DATE: r ! DATE: 14li 1rs PUMP STATION oI' 64 CITY DRAWfNG NO. PERMIT NUMBER 11- SCADA CO RTE_ PM TYPICAL OF 2 AS-BUILT PLANS FOR ROADWAY FLOW EYEWASH PACING RATIO RUN HIGH SMOKE GEOMETRIC AND ABOVE GROUND ALARM 01-10 FAIL TIME CONTRQL READY RUN AL 4RM INTRU3IQN FEATURES FAH LAHY LAL LI ' FF XA KQ�4 Y I X 1 S I K LSH XA NA 200 2D6 200 200 201 201 201 201 2D7 201 20t 203 210 222 MOA 4 A 4 REPRESENTATIVE PRESENTATIVE DATE I 0 0 0 0 0 0 I _ _ _ — _� — _ _ _ --1-- - - ° PLC 0 0 0 0 0 0 0 � ° I o I I i I I I I 0 °- -0- -0- -o- -0- -O- -p- -4- -Q- -o--0- -0- -4—fo- -0- -0- -0— ° —o°� —o —©- I 1 0 ° I 0 0 0 I 0 pI I I I I I 0 I ° 0- -0- -0- -0-1-0— o-o- -co- -®- -o- -�- -0- -0- -0- -0- -0- -0— ��- -0- -0- -0- -0- -0- -0— �-0- -0- -o- -O- -O- -0- -0- -0- -0- -� 0- -0- -0- -o- -O- -0- -0- -0- -0— 12f0 I I o I I 0 INTRUSION 0 0 ° 0 0 0 TIMER ON FACE OF 2tD f PLC PANEL' I I I I I I I L - - - I — 1 - -�- -J I I I I I I I I I I I I I I I 1 I I I I I - I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I FSH �� 3. F_ t- 3 + - - - -f- - - - � 4> 200 I I I I I } Blow, , \ I H I K 201 I I YIL EYEWASH/ ( 1t 2D1 201 I \ DOUBLE BATHROOM BACK GENERATOR SHOWER I )L.R I DOORS DOOR DOOR ENCLOSURE STATION I I PRAI I I I 314- ,' I 20, I I I I I I I I I 1 112"RAW 1 tkr"@W I I I I I I 1/K I ft 120V L I I IA I I I LIB I I I w I �L I IL LL t20V/ ? 1/2° Fe03 I I P, Q1 I PI 201 DOUBLE CONTAINED PIPE I I FERRIC 120V M CHLORIDE 14" FOC13 lot 1/2" FeC13 I STORAGE TANK till' 0 T-200. FILL 2" G13 I 0� root CALIBRATION = fou MRI1 ` CHAMBER = PQ2 I I I 2"FeC13 "X " Avu©:I;0ng.ucl -. V f Y7C +E7 2" DRAIN lines Irsaoaiy. BAR IS ONE INCH ON >� ORIGINAL DRAWING LSH CONTAINMeNT AREA 11. 0 '' 1 203 c+ IF NOT ONE INCH ON Qt►� II OR THIS SHEET,ADAWT R? 1-800-2-27-20) SCALES A000k0II Y m Consultants' 10920 Via Fron#era, Suite 110 San Diego, California, 92127 (SSSSY676-3620 088711$ ! 6 9111 RY I 'BY REVISIONS APPROVED DATE BERC14 MARK, �i #' : . MD LMM JL.1, . T THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS PLANS PREPARED UNDER SUPERVISION OF +RECOMM114 AP�P'F, . D WORK IS.#ECT NO. CCED4�' ill SURVEY CONTROL POINT"1044'AS SHOWN ON RECORD OF - - _ SURVEY 18416.A 3.5"BRASS DISC IN THE MIDDLE OF THE ' ' © - A�u }d©VIN er1la 9 01 a Deco er , 2 © .-.-"__..- �. . . . DATE . Y BY. HORIZONTAL _ T � � PROJECT SOUTHERLY EDGE CONCRETE Si,A$OF THE flLIVENHAIN PUMP _ f _. . :: ... . lz STATION,LOCATED ON THE NORTH SIDE OF MANCHESTER ®j , LEROY:I� PETER COTA ROBLES - 1 AVE.,65 FEET WESTERLY OF THE CENTER OF THE ,, MATT A. r SSETTS R.C.E. NO. : C24087 R.C.E. NO. 2' 1 [� CA D} ,..G NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. VERTICAL A SSHOWN � R.C.E. NO. 52176 PROCESS �.N© INSTRUMENTATION �l�►G�tUI ELEVATION=34,664 NAVD 8e ENGINI<ER IsEncinitas EXP. 12/31/11 DATE: 7 / DATE: CHEMiCAL FEED SYSTEM SHEET 500E 64 CITY'3uwmm. CS-610 PERMIT NUMBER 11- CO RTE_ PM 3 HOFFMAN ENCLOSURE AS-BUILT PLANS FOR ROADWAY A-903624SSFS NEMA 12, GEOMETRIC AND ABOVE GROUND DOOR STOP, 3-PT LATCH KIT, FEATURES BACK PANEL STAINLESS STEEL 3/8"0 J-HOOK ITEM DESCRIPTION 1 AND STAINLESS STEEL CHAIN O TEMPERATURE S.W. (RANGE 40-160F) IT I ENTATIVE DATE O 24 VDC POWER SUPPLY(6 AMPS) (TYP) PLASTIC WIRE TIE OCIRCUIT BREAKERS(AS R @4'D) � MFR'S CABLE CONDUIT 4"PANDUIT(AS REQUIRED) f' - 1 �- - - - - - - 7 - - ❑ 16 11 HINGE SIDE HINGE O5 TERMINAL BLOCKS(AS REOV) LOJ O SIDE LIQUID OTFAM,VAPOR OR SLURRY AIR OR GAS - DISCONNECT TERMINAL BLOCKS I I BUSHING PREFERRED P ALTERNATE L - - - - - - � HIGH LEVEL - PLC CPU{92L3 ) I • PREFERRED ALTERNATE 8 UNINTfRRUPTIBLE POWER SUPPLY AL ALTERNATE 1 O FUTURE RADIO O UPS FLOAT SWITCH (TYP) LI#;It11D OR SLURRY . T V' URR SEAM,VAPOR,AIR OR GAS POWER POWER PREFERRED 10 RELAYS(AS REQ 13) 1 E ON ON LOW LEVEL 11' INTRINSICALLLY SAFE RELAY ' t — ! 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HOT DIP GALVANIZE AFTER FABRICATION. 2. TYP MOUNTING PLATE: 6"x 6"X 3/16"WITH FOUR 6/6" HOLES. 3. PROVIDE FOUR 2"x WIV CAPSULE ANCHOR BOLTS. 4. CLAMP INSTRUWNT TO VERTICAL PIPE.USING CLAMP SUPPLIED BY MANUFACTURER. jWWjWU,Njff4Q # NEMA 4X ENCLOSURE NOT E1 14 Fly low INN. 45 F-2-1 LEVEL Q PLw Std PUMP ON/0" -5 PUMP SPEED N' L ON/OFF ITEM DE. 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SIB 4LI4lNfl #t°bkiHMIAfiE .UEC4 b�1 B .?A1i1 - I . _ BY. _ BY. , , [Yi� _, STATION,LOCATED 4N TF.7E'N$RTa'd SYC�!t�.b1R ' ,'.� I.. Q 1111 ;_ . ,, : -.°. ..- _ :_ _ GATT A. T , - R.C.E. O.1 w�c A s � _` AVE.,65 FEET WESTERLY EFT#ECEN'IER C3FT#IE -.. « _ , t, ,<� • ,, : E�ETTS � NORTHBOUNDIN7 R 1 — 29'9. . ` R.C.E. NQ. . C24Q117 A^,, s ^q- INTERSTATE HIGIf11V/#Y5F72EE4NAY(DFRRAiu1P. VERTICAL a " R.C.E. NQ. 2 DA E: N . 5I LAt��C PE C #RUC 1 EtEVATiON=a4:ss4NAUDefl ENGINEER Encinitas EXP- 12/31/11 DATE: L DATE: 1 � SHEET 53 OF 64 CITY DRAMNG NO. CS-610 I PERMIT NUMBER 2 co RTE_ PM_I I-IRRIGATION LEGEND FOR RECLAIMED WATER SYSTEMS 0- CL (9 CD AS-BUILT PLANS FOR ROADWAY LO LO r__ GEOMETRIC AND ABOVE GROUND GALLONS PER MINUTE FEATURES MANUFACTURER 0 - U) SYMBOL DESCRIPTION PSI RADIUS 360* 270 21110 180o 12,00 900 (OR APPROVED MODEL DETAIL DRAWING NO. a- EQUAL) a ISTATE REPRESENTATIVE DATE asCL 12" POP-UP MULTI STREAM 40 30' 4.39 3.48 2.57 1.61 HUNTER KWR40-12-CV-3000 E L7 r 0 nV ROTATING NOZZLE F- GENERAL IRRIGATION NOTES EL 0 ROTATING MPR40-12-CV-2= E L7 m 2: LOCATION OF IRRIGATION EQUIPMENT IS SINOWN DIAGRAMMATICALLY ONLY. PIPING, VALVES, AND OTHER L) 0 12" POP-UP MULTI STREAM 40 IV 2.22 HUNTER U) 0� NOZZLE z z IRRIGATION FIXTURES SHALL BE LOCATED IN PLqMNG AREAS WHENEVER POSSIBLE. SYMBOL DESCRIPTION MANUFACTURER MODEL DETAIL DRAWING NO. c,4 C14 00 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE HIM OR HERSELF WITH ALL GRADE DIFFERENCES, AUTOMATIC CONTROLLER - SIZE AS INDICATED ON PLAN CALSENSE ET 2000E-I2-R-RB-RR/SSE-R A L6 U_ U_ LOCATION OF WALLS, RETAINING WALLS AND OTHER OBSTRUCTIONS. CONTRACTOR SHALL COORDINATE WORK RAIN TIPPING BUCKET CALSENSE R6 cc w WITH THE WORK OF OTHER TRADES FOR THE LOCATION AND THE INSTALLATION OF PIPE SLEEVES THROUGH STAINLESS STEEL CONTROLLER ENCLOSURE - PEDESTAL MOUNT ENCLOSURE APPROVED BY AGENCY- CALSENSE SSE-R I- (- DESIGNED FOR 12 STATION CONTROLLER cf) U) WALLS, UNDER ROADWAYS, PAVING, STRUCTURES AND OTHER OBSTRUCTIONS. 2 INCH SUPER AUTOFLUSH TURBOCLEAN FILTER -CONNECT SEWER OR SUMP (AMIAD IRRIGATION FILTERS, AMIAD 1-2221-2151-3100 B L6 < 3. