The URL can be used to link to this page

Home My WebLink About1980 - (#114) Phase One Water Distribution SystemI I i SUBDIVISION OF A PORT/ON OF SECT/ON /8 TOWNSHIP 3/ SOUTH RANGE 39 EAST � IV ��A\ r=r773) m:�)n cm �,7 n YDRANT ( 4 2" BURY) COLOR TO BE C.a-.7STANDARD AW WA YELLOW PUMPER CONN. 4 1/2 0 2-21/2" FACING STREET OUTLETS i I tD WELL COMPACTED ' FILL - 2COVER MARKED "WATERf N / III �I VALVE BOX ADJUSTABLE SCREW TYPE- w - 5 y4" DIA. SHAFT a w z Nix I �--6n M.J. TEE OR M.J. REDUCING TEE SIZED / I / ACCORDING TO MAIN DRAIN HOLES I�It MUST- BE THRUST BLOCK CLEAR t + �, h BEARING AREA 4 S4 6� HYDRANT CONNECTOR- \ WATER MAIN Ft. ;' LENGTH AS REQUIRED VARIABLE '--rs" M.J. GATE VALVE - --- TYPICAL HYDRANT AND VALVE DETAILS UNLESS OTHERWISE NOTED UNLESS OTHERWISE NOTED LOCATE GATE VALVE ON PC. LOCATE FIRE HYDRANT ON PC. I I ' P/L A, A' WATER MAI I WATER MAI P/L DIMENSION 'A' AS SHOWN ON PLANS PROPERTY LINE (P/L) SHALL MEAN , FULL DEDICATED WIDTH, P C - POINT OF CURVATURE VALVE LOCATION HYDRANT LOCATION CONC. PAD 24"X 24" X 4" DP FOR UNPAVED AREAS 2 -COVER MARKED "WATER" VALVE BOX ADJUSTABLE SCREW TYPE- MINIMUM TWO / LENGTH OF PIPES 5 y4" DIA. SHAFT Z O z W J � as _ _z O c� M.J. NON- a w ai RISING STEM, DOUBLE / `° o z DISC GATE VALVE I t _ PV.C. OR ASBESTOS CEMENT WATER MAIN TYPICAL GATE VALVE AND BOX DETAIL S' - n" V A V REMOVABLE FLUSHING NOZZLE - 2" VALVE WITH REMOVABLE TEE CROSS WITH I PLUG BEND TEE WITH PLUG FIRE HYDRANT WHEEL HANDLE o _ I FINISH GRADE Nlw METER BOX J. 1 M.J. END CAP WITH 2� I.P. OUTLET `♦ •L 1 CROSS WITH 2 PLUGS OFFSET W Y E IF THRUSTS, DUE TO' HIGH PRESSURE, 2 PVC \-GRAVEL ARE EXPECTED, ANCHOR VALVES AS SHOWN. 2„ THREADED PVC. END OF WATER MALE ADAPTOR TRENCH EDGE OF MAIN WIDTH CROSS CUT MIN S F BEARING AREA FOR THRUST BLOCKING* BLOW OFF DETAIL t AT VERTICAL BENDS, ANCHOR UNDISTURBED SOIL TO RESIST OUTWARD THRUSTS TYPICAL SECTION AS SHOWN 1i " VALVE WITH REMOVABL 1 ,t GALV 9T ELL WHEEL HANDLE I )'eGALV 9(r STREET ELL IGALV _Z CLOSE NIPPLE 1 N 1-- IV GALV. RISER f� o I� M I WATER MAIN -� TRANSITE TAPPED COUPLING TYPICAL SAMPLING POINT DETAIL ( WHEN NO SERVICES AVAILABLE ) PIPE FIRE HYDRANT 900 450 22 V20 DIA TEES 8 DEAD ENDS BEND BEND BEND 4" 1.4 2.0 1.1 0.5 6" 2.9 4.0 2.2 1.1 8" 5.0 7.0 3.8 1.9 108' 1 11.4 6.2 3.1 12 11.5 16.2 8.8 4.5 16" 202 1 2&5 1 15.4 1 7.8 E I. THRUST BLOCKS SHALL BE POURED AGAINST UNDISTURBED MATERIAL. WHERE TRENCH - - - - - - - - - - - - - I — WALL HAS BEEN DISTURBED, EXCAVATE ALL LOOSE MATERIAL 8 EXTEND THRUST TRENCM A I I BLOCK TO UNDISTURBED MATERIAL — — — — — — — — — CONSTRUCT NEW I (EXISTING PAVEMENT I PAVEMENT 2. ON TEES & BENDS, EXTEND THRUST BLOCK FULL LENGTH. PLACE BOARD IN FRONT OF - - - - - - - - TRENCH A I _ ALL PLUGS BEFORE POURING THRUST BLOCK. KEEP M.J. BELLS AND BOLTS FREE FROM CONCRETE. 3. BACKFILL SHALL CONSIST ENTIRELY OF CLEAN SAND 8 ROCK FRAGMENTS. ANY MUCK EXISTING PAVEMENT SMALL BE I TRIMMED ALONG NEAT STRAIGHT LINES I ENCOUNTERED SHALL BE REMOVED 8 REPLACED WITH ACCEPTABLE MATERIAL S' MAX WIDTH FOR 4. CONCRETE FOR THRUST BLOCKS SHALL HAVE A MINIMUM STRENGTH OF 2500 P. S. I. AT 28 DAYS. PAY PURPOSES YARt 5. THRUST BLOCK SIZES COMPUTED AT 150 PS I. PRESSURE AND 2000 PS.F SOIL BEARING CAPACITY i THRUST BLOCK DETAILS I'- a 1'-0 BACKFILL IN 9' COMPACTED LAYERS BACKFILL TO A POINT ONE f FOOT (1'-0) ABOVE CROWN OF PIPE, IN 6" COMPACTED 30" MAX. TRENCH WIDTH AT TOP LAYERS. �^ OF PIPE FOR ALL SIZES UP TO 16" VARIES SECTION A -A GENERAL NOTES TRENCH FILL AND PAVEMENT DETAIL I. ALL WATER MAINS SHALL BE JOHNS-MANVILLE RING-TITE PVC PIPE CLAS& 160 TYPE I GRADE I (S D R 26) AND BEAR THE NSF SEAL FOR POTABLE WATER PIPE OR TRANSITE ASBESTOS -CEMENT CLASS 150 WHICH MEETS OR EXCEEDS AWWA C400-65 SPECIFICATIONS. 2. FIRE HYDRANT SHALL NOT BE LOCATED WITHIN PAVED OR PROPOSED PAVED AREAS 3. VALVE COVERS TO BE SET FLUSH WITH PAVEMENT WHEN 1 i ,,—FORD * 202 DOUBLE STRAP SADDLE , �\ • i I WITH I I/2" I. P. TAP ( SHOWN) OR I / eli 1 TRANSITE TAPPED COUPLING WITH ' Y 1 Let- THREADED OUTLET 24" MIN. COVER 8of CONC. BLOCK p•, ST - - — _-- ► 9` BEHIND FITTING FOR THRUST RFFT 1 1/2" PVC MALE THREAD •"'�� u% . iQ X BELL ADAPTOR �'l A04 y (ij Ftyy SERVICE-G-TITE PVC PIPE -CLASS 160 1 X I" X 1 1/2" GALV. TEE (DOUBLE ASS'Y) Q\P� Co 90 Cp CFti�c I X I V2" GALV. RED. ELL (SINGLE ASS'Y)l eCpC JG '(�� tiC � � T WATER MAIN ( RING-TITE PVC - PVC MALE THD. X BELL ADAPTOR Q coFp (j® p� CLASS 160 OR ASBESTOS \\IZ QJ R T,44ce, G CEMENT- CLASS 150) TYPICAL l 1/211 SERVICE CONNECTION DETAIL SCHEMATIC - TYP METER, SERVICE / DOUBLE ASS'Y LOCATED WITHIN PAVED AREAS. 