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ABBREVIATIONS PIPE SYMBOLS
<br /> AB AGGREGATE BASE PCC PORTLAND CONCRETE CEMENT VALVE SYMBOLS PIPE ABBREVIATIONS AND SCHEDULE
<br /> AC, A.C. ASPHALT CEMENT PCO PRESSURE CLEANOUT DESCRIPTION SINGLE LINE DOUBLE LINE DESCRIPTION SINGLE LINE DOUBLE LINE
<br /> ADDIT ADDITIONAL PG PRESSURE GAUGE LINE /
<br /> ADJ ADJUSTABLE PGT PRESSURE GAUGE/TRANSMITTER EXISTING PIPE - PIPE VALVE
<br /> 6 q_ carE vALVE —,�— W 111i_ PROCESS SYSTEM
<br /> AFF ABOVE FINISH FLOOR PI PRESSURE INDICATOR SIZE SERVICE MATL TYPE SYSTEM NOTES
<br /> ALU AGGREGATE PIT PRESSURE INDICATING TRANSMITTER NEW PIPE
<br /> ALUM,AL ALUMINUM P/L PROPERTY LINE GLOBE VALVE -- -- DR DRAIN
<br /> APPROX APPROXIMATELY PRES(S) PRESSURE ALT. BID PIPE �' �r ALL BUR PVC PVC125
<br /> ARCH ARCHITECTURAL PRV PRESSURE RELEASE VALVE PLUG VALVE 1
<br /> ASPH ASPHALT PSF POUNDS PER SQUARE FOOT —��F — DWT DEWATER ALL EXP SS SCH 40 MH ARCHITECTS
<br /> AVG AVERAGE PSI POUNDS PER SQUARE INCH PIPE TO BE REMOVED � �<S�
<br /> ARV AIR RELEASE VALVE PT
<br /> PRESSURE TRANSMITTER SWING CHECK VALVE v— _ 1--n ALL BUR/CON PVC PVC125 2 , d ;.
<br /> PVC POLYVINYL CHLORIDE FLANGED, WELD NECK ---��+--_ �--y —s x� „ zy r
<br /> BC BEGIN CURVE
<br /> PWMS PROCESS WATER MANAGEMENT SYSTEM BUTTERFLY (FLANGED) —�hl�— _ OF OVERFLOW ALL ALL PVC PVC125 2
<br /> BF BLIND FLANGE FLANGED, SLIP ON {-- PIW PROCESS IRRIGATION WATER ALL EXP SS SCH 40
<br /> BFV BUTTERFLY VALVE R RADIUS 2 3
<br /> BLDG RC RELATIVE COMPACTION BUTTERFLY(WAFER) --{��- -- ALL BUR/CON PVC PVC125
<br /> BUILDING SCREWED OR SOCKET WELD This drawing is the property of MIT
<br /> BBMP M BEAM RECT RECTANGULAR �-� -Q�- nrohiteots.Any unauthorized use in Pert
<br /> BALL VALVE or in whole without written ermissionis
<br /> SLG p
<br /> BEST MANAGEMENT PRACTICE RED REDUCER —�OI-- SLUDGE ALL ALL PVC PVC125 2 Pmhmuea.
