Loading...
1554 SHEET DRAWING NUMBER NUMBER TITLE p p 1 Gl LOCATION AND VICINITY MAPS to INDEX TO DRAWINGS %A 2 G2 SCHEMATIC, DESIGN DATA HYDRAULIC PROFILE (� 3 G3 SYMBOLS ABBREVIATIONS, EQUIPMENT NUMBERING Z r SYSTEM AND PIPING IDENTIFICATION SYSTEM 1 (( 4 G401 EFFLUENT PUMPING STATION PLANS, DETAIL AND NOTES 5 G402 EFFLUENT PUMPING STATION MISCELLANEOUS SECTIONS: DETAILS AND PLAN ' SAN E L I J O 6 G403 EFFLUENT PUMPING STATION LANDSCAPING PLAN. SECTIONS AND DETAIL SAN E LIJ 0 7 G404 EFFLUENT PUMPING STATION Ili PLANS -EXIST PIPING AT CHLORINATION BUILDING & ELEC SERVICE WATER POLLUTION CONTROL FACILITY HYDRO-PNEUMATIC a REG 8 G901A ESCONDIDO REGULATOR STRUCTURE PUMPING STATION SEE 900 GENERAL PLAN, SECTIONS AND DETAIL GENERATOR 1 SEE DWG E2 , SERIES unNGS 9 S1 GENERAL STRUCTURAL NOTES ROOM TYPICAL CONCRETE DETAILS x x x 10 S2 TYPICAL MASONRY AND METALWORK DETAILS SEE 400 SERIES DWGS i 1 —_ PROPERTY LINE ` LAGOON 11 S401 GENERATOR ROOM SECTIONS A ILS 12 S402 EFFLUENT PUMPINGSTTATTION x ACCESS ROAD I I PLANS AND SECTIONS ® L ' 13 Ml PIPE SUPPORT DETAILS I 14 M2 PIPE SUPPORT DETAILS - II r I PROJECT LOCATION \ -- 15 M3 PIPING AND PLUMBING DETAILS 16 M401 EFFLUENT PUMPING STATION EFFLUENT CONTROL GENERATOR ROOM PLAN, SECTIONS AND DETAIL f STRUCTURE SEE — — 17 M402 EFFLUENT PUMPING STATION DWG M403 PLAN, SECTION AND DETAILS ® I ' 18 M4u3 EFFLUENT PUMPING STATION MISCELLANEOUS SECTIONS, PLAN AND DETAILS x / 19 M901A ESCONDIDO REGULATOR STRUCTURE -- EFFLUENT PUMPING PLANS, SECTION AND DETAILS ® STATION. SEE 400 20 M902A ESCONDIDO REGULATOR STRUCTURE x x X x SERIES DWGS SECTIONS AND DETAILS 21 El ELECTRICAL SYMBOLS AND ABBREVIATIONS FLOOD CONTROL DIKE ' 22 E2 SITE PLAN AND CONDUIT LAYOUT I ?3 E3 POWER PLAN AND DETAILS 24 E4 STANDARD DETAILS 25 E401 ONE LINE DIAGRAM AND CONTROL CENTER 26 E402 PANEL SCHEDULES AND MISCELLANEOUS DETAILS 27 E403 MOTOR CONTROL DIAGRAM SINE — 28 E404 INSTRUMENTATION DIAGRAM AND DETAILS PROPERTY �Z7 `9 4(, 3 V* �-- \5 395 SAN ELIJO ` W.PC.F / � � } C R O S S R E F E R E N C I N G S Y S T E M l� OCEANSIDE JQ 1 78 ��'\ (1) A SECTION CUT ON DRAWING M901A IS IDENTIFIED AS FOLLOWS: CARDIFF by the SERI 76 SCALE IN FEET sOLANA BEACH 0 100 200 300 � Q� 2 -a*— SECTION NUMBER DIRECTION OF 902 — — VIEW DRAWING WHERE SAN DIEGO — _ LOCATION M A P SECTION IS DETAILED LLI f v ) (2) ON DRAWING M902A THE SECTION IS IDENTIFIED AS FOLLOWS: \ SECTION 2 SECTION NUMBER t M 901A RAWING ON WHICH B SECTION WAS CUT VICINITY MAP (3) DETAILS ARE CROSS REFERENCED IN A MANNER SIMILAR TO THAT OF SECTIONS EXCEPT DETAILS ARE ASSIGNED LETTERS RATHER THAN NUMBERS. Q.. PpOFEss'ON PP O ES FS,O M Jpv�F?,C y ,ppRE V <GTFic 111 h ~ A No. 13944 s No. 9219 CIVIL- CIVIL O N � OF GP Op TF OF CA\ - \C40 0 SHEET NUMBER DRAWING NUMBER % T - S 364 E LOCATION AND VICINITY MAPS DRAW sC DESIGNED -4:�� -- APPROVED _ BROWN AND CALDWELL FIE SAN ELIJO WPCF G I F —'� Date CONSULTING ENGINEERS EFFLUENT PUMPING SYSTEM INDEX TO DRAWINGS I of 2£3 CHECKED GMJ SUBMITTE ` APPROVED Date SAN FRANCISCO - ALHAMBRA, CALIFORNIA DAT APR, 1 774 p_TS OIETERIC N -P06T CLE/RPRINT IOOON 4 37.5" SE DESIGN DATA 20.1 MGD PWWF _ EFFLUENT PUMPING STATION EFFLUENT PUMPS NUMBER 3 CAPACITY, EACH, MGD 4 TOTAL HEAD, FEET 52 20" ISOLATING HORSEPOWER, EACH 50 VALVE —�/ SPEED, MAX, RPM 1150 STANDBY GENERATOR CAPACITY, KILOWATTS 160 METER - - -- SPEED, RPM 1800 C12 FUEL PROPANE 20" REGULATING REGULATOR STATION VALVE -- CAPACITY, MGD 20.1 DIFFERENTIAL, FEET, AT PWWF --- — r — MINIMUM 3 MAXIMUM 87 7 20" ISOLATING VALVE -- - - -� - L5 0MGEE 30" SE 20.1 MGD PWWF i � 30" PE 1 �� - - - � 30" PE � 30" OUTFACE SUBMARINE 8 0 MGD PWWF \I 8.0 MGD PWWF 25,5 MGD PWWF all- OUTFALL - — EFFLUENT (SEE NOTE) PRIMARY FLOWMETER PUMPING STATION ESCONDIDO REGULATOR NOTE: OCEAN OUTFALL CAPACITY WAS DETERMINED SEDIMENTATION STRUCTURE USING MANNINGS EQUATION AND N = 0.013. TANKS LAND OUTFALL CAPACITY WAS DETERMINED SYSTEM S C H E M A T I C USING N= 0.011. 138.38 w n 138.40 140.0 132.63 1 131.33 125.25 1 136.00 136.0 _ 130.5 PIEZOMETRIC HEAD / 12 0 = 54.45 (179.70 PROJECT DATUM) - - - -- - -- ' -- AT Q = 25.5 MGD IN OUTFALL CONNECTION MGD IN SAN ELIJO AND Q 5 4 P- I PRIMARY SEDIMENTATION EFFLUENT PUMPING TANKS STATION - -- MAX POSSIBLE PIEZOMETRIC HEAD _ 189 5 (292 50 PROJECT DATUM) /T, AT S ESCONDIDO = 20.1 MGD FROM AN ELIJO WPCF I� ESCONDIDO -- I;.• I >-- LIMITING PIEZOMETRIC , HEAD = 76 (179.00 i PROJECT DATUM) AT Q = 25.5 MGD TO OCEAN OUTFALL 103.00___ IN OUTFALL P. -- - ESCONDIDO I — _ - M LAND OUTFALL ISOLATING VALVE - REGULATOR VALVE PROJECT DATUM METER ELEVATION 100.00 = 0.00 USGS - - -- -- ISOLATING VALVE ���O�pR0M. 110 11C p O O�OEESVIp MEAN SEA LEVEL m O P R N Z �4. 0 0 S G T q 'c HYDRAULIC PROFILE ESCONDIDO REGULATOR STRUCTURE No. 13944 Yz No. 9219 YY T T . ,'/• "' sr4 CIVIC• RP `p J'jq CIV1 p { T o OF CAUFO 6 OF CAL DRAWN TLC DESIGNEp - *� APPROVED /'. >^ sL :/' BROWN AND CALDWELL FIL S364E SAN ELIJO WPCF SCHEMATIC, DESIGN DATA, SHEET NUMBER DRAWING NUMBER ,� �`° G 2 CHECKED GMJ SUBMITr�O / _Y ..::,,' •, APPROVED Date CONSULTING ENGINEERS 1974 EFFLUENT PUMPING SYSTEM HYDRAULIC PROFILE 2 ` SAN FRANCISCO - ALHAMBRA CALIFORNIA p ,_APR_ , __ OF 28 , 1 3 -74 OIETERICH -POST CLEARPRINT 1000 -H SYMBOLS ABBREVIATIONS EQUIPMENT NUMBERING SYSTEM G u SYMBOLS, OTHER THAN THOSE BELOW OR OTHERWISE NOTED, GENERAL PURPOSE ABBREVIATIONS, OTHER THAN MAJOR ITEMS OF MECHANICAL, ELECTRICAL AND EQUIPMENT PREFIXES - CONTINUED EQUIPMENT PREFIXES - CONTINUED ARE AS CONTAINED IN ANSI Y14.2 THOSE NOTED BELOW, CONFORM TO ANSI Z32.13 INSTRUMENTATION EQUIPMENT ARE IDENTIFIED BY A AND ANSI 210.1. ':ODED NUMBERING SYSTEM, CONSISTING OF ONE TO FLT FILTER TM TIMER FOUR LETTERS