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HomeMy WebLinkAbout10-00500052- 00074982GENERAL NOTES: STANDARD FIRE HYDRANT (1) FINLEY DIVIDED EARTH FREE OF ROCK LUMPS AND CLODS EXCEEDING 6" SHALL BE 'LACE BY HAND, GATE VALVE AND COMPACTED AROUND THE CAST IRON PIPE TO A 90, W/VALVE BOX DEPTH OF 12" OVER THE TOP OF THE PIPE BEFORE BACKFILL IS BEGUN BY ANY MECHANICAL EQUIPMENT. (2) ALL CONCRETE BLOCKING SHALL BE 28 DAY AS REQUIRED STRENGTH - 2000 psi. (3) ALL THRUST BLOCKING SHALL PROVIDE A MINIMUM OF 2 SQUARE FEET OF BEARING AREA OF CONCRETE ON UNDISTURBED SOIL. OR AS DIRECTED BY THE ENGINEER. REOUIRED (4) WATER MAINS WILL NOT BE FULLY PRESSURIZED UNTIL TEE OR TAPPING ~ CONCRETE HAS REACHED 7 DAY STRENGTH. VALVE SLEEVE REQURED (5) ALL PIPE WILL BE LAID SO AS THE ENTIRE BARREL WILL HAVE FULL BEARING ON THE FINE GRADED TRENCH BOTTOM. BELL HOLES SHALL BE CUT FOR EACH BELL AND FIRE ANCHOR 900BEND HYDRANT. (6) ALL FITTINGS SHALL BE MECHANICAL JOINTS UNLESS WATER LINE GATE VALVE OTHERWISE DIRECTED, W/vALVE BOX (7) HYDRANTS SHALL BE LOCATED NO CLOSER THAN 3 FEET STANDARD MEASURED FROM THE BACK OF CURB TO THE FACE OF THE FIRE HYpRAN~ STEAMER ON THE FIRE HYDRANT. i TIRE HYDRANT LOCATION I ~D D I Q- T'IF,W.-4 -A I FINISHED GRADE 24" X 24" X 6" 28-DAY CONCRETE STRENGTH m2000 psi WTIH 84 BAR AROUND ALL VALVE BOX. VALVE BOX PER SPECS. 2" SQUARE AWWA NUT EXTENSION WITH A CENTERING COLLAR. i TERMINATE 4' TO 5' FROM TOP OF BOX REALIGN AS NEEDED - STANDARD FIRE HYDRANT --jA MIN W Z J } a 3 O cl: 6" BURY LINE AS REO'D VARIES I n: I } So 6" STD. 6" D.I. OR C909 PIPE v GATE VALVE 6" MJ ANCHOR COUPLING ITH SS BOLT CONCRETE I PEA GRAVEL - FILL BLOCKING I TO 1 FT. ABOVE WEEP HOLE O THRUST BLOCK TEE OR TAPPING , BLOCK USING SLEEVE & VALVE MECHANICAL JOINTS 12"02"x4" PRECAST AS REQUIRED WITH SET SCREW CONCRETE BLOCK RETAINER GLANDS OR MEGA LUGS 6" X 12" GRADELOK BLOCK AS DIRECTED W/M.J. SPLIT GLANDS (ROTATE TO FINAL GRADE) OPTIONAL STANDARD FIRE HYDRANT ASSEMBLY IRe- DATE DETAIL NO, CITY OF BRYAN JAN. 209 B/CS UNIFIED Cris OF CuLt1;cE SraruON 171, r",,,,,,,;,,;.,;,,STANDARD DETAIL W1-02 !n 5• ll • IU ~4 s~ A-Ae:' r 0, 24" X 24" X 6" 28-DAY CONCRETE STRENGTH =2000 psi WTIH 84 BAR AROUND ~D D I ALL VALVE BOX. NOTE: 1. VALVE EXTENSION TO BE USED ONLY WHEN TOP OF GATE VALVE IS DEEPER THAN 5 FEET FROM FINISHED GRADE. 2. ALL VALVE OPERATING NUT EXTENSIONS ARE TO BE MADE OF STEEL, SIZED AS NOTED, AND PAINTED WITH TWO (2) COATS OF METAL PAINT. 