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF PVC ELECTRICAL CONDUIT ELL (FOR CONTROL WIRE FOR T-1 CALL NICK FOURLICHT AT 714-267-6802) STAINLESS STEEL FILTER ENCLOSURE - LOCKING STRONG BOX SOBC-40SS IRRIGATION CONTROLLER) WITH ELECTRICIAN. REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER -SIZE AS INDICATED ON PLAN WILKINS 975XL C L6 00@0 STAINLESS STEEL ENCLOSURE -APPROVED BY AGENCY - 31.6'x 29.5" x 17.76' STRONG BOX SBBC-30SS 4. CONTRACTOR SHALL COORDINATE SLEEVE INSTALLATION WITH OTHER TRADES TO ENSURE PROPER AND TIMELY PRESSURE REDUCING VALVE & WYE STRAINER - SIZE AS INDICATED ON PLAN WILKINS 500YSOR C L6 INSTALLATION IN LOCATIONS REQUIRED. F-P] FACTORY SET AT 70 PSI MASTER CONTROL VALVE (NORMALLY OPEN FOR USE WITH FLOW SENSOR) (MINIMUM OPERATING RATE GRISWOLD #2160 (OPEN .01 GPM) E L6 5. CONTRACTOR SHALL NOT WILLFULLY INSTALL THE SYSTEM AS DESIGNED WHEN IT IS OBVIOUS IN THE FIELD THAT OF .01 GPM) - SIZE AS INDICATED ON PLAN CONTROLS UNKNOWN OBSTRUCTIONS OR GRADE DIFFERENCES EXIST THAT WERE NOT KNOWN DURING THE DESIGN PHASE. FLOW SENSOR CALSENSE FM-2B F L6 CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING CONDITIONS ON SITE AND CONTACTING THE LANDSCAPE FS LOCAL ADJUSTABLE RELAY CONTROL (LARC) DATA INDUSTRIAL #800 ARCHITECT. CONTRACTOR SHALL MAKE APPROPRIATE ADJUSTMENTS TO ENSURE THAT IRRIGATION COVERAGE IS BALL VALVE - SIZE AS INDICATED ON PLAN WATTS FBV-3C-SS A L7 100% IN ALL PLANTING AREAS AS ACCEPTED BY THE LANDSCAPE ARCHITECT. QUICK COUPLING VALVE - 1 INCH -VALVE BOX AS REQUIRED BY AGENCY NELSON 7645 B L7 6. THE CONTRACTOR SHALL PROVIDE AN UP-TO-DATE AND COMPLETE "AS-BUILT RECORD SET OF PRINTS WHICH A REMOTE CONTROL VALVE (MINIMUM 5 GPM) SIZE AS INDICATED ON PLAN RAINBIRD GB C L7 SHALL BE CORRECTED AND SHOW EVERY CHANGE FROM THE ORIGINAL DRAWINGS. BEFORE THE TIME OF THE FINAL OBSERVATION, THE CONTRACTOR SHALL TRANSFER ALL INFORMATION FROM THE "'AS-BUILT' SET TO A AGATE VALVE (SIZE AS INDICATED ON PLAN) NIBCO T-113 D L7 REPRODUCIBLE MYLAR, PROCURED FROM THE LANDSCAPE ARCHITECT. ALL WORK SHALL BE NEAT AND LEGIBLE. MAIN PRESSURE LINE (COPPER) INSTALLED BETWEEN METER AND BACKFLOW (MINIMUM DEPTH 18") REFER TO SPEC FOR COPPER LINE A,B,C L5 7. SPECIMEN PLANT LOCATIONS TAKE PRECEDENCE OVER IRRIGATION PIPING. STAKE SPECIMEN PLANT LOCATIONS MAIN PRESSURE LINE (CLASS 315 PVC FOR 78, LARGER) (SCHEDULE 40 PVC FOR PIPE 1-1/2" & SMALLER) JM EAGLE ALERTLINE OR APPROVED EQUAL A,B,C L5 PRIOR TO TRENCHING FOR PIPE. (MINIMUM DEPTH 18') 8. ALL EXPOSED PIPE AND JOINTS SHALL BE SHADED WHENEVER TEMPERATURES EXCEED 100 DEGREES FAHRENHEIT. LATERAL NON-PRESSURE LINE -SCHEDULE 40 PVC - 3/4" MINIMUM SIZE) JM EAGLE ALERTLI• E OR APPROVED EQUAL A,B,C L5 9. PROVIDE PULL BOXES FOR CONTROL WMING AT ALL CHANGES OF DIRECTION AND WHERE RUNS EXCEED 200 FEET. PIPE SLEEVES PVC - SCHEDULE 40 PVC (2 SIZES LARGER THAN MAIN OR LATERAL LINE) JM EAGLE ALERTLINE OR APPROVED EQUAL A,B,C L5 SPLICES SHALL BE MADE ONLY IN PULL BOXES OR CONTROL VALVE BOXES ONLY. CONCRETE PULL BOX -APPROVED BY AGENCY BROOKS, CARSON OR APPROVED EQUAL 1 - 16 SDRSD DIRECT BURIAL CONTROL WIRE (SOLID COPPER - COLOR CODED) D L5 WIRE CONNECTION SPEARS DRI-SPLIGE D&I-00 E L5 SEALANT SPEARS DS-3W RECYCLED WATER SIGNAGE CHRISTY'S ms NOTES MINIMUM DEPTH OF COVER OVER PIPE AND WIRE ARE: 1. SYSTEMS ARE DESIGNED FOR 84 PSI AT POINT OF CONNECTION. MINIMUM PRESSURE IS 40 PSI AT MULTI-STREAM PIPE UNDER TRAFFIC LOADS: 36" MINIMUM DEPTH NOZZLE HEADS. DESIGN SETTING FOR PRESSURE REDUCING VALVE IS 70 PSI. MAIN PRESSURE LINES: 18" MINIMUM DEPTH 2. STATIC PRESSURE AT THE METER IS APPROXIMATELY 1W PSI RECORDED 1-20-10 BY COREY YOUNG, WITH LATERAL NON-PRESSURE LINES: 12" MINIMUM DEPTH CONTROL \A11RiNG: 18" MINIMUM DEPTH KENNEDY JENKS. CONTROL WIRING PIPE UNDER TRAFFIC LOADS: 30" MINIMUM 3. THE IRRIGATION SYSTEM IS DESIGNED FOR THE USE OF RECYCLED WATER. CONTRACTOR SHALL VERIFY EXISTfNG WATER PRESSURE BEFORE INSTALLING IRMGATMN;-SYSTEM. Mm""m MY 4. SCREEN FILTER AND BACKFLOW PREVENTER ASSEMBLY FROM VIEW BY PLACEMENT OF PLANT MATERIAL. DO NOT LOCATE IN COBBLE AREAS. VERIFY LOCATION WITH ENGINEER PRIOR To INSTALLATION. CONTROLLER LETTER AND STATION NUMBER x SIZE OF REMO7E CONTROL VALVE 5. INSTAL _ALL QUICK COUPLING VALVES AND REMOTE CONTROL VALVES PERPENDICULAR AND ADJACENT TO WALKS AND CURBS. GALLONS PER MINUTE PER SYSTEM 6. INSTALL ALL VALVES IN PLANTING AREAS AND ADJACENT TO PAVING WHERE POSSIBLE. PLACE NO MORE THAN THREE RCV BOXES TOGETHER AS INDICATEO ON PLM. 7. POP-UP HEADS S+4ALL BE LOCATED ADJACENT TO ALt PEDEM4ANI AREAS. ALL POP-UP HEAM S+iALL BE 1. THE CONTRACTOR SHALL RE REVONSABLEVOR RELOCATWO AN31 -ADJUSTING IRRIGATION EQUIPMENT, INSTALLED SO THAT THE TOP OF THE IRRIGAT40N HEAD 18 FLUSH WITH ADJACENT SURFACE AS INDICATED ON CUTTAM AND CAPPM OF EWTING ff"MATION PIPE IN TNE AREAS INDICATED ON THE DRAWINGS. PRIOR DETAdL. J 00 bekwo you C" TO BIDDING THE PROJECT, T14E CONTRACTOR SHALL VERIFY ON-SITE THE WORK TO BE DONE AND THE LIMIT Avoid mhft undergiound VERIFY SCALES utfifty fi�.Irs my. OF WORK LINE FOR THOSE AREAS. 8. CONTRACTOR SHALL USE ONLY POP-UP HEADS ADJACENT TO ALL WALKWAYS AND CURBS AND WHEREVER LANDSCAPE BAR IS ONE INCH ON 21 A R C H I T E C T U R E Call ORIGINAL DRAWING VANDALISM IS ANTICIPATED. URBAN 2. CONTRACTOR SHALL VERIFY THE SIZE AND LOCATION OF EXISTING MAINLINE PRIOR TO COMMENCEMENT OF D E S I G N co 0 eqii� 1 CONSTRUCTION. 9. ADJUST SPRINKLER HEADS TO KEEP SPRAY OFF WALKS, WALLS, WINDOWS, BUILDINGS AND UTILITIES. IF NOT ONE INCH ON OF CA 715 -J- STREET, SUITE 307 OR THIS SHEET, ADJUST SAN DIEGO,CALIFORNIA 92101 1-800-227-2600 SCALES ACCORDINGLY 10. USE TVVD WRAPS OF 3W TEFLON TAPE FOR ALL THREADW CONNECTIONS - CONTROLLER SHALL BE PROGRAMMED LICENSE EXPIRATION DATE 5/31/2011 15191232-A747 FAX16191232-4510 CO SO THAT WATER APPLICATION SHALL NOT EXCEED SOIL INFILTRATION RATE OR CAUSE RUN-OFF. APPLICATION Kenned onsultants y_/4anks C - RATE SHALL BE SUFFICIENT TO PREVENT ROOT STRESS. 10920 \oria Frontera, Suite 110 San D California, 92127 aI rXi)-676-3620 0887113 REVISIONS APPROVED DATE REFERENCES DATE BY 5�.W'Y_ tS BENCH MARK SCALE Bli w N I T_2L6R_K I G.28MINI APPROVALS MA CITY OF ENCMITA�$ DRAWING NO. '6) THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS PLANS PREPARED UNDER SUPERVISION OF RECOMM APP MRK PROJECT NO. CCE04F SURVEY 18416.A 3.5"BRASS DISC IN THE MIDDLE OF THE OLIVENHAIIIN < SURVEY CONTROL POINT"1044"AS SHOWN ON RECORD OF NONE city 1?7 SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP HORIZONTAL DATE :Dewmber9 201,0 =P� ........... BY: 0 STATION,LOCATED ON THE NORTH SIDE OF MANCHESTER of 7:01- SEWER PUMP STATION IMPROVEMENT PROMCT LL AVE 65 FEET WESTERLY OF T44E CENTER OF THE MATT A. TEBBETT LEROY BODAS PETER COTA ROBLES W NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. VERTICAL NONE S R.C.E. NO. : C2400T R.C.E. NO. 2 R.C.E. NO. 5217EI IRRIGATION LEGEND AND NOTE S L2 ELEVAITON=34.664 NAVD 88 Encinitas ENGINEER EXP. 12131/11 DATE: /0Z//0 DATE: L1!0�1 SHEET 54 OF 64 CITY DRAwiNG No. cs-610 PERMIT NUMBER 11- CO RTE_ PM AS-BUILT PLANS FOR ROADWAY SAID DIEGUITO WATER DISTRICT FEATURES E CANDABOVEGROUND RECYCLED WATER STANDARD PLAIN NOTES STATE RESENTATIVE DATE 1) ALL WORK SHALL BE DOME IN ACCORDANCE WITH THE WWA_S. STANDARDS 15) ON NEW ON-SITE SYSTEMS, POTABLE WATER, CONSTANT PRESSURE RECYCLED AND SENDER LINES SHALL BE PLACED A MINMUM OF FOUR (4) FEET APART OR AS DIRECTED BY THE GOVERNING 2) DRINKING FICU :z . NS AND' GIB . ` NNG AR GAS SW '; BE V E f t OWY F RZ �c° a . Y A _ EASU X14 K BETWEEN FA SURFACES, NOT PIPE RECYCLED WATER. BEST MANAGE T PRACTICES SHALL BE USED TO IMN E RECYCLED WATER CENTERLINES. ENCROA4M NT ON PUBLIC FACILITIES SUCH AS PICNIC TABLES, BARBECUES, PLAYGROUNDS, ETC. # ) CONSTANT PRESSURE RECYCLED WATER LINES SMALL GROSS AT LEAST TWELVE (12) INCHES BELOW 3) BEST MANAGEMENT PRACTICES SHALL BE USED TO ELI NNATE PONDINQ, IT.U"FF, GVE]RrSIPRAY AND POTABLE WATER L1KES AND SHALL MAINTAIN,AT LEW TWEL1 (12)=ICES CROSSING SEPARATION MISTING. BETWEEN OTHER UT&ITNES. 