FOLLOWED BY A NUMBER WHICH IS FMX FLASH MIXER TS TEMPERATURE SWITCH MECHANICAL FS FLOAT SWITCH TSW TRANSFER SWITCH i ." PRECAST CONCRETE UNIQUE TO THAT PARTICULAR ITEM. EQUIPMENT NUM - o OTHER THAN THOSE SHOWN BELOW, SYMBOLS BERS ARE DEPICTED IN THE FOLLOWING MANNER: FT FLASH TANK UH UNIT HEATER MORTAR GROUT OR PLASTER EMPLOYED ON MECHANICAL DRAWINGS ARE AS GDR GRINDER US UNIT SUBSTATION SET FORTH IN ANSI Z32.2.3, ANSI 232.2.4 �� GEN GENERATOR VAF VENTILATION AIR FILTER AND ANSI Y32.11. VS TT C 1 4011.15 CONCRETE BLOCK NOTE (1) T NOTE (5) GOV GOVERNOR VP VACUUM PUMP NOTE (2) NOTE (4) H HOIST VS VIBRATION SWITCH AC ASPHALTIC CONCRETE HC HEATING COIL VSC VARIABLE SPEED COUPLING ALUMINUM �1� BUTTERFLY VALVE ACP ASBESTOS CEMENT PIPE NOTE (3) HCO HYDRAULIC CYLINDER OPERATOR WHR WASHER RIGID INSULATION ARCH ARCHITECTURAL � NEEDLE VALVE BF BLIND FLANGE (1) EQUIPMENT PREFIX -SEE LISTING BELOW (2) PROCESS AREA CODE - SEE LISTING FIGHT HEX HEAT EXCHANGER XS LIMIT SWITCH BOD BIOCHEMICAL OXYGEN DEMAND HTR HEATER i (3) ASSOCIATED PROCESS UNIT SUCH AS DIGESTER, TO BE BUILT FOR FUTURE REMOVAL — PLUG VALVE SEDIMENTATION TANK. NUMBERS X001 THROUGH HVC HEATING AND VENTILATING CONTROL LOOP CMP CORRUGATED METAL PIPE X099.99 ARE USED FOR AREA -WIDE SERVICE I INDICATOR A.G. PAVEMENT —tg BALL VALVE DWF DRY WEATHER FLOW EQUIPMENT, SUCH AS HEATING AND VENTILA- IC INDICATOR-CONTROLLER EFF EFFLUENT TION SYSTEMS, MOTOR CONTROL CENTERS, ETC. — -- — PROPERTY LINE — FB FLAT BAR (4) MAJOR PROCESS EQUIPMENT SUCH AS SLUDGE ICN INCINERATOR DIAPHRAGM VALVE (SAUNDERS TYPE) FF FAR FACE LE LEVEL ELEMENT PUMPS, SLUDGE COLLECTORS, BLOWERS, ETC. - - -- — O (5) ANCILLARY EQUIPMENT OR COMPONENTS SUCH LS LEVEL SWITCH OUTLINE OF EXISTING INSTALLATION — PINCH VALVE FM FORCE MAIN AS PRESSURE SWITCHES, SAFETY EQUIPMENT, M MOTOR PROCESS AREA CODE FMH FLEXIBLE METAL HOSE DRIVERS, ETC. MCC MOTOR CONTROL CENTER SAN ELIJO WPCF F - 20 - 4 - 1 ROOM NUMBER FLUSHING COCK FPC FLEXIBLE PIPE COUPLING GRDR GRINDER EQUIPMENT NUMBERS FOR EQUIPMENT TO BE FUR- MEE MISCELLANEOUS ELECTRICAL EQUIPMENT HOISTING HOOK MANUAL AIR VENT HV HOSE VALVE NISHED AND INSTALL -ED UNDER THIS CONTRACT MAY MIE MISCELLANEOUS INSTRUMENTATION EQUIPMENT 0 -0999 GENERAL r — � BE FOUND ON THE FIRST MECHANICAL AND ELEC- MLE MISCELLANEOUS LABORATORY EQUIPMENT 1000 -1999 ADMINISTRATION BUILDING ® 1 IF INSIDE FACE TRICAL DRAWINGS FOR EACH PROCESS AREA. MME MISCELLANEOUS MECHANICAL EQUIPMENT 2000 -2999 PRETREATMENT UTILITY STATION AUTOMATIC AIR VENT INF INFLUENT MOP MOTOR OPERATOR 3000 -3999 PRIMARY TREATMENT JST JOIST 4000 -4999 CHLORINATION AND FIRE HYDRANT FPC LW LOW WATER EQUIPMENT PREFIXES MTR METER LWR LOWER AE ANALYZER ELEMENT MX MIXER 5000 -5999 DIGESTERS AND SOLIDS ® WATER METER BOX COUPLING ELASTIC TYPE AHU AIR HANDLING UNIT ORT ODOR REMOVAL TOWER HANDLING MGD MILLION