|
e
<br /> SYMBOLS t ABBREVIATIONS f` 1TRUCTION NOTES AND SPECIFICATIONS t ELECTRICAL NO.
<br /> GENERAL NOTES to. CONTRACTOR WILL PROVIDE CURING COMPOUND ON EXPOSED SLAB. 1. ALL WORK SHALL COMPLY WITH APPLICABLE LOCAL, STATE
<br /> EXISTING A AMPERE COATING WILL BE APPLIED €N ACCORDANCE WITH MANUFACTURERS AND NATIONAL ELECTRIC CODES.
<br /> € DIRECTIONS USING AN ACRYLIC RESIN, ASTM C 349, TYPE I-D, CLASS B .
<br /> AS AGGREGATE BASE ACCEPTABLE PRODUCTS INCLUDE KURR-N-SEA€. (SONNEBORN-REXNORD), 2. ALL ELECTRICAL POLES, ABOVE GROUND CONDUITS, ELECTRICAL
<br /> I. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT FOR LAMBCO 120 (LAMBERT CORP), CURE-N-SEAL (PROTEX) OR EQUIVALENT. BOXES, PANELS, AND LIGHTING POLES SHALL BE SET AS CLOSE TO
<br /> NEW
<br /> APP APPROXIMATELY CONSTRUCTION OF STORAGE COMPOUND, WORK INCLUDES: FINAL WATER-RESISTANT COATING (SEAL HARD, L&M CONSTRUCTION THE INTERIOR OF THE FENCE AS IS FEASIBLE.
<br /> ASTM AMERICAN SOCIETY OF TEST MATERIALS 1) EARTHWORK INCLUDING REMOVING EXISTING ASPHALT. SHALLOW (BOO) ICAMON3!) WILL 6£ APPLIED IN ACCORDANCE WITH MANUFACTURER'S -
<br /> TRENCHING FOR UTILITIES/PIPING. PLACING AND COMPACTING BACKFILL SpECIFlCAT€ONS. ]. ELECTRICAL WORK SHALL M DONE IN ACCORDANCE WIT#{
<br /> --•--^-» - INSTRUMENT SIGNAL WITH NEC, IEEE, ANSI. ASTM. ICED, NEMA, S L AND OSHA
<br /> - E ELECTRICAL MATERIALS AND PLACEMENT OF 6" THICK, BERMED, CONCRETE PAP. 1f. WHERE PVC PIPING PENETRATES CONCRETE, PENETRATION WILL BE SEALED USING ALL MATERIALS WILL BE U.L. (UNDERWRITERS LABORATORIES)
<br /> DRY PACK NDN SHRINK (0 PERCENT) GROUT, WITH MAX EXPANSION OF 4 PERCENT
<br /> 2) MECHANICAL WORK, INCLUDING INSiALLfNG RUNOFF SUMP, SUMP APPROVED FOR THE CLASS OF SERVICE FOR WHICH IT IS
<br /> ^-t�F--- CHECK VALVE EW EACH WAY PUMP, PLACING OF SURFACE AND SUBSURFACE PIPING, WATER TANK, IN THE PLASTIC STATE. INTENDED.
<br /> FLEX FLEXIBLE STEAM CLEANER, AND PERIMETER FENCING. AND CONNECTION 12. CONTRACTOR SHALL REPLACE/REPAIR JOINT BETWEEN NEW CONCRETE PAD AND
<br /> OF ALL HOSES AND APPURTENANCFS: AND 4. ALL CONDUIT SHALL BE RIGID GALVANIZED STEEL.
<br /> EXISTING ASPHALT PAVEMENT WITH A 4" THICK ASPHALTIC CEMENT CONCOURSE,
<br /> --C1¢- BALL VALVE FT FEET 3) ELECTRICAL WORK INCLUDING INSTALLING ELECTRICAL PANEL AND W(R€NG ASPHALT SHALL MEET GRADE AR4000. CALTRANS STANDARD SPECS, AND SHALL FVC CONDUIT MAY BE USED UNDERGROUND WHERE APPROVED.