4) _ , . SA ., ., ECYC?L ., P W" . r TO THE DISTFUCT AND SARI DIES COUNTY DEPARTMENT OF ENVIRONMENTAL HSk:TH. OR LESS THAN T LVE (1s2) INCA BELOW A POTABLE WATER LINE, THEN THE RECYCLED WATER LINE SHALL BE ITT n WITHIN AN APPROVED 1PROTFCTIVEE SLOE PER SAN DIEGO COUNTY 5) O"TE CROSS CONNECTIONS BETWEEN RECYCLED WATER LINES A14D POTABLE LINES ARE STRICTLY DEPAf tRAENT OF ENVNI NMENTAL HEALTH ITS AND REGULATIONS. PROHIBITED. 18) CONTRACT-OR SHALL CONDUCT A CROSS-CONNECTION TEST AMD COVERAGE TEST AS DIRECTED BY 6) NO SUBSTITAiTIONS SUBSTITUTIONS OF PNFE MATERIALS V41LL BE ALLOWED WWI ' T PRIOR APPIRWAL OF THE SAN THE SAN DIEGUITO VATER DISTRICT AN OR THE SAN DIEGO COUNTY DEPARTMENT OF I3I T= ERI1/IRON ," `T 44BA&TH PRIOR ANY- ' . OF REZYCLED VVATER. 7) ALL MAINLINE PIPES S14ALL HAVE WARNING TAPE PER Sid 0*00TO WATER DISTRICT RULES AND 19) THE REQUIRED GROSS-CONNECTION INSPECTION SHALL. BE DONE BY EITHER THE SAN DIEGUITO REGULATIONS. WATER DISTRICT ANWOR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. 8) HOURS FOR IRRIGATION WITH RECYCLED WATER ARE FROM fe.00 P.M. TO 6:00 A.M. THE HOURS FOR 20) THE DESIGN AND LOCATIONS PROPOSED FOR RECYCLED WATER "DO NOT DRINK" SIGNS SHALL BE IRRIGATION WITH DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED BY LOCAL AUTHOFN1TY. CALLED OUT ON THE PLANS. IRRIGATION DURING PUBLIC USE PER WITH DISINFECTED TERTIARYRECYCLED V bII T R_SHAk:L BE - UNDER THE SUPER OM €3F THE DEVONIATED USER SUPERVISOR 21) AN t TER SUPERVISOR SHALLL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL ICE FAM0..IAR WWNTH PLUMBING SYSTEMS WNTHW THE PROPERTY, WITH THE BASIC CONCEPTS OF 9) BURIAL OF ALL WIRING AND PIPING SHALL BE PER SAN DIEGUITO WATER DISTRICT RULES AND BACKFLOW C SSS CONNECTION PROTECTION, THE SAN DIEGUITO WATER DISTRICT RULES AND REGULATIONS. REGULATIONS AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM. 10) NON-DESIGNATED USE AREAS ALL RE PROTECTED FROM CONTACT WITH RECYCLED WATER, IN CASE OF EMERGENCY CONTACT SCOTT WR, SEJPA, AT 760.753.6M gT: 32 WHETHER BY WINDBLOWN, Y OR BY DIRECT APPLICATION THROUGH IRRIGATION OR OTHER USE. NAME PHONE NUMBER LACK OF PRO CT '` F BYZE ' , `' "OR AS . STRICTLY PROHIBITED. AFTER HOURS CONNTACT RANT §ANTE FE SECURITY, AT 800.303.8877 NAME PHONE NUMBER 11) IRRIGATION HEADS SHALL BE RELOCATED OR AMAJ STEND TO PREVENT OVER4SPRAYM ON SIDEVAM.KS, STREETS AND N0N-DES4GkkTE D USE AREAS. 22) ALL PUBLIC AND PRIVATE POTABLE WATER MAINS INCLUDING FIFE MAINS AND ANY WATER WELLS AND WATERCOURSES WITHIN THE RECYCLED WATER PROJECT SHALL BE SHOWN ON THE PLANS. 12) RECYCLED WATER QUICK COUPLING VALVES SI-IAL:L BE OF A TYPE DESIGNED FOR USE ON RECYCLED 23- )- GAU OUT ONLTHERAMIF THEREAREORARE NOT DRINYtINGFOUNITAINS ANDMIRDESIOW7W COUPLER SPIKES) PER SAN DIEGUITO WATER f3ISTRNCT RULE-S AND REGULATIONS. OUTDOOR EATING AREAS ON THE SITE. n 0) 13) ALL RECYCLED WATER APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) $HALL BE 24) EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECYCLED CD COLOR-CODED PURPLE PER AWWWItA GUIDELINES AAM SECTION 116815 OF THE CALIFORNIA HEE TH ARID WATER. PERSONNEL MUST BE INFORMED THAT RECYCLED WATER IS MEANT FOR IRRIGATION � SAFETY CODE. PURPOSES ONLY, AND 46 NOT APPROVED FOR DRINKING PURPOSES, HAND WASHING, CLE=ANING OF TOOLS, ETC. 14) ALL UUMATN I PIPES SHALL T_.. , , ' WTH T+1E W POT COLOR-COM PURPLE AND LAID' S TAPE AM STENCILING TOP 25) A PHYSICAL SEPARATION 'SHALL BE PROVIDED BETWEEN AD04EXT AREA IRRIGATED WIT 34 OF THE TRENCH PER SAN DIEGUfMWATER DISTRICT RULES AND REGULATIONS. WATER AND POTABLE WATER. SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR OT)oMR APPROVED METHODS. ti° ItE sariii��r�il LANDSCAPE Avoid wtOng vnderWound V RN'FY �"„ .' ARCHITECTURE utlti y sus.Its costly. - BAR IS ONE INCH ON URBAN r Call ORS DRAVV04 DESIGN - 1 Or CA�-14© 715 °t" STREET, SUITE 307 1 i1flT ONE f4+1Gh1(N STAN DIEGO;CAUFORNiA 92101 p co OR TH48 SHEET, ADJUST UCD& TO WE: 5/31/2011 6191232.4747 FAx16191 2--4510 1-800-227-2600 SCALE$ACCORDINGLY Kennedy/Jenks Consultants 10920 Via Frontera, Suite 41'0 Safi Diego, Cati#orNa, 821:27 (858)-67 07148 R V►stc APPROVED DATE REFERENCES DATE BENCH MARK �: N QVAIa GlTY � NC -N- -I TAS DRAWNNG NO. THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINtTAS `�, I'IANS PREPAG2E#�UNDER SUPERVi'S10RI OF RECOMME APP VtlOF2K PROJECT NO. CCE04F `-: . . -. . SURVEY CONTROL POMtT"1044"AS SHOWN ON R€CflRf3:OF city �^ _ �[ ,f� O SURVEY 18496.A 3.5"BRASS DISC IN THE MIDDLE OF T14E N NE :�`. v�:.. �° �December�,.201� .. BY S EWE � ,� �T�� ...:. � '. ,"�Vf��T �CT LL HORIZONTAL tom. DATE . BY. In SOUTHERLY EDGE CONCRETE SLAB OF THE OLWENHAIN PUMP ,�, of MATT TTS LEROY SODAS PETER EOTA ROBLES STATION,LOCATED ON THE NORTH SIDE OF MANCHESTER i MATT A. TEBBE 1 1 J R.C.E. NO. : C��p87 1 �+ AVE. 65 FEET WESTERLY OF THE CENTER OF THE NQNE ,+ " `F R.0-E. NO. 22 ,2 R.C.E. NO. 52176 IRRIGATION MOTES NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. VERTICAL . `T ELEVATION=34.664 NAVD 66 Encinitas c l n l t a s ENGINEER EXP. 12131/11 DATE: DATE: I SHEET 55 OF 64 CITY DRAWING NO. CS-610 t — PERMIT NUMBER 1I- CO RTE_ PM AS-BUILT PLANS FOR ROADWAY GEOMETRIC AND ABOVE GROUND FEATURES " STATE RIPIIIESENTATTVE DATE /A8 1" NOTES: A7 2" v, WATER METER LOCATION PER GIV#L DRAWINGS. CONTRACTOR TO VERIFY 31.E �T�CT . IRRIGATION # DIAGRAMMATICALLY T# T PLANTING ARC S WHENEVER I BLE CLARITY / AVOID PLACING EQUWMENT IN FUTURE DRIVEWAY. , ' . TEMPORARY PLAXTING IS INDICATED IN T44€ FUTURE DRIVEWAY AREA. GONTRACTOR SAL INSTALL IRR4GATION ENT TO FUTURE M DRIVEWAY AS S THE L 3 IRRIGATION N=LE5 TO GV �., THE M44ER FOR THE Sy$TfM O PREV.T OW SF Y) * 0 -4 TOTAL - _ * 30 P00-1-80 1 TOTAL - 1 k ` 1 A6 1" 12.85 THE LOCATION OF ALL IRRIGATION S14UT OFF VALVES WT T# CALTRANS 1" RA� WAY SHALL HAVE A WIAM WATER VALE MARKER ( CARFONITE SHUT OFF _ SHOULD READ, "CALT 3 , • , A _ C u AL 1«vim r , - Al i" Ir , '\ DO NOT PLACE VALVES A2 1-1 \ l-1 � HEADS VW#T THIS \' V , AREA. CROSSING �S l 1 CBE IN SLEEVES. n LATERALS < u- SLEEVES �. 