<br /> BOT, BATT BOTTOM REF REFERENCE BELL &SPIGOT —��
<br /> BV BALL VALVE REINF REINFORCE(D), (MENT) DIAPHRAGM VALVE —�-- SMP SAMPLE ALL ALL PVC SCH80 Kennedy/Jenks
<br /> RESIL ROUGH NT MECHANICAL JOINT —�I ---_ 1111--n COnsultinu
<br /> CASQA CALIFORNIA STORMWATER RO ROUGH OPENING "--a-IIIA-- SIW SUPPLEMENTAL IRRIGATION ENGINEERS&SCIENTISTS
<br /> ALL EXP SS SCH 40 PH sE (415)2-aEEr,suirr aoo sourri
<br /> CAV QUALITY ASSOCIATION RPBP REDUCED PRESSURE BACKFLOW PREVENTER CAPILLARY CONTROL WATER 2 3 SAN FRANCISCO.CA 94107
<br /> ELBOW-STRAIGHT ALL BUR/CON PVC PVC125 PHONE 5)896-4s.z1 so
<br /> COMBINATION AIR VACUUM VALVE RM RIGHT OF WAY VALVE FAX (41 5)ess-osss
<br /> CC, C/C CENTER TO CENTER
<br /> CL CENTERLINE SCH SCHEDULE
<br /> CL2 CLASS 2 SD STORM DRAIN PRESSURE VALVE SWT SCREENED WATER TRANSFER ALL EXP SS SCH 40 2 CLR CLEARANCE) SE SOUTHEAST ELBOW- REDUCING (ELEVATION) ALL BUR/CON PVC PVC125
<br /> CMU CONCRETE MASONRY UNIT SF SQUARE FOOT PRESSURE VALVE SVL SERVICE WATER
<br /> SHT SHEET (PLAN) 54” BUR PVC SCH80
<br /> CO CLEANOUT SL SLOPE -
<br /> COL COLUMN SP STATIC PRESSURE ELBOW- DOWNC+_ VNT VENT ALL EXP PVC SCH80
<br /> ALL
<br /> RELIEF VALVE
<br /> CONC CONCRETE SPECS) SPECIFICATIONS)
<br /> CONN CONNECTION SQ SQUARE (ELEVATION) SW STORMWATER ALL ALL PVC C900
<br /> CONST, CONSTR CONSTRUCTION SS STAINLESS STEEL ELBOW- UP 0 T ' I
<br /> CONT CONTINU(ED), (OUs) STD +- (GRAVITY)STANDARD C905
<br /> CPLGRW COUPLING ST(L) STEEL PRESSURE RELIEF VALVE 33'-- iH15OocuMENi "c`Vo'NG,Hr Ne°eP°niEo
<br /> CRWQCB CALIFORNIA REGIONAL WATER QUALITY STP STANDPIPE (PLAN) SWFM STORMWATER ALL ALL PVC C900
<br /> DEA G"s.'s'"'Ns.auMr".°`s`F°"E`°ar,s
<br /> aeaaEcrnxo senu"oiae usEo roan"'oieEa
<br /> CONTROL BOARD, CENTRAL VALLEY STR(UCT) STRUCTURE CROSS (PRESSURE) 'aaEeiw,i,N°e.,HrwauirNnu,e°aani°N
<br /> V CHECK VALVE SUCT SUCTION
<br /> HOSE BIBB —�Q HB C905 OFKENNEo.,,ENKSeoNGe.i„Nis C
<br /> SV SOLENOID VALVE 3-WAY VALVE SS SANITARY ALL ALL PVC SCH 40
<br /> DBL DOUBLE SW SOUTHWEST (GRAVITY)
<br /> DE DIATOMACEOUS EARTH SYS STORMWATER POLLUTION PREVENTION PLAN REDUCER _ �oQVFESS/oil
<br /> DIA DIAMETER SYS SYSTEM PIPING DESIGNATION h�� ��Zec7p�
<br /> DIM DIMENSION TEE 6” SSFM
<br /> DIP DUCTILE IRON PIPE SANITARY ALL ALL PVC SCH 40 -� G
<br /> T/ TOP XXX.X RW XXX (PRESSURE)
<br /> DISCH DISCHARGE TB,B TOP AND BOTTOM 6" rcVJ '.' No. C61765
<br /> DN DOWN T/C, TOC, TC TOP OF CONCRETE PIPE USE, SEE PIPE SCHEDULE r
<br /> DWG(S) DRAWINGS) TEE- DOWN �--1�1„ -1 Exp.6/30/
<br /> TDH TOTAL DYNAMIC HEAD — L-- r NOMINAL PIPE DIAMETER FWFM FIRE ALL ALL PVC C900 �,1V1� \P
<br /> EA EACH TEMP TEMPERATURE SERVICE
<br /> EC END CURVE TH THICKNESS TEE - UP T OF
<br /> CALIF
<br /> EF EACH FACE T/S, TOS TOP OF STEEL VALVE DESIGNATION
<br /> EL., ELEV ELEVATION TYP TYPICAL PW PROCESS ALL ALL PVC C900
<br /> r-=P TYPE PIPE UNION �� �_ (j7�-e ACTUATOR SYMBOL FCV-XXXX VALVE EQUIPMENT NUMBER,
<br /> EG, E ELECTRIC, ELECTRICAL —�U1 - CONTROL VALVES ONLY.