<br /> G OAS FOR SUMP PUMP, TREATMENT SYSTEM, AND PERIMETER L€GHTING. BE COMPACTED TO 95% MAX. DENSITY IN ACCORDANCE WITH ASTM 0 1557.
<br /> CONTRACTOR SHALL PROVIDE COMPLETE AND OPERATING SYSTEM. 5. CONDUIT RUNS SHALL BE MODIFIED TO SUIT FIELD CONDITIONS. GGGp
<br /> I ELECTRICAL INTERLOCKHDPE HIGH DENSITY POLYETHYLENE 13. (6) TANK RESTRANT BRACKETS SHALL BE EQUALLY SPACED AROUND TANK 6. ALL CONDUITS TO BE REAMED AND FREE FROM BURRS AFTER
<br /> 2. LEV€NE-FRICKE WILL FURNISH THE FOLLOWING EQUIPMENT: CIRCUMFERENCE. BRACKETS SHALL BE MADE OF 3/8" STAINLESS STEEL. CUTTING AND/OR THREADING
<br /> HP HORSEPOWER- A 4,200 GALLON WATER STORAGE TANK WITH SPECIFIED FITTINGS 14. TANK BRACKETS SHALL BE FASTENED TO COMPLETED CONCRETE PAD USING 7/8"0
<br /> SAMPLING PORT ( ) 7. METAL CONDUITS ARE TO BE ASSEMBLED USING APPROVED FITTINGS.
<br /> I - INTERLOCK H1LTI HVA WITH HAS THREADED ROD. THREADLESS FITTINGS ARE NOT PERMITTED FOR RIGID CONDUIT.
<br /> (B) STEAM CLEANER ANCHORS WILL HAVE. 4" MIN. IMBEDMENT AND HE FIXED USING HEA RESIN,
<br /> CONTRACTOR WILL SUPPLY ALL OTHER EQUIPMENT AND APPURTENANCES AND WILL BE INSTALLED PER ICBG REPORT No, 4015. 8. JUNCTION BOXES SHOWN ON THE PLANS ARE TO ASSIST WITH
<br /> CONCRETE LSH LEVEL SWITCH HIGH SPECIFIED IN THESE SHEETS, INCLUDING (BUT NOT LIMITED TO) FENC€NG, LONG RUNS OF CONDUIT FOR WIRE PULL$. ADDITIONAL BOXES
<br /> 15. CONTRACTOR WILL PROVIDE WS OF TUDF, CHEMICAL RESISTANT SEALER ON ALL
<br /> CONCRETE, (W/RE€NFORCEMENT) BACKFILL MATERIALS, PIPING, VALVES, SUMP, OR PULLING FITTINGS MAY BE INSTALLED WHERE DEEMED
<br /> L5L LEVEL SWITCH-LOW SEALER CONCRETE SURFACES OF THE STEAM CLEANING AND DRAINAGE SUMPS.
<br /> ®
<br /> SUMP FUMES, EQUIPMENT BOXES, AND ALL ELECTRICAL AND LIGHTING SUPPLIES SEALER WILL BE POLYCHEM HC 121 (LYRIC (510) 828-7328) AND WILL BE APPLIED NECESSARY,
<br /> AGGREGATE BASE ♦ PHASE OR DIAMETER IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.
