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HomeMy WebLinkAboutConstruction Details Continued 5.1 ° i Lf3 U vo m ZC 12 00 d 0 N N _ O v IV) E > O O i m z i () L,p to O 1 cu r_ O C J Cu NOT APPROVED NON-POTABLE WATER VERTICAL SEPARATION REQUIREMENTS HORIZONTAL SEPARATION REQUIREMENTS �, 1n 3 LINE (NP, A/A// /�A/\i ZONE 1: ZONE 1: z a� 3 A NO SPECIAL REQUIREMENTS FOR A) WATER AND NPWL MUST BE SEPARATED BY AT LEAST 18 ) Q .0) - CONSTRUCTION \\\\/\ / ° O WATER LINE % z AND INCHES ZONE 2: w D CO \j\ \ y A NO SPECIAL REQUIREMENTS FOR POTABLE OR c> m / / \ z B) ONE FULL, UNCUT LENGTH OF BOTH PWL AND NPWL ) ri \ \ ` PIPE MUST BE CENTERED ON THE CROSSING SO THAT NON-POTABLE SERVICES. THE JOINTS ARE AS FAR AS POSSIBLE FROM THE B) WATER AND NPWL SEPARATED BY AT LEAST 6 FEET AT VERTICAL BEND DETAI %w 8 i z CROSSING. AND uTSIDE WALLS. m o V/\ V/\ • /V/\� 2 \ VA/A A J a ZONE 2; C) WATER AT LEAST 18 INCHES HIGHER IN ELEVATION THAN g i z 3 a A) ONE FULL, UNCUT LENGTH OF BOTH PWL AND NPWL THE NPWL. jV 6 10 PIPE MUST BE CENTERED ON THE CROSSING SO THAT AND EITHER 7 \ ,\ z THE JOINTS ARE AS FAR AS POSSIBLE FROM THE D) NPWL CONSTRUCTED TO WATER MAIN STANDARDS AND ti DO NOT LOCATE IN CONCRETE CROSSING PRESSURE TESTED FOR WATER TIGHTNESS. A TVA%VA/VA/VA VA/ VA� \ BLOCKING 10 FEET* AND EITHER: �) SITE SPECIFIC REQUIREMENTS APPROVED BY DEQ. N \ �A B) NPWL MUST BE CONSTRUCTED TO WATER MAIN Z STANDARDS AND PRESSURE TESTED FOR WATER TIGHTNESS REDUCER 8 //%\\ BOTH SIDES OF F ACROSSING.HORIZONTAL ZONTAL DISTANCE OF 10 FEET ON ZONE 3: NOT ALLOWED WITHOUT DEQ WAIVER. J (t! \�i LEGEND OR ZONE 4: SANITARY SEWER FORCE MAINS MUST HAVE MINIMUM 3 FOR HORIZONTAL PIPE BENDS, BEARING THRUST BLOCKS C) EITHER THE NPWL OR WATER LINE OR BOTH MUST BE 10 FEET HORIZONTAL SEPARATION AND 18 INCHES 3 /\\ MUST PROVIDE 2500 PSI CONCRETE POURED AGAINST ENCASED WITH A SLEEVE MATERIAL ACCEPTABLE TO DEQ VERTICAL SEPARATION. ZONE 2 AND ZONE 3 PLACEMENTS UNDISTURBED EARTH PER TABLE 1. FOR A HORIZONTAL DISTANCE OF 10 FEET ON BOTH ARE NOT ALLOWED WITHOUT A WAIVER GRANTED BY DEQ. b y 5 ��/i//i//i//i//�//�/' WATER LINE SIDES OF THE CROSSING. �2 FOR VERTICAL PIPE BENDS, GRAVITY THRUST THRUST BLOCKS MUST PROVIDE A VOLUME OF CONCRETE POURED AGAINST PLUG DETAIL N ZONE 3: SAME REQUIREMENTS AS ZONE 2 EXCEPT THE NPWL zL41 cc UNDISTURBED EARTH WHICH IS SIZED FOR EXPECTED FORCES \ O 7 WITH A MINIMUM 1.5 FACTOR OF SAFETY. / T ZONE 1 ZONE 2 ZONE 3 MUST ALSO BE SUPPORTED ABOVE THE CROSSING TO PREVENT SETTLING. d Z NO. 12 COPPER FINDER WIRE. SEE SD-514 FOR SPLICING. *DISTANCES ARE HORIZONTAL �l SAP TEE ® C.I. LVE BOX WITH COVER. ZONE 4: SAME REQUIREMENTS AS ZONE 1 EXCEPT THE NPWL MP 8 MUST ETTLIN ALSO BE SUPPORTE SOUPPORTED ABOVE THE CROSSING TO 5l� C.I. GATE VALVE (M.J.). PREVENT 3 a //�\/ PROFILE VIEW PLAN VIEW © PRECAST BLOCK FOR CUT IN TEE AND VALVE OR OAST IN Potable & Non-Potable Water Line WL Separation 6 PLACE