4. WHERE A FIRE HYDRANT TEE AND VALVE ARE INSTALLED WITH NO FIRE HYDRANT, THE VALVE SHALL BE CAPPED OR PLUGGED. D. E. R. 111APPR. N° WD 31-202-6 JULY 9 1980 rLVRtUA r�Ai t Ur rLUf2iuA DATE: MAY 80 DSG. BY; L. H. DWN. BY: A. J. RELEASEC BY SHEET NO., 4 SCALE I=1008 CKD BY: J.G. APF'R . BY 4 OF 4 F11 r 4.72 - 22- 80 I t _ PV.C. OR ASBESTOS CEMENT WATER MAIN TYPICAL GATE VALVE AND BOX DETAIL S' - n" V A V REMOVABLE FLUSHING NOZZLE - 2" VALVE WITH REMOVABLE TEE CROSS WITH I PLUG BEND TEE WITH PLUG FIRE HYDRANT WHEEL HANDLE o _ I FINISH GRADE Nlw METER BOX J. 1 M.J. END CAP WITH 2� I.P. OUTLET `♦ •L 1 CROSS WITH 2 PLUGS OFFSET W Y E IF THRUSTS, DUE TO' HIGH PRESSURE, 2 PVC \-GRAVEL ARE EXPECTED, ANCHOR VALVES AS SHOWN. 2„ THREADED PVC. END OF WATER MALE ADAPTOR TRENCH EDGE OF MAIN WIDTH CROSS CUT MIN S F BEARING AREA FOR THRUST BLOCKING* BLOW OFF DETAIL t AT VERTICAL BENDS, ANCHOR UNDISTURBED SOIL TO RESIST OUTWARD THRUSTS TYPICAL SECTION AS SHOWN 1i " VALVE WITH REMOVABL 1 ,t GALV 9T ELL WHEEL HANDLE I )'eGALV 9(r STREET ELL IGALV _Z CLOSE NIPPLE 1 N 1-- IV GALV. RISER f� o I� M I WATER MAIN -� TRANSITE TAPPED COUPLING TYPICAL SAMPLING POINT DETAIL ( WHEN NO SERVICES AVAILABLE ) PIPE FIRE HYDRANT 900 450 22 V20 DIA TEES 8 DEAD ENDS BEND BEND BEND 4" 1.4 2.0 1.1 0.5 6" 2.9 4.0 2.2 1.1 8" 5.0 7.0 3.8 1.9 108' 1 11.4 6.2 3.1 12 11.5 16.2 8.8 4.5 16" 202 1 2&5 1 15.4 1 7.8 E I. THRUST BLOCKS SHALL BE POURED AGAINST UNDISTURBED MATERIAL. WHERE TRENCH - - - - - - - - - - - - - I — WALL HAS BEEN DISTURBED, EXCAVATE ALL LOOSE MATERIAL 8 EXTEND THRUST TRENCM A I I BLOCK TO UNDISTURBED MATERIAL — — — — — — — — — CONSTRUCT NEW I (EXISTING PAVEMENT I PAVEMENT 2. ON TEES & BENDS, EXTEND THRUST BLOCK FULL LENGTH. PLACE BOARD IN FRONT OF - - - - - - - - TRENCH A I _ ALL PLUGS BEFORE POURING THRUST BLOCK. KEEP M.J. BELLS AND BOLTS FREE FROM CONCRETE. 3. BACKFILL SHALL CONSIST ENTIRELY OF CLEAN SAND 8 ROCK FRAGMENTS. ANY MUCK EXISTING PAVEMENT SMALL BE I TRIMMED ALONG NEAT STRAIGHT LINES I ENCOUNTERED SHALL BE REMOVED 8 REPLACED WITH ACCEPTABLE MATERIAL S' MAX WIDTH FOR 4. CONCRETE FOR THRUST BLOCKS SHALL HAVE A MINIMUM STRENGTH OF 2500 P. S. I. AT 28 DAYS. PAY PURPOSES YARt 5. THRUST BLOCK SIZES COMPUTED AT 150 PS I. PRESSURE AND 2000 PS.F SOIL BEARING CAPACITY i THRUST BLOCK DETAILS I'- a 1'-0 BACKFILL IN 9' COMPACTED LAYERS BACKFILL TO A POINT ONE f FOOT (1'-0) ABOVE CROWN OF PIPE, IN 6" COMPACTED 30" MAX. TRENCH WIDTH AT TOP LAYERS. �^ OF PIPE FOR ALL SIZES UP TO 16" VARIES SECTION A -A GENERAL NOTES TRENCH FILL AND PAVEMENT DETAIL I. ALL WATER MAINS SHALL BE JOHNS-MANVILLE RING-TITE PVC PIPE CLAS& 160 TYPE I GRADE I (S D R 26) AND BEAR THE NSF SEAL FOR POTABLE WATER PIPE OR TRANSITE ASBESTOS -CEMENT CLASS 150 WHICH MEETS OR EXCEEDS AWWA C400-65 SPECIFICATIONS. 