<br /> 3, ALL UTILITIES HAVE BEEN MARKED AT THE SITE, CONTRACTOR WILL 9. WHERE POSSIBLE CONbUGTDRS ARE TO BE CONTINUOUS BETWEEN
<br /> M MOTOR IMMEDIATELY REPLACE AT ITS OWN COST ANY UTILITY DISTURBED OR DEVICES. WHEN IT IS NECESSARY TO SPLICE CONDUCTORS IT
<br /> ASPHALTIC CONCRETE DESTROYED BY ITS ACTIONS WILL BE DONE IN JUNCTION BOXES CONTAINING TERMINALS. -
<br /> MAX MAXIMUM WIRE NUTS ARE NOT PERMISSA$LE,
<br /> 4. CONTRACTOR $HALL MAINTAIN A NEAT WORK ZONE, AND SHALL REMOVE EQUIPMENT NOTES
<br /> ^ PUMP MIN MINIMUM IN A TIMELY FASHION ALL DEBRIS AND UNSUITABLE MATERIAL GENERATED 10. ALL CONDUCTORS WILL BE MARKED W€TH THEIR APPROPRIATE
<br /> - BY ITS ACTIVITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSAL OF CIRCUIT NUMBER AT POINTS OF ORIGIN, DESTINATION AND ALL
<br /> 4�
<br /> PVC POLYVINYL CHLORIDE ALL DEBRIS. SOIL, AND OTHER WASTE MATERIALS GENERATED DURING 1. LEV€NE-FRICKE SHALL FURNISH WATER STORAGE TANK. TANK WILL BE JUNCTION POINTS.
<br /> CONSTRUCTION. LEVINE-FRICKE WILL COLLECT 3 SOIL SAMPLES DURING 4,200 GALLON CAPACITY, HOPE CONSTRUCTION, 10' DIAMETER, 8' FALL, - -
<br /> €?.7€ ASPHALT/CONCRETE ELEVATION SCH SCHEDULE EXCAVATION TO CHARACTERIZE THE SOIL & DEBRIS AS NON-HAZARDOUS. CONTACTOR WILL PLACE TANK AND CONNECT ALL LINES, LEVEL CONTROLS, 11. CONDUCTOR CIRCUIT NUMBERS SHALL BE IDENTIFIED BY HEAT
<br /> IF SOIL IS FOUND TO CONTAIN HAZARDOUS SUBSTANCES, LEVINE-FRICKE AND APPURTENANCES. SHRINK TUBING, WHITE WITH BLACK NUMBERS.
<br /> SP SAMPLING PORT WILL MANIFEST. SHIP, AND DISPOSE OF WASTES.
<br /> 2, LEVINE--FRICKE SHALL FURNISH STEAM CLEANING UNIT (ALKOTA 3302) WHICH 12. CONDUCTORS SHALL BE SIZED AS INDICATED ON THE PLANS -
<br /> F2 85 RMA IOP OF RIM ELEVATION SPEC. SPECIFICATION 5. CONTRACTORS SHALL PROVIDE ALL SIGNALS. BARRICADES, FLAGMEN CONTACTOR WILL PACE AND CONNECT. STEAM CLEANER REQUIRES 208/23OV, AND BE THWN OR THNN RATED.
<br /> TRANS. TRANSFORMER VEHICLEOR OTHERANDEICESPASSENGERNECESSARY
<br /> T SECURE WORK PERIMETER FROM 3 0, 30 AMP CIRCUIT, AND 3 GPM WATER SUPPLY CONNECTION.
<br /> 13, FLEXIBLE CONDUIT SHALL RAVE A MAXIMUM LENGTH OF 3 FEET.
<br /> 11.75 CONC TOP OF CONCRETE ELEVATION TYp TYPICAL 6, DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION 3, CONTRACTOR SHALL FURNISH ALL OTHER EQUIPMENT, INCLUDING, BUY NOT LIMITED TO: '
<br /> IN SOME AREAS, ANY UNCERTAINTIES OR PROPOSED CHANGES TO THE14. SYSTEM AND EQUIPMENT GROUNDING AND/OR BONDING
<br /> V VOLT DESIGN, MATERIALS, OR EQUIPMENT SPECIFICATIONS SHALL 8£ REFERRED (A) (2) SUMP PUMPS-STA-RITE 30GE1, 1/3 HP. 115V, SINGLE 0 "LL BE AS SPECIFIED IN THE NEC, SECTION 250
<br /> --IB" SD--- STORM DRAIN LINE w/SIZE INV INVERT TO ILEVINE-FRICKE FOR CLASSIFICATIONS OR APPROVAL. WITH WATER PROOF POWER CORD, OR EQUIVALENT.