GALLONS/DAY B BLOWER OSC ODOR SCRUBBER 6000 -6999 (FUTURE) ® B_g SOIL BORING AND DESIGNATION �� PC -T NIC NOT IN CONTRACT SLR BOILER P PUMP 7000 -7999 (FUTURE) 9 P/C PLAIN CONCRETE BP BACKFLOW PREVENTER 8000 -8999 (FUTURE) PCP PLAIN CONCRETE PIPE PEJ PNEUMATIC EJECTOR 9000 -9999 MISCELLANEOUS STRUCTURES UP UTILITY POLE PROGRESSING CAVITY PUMP PC -T PIPE COUPLING (TENSION TYPE) BRV BACKPRESSURE REGULATING VALVE PG PRESSURE GAGE (TELEPHONE OR ELECTRICAL) 9100 -9199 ESCONDIDO REGULATOR BSN BAR SCREEN PNL PANEL PERMANENT BENCH MARK SYMBOLS FOR UNITS OF WEIGHT, LENGTH, TIME, RCP REINFORCED CONCRETE PIPE C CRANE POP PNEUMATIC OPERATOR ENERGY AND QUANTITY ARE AS SET FORTH IN RE -STL REINFORCING STEEL CAF COMBUSTION AIR FAN PRV PRESSURE REGULATING VALVE OR SURVEY MONUMENT R/C REINFORCED CONCRETE CC COOLING COIL ANSI Y10.19. UNLESS NOTED OTHERWISE, ALL UNITS ARE BASED UPON THE ENGLISH SYSTEM PG PRESSURE GAGE PS PRESSURE SWITCH ---110-- EXISTING GRADE CONTOURS OF MEASUREMENT. PK PEAK CFR CHEMICAL FEEDER PT PRESSURE TRANSMITTER PIPING IDENTIFICATION CHR CHILLER PVL PRESSURE VESSEL — 110— FINISH GRADE CONTOURS NOTES SED SEDIMENTATION CLR CONTROLLER RA RADIATOR SYSTEM SHT SHEET COF COOLING AIR FAN RCR RECORDER I 1. SEE DWG E1 FOR SYMBOLS USED ON T & B TOP AND BOTTOM CON CONVEYOR 6" -SN- 5 �k FINISH GRADE SPOT ELEV. ELECTRICAL DRAWINGS. T/C TOP OF CURB REC RECEIVER UG UNDERGROUND CP COMPRESSOR REL RELAY PIPING SYSTEM NUMBER SEE 112.5 FINISH TC ELEC. 2. SEE DWG E404 FOR SYMBOLS USED ON CTF CENTRIFUGE S SILENCER SERVICE ABBREVIATIONS SPECS If2.0 GUTTER ELEV. INSTRUMENTATION DRAWINGS. UP UTILITY POLE CTR COOLING TOWER SCR SCREEN PIPE SIZE 3. SYMBOLS EMPLOYED ON STRUCTURAL DRAWINGS VCP VITRIFIED CLAY PIPE CV CONTROL VALVE SEP SEPARATOR - �- SWALE OR DITCH CONFORM TO THE STANDARDS OF THE AMERICAN VTR VENT THROUGH ROOF CYL CYLINDER CONCRETE INSTITUTE, THE AMERICAN INSTI- WCO WALL CLEANOUT SG SLUICE GATE TUTE OF STEEL CONSTRUCTION AND THE WPJ WEAKENED PLANE JOINT DE DENSITY ELEMENT SI SPEED INDICATOR * INDICATES THAT PIPING SYSTEM SMX SLURRY MIXER NUMBER IS DIFFERENT THAN AMERICAN WELDING SOCIETY. DU DRIVE UNIT SPECS REQUIRE FOR THAT SERVICE. WS WATER SURFACE E ENGINE SR SPEED REDUCER WSTP WATER STOP EB ENGINE - BLOWER MODULE SV SOLENOID VALVE WWF WELDED WIRE FABRIC EG ENGINE GENERATOR SET WET WEATHER FLOW SWB SWITCHBOARD EPR EVAPORATOR T TANK ADDITIONAL ABBREVIATIONS, EMPLOYED F FAN TBN TURBINE EXCLUSIVELY ON ELECTRICAL DRAWINGS, FE FLOW ELEMENT TE TEMPERATURE ELEMENT MAY BE FOUND ON DRAWING E1. FG FLAP GATE TFR TRANSFORMER FI FLOW INDICATOR FLS FLOW SWITCH P g SIO OFES �ROFES$io RECORD 9RA�V�NG w p� p � P M. d I���OOO�E <�;��s No. 13944 Y No. 9219 R.