2. FIRE HYDRANT SHALL NOT BE LOCATED WITHIN PAVED OR PROPOSED PAVED AREAS 3. VALVE COVERS TO BE SET FLUSH WITH PAVEMENT WHEN 1 i ,,—FORD * 202 DOUBLE STRAP SADDLE , �\ • i I WITH I I/2" I. P. TAP ( SHOWN) OR I / eli 1 TRANSITE TAPPED COUPLING WITH ' Y 1 Let- THREADED OUTLET 24" MIN. COVER 8of CONC. BLOCK p•, ST - - — _-- ► 9` BEHIND FITTING FOR THRUST RFFT 1 1/2" PVC MALE THREAD •"'�� u% . iQ X BELL ADAPTOR �'l A04 y (ij Ftyy SERVICE-G-TITE PVC PIPE -CLASS 160 1 X I" X 1 1/2" GALV. TEE (DOUBLE ASS'Y) Q\P� Co 90 Cp CFti�c I X I V2" GALV. RED. ELL (SINGLE ASS'Y)l eCpC JG '(�� tiC � � T WATER MAIN ( RING-TITE PVC - PVC MALE THD. X BELL ADAPTOR Q coFp (j® p� CLASS 160 OR ASBESTOS \\IZ QJ R T,44ce, G CEMENT- CLASS 150) TYPICAL l 1/211 SERVICE CONNECTION DETAIL SCHEMATIC - TYP METER, SERVICE / DOUBLE ASS'Y LOCATED WITHIN PAVED AREAS. 4. WHERE A FIRE HYDRANT TEE AND VALVE ARE INSTALLED WITH NO FIRE HYDRANT, THE VALVE SHALL BE CAPPED OR PLUGGED. D. E. R. 111APPR. N° WD 31-202-6 JULY 9 1980 rLVRtUA r�Ai t Ur rLUf2iuA DATE: MAY 80 DSG. BY; L. H. DWN. BY: A. J. RELEASEC BY SHEET NO., 4 SCALE I=1008 CKD BY: J.G. APF'R . BY 4 OF 4 F11 r 4.72 - 22- 80 E I. THRUST BLOCKS SHALL BE POURED AGAINST UNDISTURBED MATERIAL. WHERE TRENCH - - - - - - - - - - - - - I — WALL HAS BEEN DISTURBED, EXCAVATE ALL LOOSE MATERIAL 8 EXTEND THRUST TRENCM A I I BLOCK TO UNDISTURBED MATERIAL — — — — — — — — — CONSTRUCT NEW I (EXISTING PAVEMENT I PAVEMENT 2. ON TEES & BENDS, EXTEND THRUST BLOCK FULL LENGTH. PLACE BOARD IN FRONT OF - - - - - - - - TRENCH A I _ ALL PLUGS BEFORE POURING THRUST BLOCK. KEEP M.J. BELLS AND BOLTS FREE FROM CONCRETE. 3. BACKFILL SHALL CONSIST ENTIRELY OF CLEAN SAND 8 ROCK FRAGMENTS. ANY MUCK EXISTING PAVEMENT SMALL BE I TRIMMED ALONG NEAT STRAIGHT LINES I ENCOUNTERED SHALL BE REMOVED 8 REPLACED WITH ACCEPTABLE MATERIAL S' MAX WIDTH FOR 4. CONCRETE FOR THRUST BLOCKS SHALL HAVE A MINIMUM STRENGTH OF 2500 P. S. I. AT 28 DAYS. PAY PURPOSES YARt 5. THRUST BLOCK SIZES COMPUTED AT 150 PS I. PRESSURE AND 2000 PS.F SOIL BEARING CAPACITY i THRUST BLOCK DETAILS I'- a 1'-0 BACKFILL IN 9' COMPACTED LAYERS BACKFILL TO A POINT ONE f FOOT (1'-0) ABOVE CROWN OF PIPE, IN 6" COMPACTED 30" MAX. TRENCH WIDTH AT TOP LAYERS. �^ OF PIPE FOR ALL SIZES UP TO 16" VARIES SECTION A -A GENERAL NOTES TRENCH FILL AND PAVEMENT DETAIL I. ALL WATER MAINS SHALL BE JOHNS-MANVILLE RING-TITE PVC PIPE CLAS& 160 TYPE I GRADE I (S D R 26) AND BEAR THE NSF SEAL FOR POTABLE WATER PIPE OR TRANSITE ASBESTOS -CEMENT CLASS 150 WHICH MEETS OR EXCEEDS AWWA C400-65 SPECIFICATIONS. 