4 , r , ([gip /✓ 1 �trz V \ av� itr _ AUTOMATIC ROLLER 'A' 'I2 STATMWfT # RAIN TIPPM BUCKET " r" 'z f , * CONFIRM LAT'I #WWIT RE1T , , G U TINST _ T. _...:_ \, \ \ RECYCLED WALMR WJNQkTION SIGNS SEE, DETAIL , r i >t i„ 118 - AYE 9 q4 p@ ^ : Y r l 1 r Q - r fi3 �. AA Lu 4 1 �{ / Y GRAPHIC SCI i -% - (#N MEET) 11 r / / • ' '' 20 10 0 10 20 40 i 1 INCH - 20 FT POINT OF CONNECTION 6MWWW • ' POINT OF CONNECTION AT METER - SEE C!Vi VERIFY SCALU Z„ METER - SEE CIVIL ork in i 8 4rr a r b i i utlrY•8nas. ea „ LANDSCAPE A c E BAR IS ONE IIaIC}tyI Call ORIGINALDRAV" I�1 41 11:9 n • A � ., r,. DESIGN o jo 0 1 1- X, PRESSURE REDUCING VALVE 4Rl� ©F GA 715 °J" STREET, SUITE 307 IF NOT OW INCH ON 1-1t2" MASTER C °.,. .VALVE.. fir` OR THIS SHEET, ADJUST SAN D1EG0,GAUFORNIA 42101 'o 1-880-227-2604 SCALES ACCORDINGLY 2" FLOW SENOOR. LICENSE EVIPATION DATE: 5/31/2011 414)233 d7di` fracom232-A510 � I Consoltatlt$ *CONFIRM FD E' = ; . , T 1 'rH RESENT ENGINEER 0 40020 Via Frontera, State TI1) o Gm* w,Callfbmia, 912127 PRIOR T4 INSTALLATION O 7113 s R€# A€�P A. €FERENCES ATE ,. R ED >1 Ia Iz BENCH MAF K - I . THE'. �tff•Ff1R THIS S4iRVEY IS THE CITY#?F1 �.. ., - _ SumiEybi NW T4Q1 t>c>wt—lacs"AS SHOVM UPEC4 r� Ci P�#S PREPARED? I II�IflE#� SUPERVISION t F RECflMI IaI � PROJECT#1 C3 NQ. 143 Hu SURVEY 75416.A:3 5"$RASE DISC IN THE-Mit1k�{ TIlE s � �11 U SOUTHERLY EDGE CONCRETE SLAB OF THE OL7Nt�IdEI IN PUMP H�2I2QNTAL ,.-. _ DATE . fiAV$F 9,, 2C1t1 Y. .. BY. - i , _' , ,O ,, LL �!A IMPF � � _.. AV ,6 STATION,LOCATED ON THE FORTH SIDE OO I9ES1'I<fi .., MATT A. T E • ; ETTS LEROY S01P Pf -R COTA ROBLES - - L AVE.,65FEETwESTERLYOFrr1ECErtTEROFT E 1" 20'-0" R.C.E. NO. : 024087 R.C.E. NO. 1 R.C.E. NO. 52176 # �Q NORTHBOUND INTERSTATE HIGMAY 5 FREE4A<A,Y OFF RAMP. VERTICAL SHEET OF ELEVATION=34.654 NAVD 888 J n c i n i t a s ENGINEER EXP. 12/31/11 DATE: DATE: �? . v CITY DRAWING NO. CS-610 PERMIT NUMBER 1I- IMPORTED TOPSOIL OR AMENDED ROCK FREE NATIVE SOIL A AS I TE_FOR AS-BUILT PLANS FOR ROADWAY GEOMETRIC AND ABOVE GROUND FINISHED GRADE FEATURES FINISH GRADE SAND � _ 1 ATTVE DATE , S TREET SURFACE p BACI FR L s P`� e�QC ff I�i i 1 i-ip—� i=f 1= ` 1LS 140E ' ARE 1 I 1=� SAME DETAIL ON T1 LEFT. TREI I MARKER i �p p .:• . .. s+ _�;,._ . . . � O � .• • . - . - .. - TERLINET ... . _ _ • • . . •. . � DIRECT I.I CONTROL WIRE SECT WIRES WITH A PLASTIC TAPE MIN. .: . ;. ':. .. . . -MIN. . EVERY TEN FEET : . LOCATED IN CONDUIT 3.5 FT 241 2° NORMAL J . . •• •, _ ?�� L E TO TELJ LEA OF Ctrl" RADL WhIm PVC OR POTABLE - LINE f . . : ... T: . �.• ,: t- ` TOPSOIL Q P 19tr MIN. LADED NATIVE SOIL 4" MIT. MULTLIPLE PIPE INSTALLATION FOR i LATERAL PIPE ONLY. SEE NOTE 6 BACKFILL 12 INCH MINIMUM RE FOR PRESSURE PIPE. QREQUIRED � TRENCH MARKER VERTICAL SEPARATION — NOTES 1. 1ACK1✓ILL MATERIAL SHALL BE 00hWACTED TO A RELATIVE COMPACTION OF II0°k OR fUfOR1 2. ALL P.V.C. PIPE SI„IALL LAY FREE IN THE TRENCH WITH NO INDUCED STRAIN AND WITH " „ BEDDING MATERIAL RECLAIMED WATER IRRIGATION SUFFICIENT ALLOWANCE FOR EXPANSION AND CONTRACTION AS RECOMMENDED BY THE � MAINLINE IN SLEEVE — MANUFACTURER. P.V.G. COMM IT 0 3.. TALON TAPE., 3W VO ALL BE USED ON ALL T+ ED CONNECTIONS. 4. THE LETTER W SMALL BE STAMPED OR CHISELED ON THE IMPROVEMENT (CURB-SIDEWALK) DIRECT BURIAL ,.. -. DIRECTLY ABOVE THE PRESSURE PIPELINE. CONTROL WIRES NOTES: 5. ALL PLASTIC PRESSURE PIPE UNDER PAVEMENT SHALL BE INSTALLED IN A P.V.C. SLEEVE. ALL RECLAIMED WATER IRRIGATION PIPE AND SLEEVES 6. MINIMUM CLEARANCE BETWEEN PRESSURE PIPES SHALL BE 2 INCHES. ALTERNATE LOCATION OF CONTROL WIRES SHALL BE PURPLE AND LABELED AS SPECIFIED IN THE 7. MINIMUM DEPTH OF COVER OVER PIPE AND WIRE ARE: W.A.S. STANDARDS. PIPE UNDER TRAFFIC LOADS: 36" MINIMUM DEPTH MAIN PRESSURE LINES: 18" MINIMUM DEPTH NOTES: LATERAL NON-PRESSURE LINES: 12" MINIMUM DEPTH 1. BEDDING MATERIAL SHALL HAVE A SAND EQUIVALENT OF 50, MINIMUM. CONTROL WIN=ING: 18" MINIMUM DEPTH 2. PLACE A 3" WIDE RED CONTINUOUS PLASTIC TAPE TRENCH MARKER, CONTROLWRING PIPE UNDER - 91' TO 12"1 BELOW FINISH GRADE, DIRECTLY ABOVE THE DIRECT BURIAL TRAFFIC LOSS: 30"MINIMUM CONTROL WIRE_ 3. LOCATE ALL CONTROL WIRES IN CONDUIT. A LE SERVICE LINE CROS=I ? SETIt L7 NO SCALE NO SCALE 5/8" FROM WIRE o G SLIP LASE SflI 'f 5:3 OVER END OF WIRE ARKY BEA ER TO INSIDE G °PILL A�Y ro 0) c O c4`l N r PUT CRIMP SLEEVE OVER WIRE ENDS. CRIMP SLEEVES CUT OFF EXCESS WIRE. 83 PILL SASE SST OVER g PUSH SEALING PLUG INTO BASE SOCKET � T4c�� rjni c��trb �t Cox b"N"you c" VERIFY SCALES SNAP SEALING PLUG INTO PLACE. PUSH WIRES TO ENIx? OF ° Aw"� "rs� +" , DR] SPLICE B ' I� t Ga �* LANDSCAPE BASE T TO SS uu61y uiias.I9s�96Y. 21 . ARCHITECTURE /+ BAR IS ONE INCH9 ON APPROVED EQUAL - COMPL=ETE SEAL—MG OF C40XW-+CTION Call ORIGINAL DRAMUG URBAN LO ` DESIGN o 0 1 NOTE: q�F 1. 1 $ m `rXd 715 °1" STREET, SUITE 307 ALL SPLICED DES SHALL p;t 10 IF NOT ONE INCH ON SAN DIEGO,CALIFORNIA 92101 oR THIS EET, A@ UST BE IN BOXES. H 1-809-227-2Ii09 SCALESACCORi?WGLY SICEWE EXFq�j DkX; 5/3,1/2}11 6M232-4747 rox44 1912 32-4 51 0 ;? Kennedy/Junks Consultants ARM 'CONNECTOR 1 a 1'092D Via Erontesa, Suilte 110 San Diego, NO SCALE GaliFomla, X27 � nJ { Bj-676-3620 ( 71'#3 N DAM:- REVISOS APPR D DATA i ��NCf MA�K - ANA « LRAWINIG N . O THE B84CHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS -- ,� PLANS PREPARED UNDER S PERVf�OF RE�COMME APP > � VS1t3W PROJECT WO.C.`C.`EAA� � < SURVEY CONTROL POINT"1144"AS SHOWN ON RECORD OF ,yry '�+ (� .SURVEY 48496.A 3:5"BRASS D( IN THE OF THE --. V AS SHOO •D 014 _� ` . , �e HORIZONTAL ....., • DATE . e0e berg, 2 8Y. __ BY. �� EI �; 1 Ft3UTHEFELY EDGE CONCR€TE SLAB OF TT4^i�fl7:9h1ENHA{N PUMP �� .'Si'ATit)N,LOCATED ON THE NORTH SIDE OF 941ANGHESTER - _I O '.. :: LER€�Y BODAS PETER COTA ROBLE . - __ - L 5 MATT A. TE�BETTS C2+1087 R.c.E. NO. z 1 R.C.E. No. s 7� 1 �# fifl 1 AVE.,65 FEET WESTERLY OF THE CENTER OF THE AS SHOWN R.C.E. N0. NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. VERTICAL _ = ENGINEER / /GI ELEVATION=34.664 NAVD 88 E n C 1 n i t EXP. 12/31/11 DATE: - DATE: L SHEET 57 OF 64 CITY DRAWING NO. CS-610 _ 1 PERMIT NUMBER II- FILTER: AM1AD 2" T-SUPER MODEL 2" BALL VALVE CO RTE_ PM REDUCED PRESSURE L( AS-BUILT PLANS FOR ROADWAY 1� " ��- ASSEMBLY � . fifll `1'R1C Al's ABCIVE ErRO3N13 3n SI 11-31 TES's`COCK ON BOTH FEATURES __F —MANUFACT . . . S SIECIFICATI SIDES (TYPICAL) 3" . T AUTOMATIC CONTROLLER CLOCK IN A WEATHERPROOF, P-) TAMPERPROOF, LOCKABLE CASE MOUNTED ON PEDESTAL 3" SHORT NIPPLE : SLOPE AT( !2.*, WNTATWE DATE CONCRETJAWAY INGUARD (TYPICAL BOTH SIDES) NIPPLE-LENGTH PRESSURE FROM COSE PER MANUFACTURER`S SPECIFICATIONS BACKFLOW I BACKFLOW PREVENTER NI REQUIRED —� REGULATOR ALL BE BOLTED TO STIFFENER ENCLOSURE WILOCK ASSEMBLY FINISH /2" X 1 1/2" X 1/4" ANGLE IRON ENCLOSURE UNION GRADE W/ LOCK REFER INTED TO MATCH CASE) BASIC W'I'RING DIAGRAM TO LEGEND UNION (COPPER) WYE UNION DESTAL CAS NIPPLE LENGTH U CONTROLLER w AS REQUIRED 4„ $„ FINISH w STATION — 24 Vim LErADS - GRAD E N GUARD (TYP.) R MfN. j W 84 - C - 3000 CONCRETE U a (MIN 3" ENCASEMENT O 4 DEEP W 470-C-2tIQ0 SME VIEW C N WIRE 470-C-2000 FISH GRADE CONCRETE PAD 8" LC IG AROUND CONDUITS) TO VALVES CONCRETE 2" SIIa�RUB I PAD < ; THRUST BLOCK- E (TYR) NOTES: ° < ! 