�yr CIV1�. � •P'T T r C1V 1\. t om' ATP OF C40 OP elf OF COI 0 � SHEET NUMBER DRAWING NUMBER DRAWN BC DES APPROVeo - /D BROWN AND CALDWELL Fa S364E SAN ELIJO WPCF SYMBOLS, ABBREVIATIONS, EQUIPMENT NUMBERING CONSULTING ENGINEERS SYSTEM AND PIPING IDENTIFICATION SYSTEM G 3 CHECKED BEW SUSWTTED APR, APPROVED SAN FRANCISCO • ALHAMBRA, CALIFORNIA EFFLUENT PUMPING SYSTEM DAT 3 of 28 2.71 OIETIRICH -POST CLEARPPINT 1000H Date r AGG S _ 5'+ TYP a P A N1 NOTES: u 1. APPROXIMATE LOCATION OF PT OF CURVE IN EXISTING REMOVE OR RELOCATE Il N x LPG TANK 30" EPDXY LINED ACP (CLASS 100) INVERT = 23.66+ - -� EXISTING FENCE x \; SEE 6402 CONTRACTOR SHALL EXPOSE PIPE AND VERIFY LOCATION o J� APPLY IN FIELD, PAINT SYSTEM "A" COATING TO I , / x - FENCING NEW � EXIST SEAT ANGLES FOR FULL 2. CONTRACTOR SHALL CONNECT TO EXISTING 30" ACP - - - c�- UPSTREAM FROM PT OF CURVE SEE DETAIL - - -- - - - - -- - - -- - -- � �' � J OINT � B/1340 - -- - SEE SPECS K X I A CONNECT TO N 27 EPDXY w - -- / \ A/C PAVING- � � CONTRACTOR SH LL C NEC EXISTING EP r_ CUT BACK EXIST CURS I II 0 P LINED ACP (CLASS 100) INVERT = 131.85 ±. SIMILAR AND PAVEMENT AND G, THRUST BLOCK 140.00--- TYP TO DETAIL B/G402. / /x SEE DET B/G402 XI JOIN TO NEW " _ 2 �,pG -.P3 / SEE NOTE 4 4. THESE PIPE HANGERS SHALL BE OF SST. CONC PAVING 6" ' 1 TERMINATE 5. REPLACE EXIST DIFFUSER CLAMPS WITH S.S. CLAMPS. THICK W/ #4 @ 12 EW *LETE6) � 8 VENT , EL 138.5 A 2 NEW GENERATOR �, `\ - 1 X i - NOTE 1 8 V 8 AND CONTROL IR00M SEE 1, I f CU.{/C" / S401 9 M401 +, / 1 �I °Q✓t/ . * NOTE 2 -LPG-2 4 0 / SIZE AS REVD _' 12" DOUBLE - - 1 / -- - - ! MFR \TYPICAL SWING GATE, � ANODE W /TEST STATION CONNECT 2 CLS -8 I / f ti S EE DET CIG901 A TO EXIST EXISTING I� X / ` TYPICAL OF 4 Q DIFFUSER. SEE NOTE 5 CHLORINATION 1 BUILDING _ -� �x CONNECT T PE -5 - - - O EXIST I W IN THIS �— — / V A J INSULATING _ y z I s _ - VICINITYSEE DET C 6402 — — SEE DET' BIG 901 A \ DETAIL G 401 TYP OF 6 O ��� � l��- — \ I 2� SCALE' 3 /g =I 0 Fa- NEW A/C PAVING EE4DET - CONNECTTO X- 13lr — \- - -�J L�RA�N - r �/ z I —J - _ 24 X —_ 1I -- CONNECT TO - w - - / EXISTING SAMPLER z z A - -- l xI / , x - - - - - - — — - - —\ CONNECT TO' EXIS - - +- -, - - - - i �, - r3 SUCTION ¢ 133.5± LLJ a_ _ v GRAVEL i I ? / , ` \ SEE DWG G404 1 - _ _ -- SEE a , ' - # BARS �\ \ I NOTE 3 „ PLACED Oti TOP 3 ___ -_ - 2 D 8 -_ �I - U -. -O I EXTEa/DEG \ - -ELEV 133 5 Ov PIPE i — EXISTING - - -- -- ; CON P NOECTTO -1# i 2 ro \ I CHLORINE — — - -- \ - -- — - �o c - x — - -- o BOND STRAP \ �- E J k\ DIFFUSER SEE DET _ Q -- _ - x � _ _ _ ( w THRUST BLOCK, SHALL BE I DIG 901 A �� TYP ` � � SIMILAR TO DET 8/G402 � _ I I 27 1 - ACP � 3 rr PE - - r T' I ` \ - - -- _ T- 40 -• - - _. �- �- - - - --SJ CHLORINATION STRUCTURE - EXIST FENCE _ N TO BE REMOVED NEW 85'X 85' AC PAVED '* v RELOCATE EXIST METERING AND PARKING AREA FOR APPROX LOC P L A N Q EXIST GATE =� t OF EXIST PIPING 11 1 PROVIDE NEW - - -- NEW EFFLUENT PUMPING SL OPE TO BE ABANDONED SCALE I 10 = � IN THIS AREA SEE FENCING