WITH 2-1/2-INCH 4 MIN. REBAR. � p [� REF.: IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION, STD DWG. SD-407 NOT TO SCALE _ 0 TRENCH SIDE. COVER,1MIN. ® PIPE. WATERTIGHTELL GALVANZEDBSTEEL VALVE ANCHOR D ETA I L COVER AND CANISTER r o = TABLE 1 9O PLUG. 0 z ¢ THRUST AREA FOR HORIZONTAL BENDS 00 HAMMERHEAD THRUST BLOCKING. ~ w a o VA/T < i z SOIL BEARING PRESSURE = 2000 PSF Q ANCHOR BARS (i/2"0 MIN.). ^� r� Or z =o WORKING PRESSURE RATING = 150 PSI TEE DETAIL SAFETY FACTOR = 1.5 N MINIMUM SQUARE FEET OF THRUST AREA ONTO UNDISTURBED EARTH 7 Q M ¢ O y�`v. NOTES: v� 0 M z PIPE TEE, PLUG 99 45' 22.5', 11.2S // // �/ \F/ A'/ SEE STD. DWG. NO. 7.11(W) FOR 1 o z ¢ ** \\ \ \\/\\/\\/\\/\\/ A ANCHOR ALL VALVES CONNECTED TO PVC PIPE AS SEPARATED SIDEWALKS SETBACKS. 10" SIZE OR VALVE BEND BEND BENDS OR REDUCER y\j\/\ \ SHOWN. \\\ APPROX. c� 3 0.8 1.1 0.6 0.3 V/� /VA/\. 6" (MIN) U CJLJ 4 1.4 2.0 1.1 0.6 ® //A//A// 14" (MAX) O �' 6 3.2 2.4 1.2 \\�\\ © COVER BOLTS AND FLANGES WITH PLASTIC TO 0 0 0 // PROTECT FROMCONCRETE ADHERENCE DURING +- U 8 5.7 8.0 4.3 2.2 \�A�/� CONSTRUCTION OF THRUST BLOCKS. z � m 10 8.8 12.5 6.8 3.4 //\\//\\ T ACCORDANCETWITHI LOCAL IN p 12 12.7 18.0 9.7 5.0 \//\/ © SEE CHART FOR MIN THRUST BLOCKS BEARING U 0 a w STANDARDS). 3 14 17.3 13.3 6.8 \/\\ AREAS. o ..� o 16 22.6 32.0 17.3 8.8 ��//�//�//�//\ AAA � lvi (D) ALL CONCRETE TO BE 2500 PSI STRENGTH POURED 5-1/4" LID FINISHED GRADE r° BREAK AWAY BOLTS z SEE W-406CD 18 28.6 40.5 21.9 11.2 \/A/A/A // AGAINST UNDISTURBED EARTH. z¢ *MUST BE INCREASED BASED ON DIFFERENT CONDITIONS (HIGHER A%AAA VA/% 'A '"� o WORKING PRESSURE OR LOWER SOIL BEARING STRENGTH). �V//V /VA/V PROVIDE 6 MIL POLYPROPYLENE BETWEEN FITTINGS �� / �'�' � z \\ \\ \//\i AND CONCRETE. ,% END OF TRENCH, EDGE OF N **OR TEE ACTING AS A 90 DEGREE BEND. / 24"bx6° CONCRETE COLLAR WITH (2) #4 SIDEWALK RIGHT-OF-WAY ***THRUST BLOCK DEPTH TO BE A MINIMUM OF 12 INCHES FOR PIPE �A%AAA \//�� CAP OR PLUG AND INSTALL '� //, 3 /\/ QF NOTIFY ENGINEER FOR ANY CONDITION OR REBAR HOOPS (IN PAVED AREAS) PER 6 C.I. AUXILIARY VALVE (MJxFLANGE). SIZES 3 INCHES TO 8 INCHES AND 18 INCHES FOR PIPE SIZES 10 \ PIPE SIZE NOT INDICATED. SERVICE LINE MARKER PER CALDWELL STANDARD DRAWING W-406. INCHES TO 18 INCHES OR THE SQUARE ROOT OF THE REQUIRED TYPICAL BEND DETAIL SD-512 (TYP.) BEARING AREA, WHICHEVER IS GREATER. © ALL BLOCKS TO BE CENTERED AROUND PIPE SPRING CAST IRON VALVE BOX 6" DIAMETER PIPE. IF LENGTH IS GREATER THAN WRAP DRAIN ROCK WITH FILTER LINE. 2% SLOPE 17 MIN, 20', RESTRAIN INTERMEDIATE JOINTS WITH T U NO. 12 AWG. COPPER WIRE FINDER. SEE APPROVED JOINT RESTRAINT. (SEE NOTE 4) ,, FABRIC (TOP AND SIDES) 1 Concrete Thrust Blocks SD-514 FOR SPLICING (SEE NOTE 5). 