1! t 5. <. W90DEGREEELL CONTROLLER 1. WHEEZE °` OR MORE CONTROLLERS 1 CUBIC FOOT(TYP.) PVC PIPE CABINET MOUNTED ON COMMON CONCRETE SASE, U PEDESTAL.CASE A MI M OF THREE INCHES SHALL BE 8" LONG NIPPLE 3/4" PVC CONDUIT LEFT BETWEEN CONTROLLER CABINETS. w (T PICAL BOTH � FOR POWER SUPPLY 2. ANCMOR CONTROLLER PEDESTAL TO BASE AS SIDES) PVC SCH 80 FEMALE ADAPTER (TYP) 2" PVC CONDUIT FOR REQUIRED BY MANUFACTURER. NOTES: CONTROL WIRE 3. MAKE ALL ELECTRICAL CONNECTIONS INSIDE 1. ADJUST SHRUB PLANTING TO SCREEN BACKFLOW PREVENTER ASSEMBLY. SLOPE CONCRETE CONTROLLER CABINET. SCH. 40 PVC DRAIN 2. ALL EQUIPMENT INCLUDING UNIONS, ELBOWS AND NIPPLES SHALL BE BRASS.AWAY FROM CONDUITS 4. FOR LOCATION OF SUPPLY CONDUIT AND LINE CONNECT TO P.V.C. SCH. 80 3. CLOSE NIPPLES SHALL NOT BE USED. CONDUCTORS,>� LECTR#BAL PLANS. SANITARY N LINE. FEMALE ADAPTER 1WORGREE VU.. (TYPICAL) 4. TEFLON TRINE 3W WJDE SHALL BE USED A"T F#IdISH GRADE 5. STIFFENERS SHALL B€FABTI�NE�'I T't3CE�IROLLEFt a . . p ® ' NOTES: (TYPICAL) CONCRETE PAD SHALL BE 18" WIDE AND SHALL BE SET 1" ABOVE FINNISH • D PEDESTAL CASES BY 31108"X 3/4" O.N. CAJ�MIUM 5. GRADE IN LAWN AREAS AND 2" ABOVE FINISH GRADE IN SH ; 0 PLATED STOVE BOLTS NOT MORE THAN 12" ON 1. ALL EQUIPMENT SHALL BE INSTALLED PER CITY WATER DEPT. SPECIFICATIONS RUB AREAS. AND DETAILS. 6. BACKFLOW PREVENTER ASSEMBLY SHALL BE TESTED UPON INSTALLATION BY A CENTER (MINIMUM 6 BOLTS PER STIFFENER). 'v 6. CONTROLLER SHALL BE GROUNDED AT POWER 2. ALL EQUIPMENT INCLUDING UNIONS, ELBOWS AND NIPPLES SHALL BE COPPER. CERTIFIED BACKFLOW DEVICE TESTER. CONTRACTOR SHALL PROVIDE THE ENGINEER VALVE CONTROL d a G SUPPLY BY GROUND WIRE. 3. CLOSE NIPPLES SHALL NOT BE USED. WITH WRITTEN TEST RESULTS COMPLETED BY CERTIFIED BACKFLOW TESTER PRIOR (BUSHING) 7. SEE WIRING DIAGRAM FOR CONNECTIONS BETWEEN 4. TEFLON TAPE 3/4„ WIDE SHALL BE USED ON ALL THREADED CONNECTIONS. TO THE BACKFLOW PREVENTER ASSEMBLY'S ACCEPTANCE BY THE LANDSCAPE ARCHITECT. ELEVATION SOIL MOISTURE CONTROL PANEL AND CONTROLLER. 5. CONCRETE PAD SHALL BE 18” WIDE. AUTOMATIC CONTROLLER E EST 2" IN t FILTER ASSEMBLY TAIL RED � PRE A B SUR O LOS PfE� � E MOUNT WITH Al�1OUARO DETAIL No SCALE No SCALE WITH IT� PTTE�7S URE REGULATOR ASSEMBLY NO SCALE 12" NOTES: 1. REFER TO SECTION IO Q0 OF TjjE Q SPECIFICATOM'. SIGHT IS IRRIGIATM V4044 LOCK—ABLE LID 2. SIGNS SHALL BE MANUFACTURED OF ALUMMM SWEET, TH1QKI*W MALL VALVE BOB( FLUSH IN LAVED AREA; BE It f=. (PER SPEC. 1 1"LAWN AREA CN 0281 0 - 2.21) 1 2" SHRUB AREA 3. THE S SHALL INCORPORATE A PURPLE BACKSIROU,ND WITH ATE DO NOT NO TOME DRINC EL AQUA iv CONCRETE VALVE BOX —FLUSH IN PAVED AREA; LETTERS AND S° ° ° S. _ CONTROL WIRES Z 1" IN LAWN AREA; 1'8" LEAD LENGTH y, � MARK COVER "F.S." 4. SIGNS SHALL BE MOUNTED ON A 4"X4" (PIG TAILED) 2" IN SHRUB AREA PRESSURE TREATED POST 36" FROM %.% ICT , ION} _ o FINISHED GRADE. ATTACH THE SIGN PVC UN : . _ ._- RED BRASS TO THE POST USING 1/4!'X 2-1/2" NIPPLE n 0 ANODIZED LAG SCREWS AND 1-1/2" BORDER MOUNTING SCREW "WAS-HERS(2 EACH). TYPICAL ALL D POST RED BRASS ° � , AROUND (SEE NOTE 4) z 90 DEGREE a RED –PVC NIPPLE ELI" ° OF 14 !n I GRADE 1= m- WATERPROOF ,r >� � BLACK a A w 0 ( ') o CONNECTIONS a LL r .I °. LlJ U �� . Z LU A . RED iu o 5 PIPE 10 PIPE BRASS i 1 _ ¢ W I-WiFL NIPPLE --I-- A C Ai>AETERS DIAMETERS f 4' - I• I GRAVEL tNLtN - - W BRICK OR CONCRETE ` . . . Q G SUPPORTS ALL A 6UND ad w YOU 499 A. ON COMPACTED , d Avoid outl(ng underground VERIFY SCALES u88ly unw.Ifs costly. - . °; SUB-SOtL .. .a 4 BAR ISOIINCHON � �' .. LANDSCAPE • PVC ELBOW !� Call ORIGINAL DRAVVM `J `° I 3/4 CU. FT. 470-C-2M 4 FLO I SENSE (HI TIER) ) CONCRETE a ARCHITECTURE _ g (AS REQ'D, a. ® 0 1 URBAN r— PVC FEMALE FLOW SENSOR PIPE �`� 12 1 � DESIGN o Ln IF NOT ONE INCH ON 8„ ADAPTER SCH 80 PVC REDUCER lF © OILt � - 715 °J° STREET, SUITE 307 OR THIS SHEET, ADJUST DIN L �Ri t� LANE. SAN DIEGO CAUF(JRNIA 921{Il 1-8,00-227-26QO sGALES ReCQRDiNt3LY p t p i , �iY L ATE( IRRI \ ,® '` 6 •• MA 1 E �O �//°1 ,� 1 Ai FLOW ON-OW SA11M1 ti19I232-47A7 FAZ#bi9I232.4510 �n�ed�/,<1-�n1 �c� Ifi�Ir� SENSOR DETAIL E I= 10920 Via Fron#era, Sulte 110 NO �E San Diego, California, 92127 IJO SCALE NO SCALE Es5$)-s7s-3s2o 0 0137113 REVISIONS APPROVED DATE REFERENCES DATE 89 CI MARK _ SCALE RI I RAN "'BY ."c 1�K QRRBINI APPROVAL S QTY OF fk f�C l l''+�I TAB _ p THE BENCHMARK FOR THIS SURVEY H THE CITY OF ENCINrfAS � .,,.. 4 PLANS PREPARED UNDER SUPERVISION OF RECO DRAWING NO. U SURVEY CONTROL POINT"4g44"AS SHOWN ON RECORD OF city t SURVEY 18416.A 3.5"BRASS DISC IN THE MIDDLE OF THE A$ SHOWN t, A ME WORK PROJECT NO. CCE04F - p SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP HORIZONTAL "�" " �+ C© ® ■� �-+ /,�4k +.� ' - _ M ©f DATE :Decerraber9, 2010 BY: BY, JEER rU1�1P a?TfiRT O STATION,LOCATED ON THE NORTH SIDE OF MANCHESTER LEROY BODRS ■ «,� � f LL AVE.,65 FEET WESTERLY OF THE CENTER OF THE �t G MATT A. TE �ETTS PETER C4TAR LE -g f + 1 L{"� � NORTHBOUND INTERSTATE HIGHWAYSFREEWAY OFF RAMP. VERTICAL A`S SHOWN +, -` f� R.C.E. NO. : C24087 R.C.E. NO. 22 12 R.C.E. NO. 176 IRRIGA 'M D i AILS 11 �+ ELEVATION=34.864 NAVD 88 f( Encinitas ENGINEER EXP. 12/31/11 DATE: �•f' �� DATE: SHEET 58 OF n A CITY DRAWING NO. CS-610 PERMIT NUMBER 11- CO RTE_ PM _.-. SEE 4LLB,,T PLC FOR ROADWAY IX ;: NO�'ES GEOMETRIC AND ABOVE GROUND 10" DIA. VALVE BOX 1"VALVE 1 & 2 COUPLER MATURES 12" x 17"METER OX: 1-1/2" & 2"VALVES KEY ALL LOS SHALL BE MARKED"MATER". DOUBLE STATE REPRESENTATIVE DATE SEE SPECS. c*9 LUG _ r o RED BRASS KAISER LU BOXES: co ® CN 1'0" CIA. VALVE BOX: 1" VALVE W . :BRASS LING � � 12' x 17"' METER BOX: 1-1f2" & 2" VALVS a ICS EE HAVE DECAt 'THAT ' `" FLUSH IN PAVED AREA; SALT $CATER SHUTOFF. LUGS VALVE X _.. 1" LAWN AREA; -- FLUB �PAVED ARIAS; RI=O BRASS 90 ELBOW REPLACEABLE � SPECS 2" SHRUB AREA GATE VALVE tl1tITH 1" LAiM�1 AREAS; e PVC ELBOW 2" SNUB AREAS ° < OR TEE CROSS HANDLE FLUSH{,N PAVED AREAS; 1 LAWN AREA; A 4 470-C-2000 CONCRETE — 2"SHRUB AREA ASS ® 1/2 CU. FT. MINIMUM KE'Y FOR o FLOW CONTROL - = vi AUTOMATIC — STE`M BALL VALVE 2- 9/2' MIN. K NIPPLE, r - f Fss LOCK TOP t1. CONTROL W PVC 8" LONG o «1 TAPE TO PIPE _ _ MANL CL Ix1 UNION LU a UNION � -' ' PVC UNi ' . BLEB a1 z rn - NOTES: v SCREW NIPPLES('fYP.) w 1) QUICK COUPLER VALVES IN LAWN AREAS SHALL BE SET AT GRADE. LU LU vi � #� BRASS COUPLINGS 2) WICK COUPLER VALVES IN 'SHRUB AREAS SHALL BE SET AT 2"ABOVE GRADE. of co � TYP.) 3) DIMENSIONS OF CONCRETE ARE MINIMUMS. w PVC NIPPLE w N 4) CLOSE NIPPLES SHALL NOT BE USED. (TYP-) Z SCH. 0 Z zi 04 5) QUICK COUPLER VALVES SHALL BE OF A TYPE APPROVED FOR RECYCLED WATER USE PVC ELBOW 2 RISER o (AS REaD.) mo I N a n a ,£ c d 41, 4„ d . w d' MALE ADAPTER ' ,1 a (T Y P.) 1 CU.FT PEA A q ° GRAVEL SUMP PVC ELBOW OR TEE BRICK OR CONCRETE SUPPORTS ALL 4 MIN. 1 CU. FT. MIN. 1 CU. FT. AROUND ON COMPACTED SUBSOIL. � d d PVC FEMALE ADAPTER PEA VEL SUMP PEA GRAVEL SUMP PVC ELBOW(AS REQUIRED) ° ' WITH BUSHING REDUCER BRICIf OR CONCRETE SUPPORTS NOTES MAdN PRESSURE LINE BRICK OR CONCRETE SUPPORTS ALL AROUND ON ACTED 1. ALL NIPPLES SHALL BE PVC SCHEDULE 80 . RED BRAS NIPPLE, 8" LONG MAINLINE FITTKNG �� ALL AROUND ON C@NIPACT€ h9A#I�I PRESSURE LINE SUB-Soil- 2. CLOSE NIPPLES S1 IAL.L NOT BE USED. 3. ALL FITTINGS SHALL BE PVC SCHEDULE 40. COUP- Lif 17 , � .. ,, E T C . VAS. DETM NO SCALE NO SCALE NO SCALE WALK IS, CURBS, PAVING, OR OTHER CONCRETE IMPROVEMENTS 17'POPAJP 4* IMF ALLOV#J4CE FOR 10"' M MI.