STATION. SEE S402, DWG G404 I M402 TO DRAIN SAMPLE 65 APPROX 85 1 r , i. �` ` EXISTING EMPLOYEE EXISTING X PARKING. REPAVE - -._- -- - - - - - -- - �- MAINTENANCE TRAILER-� WITH A/C AFTER YARD 1 I CONSTRUCTION OF J i I PUMPING STATION h ACP 27" ACP PALMER Q (EXISTING) FLUME S NOTE: X REMOVE EXIST EQUIP AND RAILING. FILL METERING AND STRUCTURE WITH SAND AND TOP WITH 3" PIPING SYSTEM ABBREVIATIONS CHLORINATION STRUCTURE CONC SLAB WITH 6X6 -6/6 WWF SUBSEQUENT TO COMPLETION OF NEW CONNECTION. CLS - CHLORINE SOLUTION D - DRAIN P L A N LPG - LIQUIFIED PETROLEUM GAS SCALE: 3 /8 = I' - 0 PE - PRIMARY EFFLUENT EO PPOFESSIpN14 �0 PµO FESSION4, 2W - N0. 2 WATER (AIR BREAK) � �- �'_a��, a��� [ y 4 op �a M JcNF ��� ° � E V Q� - - - - -�_- - - - -- V - VENT No. 13944 S No. 9219 c m BONDING SEE DET D /G901A i I 32 LB. PRE - PACKAGED MAGNESIUM ANODE W /TEST STATION C/G 901 A - ..- -. _. - ___� _.._ -_ _.__._- -- '4T clv1� Pe`p s Tq crvl �`p _. i .. ' + f OF OPl \p0 ` OF CP\ - \ FOP l a FIL S 364E EFFLUENT PUMPING STATION SHEET NUMBER DRAWING NUMBER DRAW TLC DESK APPROVE ^� -'` D_ �[ f BROWN AND CALDWELL SAN ELIJO WPCF GMJ CONSULTING ENGINEERS PLANS DETAIL ,AND NOTES 4 2 G 4 CHECKED SU�fAITTED { APPROVED SAN FRANCISCO • ALHAMBRA, CALIFORNIA APR,1974 EFFLUENT PUMPING SYSTEM of 8 Daft DAT F t -Ti OIETERICN -PO8 C.LEARPRINT IOOON 1 U C s- I a �- Lt 4� � 1 i O v1 - - -- REINFORCED CONCRETE CURB FACE ZL � ,wl T 4004.00 � L THRUST BLOCK WITH #4 AT 6" EWEF — POUR AGAINST _ - - -- _ - -" UNDISTURBED EARTH EXIST 30" ACP 0 1to' mzN ABANDON 2 SQ STEEL TO ACF G40 1 T 4004.00 N ADAPTER COUPLING L � ��� 4 - -- - -- - -- (DELETED) �C'r' G402 Al I� �� NOTE TWO SUPPORTS I I o _ LOCATED PER TANK �; I + � e o `—� MFR'S REQUIREMENTS I 1 _ 4.. o / (EXIST) �— ' /g 0 AB'S H!5 EA/O RS _ IM 3' TO - SUIT TAN I A -10 MIN 30 -PE -5J LPG STORAGE TANK PLAN PLAN SECTION 402 DETAIL (;p NO SCALE NO SCALE SCALE: 3 /8 ° = I'— 0 \ - �12" 2" MME 4006.00 LOCATE AS CLOSE AS E D GIN @ I EF C - 1 I I !W 1 POSSIBLE TO BLDG WALL PRV ° - #4 - I „ -2W -1 LPG VAPORIZER a T T 4004.00 _ a —4 CU FT OF PEA GRAVEL IN DRY � - # l' -6 ” 1'- SUMP �Y� EC 1000 02 S T Ib\N G40 SCA E: ° =1 0 \ ALEI 3 /8 � —0\ 1 " - -! 1 �I COMB VALVE � EXIST I W/ PGA C P/PIA147 REVISED �/ / / LPG -23 (VAPOR) g " DETAIL G401 JA/ FELL) _ / r TO GENERATOR BLDG. / SIZE AS REQD BY NO SCALE ROTARY TYPE LG ENGINE MFR ADDITIONAL #5 LPG 23____) TO #5 @ 12 / VAPORIZER PIPE SIZE AS REQD c � BY ENGINE MFR ° #4 @ 12 #4 @ 12 \� #5 @ 12 A (DEL6TED� 1211 — 4' - -- - --- OR sa >� INI PROPANE SYSTEM SCHEMATIC SECTIONS — G402 { NO SCALE SCALE: 3 /4 1' -0 PIPING SYSTEM ABBREVIATIONS N PE - PRIMARY EFFLUENT LPG - LIQUIFIED PETROLEUM GAS " A' v,"c'� o�EESV Cr <fti Yt 1W - NO. 1 WATER (DOME'STIC) �" °� " W �� °° � J 2W - NO. 2 WATER (AIR BREAK) N+. 17944 No. 9219 m V) rT�lf CIV 11, pts' sr'T CI V 1\. 