<br /> T-_-S TYPE SUPPORT "��"'"""" NOTES:
<br /> EG, EXG EXISTING GRADE *
<br /> FLEXIBLE RUBBER
<br /> P EDGE OF PAVEMENT - - 1. PROVIDE PERFORATED PIPE WHERE INDICATED ON DRAWINGS. *
<br /> U.N.O. UNLESS NOTED OTHERWISE CONNECTOR * Z
<br /> EQ EQUAL, EQUALIZATION 2. PROVIDE GASKETED JOINTS AND FITTINGS FOR BURIED AND CONCRETE-ENCASED SERVICE. * O
<br /> EQUIP EQUIPMENT VERT VERTICAL PROVIDE SOLVENT WELD JOINTS AND FITTINGS FOR EXPOSED SERVICE. I-
<br /> EX., EXIST, (E) EXISTING FLEXIBLE HOSE wit_ REFERENCE SYMBOLS Z U
<br /> EXP EXPANSION, EXPOSED VFD VARIABLE FREQUENCY DRIVE CONNECTOR 3. PROVIDE THRUST BLOCKS AT BURIED FITTINGS.
<br /> VTR VENT TO ROOF � �
<br /> EXT EXTERIOR FLANGED COUPLING IY
<br /> EW EACH WAY V+V VENT VALVE
<br /> ADAPTER DETAIL I-
<br /> (F) FUTURE W/ WITH FLEXIBLE COUPLING DESIGNATION /-SECTION W U
<br /> : _ - 7 A DESIGNATION GENERAL NOTES Z
<br /> FC FLEXIBLE COUPLING W/O WITHOUT O
<br /> FAC FACTORY WS WATER SURFACE C-8 — _4(
<br /> FCA FLANGE COUPLING ADAPTER FLOOR DRAIN o FD Fp SHEET DRAWN ON C-3 SHEET DRAWN ON 1 THE WORK EMBRACED HEREIN SHALL BE IN ACCORDANCE WITH APPLICABLE REQUIREMENTS OF SAN JOAQUIN COUNTY.ANY WORK Of
<br /> 0 W
<br /> FCO FLOOR CLEANOUT # POUND, NUMBER OR REFERENCED ON NOT ACCEPTED BY THE COUNTY AND ENGINEER SHALL BE REDONE PROMPTLY UNTIL COMPLIANCE IS ACHIEVED. LL
<br /> FD FLOOR DRAIN, FILTER DRAIN FLOOR CLEANOUT _ FCO FCO DETAIL OR REFERENCED ON J
<br /> SECTION 2. CONTRACTOR SHALL PROVIDE AT LEAST 72-HOUR NOTIFICATION TO THE COUNTY OF SPECIALTY INSPECTIONS NEEDED DURING THE F F-
<br /> FOR FRENCH DRAIN PROJECT AND AS REQUIRED BY THE COUNTY.ANY IMPROVEMENTS CONSTRUCTED WITHOUT INSPECTION WILL BE DEEMED AS F-
<br /> FG FINISH GRADE YARD PIPING CLEANOUT Z
<br /> FIN FINISH(ED) —�YCO —�YCO NON-COMPLIANT AND WILL NOT BE ACCEPTED. REJECTED WORK SHALL BE REMOVED AND CORRECTED AT NO ADDITIONAL COST TO i
<br /> THE OWNER. m F_
<br /> ITT FITTING UTILITY STATION TYPE THE TYPE LEGEND SERVICE
<br /> FL FLOW LINE 3. ALL WORK INSTALLED SHALL MEET OR EXCEED APPLICABLE SAN JOAQUIN COUNTY IMPROVEMENT STANDARDS. WHERE WORK U)
<br /> FLR FLOOR ACTUATOR SYMBOLS BUR BURIED
<br /> FLG FLANGE PROPOSED IS NOT ADDRESSED WITH THESE STANDARDS, THE CONTRACTOR SHALL DEFER TO THE LATEST ADOPTED VERSION OF THE FLEX FLEXIBLE CON CONCRETE ENCASED STATE STANDARD DRAWINGS AND SPECIFICATIONS FOR COMPLIANCE.