4" - 1/8 OR 1/16 �� w REF.: IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION, STD DWG. SD-403 NOT TO SCALE BEND AS NEEDED " fi TEE OR APPROVED DRAIN - KEEP CLEAR ' CONNECTION \ 2'x2'x2' OF 1" DRAI ROCK. TOP OF ROCK SHALL BE 6° --J------- TEE (MJxMJxFLANGE) WITH ABOVE HYDRANT DRAIN HOLE `, MECHANICAL RESTRAINED PRECAST CONCRETE BLOCK SD-51 1 , TYPE "B" SEWER MAIN CONNECTIONS (SEE NOTE 4). MECHANICAL JOINT CONNECTION WITH JOINT 1'xt'x6" THICK RESTRAINT DEVICE TYPICAL (SEE NOTE 4) 8" PVC (ASTM D-3034, VALVE SUPPORT 3/4° TO 1" CLEAN DRAIN ROCK EXTENDS 12" SDR-35) v PAY LIMIT FOR HORIZONTALLY FROM EACH SIDE OF CONCRETE BASE AND THRUST BLOCK AND VERTICALLY TO 2" ABOVE P2"x4" MARKER AND HYDRANT BID ITEM HYDRANT DRAIN WALL FINDER WIRE PER NOTES: ISPWC SD-512 2"x4" MARKER AND FINDER i. HYDRANTS THAT ARE TO RELOCATED AS CALLED FOR ON THE VIEW SHALL BE REINSTALLED IN ACCORDANCE WITH --- ---- DEVELOPER PROPERTY- WIRE PER ISPWC SD-512 THIS DETAIL. SEE PLANS FOR STUB ' TERMINATION LOCATION y, 2. ALL AUXILIARY VALVES SHALL BE LOCATED AT THE TEE ON THE WATER MAIN AS SHOWN ON THIS DETAIL UNLESS 1.5 TIMES MAIN LINE SIZE OTHERWISE SPECIFIED. MINIMUM (AWWA C-900 PVC) 3. WHERE EXISTING FITTINGS ARE NOT COMPATIBLE WITH NEW MAIN CONSTRUCTIONS, SUITABLE ADAPTORS OR NEW L, 7n FITTINGS SHALL BE USED UPON APPROVAL BY THE STAR SEWER AND WATER DISTRICT. o d WATER-TIGHT s 4. ALL ANCHORS AND BLOCKING TO BEAR AGAINST UNDISTURBED SOIL. !i PRESSURE IRRIGATION PLUG OR CAP p w LINE (TYPICAL) <I ' 5. IF WATER SERVICE TO HYDRANT IS TO COMMENCE PRIOR TO SETTING OF CONCRETE THRUST BLOCKING. A o - 2" PVC z_a COMBINATION OF CONCRETE AND UNI-FLANGE SERIES 1300 JOINT RESTRAINT SHALL BE USED. �, z (ASTM D-2241) WATER-TIGHT I w g N 4" SEWER SERVICE PLUG OR CAP 3 6. PLACE LOCATOR WIRE ALONG THE NORTH AND EAST SIDE OF PIPE. SECURE FINDER WIRE UNDER (MJ) BOLT. � aI (TYPICAL) \ 7. ALL 4-1/2-INCH OUTLETS TO BE POINTED TOWARDS PRIMARY STREET OR ACCESS ROAD. 1" WATER SERVICE -_- // (TYPICAL) CENTERLINE OF 8. PROVIDE A MINIMUM FIRE-FLOW OF 1500 GPM FOR MANUAL FIREFIGHTING OPERATIONS PLUS THE GALLONAGE Note 2% SLOPE 1% MIN. SEWER MAIN REQUIRED FOR THE AUTOMATIC SPRINKLER SYSTEMS. ( c AREA FROM END OF SLEEVE SHALL BE 45' BEND I 9. ALL REQUIRED FIRE HYDRANTS SHALL HAVE A MINIMUM OF 6 FEET CLEAR CIRCUMFERENCE FROM MATURE a i, PLUGGED WITH RAMNEK MASTIK OR EQUAL. ( 45' BEND + LANDSCAPING OR OTHER FIXED VERTICAL OBJECTS. UFC 1001.7.2. INVERT ELEVATION AS n SHOWN ON PLANS Pi e Sleeve Section Detail 10. ALL REQUIRED FIRE HYDRANTS SHALL BE PLACED 18 INCHES ABOVE FINISH GRADE TO THE CENTER OF THE ¢" 4-1/2-INCH OUTLET. 1995 NFPA 4-3.3. z w B 2 NOT TO SCALE SD-51 1 -'A` 3 � � mz z 11. PAINT FH WiTH FIRE HYDRANT PAINT; RED WITH WHITE CAPS. o m o o LOP Standard Sealer SerV1Ce COrineCtiori 12. PROVIDE STAR FIRE DEPARTMENT WITH BLUE REFLECTORS TO BE LOCATED IN STREET BY THE FIRE DEPARTMENT.4 o a REF.: IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION, STD DWG. SD-511 & SD-511-A. NOT TO SCALE Fire Hydrant Detail SHEET NO: REF: STAR SEWER AND WATER DISTRICT DWG NO. 7.10(W) NOT TO SCALE