1 1 Oi Cho o f OF C ►� ; SHEET NUMBER DRAWING NUMBER BROWN AND CALDWELL FIL S 364E SAN ELIJO WPCF EFFLUENT PUMPING STATION I DRAWN MIB DESIGNED Z 3 ' G 402 �; PROVE° t. CONSULTING ENGINEERS EFFLUENT PUMPING SYSTEM MISCELLANEOUS SECTIONS, DETAILS AND PLAN - 5 OF ?g Q -T6 DIETERICWPOST CLEARPRINT IOOO/ CHECKED T� Z E SUBN APPROVED SAN FRANCISCO - ALHAMBRA, CALIFORNIA pgT , 1974 / Date APR 1 1 p s n V / L/ SPRINKLER LEGEND 0 ® BUCKNER 404 Q0, 35 PSI, 4.4 GPM, R = 19' 2 "X 8" REDWOOD HEADER N IN SHRUB ADAPTER 6 -A -10 CONTRACTOR SHALL REMOVE EXISTING I -114" CONTROL VALVE AND 1 -112" BUCKNER 404 HO, 35 PSI, 5.9 GPM, R = 19' CONNECTION TO EXISTING 3" MAIN AND REPLACE WITH 2" CONNECTION AND 2" RIVER RUN GRAVEL - -- SUBSEQUENT CONTROL VALVE. RECONNECT EXISTING 2 "X 2 "X 2' -0 1 -1/2" MINUS BACKFILL RAINBIRD 40B, 40 PSI, 8.07 GPM, 3/16 3/32 NOZZLE, R = 501 1 -114" CONTROL VALVE TO NEW 2" REDWOOD \ CONNECTION STAKES AT 6' -0 — EXISTING 3 WATER � " O EXIST WATER -� X METER BOXES � - " 8 MIL POLYETHELENE —9 0 0 SHEET RECONNECT EXISTl _1/4" HEAD 314 / / v �o - - f 2' �(DELETED) DETAIL 03 G 02 a b \� NO SCALE BEDDING MATERIAL 11 oO 0� d0 3i4 -� NEW GRAVEL x °° �SEE DET IL A/G403 °_- / INITIAL BACKFILL 0. 2#1 `'� vAPORIZER TYPICAL TRENCH SECTION j� WIDTH VARIES SEE PLAN / by 0.2' CROWN X ©= —2 X 6 UNFINISHED ♦ i >OO C�0 0 ° q - , OooOe n 0 0 • '� °oee °o Napo ° pe ° mom a€�°� °o °od REDWOOD HEADER t ' 1 -1/2" ✓`° — LPG TANK SEE G402 m 4 - CALLIANDRA ° INEQUALATERA 1 -1/2" 5 GALLON �— x — 2 "X 2 "X 2' -0 REDWOOD CONTRACTOR SHALL - - - - - - -- -- 10 JUNIPER US� — 3" AGGR BASE STAKES AT 6' -0 CENTERS REMOVE AND RELOCATE CONF.ERTA - I,GAL FULL DEPTH EXIST PALM TREES AS v AT 6' CENTERS 2 I/2" ASPHALTIC OR ASPHALTIC DIRECTED BY PLANT -� CONCRETE CONCRETE SUPERINTENDENT i --- VERBENIA PAVING j PAVING / f PERUVIANA "CHERRY PINK" AT 2' CENTERS AN X OUTSIDE FENCE TYPICAL ROADWAY SECTION I B O e • d4 , ® • � e • ♦ ®SOD 0 J • . • baV t pB ^�✓od' � ' p 0' J 0 q6 .+ou O 9 � ;. 4 � °°� D �D13> , ,,. O,. pDeo�� > ° •�>' , d�d. �`'o ���(�o�t��i JeQ q °or) o 4 I EXTEND EXISTING GRAVEL � SEE DET AIG40 5 ,. �.8 ° m ° oo�p °p eeo o coadS Y 5 ' a l 9,`ro$P+ °�aF J., au $4Ponti °oUO°eoo x d. X .;. t f' LANDSCAPING AND SPRINKLER SYSTEM PLAN N ^ SCALE: I " =10 I REM pJOFESSIOp ? %OFES$IO, Ry w D RAWING s §gyp¢, R G'ING y 4R µ M. ✓pNFTFy� ti F ,Q � ' D OO aE � <G h Q 9 h A No. 13944 No. 9219 B YY y _ F � CIV1\. Pd m >y CIV1�. O �d ' OF CAJf O P OF CAL �I�y DRAWN TLC DESIGN APPROVED , SHEET NUMBER DRAWING NUMBER ` '''b "' /� BROWN AND CALDWELL FIL S364E SAN ELIJO WPCF EFFLUENT PUMPING STATION a CHECKED G SU9 I TT / gppROVED CONSULTING ENGINEERS , , LANDSCAPING PLAN, SECTIONS AND DETAIL G 403 Date SAN FRANCISCO - ALHAMBRA CALIFORNIA DAT F APR 1974 EFFLUENT PUMPING SYSTEM 6 of 28 9 -74 METERICH -POLY CLEARPRINT 1000 -IY' Z