�M LAYER OF MULCH d'. d A ' e - ° d 2 sj *TEFLON TAPE ALL JOINTS w o D FI E J o PVC LATERAL LAW w o ST1EIrT ALL cZq (MIPT X FIPT) PVC TEE tL (REDUCING IF REQ.) I SCMIEQUIAi W T M INLET ) - STREET ELLS (F#PT X MIP'T) � Go4ini ffGarkini .u �r , VERIFY � ' -" LANDSCAPE Avoid *"Og,�urxl - ucuuy II�®s. SIDE PIPING &PITT PER vil'�I*OF POP-UP INLET: "' T " - A R C H I fi€E i U R E BAR 1S ONE I1N1C14 ON Gail ORIGINAL DRAW1N0 SEAR DR - W II ET,ELLS& NIPPLES URBAN rrl- 0 = 1 'SPRAY - 112" INLET, ELLS S � ..._,I k� DESIGN C- #F NOT ONE INCH ON iR OF c ALA 715 "J- STREET, SUITE 307 c OR TH#S SHEET,ADdvfpT � "'�TREAM r0i SAN f?IS00,CAUFORNIA 93101 14=-227-26M SCALES aCCURD N LY B _ •• am 5/31. . 1 41"232-47A7 4619}232-ASIO 411 ( j�C 21i�(S cOf1S POP-UP DETAIL NO SCALE 10920 Via Frontera, Suite 110 San Diego, Califomift, 92127 cy (858)-676-9620 O88711 0 REVISION$ APPREWED DATE REFERENCES DATE K SCALE APPROVALS :R#=KHAN . �}£,. , _ ` �## ��1( ��1��T�� DRAWlIS* NO. U THE BENCHMARK FOR THIS SURVEY IS THE CITY OF GNCINITAS '' .' .. . PIANS PREPAY L� I=R SUPEI�VI I�I1I OF RI"C A 1. '.EEC::' � cif PRf�.tEC'F NIA. CC�'0�1= - ` Q SURVEY CONTROL POINT'1044-AS SHOWN ON RECORD OF city `�. (,J -SURVEY 14946.A 3.5"BRASS DISC IN THE MiD[)LE#THE - AS 51�IOtflIP1 / '• '• ,, : : s PUMP ' . ++ O ,f. DATE :Demnbyr9,201D BY: 8Y: S M wSTAT ' V PR CT 7 SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN PUMP HORIZONTAL i s ryr � 0{' ,; LEROY BQDRsS PET} R COT# RO�1=5 . ' U- SOUTHERLY LOCATED ON THENORTH SIDE OF MANCHESTER 1 _.... AEVE..65FEET S''i£RL?fOFTliECENTEROFTiiE : .� ' f' TT A. TE TT R.C.E.NO. : =NORTHBOUND INTERSTATE HIGHWAY 5 FRE-EMY OFF RAMP. VERTICAL A` •` - R.G.E. N0. R.C.E.Na • ', "� :ELEVATION-=39.ss9 NAVD ea w. ' Encinitas : .. ENGINEER EXP. 12/31/11 DATE: � �� DATE: a '� ----.=•�°' SHEET 59 OF 64 CITY DRAWING NO. CS-610 PERMIT NUMBER 1I- CE RTE_ PM AS-BLUT PLANS FOR ROADWAY - _ GEOMETRIC AND ABOVE GROUND FEATURES PLANT MATERIAL LEGEND STATE tom' ENTATIVE DATE MINIMUM GRAPHIC SYMBOL ABBREVIATION BOTANICAL NAME COMMON NAME SSE AND SP HEIGHT REMARKS t TA& DWG PLANTI NG NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND UTILITIES. TREES 2. THE LANDSCAPE CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM ALL BUILDINGS , GOOD A D i Lit AND STRUCTURES. LANDSCAPE ARC FINISH D AT A MINIMUM OF 2%. POP. ERE. POPULUS FREMONTtI 1tI ,STERLV COTTONWOOD I 95 4 X 2 � STANDARD & STRAIGHT TRUNK, FULL HEAD, G � ILL CALIPER, STAKE. 3. LANDSCAPE AREAS SHALL BE FINISH GRADED TO REMOVE ROCKS ONE INCH AND LARGER AND EXCESS SOIL. CONTRACTOR SHALL STOCKPILE EXCESS 804L AND HAUL AWAY AT ENO OF -- --- --- -- ---- - PROJECT. SAM. MEX. SAMBUCUS MIEXICANA MEXICAN ELDERBERRY 15 GAL. 3' X2' a; FULL AND BUSHY TO FUND, GOOD COLOR A, D I L10 O i ® 4. FINISH SOIL SHALL BE 2 INCHES BELOW TOP OF PAVING IN PLANTING AREAS. 5. THE RECOMMENDATIONS OF THE SOILS REPORT FOR AMENDING SOIL SMALL SUPERSEDE THE RECOMMENDATIONS LISA IN THE SPEC4FICATIONS. CONTRACTOR SHALL SUBMIT AN SHRUBS AGMCULTtJRAL SUfTASILITY AND FERTILITY ANALYSIS OF REPRESENTATIVE SOIL SAMPLES TO THE LANDSCAPE -0 ITE T :A TO ANY TINT . CEP. `CON C .EA TS 'CONGA' C�#O 5 GAL. 8" X8" FULL & BUSHY TID NI3, COLOR. B L10 6. ALL PLANT MATERIAL SHALL BE ARC3WI:D BY THE LANDSCAPE ARCHITECT AND (TIER'S REPRE PRIOR TO PLANTING. ALL PLANT MATERIAL NOT APPROVED SHALL BE REMOVED CIA. 'HU CEANOTHUS `#HEART'S DESIRE' HEART'S DESIRE' CEANOT 4US 1 GAL. 8" X 9' SHRUB FORM; FULL & BUSHY TO GROUND, GOOD B L10 FROM THE SITE. -- - - -- - - -- - - --- --CfQLOR MINIMUM 3-4 STEMS „ i 7. PLACEMENT OF PLANT MATERIAL SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT AND Q ERI. FAS ERIOGONUM FASCICULATUM CALIFORNIA BUCKWHEAT 1 GAL. 8X8' FULL & BUSHY TO GROUND, GOOD COLOR. B L 0 OWNER'S REPRESENTATIVE PRIOR TO EXCAVATION FOR HOLES. t SAN EGO MARSH ELDER 1 GAL. 10" X 6' FULL & BUSHY TO GROUND, GOOD COLOR. B L10 8. TREES SHALL BE LOCATED A MUM OF 5 FEET FROM STRUCTURES. CENTER OF SHRUBS AND O TVA. HAY. TVA kIAYESIANA DI. _-- - _ ---_-_-- ______.---_ GROUNDGOVER SHALL BE LOCATED A MINIMUM AND DISTANCE OF 24 INCHES FROM - — — T WALLS AND GO _ T S. ' ' L JM APPROVED Y LANDSCAPE MAL. FAS. MALA1 ' FASCIO", L I + 5 GAL. ; 8"X 4" I FULL & 8tW4Y TO GROUND, GOW COLOR. I S I Lie A-RCI#TECT AND 'S* ` tNE 1 T LLA T ,. g. LOCATE AND ALIGN DOUBLE STAKES FOR TREES PERPENDICULAR TO I REVA#L#N 1{ IP#DS. MIR. BIG. MIRABILIS BIGELOVII DESERT FOUR O"CLOCK 1 GAL. 8" X 6 FULL & BUSHY TO GROUND, GOOD COLOR, B L10 10. PLACE A 2 INCH LAYER OF BARK MULCH IN ALL SHRUB AND GROUNDCOVER AREAS. DO NOT PLACE O MYR. CAL. MYRICA CALIFORNICA PACIFIC /1/AX MYRTLE 5 GAL. 4' X 2 SHRUB FORM, FULL & BUS III TO GOAD B L1fl BARK MULCH ON SLOPES GREATER THAN THREE TO ONE (3:1). COLOR- B 1 11. THE MAINTENANCE PERIOD WILL BEGIN ONLY UPON ACCEPTANCE IN WRITING BY THE LANDSCAPE O RHU. TNT. RHUS INTEGRIFOLIA LEMONADE BERRY 5,GAL. 3 X 2 FULL & BUSHY TO GROUND, GOOD COLOR. L 0 ARCHITECT AND THE OWNER. SAL. CLE. SALVIA CLEVELAfII CLEVELAND SAS 1 GAL. i 12"X. 12 FULL & BUS HY TO GROUND, GOOD COLOR. B � L10 12. QUANTITIES S- J1 #Q PLANTING FOR THE G � ENCE OF THE CONTRACTO R. R. - - _ =- -- - SYMI S IN3IvATED SLPE1 IT 'SHOWN. - - - - - - ---- PLANT Op SPH. AMP. SPHAERALGEA AMBIGUA DESERT MALLOW 1 GAL. 8" X IT" FULL CLUMPS, GOOD COLOR, VIGOROUS B 1-10 13. CONTRACTOR SHALL INSTALL ROOT BARRIERS FOR ALL TREES WHICH ARE LOCATED WITHIN 5 FEET OF ANY HARDSCAPE, PAVEMENT OR CURB. EXTEND 8 FEET FROM CENTERLINE OF TREE IN GRASSES AND GRASSLIKE BOTH DIRECTIONS ALONG CONCRETE IMPROVEMENT (A SINGLE LENGTH OF ROOTGUARD FOR A SINGLE TREE WOULD BE 16 FEET). ACH. MIL. ACHILLEA MILLEFOL#UM COMMON YARROW 1 GAL. 4" X 4" FULL CLUMPS, GOOD COLOR, VIGOROUS B L10 p ARL PUR. ARISTIDA PURPUREA PURPLE THREE AWN 1 GAL. 6" X 4" FULL CLUMPS, GOOD COLOR, VIGOROUS B L10 -- - -- - ---- -----r----- - - - - --- -- - - -- - - - T -- CONST UC NOTES CAR. PRA. CAREX PRAEGRACIL.IS CALIFORNIA FIELD SEDGE 1 GAL. 4" X 4" FULL CLUMPS, GOOD COLOR, VIGOROUS B L10 1. ALL LANDSCAPE AND IRRIGATION SHALL CONFORM TO THE CITY OF ENCINITAS, CALIFORNIA WATER EFFICIENT LANDSCAPE PROGRAM CHAPTER 23.26 AND ALL OTHER APPLICABLE CITY AND REGIONAL JUN. PAT. JUNCUS PATEN CALIFORNIA GREY 1 GAL. 10 X 4 j FULL GL S, GOOIO COLOR, VIGOROUS B L10 STANDARDS FOR LANDSCAPE INSTALLATION. „ ., ,--- 2. EXCEPT AS OTHERWISE INDICATED, THE CONTRACTOR SHALL COMPLY NTH THE LATEST ADOPTED 0 