<br /> EXP EXPOSED
<br /> FM/FMT FLOW METER/TOTALIZER MOTOR O
<br /> FT FOOT, FLOW TOTALIZER SUBMERGED SUB 4. BEFORE COMMENCING WORK,THE CONTRACTOR SHALL BE IN RECEIPT OF COUNTY APPROVED PLANS AND SHALL NOTIFY ALL UTILITY FT2 FEET SQUARED AUTHORITIES OR UTILITY COMPANIES HAVING POSSIBLE INTEREST IN THE WORK OF THE CONTRACTOR'S INTENTION TO EXCAVATE
<br /> FTG FOOTING SOLENOID SIZE
<br /> PROXIMATE TO EXISTING FACILITIES AND THE CONTRACTOR SHALL VERIFY THE LOCATION OF ANY UTILITIES IN THE WORK AREA. THE
<br /> CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT(U.S.A.)(1-800-642-2444)TWO(2)DAYS PRIOR TO BEGINNING ANY
<br /> G GAS
<br /> NOMINAL DIAMETER IN INCHES EXCAVATION.
<br /> GA GAUGE
<br /> GAL GALVANISE FLOWMETER AND PRESSURE SYMBOLS 5. DIRT OR DEBRIS TRACKED ONTO EXISTING COUNTY ROADS FROM THIS PROJECT SHALL BE CLEANED OFF AT THE END OF EACH GMATERIAL. WORKING DAY TO THE SATISFACTION OF THE COUNTY INSPECTOR AND IN ACCORDANCE WITH APPLICABLE LAWS.
<br /> GI GALVANIZED IRON SINGLE LINE DOUBLE LINE CU 6DESCRIPTION COPPER . THE COSTS AND SCHEDULE IMPACTS OF ALL TESTING AND RETESTING REQUIRED FOR ACCEPTANCE OF WORK SHALL BE FULLY BORNE
<br /> GALVANIZED
<br /> GPD GALLONS PER DAY DI DUCTILE IRON BY THE CONTRACTOR.
<br /> GPH GALLONS PER HOUR MAGMETER n GS GALVANIZED STEEL 7. ALL WORK PERFORMED"AT-RISK"WITHOUT APPROVAL OF THESE PLANS, OR ANY REVISIONS THEREAFTER, INSPECTION OR PROPER
<br /> GPM GALLONS PER MINUTE HDPE
<br /> GS GALVANIZED STEEL HIGH DENSITY POLYETHYLENE PERMITS FROM THE COUNTY IS SUBJECT TO REVISION, EXPOSURE, REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S COST.
<br /> TURBINE METER �_ PVC POLYVINYL CHLORIDE 8. TEMPORARY EROSION CONTROLS SHALL BE PROVIDED WITH THE INSTALLATION OF STRAW WADDLES, SILT FENCES OR OTHER MEANS /� 70
<br /> FI HYDRAULIC W STAINLESS STEEL AGREEABLE TO THE COUNTY OF SAN JOAQUIN AND IN ACCORDANCE WITH STATE REQUIREMENTS. U
<br /> HB HOSE BIBB WSP WELDED STEEL PIPE Q �
<br /> HDPE HIGH DENSITY POLYETHYLENE VENTURI METER _ 9. PERMANENT EROSION CONTROL SHALL BE STRAW-AND-SEED, JUTE MESH NETTING, HYDRO-MULCH, OR SOME TYPE OF LANDSCAPING m
<br /> HORIZ, H HORIZONTAL TO PREVENT LOSS OF MATERIAL. ALL WORK PROPOSED SHALL COMPLY WITH SECTIONS 20 AND 21 OF THE CALTRANS STANDARD
<br /> HP HORSEPOWER PIPE TYPE AND VALVE SYSTEM SPECIFICATIONS.