2. FIRE HYDRANT SHALL NOT BE LOCATED WITHIN PAVED OR PROPOSED PAVED AREAS 3. VALVE COVERS TO BE SET FLUSH WITH PAVEMENT WHEN 1 i ,,—FORD * 202 DOUBLE STRAP SADDLE , �\ • i I WITH I I/2" I. P. TAP ( SHOWN) OR I / eli 1 TRANSITE TAPPED COUPLING WITH ' Y 1 Let- THREADED OUTLET 24" MIN. COVER 8of CONC. BLOCK p•, ST - - — _-- ► 9` BEHIND FITTING FOR THRUST RFFT 1 1/2" PVC MALE THREAD •"'�� u% . iQ X BELL ADAPTOR �'l A04 y (ij Ftyy SERVICE-G-TITE PVC PIPE -CLASS 160 1 X I" X 1 1/2" GALV. TEE (DOUBLE ASS'Y) Q\P� Co 90 Cp CFti�c I X I V2" GALV. RED. ELL (SINGLE ASS'Y)l eCpC JG '(�� tiC � � T WATER MAIN ( RING-TITE PVC - PVC MALE THD. X BELL ADAPTOR Q coFp (j® p� CLASS 160 OR ASBESTOS \\IZ QJ R T,44ce, G CEMENT- CLASS 150) TYPICAL l 1/211 SERVICE CONNECTION DETAIL SCHEMATIC - TYP METER, SERVICE / DOUBLE ASS'Y LOCATED WITHIN PAVED AREAS. 4. WHERE A FIRE HYDRANT TEE AND VALVE ARE INSTALLED WITH NO FIRE HYDRANT, THE VALVE SHALL BE CAPPED OR PLUGGED. D. E. R. 111APPR. N° WD 31-202-6 JULY 9 1980 rLVRtUA r�Ai t Ur rLUf2iuA DATE: MAY 80 DSG. BY; L. H. DWN. BY: A. J. RELEASEC BY SHEET NO., 4 SCALE I=1008 CKD BY: J.G. APF'R . BY 4 OF 4 F11 r 4.72 - 22- 80 1 i ,,—FORD * 202 DOUBLE STRAP SADDLE , �\ • i I WITH I I/2" I. P. TAP ( SHOWN) OR I / eli 1 TRANSITE TAPPED COUPLING WITH ' Y 1 Let- THREADED OUTLET 24" MIN. COVER 8of CONC. BLOCK p•, ST - - — _-- ► 9` BEHIND FITTING FOR THRUST RFFT 1 1/2" PVC MALE THREAD •"'�� u% . iQ X BELL ADAPTOR �'l A04 y (ij Ftyy SERVICE-G-TITE PVC PIPE -CLASS 160 1 X I" X 1 1/2" GALV. TEE (DOUBLE ASS'Y) Q\P� Co 90 Cp CFti�c I X I V2" GALV. RED. ELL (SINGLE ASS'Y)l eCpC JG '(�� tiC � � T WATER MAIN ( RING-TITE PVC - PVC MALE THD. X BELL ADAPTOR Q coFp (j® p� CLASS 160 OR ASBESTOS \\IZ QJ R T,44ce, G CEMENT- CLASS 150) TYPICAL l 1/211 SERVICE CONNECTION DETAIL SCHEMATIC - TYP METER, SERVICE / DOUBLE ASS'Y LOCATED WITHIN PAVED AREAS. 4. WHERE A FIRE HYDRANT TEE AND VALVE ARE INSTALLED WITH NO FIRE HYDRANT, THE VALVE SHALL BE CAPPED OR PLUGGED. D. E. R. 111APPR. N° WD 31-202-6 JULY 9 1980 rLVRtUA r�Ai t Ur rLUf2iuA DATE: MAY 80 DSG. BY; L. H. DWN. BY: A. J. RELEASEC BY SHEET NO., 4 SCALE I=1008 CKD BY: J.G. APF'R . BY 4 OF 4 F11 r 4.72 - 22- 80