MUH. RIG. MUHLENBERGIA RIGENS DEER GRASS 1 GAL. 6" X v, FULL CLUMPS, GOOD COLOR, VIGOROUS B L10 EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLICATIONS FOR PUBLIC WORKS CONSTRUCTION (SSPWC) TOGETHER WITH THE LATEST ADOPTED EDITIONS OF THE REGIONAL AND CITY OF ENCINITAS SUPPLEMENT AMENDMENTS VINES 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND a CAL. MAC. Y15 EGIA MACROSTEGIA'ANAICAPA PW ISLAND MORAM, GLORY GAL. SPREADIW VIM. FULL&BUSHY TO QiROIJND, C 1-1$ UTILITIES. N SECURE TO ADM ENT SURFACE. o 4. THE CONTRACTOR SHALL REFER TO ENGINEER'S DRAWING FOR SPOT ELEVATIONS AND (mil-SITE N_ DRAINAGE. o N CONSTRUCTION MATERIjkILLEGEND 5. ALL DIMENSIONS ARE TO THE FACE OF CURB AND FACE OF WALL UNLESS INDICATED OTHERWISE. �d SYMBOL DESCRIPTION MANUFACTURER/ MODEL COLOR /FINISHES REMARKS DETAIL DWG 6. FINISH GRADE SHALL BE THREE INCHES (3")BELOW CONCRETE FLAT WORK FOR BARK MULCH AREAS w _ AND FOUR INCHES (4") BELOW CONCRETE FLAT WORK FOR DECOMPOSED GRANITE AREAS. Y - DECOMPOSED GRANITE SURFACE SHALL BE FLUSH WITH ADJACENT SURFACE AND COMPOSITION . , T APPROVED E AL BOULDER STYLE: 'SIERRA' PLACE FILTER FABRIC UNDER ALL COBBLE AREAS. F L1fl GRANITIC ICED SOUTHWEST BOULDER & STONE (OR A QIJ ) HEADER BOARD TO MINIMIZE TRIPPING HAZARD. FINISH GRADE OF UNIMPROVED DIRT AREAS SHALL BOULDERS 5002 2nd STREET SIZE: 18-24" (50%) SECURE EDGES WITH JUTE MAT STAPLES AT BE A MINIMUM OF ONE (1") INCH BELOW CONCRETE IMPROVEMENT. FALL.BROOK, CA 92028 24-36" (25%) CQRN ERS AND A MINIMUM OF T SPAGING ALONG TELE: (760)451-3333 36-48"(25%) EDP. MIN. TREE/IMPROVIEMENT SEPARATION DISTANCE: TRAFFIC SIGNAL/ STOP SIGN - 20 FEET UNDER ROUNG� UTILITY LINES - 5 FEET , U' VERIFY SCALES SEWERS - 10 ETTI UTILITY STRUCTURES - 10 FEET � E� . � �'�r z��"�ar�iini a �T� %� LANDSCAPE Uww Imes.ICs eesw. $AR 1a 3N# INCH ON ARCHITECTURE a DRIVEWAYS - 10 FEET URBAN G- W] ORIGMAi_i3RAV4M DESIGN C 0 a 1 QE � 715 "J' STR€ET, SUITE 307 If NOT ONE INCH ON SAN DIEGO,CALIFORNIA 92101 0 OR THIS SHEET, ADJUST LICEiISE EpIRATI DAJE- 5/31/2011 4191232.4747 raJ619 1232-4510 �a 1-800 227-2600' SCALE$ACCORDINGLY 1002, Q Via Fr©ntera, Suite 110 0 San biegQ, California, 92427 'a&1): X620 #3T33$�9 43 v - - A ASR' DATE RFFERi;NCES DATE BENCH MARX-7-1 APPROVAL$ 1T " n - DRAWIN N�Q. RI= SII�#iJS APPROVED � � .... .. ,... .. K - - _. _ . � . ._ A , _- ENCHMARRFQRTwISSURVEYISTHE( . eAAS APR . D; SLIPERVISEONOF F� - CQf3TRO1 POIPtT°tQA4°AS 5HOWN�13?E � �, �� b .- ,.,..» .. ! .ASV kr. SURVEY 38k38 A 3.5 BRASS DISC IN THE MIDDLE OF THE - _ _, �. 2 .® _. .. N; ._ .� .,,. I�eeer�tbec , .Q BY. ' TA`�`f VN f ". �.,�, � : " DATE . eY. HORIZONTAL � .,; ,A,;4sg In SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAIN-P41P - .: 'I,*T',. 5' _ - ..:.•STATION LOCATED ON THE NORTH SIDE OF MANCHESTER Y O. 2;T *S . 62 I `I='fib GATT A TEBBETTS R.C.E. Np. : R67 ^± i ('+C[�.� , AVE.,65 PEST Y�3TERLY OF THE CENTER OF THE NONE '... .. _. R.C.E.R.C� NOS j�'12 R.C.E.R.C.)•=. NO. ��7� �f�f�F 1 1' "5:3 LEGEND C 1 Y� NOTES ELEVATION-34AS4 NAVD 8$HtGHWAY 5 FREEWAYUFF RAMP. VERTICAL ..x Encinitas ENGINEER EXP 12/.3,1/ 1 DATE: IJ' ' DATE: SHEET FAO OF �4 CITY DRAWING NO CS 610 I PERMIT NUMBER 11- CO RTE_ PM AS-BUILT PLANS FOR ROADWAY GEOMETRIC AND ABOVE GROUND EATURES - _ S RHJ iNT � pi 5 GAL 5 GAL , n 15 w `` A SAMMEEX 58 MIIR MG a x _ a' 1 , 1 GAL `l 1 i , "S 6 h P - )){�qq _ t1 �� v , \ .im 15 GAL Y, 11 SAL CLE "- y ti T` J III 5 GAL , „ �. ,✓ c� } — _ rt ir: 1 CtII : \ , f v s In 1- 1, 1 t 2flI EAS JIB PAT 1GAL I GAL s _ z1, 2D711 BRA �n t 1 G 1 *6 In. 215 AffiA1 RIG s{� 1 w t, 192 C CAL MAr. -- � y 1 a S #� C i= � > < _ �Ier Csv 237 ACM U& GRAPHIC SCALE , ul i 1 CAL r (IN FEET) 20 10 0 18 20 40 s 32 ARI PUR — 41111111111111 wl _r,1 INC44= 1 1< 1 CAL f r Griix �� rbim COX:_ a+04 VERIFY SCALES � AVOW suttineanEler9rauna ufdKyy Nnes.ICs cos*. LANDSCAPE BAR IS ONE INCH ON 1 ARCHITECTURE a Call, ORIGINAL DRAMS URBAN DESIGN IB o IF NOT ONE INCH ON Q \ 715 "J" STREET, SUITE 307 OR THIS SHEET,ADJUST SAN DIEGO,CALIFORNIA 92101 0 1-800-227-26,00 SCALES ACCORDINGLY E-MTIOD! '0W 4/W_ 1 619)232d7A7 cucl514 1232-4510 Kennev,l' " Consultants 10920 Via Fronta 'a, Suite 110 San Diego, Califemia, 92127 ($5Bj-ST�i*� fD 0887113 m REVISIONS REFERENCES APPROVED DATE REFERE C S L}AT€ �NH SCALE inl.Rl 4N I 7.C` EV1N1 APPROVALS CITY - {ITAaS DRAWING N{ U THE BENCHMARK FOR THIS T*10W AS H WN ON OF F AS ,r CItv PLANS PREPAR€D UNDER SUPERVISION OF RECOMM - AF'f� EU�.- - WORK PROJECT NO. CCEW H,,} Q SURVEY CONTROL POINT DISCS'SH E SHOWN E OF T RECORD OF r °s} „ `` ... Q C� 'E1 IFIAI i SURVEY LYE AEC CONCRETE SL iN F MIDDLEOFTHE 1"- 20'—,0" f x,„. December 9, 2010 =`[.--- . ,. O SOUTHERLY EDGE CONCRETE SLAB OF THE OLIVENHAtN PUMP HORIZONTAL ry DATE BY: BY: SEWER P STATION IMPROVEMENT CT {/+�� U- STATION,LOCATED ON THE NORTH SIDE OF MANCHESTER { O 1 -- �7 AVE 65 FEET NORTHBOUND INTERSTATE�ESTWESTERLY O HIGHWAY CENTER s FREEWAY THE Hr OFF RAaea. VERTICAL V,= 20'-0” I MATT A. TESBETTS LEROY BODAS PETER COTA ROBLES � q � /� V R.C.E. NO. : C24087 R.C.E. NO R.C.E NO. 176 PLANTING P l ELEVATION=346U NAVD 88 Encinitas ENGINEER EXP. 12/31111 DATE:f , DATE: wfA4 A.0 / SHEET 61 OF 64 CITY DRAWING NO. CS-610 PERMIT NUMBER i I- CO RTE_ PM AS-BUILT PUSS FOR ROADWAY GE10ME`1W AND ABOVE GROUND 4, FEATURES FENCE SAI _ .-, _ .�i DATE NAIL TO STAB WITH DOUBLE HEADED NAIL BEAD VINE AND SECURE TO FENCE BY-OUTDOOR SEASONS, APPROVED EQUAL ( SIDEWALKMAINTENANCE STRIP SET ROOTBALL DIRECTLY °r 1 ADJACENT TO FENCE TREE PLANTING S" MAX ? BACKFILL FINISH GRADE TREE TIE ENLAIRGEfilENT TREE STAID FINISH GRADE 2-1/2" DIA. X 1-0 �1 1 ft4 ALE AT EXISTING 'ST" PLANTING TABLETS; SLOPE (WHERE APPLICABLE) PLACE SWAY BETWEEN # OQTSALL& RN. GRADE FINISH GRADE AT � ACTED SUBGRADE W BERM FOR SLOPE AREA CONCRETE ROOT CONTROL BARRIER WATERING BASIN (WHERE APPLICABLE) O1�NT NOTE: FINISH GRADE 4. TOP OF �BUST BE AT FINISH GRADE. SHRUB WATERING WIN 2. INSTALL MER WITH RIBS F` THE TREE, -; PLANTING TABLETS (SEE SPECIFICATIONS)4 e 2% AND PER MANUFACTURER'S RE MATRONS PECI' O TOP OF CM RB 1 € I TV OR<E . KMA TE E A BACK-FILL STRIP ROOT � ! BALL _ F!LA1V0 ILL NOTE: R ° i — (PUDDLEAM SETTLE o AInfTIN Oil F1Nl ti ROOTBALL T 3" BEL S TRAC ° TO SET PLANT AT I=- ROOTBALL „ TOR SMALL SET ° TABLETS: d GRADE VINES 1 ABOVE SE; .� FINISH GRADE) 0. , SURROUNDING GRADE j 1 PLANTING BACKFILL AND DRAIN A MIN OF 2% NATIVE OR NON-NATIVE; ( AWAY FROM ROOT CROWN GROUND LOCKS '. r 2 X ROOTBALL _ I SEE PLANTING NOTES) MUST FACE TREE 2X SIDEWALKWAINTENANCE STRIP APPLICATION ROOTBALL WIDTH ., VINE PLANTING AT FENCE DETAIL ROOT BIER 1 SIDE INSTALLATION TREE PILT�� DOUBLE �T �L�� PLANTING DETAIL NO SCALE NO SCALE NO SCALE Q DETAIL NOT TO SCALE DETAIL _ " -48" DIA. BOULDERS,'112 IED IN SOIL. REFER TO LANDSCAPE CONST. LEGEND FOR I VAf WTY OF 01 DAM I f PW JIMAIRR TOP Of COBLE co a FILTER F I ICr VAC ON GRADE 1 (MkOA� N QAAPP RAVED EQUAL) 1. IFINIBH GRADE SMALL BE 3" BELOW TOP OF CURB IN CGOBLE AREA AMD " BELOW BELOW IN PLANTING AREA. E DETAIL ' T USED, _ BOULDER DETAIL NO SCALE SCALE: 3lW' = 1'- 9' �piIQS ' - LANDSCAPE VEWY SCALES ARCHITECTURE a .