r - -1 _ T LINE SIZE LEGEND IN INCHES MATERIAL SERVICE NUMBER (QIAM) EPDXY LINED ASBESTOS UNCHLORINATED PLANT 1A -28 5 PE 27 CEMENT PIPE EFFLUENT GRAVITY MAIN CL- 12 6 C1.P€ EPDXY LINED ASBESTOS PI,MR EFFLUENT GRAVITY 2 FW -14 N � CEMENT PIPE MAIN - -- -- - -- -t- -- - - IQ- 28 �,I a CHLORINATION 3 CAST IRON PIPE PROCESS WATER SUCTION • PIM - i i a BUILDING - -_ -- —_ PRIMARY 3 N - - - -- r -- -- - � L SEDIMENTATION ` a 9 CC 3 A C P CONTROL AIR CONDUIT TANK 1 PW -8 L —_ * 1A -28 - } -- - A.B.S. POST CHLORINATION PW -ffi '� <` 11 2 NEW A.B.S. - 15 SOLUTION LINE 3 a \iF 12 i PRE CHLORINATION CL 1 -1 /4 A.B.S. a < 3 ;` I SOLUTION LINE U. PRIMARY - SEDIMENTATION - 14 FW AS SHOWN A.B.S. FRESH WATER LINE TANK 2 I I " PW -15 _ - _ �__*IA =2 CHLORINATION - 3ldi - - �.- - AS SHOWN A B.S. PROCESS WATER LINE - � - - _____— PE -5 _ STRUCTURE PW IA IN " 81 COPPER TUBE IN P.V.0 PIPE INSTRUMENT AIR CONDUIT AND PIPE MARKED -- — - - -- - THUS SHALL BE CUT AND EXISTING PIPING AT SEALED AFTER LAST SERVICE 30 SID CAST IRON SOIL PIPE SAMPLER DISCHARGE PIPE CHLORINATION BUILDING coNNECrION. SEE TABLE AT RIGHT FOR m P L A N PIPE IDENTIFICATION. 31 SS 1 ABS PIPE SAMPLER SUCTION 8 SCALE: 1/8" = II -0 - - - 9 NOTES: m 1. SPRINKLER SYSTEM NOT SHOWN N a 2. THE ABOVE PIPING IDENTIFICATION IS APPLICABLE ONLY TO -- - NEW HANDHOLE BY SDG & E THE ADJACENT PLAN.. -' 3. THE INFORMATION PRESENTED IN THE PLAN AT THE LEFT AND IN THE TABLE ABOVE HAVE BEEN EXTRACTED, WITHOUT VERIFICATION BY THE ENGINEER, FROM AS -BUILT DRAWINGS. THE ENGINEER DOES NOT WARRANT THE ACCURACY OF THE INFORMATION AND ADVISES CAUTION WHEN CONSTRUCTING NEW FACILITIES REQUIRED UNDER THIS CONTRACT. THE CONTRACTOR SHALL PROTECT ALL EXIST SOG & E Q E�tC'� � LO w EXISTING PIPING AND CONDUIT. POLE - P RO ��q0 m z pPPROx 5A5e a-- Lu I TRANSFORMER PAD 3Y SDG & E - - -- - - -- -- NEW GENERATOR ROOM NEW EFFLUENT PUMPING STATION l NOTE. CONTRACTOR SHALL PROVIDE TRENCH FROM TRANSFORMER PAD TO SDG & E POLE AND GENERATOR ROOM AND EXCAVATE FOR EFFLUENT PUMPING STATION HANDHOLE. CONTRACTOR SHALL BACKFILL ELECTRICAL SERVICE AFTER INSTALLATION OF CONDUIT AND HANDHOLE BY SDG & E TRENCH SHALL BE 1'X4' MINIMUM. PLAN PAD, HANDHOLE AND XPOLELSSHHALLOBE ®F ' ,4 S FR°F E S S I O/ pFOFESS /0 OBTAINED FROM SDG & E. TRANSFORMER x W aE V A P a M J m SCALE I 100 PAD SHALL BE CONSTRUCTED UNDER THIS �� No. 92 9 Y No. 13944 p CONTRACT. � 8Y -•�-�- T K .. �. 4 r4r CIVIL OPt\P OF CA0 OF CAL \ DRAW ° DESIGNED drd' APPROVED BROWN AND CALDWELL FIL S364E EFFLUENT PUMPING STATION SHEET NUMBER DRAWING NUMBER r CONSULTING ENGINEERS SAN ELIJO W P C F EXISTING PIPING AT CHLORINATION BUILDING CHECKED A. D. B. SUBMITTE APPROVED s� G 4 0 4 Dote SAN FRANCISCO ALHAMBRA, CALIFORNIA onr FAPR.l974 1974 ADDITIONS AND ELECTRICAL SERVICE 7 OF 28 PRINTED ON pIE TERICH -POST CIEARP T 1.001-f U GS I 1�- L4 D