3. EXTENSIONS SHALL BE A MINIMUM OF ONE (1) FOOT LONG. 4. VALVE BOX LIDS LOCATED ON VALVES TO ISOLATE FIRE SUPPRESSION LINES FROM PUBLIC WATER LINES SHALL BE AMPro USA, LL562 LOCKABLE LID. COPPERHEAD SNAKEPIT TEST STATION (LIGHT DUTY) OR APPROVED EQUAL VIEWA -A COPPERHEAD SNAKEPIT TEST STATION (LIGHT DUTY) OR APPROVED EQUAL F7 A VALVE BOX PER SPECS WITH BOX EXTENSION AS NEEDED =7-i e w s° H n . T 2" SQUARE AWWA NUT EXTENSION WITH CENTERING COLLAR. TERMINATE 4' TO 5' FROM TOP OF BOX. AWWA C900 - PRESSURE PIPE 14 g, INSULATED - COPPER TRACER WIRE W/ ALL SPLICES MADE USING APPROVED WATER TIGHT CONNECTORS r ~ • vim, •i STD. GATE VALVE W/STAINLESS STEEL BOLTS PVC OR D.I. PIPE BLOCK AS DIRECTED. MIN. DIMENSION APPROX. EQUAL TO ONE BAG OF SACKRETE GATE VALVE & BOX IB DATE DETAIL NO. CITY OF BRYAN .JAN. 2009 B/CS UNIFIED CNoFC)LLLGESrAFION 77" r„xn i„ 71, STANDARD DETAIL W1-00 soa-~ to •sa 5~,i•ro Pi / ® SELECT MATERIAL MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) INCHES IN THE LARGEST DIMENSION), COMPACTED TO A MINIMUM OF 90% OF MAXIMUM DENSITY AS DETERMINED BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN OPTIMUM TO •4% OF OPTIMUM UNDER NON-STRUCTURAL AREAS Ge...YARDS, PASTURES, EASEMENTS) AND TO A MINIMUM OF 98% OF MAXIMUM DENSITY AS DETERMINED BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN OPTIMUM TO •4% OF OPTIMUM UNDER NEW STREET AND PAVEMENT AREAS. ® GRANULAR MATERIAL MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE OF DETRIMENTAL QUANTITIES OF CLAY. DEBRIS, OR ORGANIC MATERIAL AND WHICH, WHEN TESTED BY STANDARD LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS NOTES: 1. FOR BEDDING AND TRENCHING WITHIN ALL PAVED AREAS SEE DETAILS FOR OPEN CUT STREETS. 2 PPE BSHADLILGBE N ACCORDANCE W TH ANSI/AWWA STANDARDS FOR PVC PIPE. 3. IRON BPIPEI SHA &LLNBE IN ACCORDANCE ITH ANSI/AWWA C150/A21.50 4. COMPACTION SHALL BE ATTAINED BY MECHANICAL TAMPING. 5. RELATIVE COMPACTION SHALL BE TESTED IN THE PRESENCE OF THE CITY ENGINEER. MAXIMUM LIQUID LIMIT 15 6. DUST RESULTING FROM THE CONTRACTOR'S MAXIMUM PLASTICITY INDEX PERFORMANCE OF THE WORK, EITHER INSIDE MAXIMUM PERCENT PASSING NO. 200 SIEVE 1350 OR OUTSIDE THE RIGHT-OF-WAY SHALL BE MINIMUM PERCENT PASSING 3/4" SIEVE 0 CONTROLLED BY THE CONTRACTOR. THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET, SHALL 7, ALL TRENCHES SHALL BE BACK FILLED AND ING NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. TEMTOE AR D OF I EACH G ORWORKING DAY CED © CEMENT STABILIZED SAND 8. SEE "OPEN CUT DETAILS" ST4-00. ST4-Dl & ST4-02. 