<br /> FH/PIR HIGH PRESSURE PRESSURE GAUGE 0
<br /> HR HOUR 9 SEE SPECIFICATION SECTION 15050 UNLESS OTHERWISE NOTED 10. ALL WORK PROPOSED NOT SPECIFICALLY IDENTIFIED OR DISCUSSED IN THE COUNTY IMPROVEMENT STANDARDS SHALL BE IN
<br /> HT HEIGHT COMPLIANCE WITH THE LATEST VERSION OF THE CALTRANS STANDARD PLANS AND SPECIFICATIONS. W 0
<br /> PRESSURE SENSOR --© PIPE MATERIAL IDENTIFICATION-
<br /> 11. THE CONTRACTOR SHALL PROTECT ALL EXISTING MONUMENTS,WELLS,AND UTILITIES/FACILITIES(UNLESS SPECIFICALLY CALLED OUT M
<br /> ID INSIDE DIAMETER FOR DEMOLITION OR RELOCATION).THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND OWNER OF ANY DAMAGE. THE CONTRACTOR z 3 ('7
<br /> IE INVERT ELEVATION TEMPERATURE SENSOR C900 _ PVC PRESSURE PIPE,AWWA C900,4"-12", DR18, PRESSURE CLASS 150. SHALL NOTIFY THE COUNTY SURVEYOR OF ANY DAMAGED OR REMOVED GOVERNMENT MONUMENTS. Q
<br /> IN INCHES T C905 - PVC PRESSURE PIPE,AWWA C905, 14"-36", DR18, PRESSURE CLASS 150. c
<br /> INSUL INSULATION SCH40 = SCHEDULE 40 PVC PRESSURE PIPE, TYPE 12454B,ASTM D1784, D1785. 12. THE CONTRACTOR AND ITS SUBCONTRACTORS SHALL BE COMPETENT WITH ADEQUATE MANPOWER AND EQUIPMENT TO ACCOMPLISH Q
<br /> INT INTERIOR GENERAL LEGEND SCH80 = SCHEDULE 80 PVC PRESSURE PIPE, TYPE 124548,ASTM D1784, D1785. THE WORK IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND SHALL POSSESS THE REQUIRED LICENSEES FROM
<br /> INV INVERT PVC-D = PVC DRAIN PIPE, ASTM D2665. THE STATE OF CALIFORNIA. THE CONTRACTOR'S IN-CHARGE REPRESENTATIVE SHALL BE PRESENT AT THE SITE WHENEVER WORK IS O V f�, O
<br /> PVC125 = PVC PIPE, PRESSURE CLASS 125. BEING CONDUCTED BY THE CONTRACTOR'S EMPLOYEES AND SUBCONTRACTORS. U
<br /> JB JUNCTION BOX NEW STRUCTURE (N) �J� (N) CONTOUR ELEVATION LINE SS = STAINLESS STEEL PIPE, 304E 0 '
<br /> JT JOINT 13. ALL FACILITIES SHALL BE CONSTRUCTED BY CONTRACTORS HOLDING CURRENT VALID LICENSES ISSUED BY THE CALIFORNIA STATE Q < d'
<br /> U � USC)
<br /> LICENSE BOARD.THE CONTRACTOR SHALL BE LICENSED AS GENERAL ENGINEERING CLASS 1A AND ANY SPECIALITY LICENSE
<br /> L LINE (PIPE OF FLUID, GENERAL) EXISTING STRUCTURE (E) f ' ' (E) CONTOUR ELEVATION LINE REQUIREMENTS APPLICABLE TO SPECIALITY WORK BEING PERFORMED,LAA LAND APPLICATION AREA
<br /> Oil
<br /> LEN LENGTH 14. THE CONTRACTOR SHALL KEEP AN ACCURATE AND CURRENT RECORD OF ALL APPROVED DEVIATIONS FROM THE PLANS AND SHALL
<br /> FUTURE STRUCTURE - - CENTERLINE PROVIDE A COPY OF THESE RECORDS TO THE OWNER AND ENGINEER UPON THEIR REQUEST AT ANY TIME.APPROVED DEVIATIONS J +-r z
<br /> a M LONG RADIUS -1 SHALL BE RECORDED IN RED INK ON THE ORIGINAL APPROVED PLANS.AT THE END OF THE PROJECT THE CONTRA I ' I O
<br /> 7G � CONTRACTOR SHALL SUBMIT �"' m I.J.