#'sa)ao* BAR IS ONIE INCH -ON URBAN ti Cal] ORIGINAL DRAB �� 1 �� D E S I G N 51 Is 0 1 ©} clk 715 "J° STREET, SUITE 307 IF NOT ONE INCH ON n SAN'DIEGO,CAUFORI*11;4 92101 .o OR THIS SHEET,Al J 7 UI IRAT= DATE 1 f 11 6191232-4747 FAx,16I91232651D m 1-800-22'7-261DO SCALES ACCORDINGLY i 10,920 Via Frontera, Suite 110 0 San DiWo, Califomia, 92127 (' 58)-676.3621 n _ . SKOJS APP E-D DATE REFERENCES DATE BENCH W SCALE IRI KMAN 3.0 ',13 G f,ARBI-I APPROVALS CITY OF ENCI' IT DRANK NO. R COMM D WORK PROJECT NO. CCE04F 4 THE B$NCIAMARK FOR mis SURVEY Is THE clrY OFENOINITA$ Cl PLANS PREPAID UNDER SUPERVISION OF E v .. BEY CONTROL POINT"1,0"'AS SHOWN ON RIECORDOF �7 : , -. - c O VEY A446.A 3.5"BRASS DISC IN THE MIDDLE OF THE ,. .Q Ir1. '`10 .''`r �, - s ! . ,` „, z tl HORIZONTAL A SI 1 GAT€ . eke ow , 24_ BY. BY. S , _ i , ` " � w+ * + to SOUTHERLY EDGE CONCRETE SLAB OF THE OUVENMN PUMP 0 MATT p LERLiY B®QA.�i` PETER COTA ROBLEB 1 U STATION,LOCATED ON THE NORTH SIDE OF MANCHESTER MA 1 A. TEBBETT�j'' R.C.E. . : C 4087 '�* AVE,65 FEETWESTERLY OF THE CENTER OF THE AS i. . . R.C.E. NO. 2 .312 R.C.E. NO. 52176 PLANTING DETAILS AILS NORTH80UNO INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. VERTICAL Encinitas ENGINEER EXP. -.. �� 1 s DATE: ,� DATE: SHEET C2 OF 04 ELEVATION-34-664 NAVE)68 12/31/11 _ CITY DRAWING NO. CS-610 90 R NDT—S PERMIT NUMBER 11- .,_° �. � ) , i t;� � RTEANS FOR L ALL MW ANQ MATERIALS � *%#;LY WTH rHE CALIF4SW MANL ON UNIFORM spt' 0-> - TRAF3TC f1A11TRC.YS QE1A6 LA MST Et3V710Y1; CAL7RAAIS S1A FAIN T12, AND 1WE %,i ': ABOVE GROUND III, 1RAfrTC t YlITRaC �4TCW MANIJAL,A LAMYr aV- GEOMETRIC AND ROADWAY 1t ( t ALL Y AAA SYIALL w "4NUAL aV UNIFCXt'M TRAFFIC eavw t 9 (MU=), LA- r MOM. ,�{ STATE REPRESENTATIVE DATE 3 THE ACrOR SHALL PROWE A1= 7V ALL AD44aWT 5I$WS= PJRM &ME_S3 HWRS ANQ ALL RE5/Qim= Nwlir Z hw2A w av rmw Rum 4. ALL COAKIC7TNG SIRPIA49 .SMALL SE REMOI BY Jr �;1 ASTTAICa 5 ALL S �L BE A FLEC+'T- ' AAV SrAACDAA?D " % % T y i i Jill l 6 ALL QE4+WEA.7aR$ $TALL BE 28" MA"Wj4wTA&& AMW7WED AND r>AIiiI ERECT IN 7NE INDICATED PO, FWV A ALL AAV EP, R OR aaiW AS NEC'E$sARY ro meEWR r,E 7,W7R A " ,% N ' ZX T $TEEL Ali, 4NPWW W, A=fW4`7 S UU=f XVRKh W-1 Svav A At Or 40* BAY NY AVYANCr brf ' SI PLAANQ "` " a 7TirE CY =,4 ... 1 % X111% t &ARICAD AN D AA Ei l %% \ Q t� +J& WE l -� � % _ I lief wSTALIa IF"d Ark % DEYI r IS AWT L 1 !r, BE aR REMOVED. , Q i 1 fN SUCH A ," � Slow LITRE AS AiA 'NrPRQPERTY - � TT ( THE f1OW ARFi DPI Ott - 7RAFF G SYGM% ar SARRICALM t MAY BE m0 - /N ' 'SYALC BE RESPW$18LE Fae THE PLA r ..a< ANY RE S4FETY r0' THE PUBLIC AT ALL 77A DURWO i „ j 1 � i ~ • t ;3 : r AS. Wes' * z • 12. EXAC LltCA ITaV * � ,� > � �'�. � EN EE 16,4SED 141MV Cam ,, X TALL N®r ° , � - - -- TREE, U 7L1rY P+ 1RAfF1C l ,1 f >?ldLt BE RE SAL PAWAAP AND S7RPIND a�ERAnowsc 4 C3lJ 14. ALL #OW � COVFaW M TfIE OTY AAV SrA r 1��FRX714V ORDERS � -� - : ? � C30 del! tlET 21 15. TRAFT7L' LAAgS .ALL HAIL A A�t�q�GIM a' S FEET C�k' f a F�YCA;t/ATTaYa � -__ --_"_ ,, �.,__ i �. 1 � t _..: . ------ 1S. 4SOM SMQW& S SWALL BE ASPT 2 �r AR n?W RE E a^Ef 1 VA 7900V AND 2 - - -- --_ - - _ - _ - _ _° - --- - - -------------- _ t i FEET aEAR FRaV THE EDGE OF Motile LAIC j '1�4 ^-_r _' w ® � _ - - - ° 3 6 17. ANY VEWAAW FRa! 7WIS PLAN RECIUA S APPROVAL F1ROU ME CITY&AgW ER AND t ; GAL TRANS 3549 V`+ 100' TAPER 110' REMOW EA75M G Aa ALL CXSMW $MhPINL+ AI PAM Off T U~VS REMOl P $W4 4 AT j CaVjg1CWG SrRlPhW 7HE a- Ca{F'S' bC PrM1'7, lAi ,f ''� ` S:i , °• i 1 �. L TRAM . '' AG l LANE QCA"AW .o&r AuaNED BEr#Uw TNIE HOURS FRom S.,OO PM AND 5.•00 AM SWAKY RAOUI,M VAR+ A3 2 TRAFFIC SIaYIAL TO BE SET W AEAMW AM a "nP N nW IX PM AWAIM AM ONL Y. CONTACT " MIDDAS AT _ - ) aR MIS), �W-Aw Mw rV SCHEDULE` TRAFFIC -90VAL E. f` f (pro fCJQTAPEfr g OEL 1A LE A 7 U SPACING = 50, Y W4-2R C2WRT� - -1 ICU IV, m " m _ ,. ..... - _ __-_. _. - _ ... _ _ -_ __ __.._. _.._ .. .._ ___ .. ._. .... .._ MACE MAAMESIMP A V r Cw beta 0 Yom+ VERIFY* Avoid cutting underground , utility lines:It's•cosUy. _ U)" BAR IS ONE INC44 ON Caf1 €1RIGoINAL DRAWNG • REFL€C1 W,2YQ OfLMEATa? (CONE) K 1 0 1 TEMPORARY TRAFFIC SIGN If NOT ONE ff CH ON RICH OR THIS SHEET, AIDJ T AV" ZO&E C26(CA) C3 4cA) R4-7S W4-2 1-800-227-2600 SCALES - - TYPE 11 BARRI AI+FS AL , ssr�y FLASAMAG SW w No.471 m OIRECTIUN OF IRAFFIC (NOT PAlEitIENT MARKING) =v f / 4'1689 Enterpriese Circle North, Suite 126 € 12 3t ti Temecula, Ca. 921S90 R36 Y Zd 1 951-895-8900 +1T CIViL ��: 951-@55890`1 Fax REVISIONS APPROVED DATE REFERENCES DATE BEN MAR SCALE N G I N I'1 DRAWING F. (� _,. :.. . B&O 'i*F '% �. RK FDRfi'SS SURVEY IS -.' ., ,. `"`-- .. - _. -.. ,._. THIS URVE- E OITY ECOR'1tNh :. ;!� .;` , , _ _ <: PLANS PR PARE ,,; u 1? hll�E �ERY� OF � = (MIA SURVEYOONTRDL PDINr toga AB SHOWN ON REeaRDOF �.. � P .. '1� ,DC�fi#�f „• SURVEY 1&116.A 3 5"BRASS DISC IN THE MIDDLE OF THE ,... ` ! .-:� / -.--,. .- ` ., HORIZONTAL � rvaber ; - SOUTHERLY EDGE -. : E. �� . .. CONCRETE SLAB OF THE OLNENHAIN.._. .. _. , .- DBCt•3 ... _. .,e _ DATE . $Y. B�'. , i TC 1 STATION,LOCATED DN THE NORTH SIDE OF MANCHESTER ..' � O -.. - t :: LERflY'S�DAt`S PETER '. - AVE.,65 FEET WESTERLY OF THE CENTER OF THE , 1) R 'E C©TA ROBLES NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. VERTICAL ,' ,�::,.. - R.C.E. N0, : Ca777 R.C.E. NU. '3'12 R.C.E. ND. 52176 ELEVATION=34.664NAVD 88 " Encinitas ENGINEER EXP. 12131/11 DATE: ` } DATE: 0 TRAFFIC CONTROL PLAN - STAGE 1 SHEET 63 OF 64 CITY DRAWING NO. -610 PERMIT NUMBER 1I- C© RTE—PM N' AS-BUILT PLANS FOR ROADWAY GE TRW AM ABOVE GROUND FEATURES 4 4 t l ii l ! 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Ca. 92590 9T 851 „8901 Fax RABID APPROVED BATE REFERENCES DATE BENCH MARK SCA LE APPROVALS w CITY OF #'+ i# # TEA DRAWING 1' O. THE BENCHMARK FOR THIS SURVEY IS THE CITY OF IT _ _. -._ �C PROJECT NO. ' , HarA su ci ENCiN AS PLANS PREPARED R SUPER ISFC)N Qf f2ECCjM�11 A t E . '... .. SURVEY CONTROL POINT'15d+4 AS SHOWN•Oi+t:-RECORD OF .. u AL SURVEY 18416.A 3.5"BRASS DISC IN THE MIDDLE OF firiE n __ .,. . , ,' , _ . - .. s PROJECT er 9 3 }fl . ; Dr Eerf?ka SODTHERLY EDGE �: SLAB OF THEfl;.. �..-.., HORIZONTAL - � : . �:�. �, ,:., . ':. . :... -. DATE - ,. " .. -_ :. lr�+� ('� >;OAICRETE LIWENHA._ PUMP r; .-”" / .... _.: - TV STATION,LOCATED ON THE NORTH SIDE OF MANCHESTER ?'� ," R.C.E. SODAS R.C. NO. 52 R£IBLES _ ,. _ AVE..65 FEET WESTERLY OF THE CENTER OF THE ., ,.. :„f DANIEL / R.C.E. NO. : C47677 INTERSTATE R.C.E. NO. 2 12 R.C:E. NO. 52176 ELEWATION M 34-664NAVD 88 HIGHWAY 5 FREEWAY OFF RAMP. VERTICAL '�,, :: c • }� a� ENGMEER DATE: I� i<�8 DATE: k-- , -,. TRAFFIC C ON TR©L PLAN STAGE 2 'Encinitas 1I11a S EXP. 12131/11 �-I SHEET Q4 oF 64 CITY D WING S-810