9. EVERY 100 FEET PROVIDE A WATER STOP BLOCK COMPOSED OF CEMENT SAND OR NATIVE MATE RIALDE PENDING ON EMBEDMENT. BLOCK SHALL BE6 FEET IN LENGTH. NO BEDDING SAND IN THIS AREA. ORIGINAL GROUND OR ORIGINAL GROUND BOTTOM OF SUB-GRADE IN FUTURE STREET IN FUTURE STREET AREA AREA 7 2' O SELECT MATERIAL 6"-12" © CEMENT STABILIZED SAND 6-12 © (MANUALLY ; CONSOLIDATE AT OPTIMUM 4" MOISTURE) UNDISTURBED SOIL 4„ PIPE O.D. PIPE _j 6 MIN./12" MAX. 0. D. PLACE METAL DETECTOR TAPE AT A MINIMUM OF 24" ABOVE TOP OF PIPE 6' MIN./12" MAX. OPTION NO. I OPTION NO. 2 BEDDING AND TRENCH FOR DI PIPE & PVC PIPE WITHIN NON-STRUCTURAL OR NEW PAVED AREAS DATE DETAJL NO. CITY OF BItY.w JAN. 2009 B/CS UNIFIED CrrrurCuL~rc;~Sr.ailu~ T,, C,,„,,,,;.STANDARD DETAIL W4-02 10-6;k 5.11•t0 10:1 CAUTION! -OVERHEAD ELECTRIC LINE 1 O Z Now 00-%Q z0a LL_ \H6RIZ. SCALE: 1"=30' OZ p VER. SCALE:I 1"=3' 0 1 0 C) Li I LOT 1 00 0 0 1 2.39 ACRES COUNTRY MEADOWS LANE \ 0 d t 3 Q O m ~0a in3 I za I 270 H ~ m LO to r qq, LL. I I I ~\\STA 0+00 FURNISH AND INSTALL STD. CITY OF COLLEGE STATION FIRE HYDRANT ASSEMBLY TO INCLUDE CUTTING IN z DI,MJ TEE & VALVE AT EXISTING 6" WATERLINE, HYDRANT VALVES, ALL NECESSARY APPURTENANCES & BLOCKING FL=263.2 (ASSUMED) z ; LOT 2 z 1 I 2.43 ACRES III 60 I I LLJ , k FIRE HYDRANT LINE 'A' N15 2 w I S \ \ z 0 L ' ~ 4 268 r 266 - m N 15' 264 262 (LO INSTALL STATION FIRE HYDRANT ASSEMBLY TO INCLUDE CUTTING IN DI,MJ TEE & VALVE AT EXISTING 6" WATERLINE, HYDRANT 260 VALVES, ALL NECESSARY APPURTENANCES & BLOCKING FL=263.2 (ASSUMED) 0 lO 0 0 CAUT16NI OVERHEAD ELECTRIC LINE o ~ YJ N1 F z ~o a am ~ z; In- Z w 3 m 266 264 262 260 258 256 \HORIZ. ~ SCALE: 1"=30' ffi? wm m: U_ VERT. p SCALE 1"=3' ~wa ~ae x Z7 E5 F E m E PPrc s p O = w I I N rn W ?Q o PaLL w m N t _ Z UQ I Npw I ~2 W OO 2 Q nn I LOT 3 Z O I 3 Q o I I 2.42 ACRES ~Q D0_j I 0 aw< _ ~ a I m0 i W 0 ~ c'j V~v W z 0 r-------- I LOT 4 cl) ~ 3.08 ACRES LL o \ ~ ww \EA 0+00 FURNISH AND INSTALL STD. CITY OF COLLEGE w F STATION FIRE HYDRANT ASSEMBLY TO " INCLUDE CUTTING IN, a F Z DI,MJ TEE & VALVE AT EXISTING 6 WATERLINE, HYDRANT a w 0 VALVES, ALL NECESSARY APPURTENANCES & BLOCKING A o FL=259.0 (ASSUM ED) ' FIRE HY DRANT LINE B a a w ~o r 15' m i STA 0+00 FURNISH AND INSTALL STD. CITY OF COLLEGE STATION FIRE HYDRANT ASSEMBLY TO INCLUDE CUTTING IN DI,MJ TEE & VALVE AT EXISTING 6" WATERLINE, HYDRANT VALVES, ALL NECESSARY APPURTENANCES & BLOCKING FL=259.0 (ASSUMED) 0 N 0 0 or~eww a+: w Eri': DATE: OS/lo/2Z SHEET W-1 OF I to sa 5 ~~~~o Io~ 12~