<br /> 0 MAG MAGNETIC FINAL RECORD DRAWINGS TO THE OWNER AND ENGINEER AND AS CONDITION FOR THE OWNER'S FINAL ACCEPTANCE AND PAYMENT. CV
<br /> DEMOLITION � WATER SURFACE Q
<br /> � MAX MAXIMUM r
<br /> o METH MECHANICAL 15. THE CONTRACTOR SHALL PROTECT ALL EXISITNG FACILITIES AND UTILITIES, WHETHER SHOWN OR NOT SHOWN ON THESE DRAWINGS,
<br /> 0`1
<br /> MET, MNL METAL ® INSULATION WATER VALVE UNLESS SPECIFICALLY NOTED FOR DEMOLITION OR RELOCATION. CONTRACTOR SHALL REPAIR ALL DAMAGE TO A CONDITION EQUAL
<br /> MFR, MNFR MANUFACTURER
<br /> MG MILLION GALLON TO OR BETTER THAN EXISTING AT NO ADDITIONAL COST TO THE OWNER.
<br /> REV DATE
<br /> i—i � �
<br /> MGD MILLION GALLONS PER DAY TED FILL HYDRANT III-I I COMPACTED FIRE HYPERMIT SUBMITTAL 27/2017
<br /> 16. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE SAN JOAQUIN COUNTY
<br /> MG/L MILLIGRAMS PER LITER IMPROVEMENTS STANDARDS.
<br /> CONCRETE IN SECTION BOUNDARY
<br /> a MH MANHOLE CO
<br /> < MIN MINIMUM
<br /> W MISC MISCELLANEOUS ® — P/L— PROPERTY LINE
<br /> MNTD MOUNTED STEEL
<br /> o (N) NEW FLOW OF SURFACE DRAINAGE
<br /> N/A NOT APPLICABLE WOOD
<br /> U NC NORMALLY CLOSED
<br /> —� DIRECTION OF SLOPE
<br /> NE NORTHEAST GRATING BOLLARD
<br /> NGVD NATIONAL GEODETIC VERTICAL DATUM
<br /> NH NATIONAL HOSE CHECKERED PLATE
<br /> NIC NOT IN CONTRACT
<br /> NO. NUMBER
<br /> NPT NATIONAL PIPE THREAD AGGREGATE BASE
<br /> NTS NOT TO SCALE
<br /> NW NORTHWEST , FINISH GRADE
<br /> OC, O.C. ON CENTER ALL-WEATHER
<br /> OD OUTSIDE DIAMETER SURFACING
<br /> OFCI OWNER FURNISHED CONTRACTOR INSTALLED
<br /> a OG ORIGINAL GRADE SLOPE
<br /> OHE OVERHEAD ELECTRIC PROTECTION
<br /> OPNG(S) OPENING(S)
<br /> � OPT OPTIONAL CONCRETE PAD
<br /> ORP OXIDATION REDUCTION POTENTIAL
<br /> <I ASPHALT
<br /> U
<br /> 0 LINER
<br /> 0
<br /> m
<br /> N
<br /> O
<br /> M
<br /> 0
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<br /> LoO
<br /> (D
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<br /> �i Date: NOVEMBER 2017
<br /> o Drawn By: CL
<br /> Cl) Project No.:
<br /> 01665033*02
<br /> Scale:
<br /> m
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<br /> s ABBREVIATIONS, SYMBOLS,
<br /> GENERAL LEGEND AND
<br /> o NOTES
<br /> z
<br /> SHEET NO.:
<br /> G-2
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