<br /> (B) FENCE AND GATES INCLUDING ALL POSTS, BARBED WIRE AND SLATS, -
<br /> ELEV, ELEVATION 7. IF CONTRACTOR CHOOSES TO SUBSTITUTE ANY MATERIALS OR EQUIPMENT AS SPECIFIED ON SHEET S.
<br /> -12" SS--- SANITARY SEWER LINE w/ SIZE SPECIFIED IN THIS DESIGN WITH "EQUIVALENT' MATERIALS, THEN THE EQUIVALENT
<br /> CORCORNER SHALL RE SPECIFIED IN THE CONTRACTOR'S BID PACKAGE, AND IS SUBJECT TO (C) ELECTRICAL EQUIPMENT INCLUDING:
<br /> APPROVAL BY LEVINE-FRICKE. - SERVICE ENTRANCE METER TO BE CIRCLE AW FOR UNDERGROUND
<br /> -T -- CHAIN LINK FENCE BLDG, BUILDING SERVICE /U121317 OR EQUAL, CONTRACTOR TO CONFIRM COMPLIANCE
<br /> B. CURRENT
<br /> UNIFORM
<br /> AND WORKMANSHIP SHALL CONFORM TO THE WITH POWER COMPANY'S METER REQUIREMENTS,
<br /> CURRENT UNIFORM BUILDING CODE. OR LOCAL CODES, WHICHEVER
<br /> IS MORE RESTRICTIVE. CONTRACTOR SHALL OBTAIN ALL PERMITS AND VERIFY - PANEL "A" TO BE SQUARE D CLASS 1130-00327 WITH 100 AMP
<br /> G UNDERGROUND GAS UNE LOCAL CODES RFOUIRED. MAIN CIRCUIT BREAKER (42000 A€C) OE EQUAL BRANCH BREAKERS
<br /> AS SHOWN ON PLANS
<br /> 9. DRAWINGS REPRESENT FINISHED STRUCTURES AND UNLESS OTHERWISE SHOWN,
<br /> E UNDERGROUND ELECTRICAL LINE DO NOT INDICATE THE METHOD OF CONSTRUCTION. CONTRACTOR SHALL -- TREATMENT PUMP MOTOR STARTER TO BE ALLEN-BRADLEY
<br /> SUPERVISE & D€RECT WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL 109-AO91`03-016 OR EQUAL
<br /> CONSTRUCTION METHODS, TECHNIQUES, AND PROCEDURES, CONTRACTOR SHALL DUMP CONTROL AND LIGHTING CONTROL PANELS TO BE AS
<br /> W UNDERGROUND WATER LINE
<br /> CONFORM TO ALL OSHA REQUIREMENTS AND SAFETY STANDARDS Al ALL TIMES. _ SHOWN ON THE PLANS
<br /> CIVIL/CONCRETE NOTES HIGH LIGHTING FIXTURESSURE SOA, B, AND C 70 BE HUBBEL MHS-025OS-86-V
<br /> -- PROPERTY LINE SECTION AND DETAIL NUMBERING SYSTEM
<br /> - LIGHTING FIXTURE 0 TO HE HUBBEL MHS-02505-86X-V-PE
<br /> HIGH PRESSURE SODIUM
<br /> MAINTENANCE HOLE 1. CONCRETE PAN WILL BE 6" THICK CLASS "A" CONCRETE WITH REINFORCING STEEL.
<br /> 0 REINFORCEMENT IS ASTM A615, GRADE 60. # 4 0 12" CENTERS EACH WAY. - LIGHT€NG FIXTURE PDLL TO BE HOBBLE SSP--425 WITH THB-21. F) SECTION CUT REFERENCE
<br /> ®® BULL HORN AND 4024C MOUNTING ATTACHMENT
<br /> 0 STORM DRAIN 2. CEMENT WILL BE TYPE I PORTLAND. -- ALARM BEACON TO BE CROUSE HINDS VAPOR GUARD WITH SECTION NUMBER
<br /> 3. CONCRETE AGGREGATE WILL BE NATURAL SAND AND WITH-3/4" ROCK. ALUMINUM GUARD AND RED POLY CARBONET GLOBE OR EQUAL
<br /> F
<br /> lia GAS METER 4. THE FOLLOWING MINIMUM CLEAR DISTANCES SHALL BE MAINTAINED BETWEEN 5
<br /> REINFORCING STEEL AND CONCRETE FACE: -
<br /> 3" - TOP DRAWING ON WHICH SECTION APPEARS
<br /> Y WATER VALVE 2" - BOTTOM
<br /> 3' - SIDE 2) SECTION CUT SHOWN
<br /> 5, CONSTRUCTION JOINTS WILL BE AT APPROX. 15' INTERVALS AS SHOWN ON PLAN _
<br /> ® HOSE BIB VIEW (SHEET 3). CONTRACTOR SHALL INSPECT CONSTRUCTION JOINTS AFTER 28 DAYS SECTION NUMBER
<br /> FOR CRACKS AND STRENGTH BREAKS. ALL CRACKS WILL BE SEALED USING WATER-
<br /> PROOF, WEATHER RESISTANT CAULKING COMPOUND.
<br /> 1
<br /> "TT- DOWN SPOUT 6. CONCRETE SLAB & CURB SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH 4
<br /> OF 3000 PSI AT 28 DAYS.
<br /> v LIGHT FIXTURE ON FACE OF BUILDING 7. CONTRACTOR SHALL COLLECT & STORE TEST CYLINDERS OF CONCRETE. DRAWING FROM WHICH SECTION WAS TAKEN
<br /> STRENGTH TESTS WILL HE PERFORMED BY CONTRACTOR AT 7, 28. AND 60 DAYS,
<br /> AT A LABORATORY APPROVED BY LEVINE-FRICKF. 3) DETAIL REFERENCE
<br /> ® SAN€TARY SEWER CLEANOUT 8. SUBBASE IS 4" THICK. CLASS II AGGREGATE BASE, COMPACTED TO A
<br /> MINIMUM 95% OF MAXIMUM DENSITY IN ACCORDANCE WITH ASTM D 1557. DETAIL LETTER
<br /> 9. CONTRACTOR WILL GRADE/SLOPE CONCRETE TO GRAIN ALL LIQUIDS WITHIN THE
<br /> BERMED AREAS INTO THEIR RESPECTIVE COLLECTION SUMPS SO THAT STANDING A
<br /> WATER DOES NOT POND WITHIN THE BERMED AREAS. APPROXIMATE GRADES 3
<br /> ARE INDICATED ON SHEET 4. THE UNBERMED AREA WILL BE GRADED TO ALLOW
<br /> FLOW INTO THE AREA FROM THE EXTERIOR PAVING, AND TO DRAW ALL RUNOFF DRAWING ON WHICH pETA€L APPEARS
<br /> TO THE EXISTING STORM DRAIN.
<br /> REVISION DESIGN DRAWN CHECKED DATE APPROVED : Pro saf No.
<br /> FINAL - 1ssDED FOR 910 TAB NNM Rwc 9/x/96 SCALE NONE GUk STORAGE AND OPERATIONS COMPOUND 8
<br /> DESIGN : TAB Lag. LEVINE*FRICKE �4 N7ys' LINCOLN CENTER Date
<br /> SEPT. 96
<br /> DRAWN r NNM Xf00L0G:�s s.Tru€o sa+nsTe "Iio,eo4TsiT€E - Stockton, CaliforniaGENERAL NOTES, SYMBOLS Sheet
<br /> * 1"04 AND ABBREVIATIONS 2 of 7
<br /> CHECKED : Iiu1CJ Emeryville, Callfornta EF CIVIV �� S R ASSOCIAT GINEER DATE Issue 0
<br /> 0
<br />
|