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HomeMy WebLinkAbout1325.97.1CONSTRUCT /ON LIMITS (7 P) '6 ' UTURE M41N XTENS /ON PROJ�T- t j / I 77 0£ - - E & L /NE j i 0.5X - N 16512 �9,- W - { 8884..34. �7- Of 8" PVC - ATERAL `0 0.45 AIL THIS / 12R_ LiTL/IY_- THIS AREA 1 • 0 9 ! - -- 2UND ,D 4 j jj PARKING G4R4GE ( a4R AGE FW7 RIM- SHOWN] / / /F A7R %UM j ,4 /j iii% j,. j;- jj' ✓ j jjj / i(PROPd7SE0 5 1ST0/ j� ✓j // / %', FOUR PARKWOOG guk TYPICAL SANITARY SEWER SPECIFICATIONS PHONE TO BE USED FOR PRIVATE SERER DEVELOPMENT AMER /TECH WITHIN ENGINEERING DEPARTMENT INDIANAPOLIS, IN 46206 -1595 CLAY TOWNSHIP REGIONAL WASTE DISTRICT INDIANAPOLIS, IN 46220 (REVISED OCTOBER 1992) I. STANDARD SPECIf7C4TIONS OF THE CLAY WASTE D /STR /CT AND INDIANA DEPARTMENT 12. ALL MANDREL TESTING SHALL BE OBSERVED BY A PROFESSIONAL ENGINEER FOR CERT /F/CAT /ON INDIANAPOLIS WATER COMPANY OF HIGHWAYS SHALL APPLY FOR ALL WORK AND MATERIALS. PIPE SHALL BE INSTALLED AND A REPRESENTATVE OF THE CLAY WASTE D /STR /CT. 9325 DELEGATES ROW IN ACCORDANCE WITH SE-0770N 715 INDIANAPOLIS, IN 46240 INDIANAPOLIS, IN 46206 13 THE ENDS OF LAIFR4LS ARE TO BE PLUGGED TIGHT W /TN A BRACED PLAS17C DISC OR CAP 2. SANITARY SEWER PIPE SHALL BE PVC /N ACCORDANCE WITH ASTM D -3034 (SDR 35) AND CAPABLE OF WITHSTANDING A LOW AIR PRESSURE TEST WITHOUT LEAKAGE. COMCAST CABLEVIS /ON ASTM 2321. PVC PIPE SHALL HAVE GROOVED BELL AND GASKET. THE PIPE SHALL BE P.O. BOX 20911 10701 N. COLLEGE AVE. MADE OF PVC PLASTIC HAVING A CELL CLASSIFIC417ON OF 12454B, 14. BEDDING FOR FLEX IBLE PIPE SHALL BE NO 8 CRUSHED STONE FROM 6- INCHES BELOW THE CONTACT STAN KETNER CONTACT- JAY ALLEY PIPE TO 12- INCHES ABOVE THE PIPE. BEDDING FOR RIGID PIPE SHALL BE NO 8 CRUSHED 3 PVC SEWER FITTINGS SHALL CONFORM TO THE REQUIREMENTS OF ASTM D- 3034 -89 STONE FROM 6- INCHES BELOW THE PIPE TO THE SPRING LINE OF THE PIPE AND FROM THIS EX /ST. DRAINAGE SWALE SPECIF/C4770N. FITTINGS IN SIZES THROUGH 8" SHALL BE MOLDED IN ONE PIECE WITH PO /NT TO 12- INCHES ABOVE SHALL BE FILL SAND OR EQUIVALENT MANHOLES SHALL BE PLACED ELASTOMER /C JOINTS AND MIN /MUM SOCKET DEPTHS AS SPECIFIED IN SEC7701VS 6.2 AND ON NO LESS THAN 6- INCHES OF NO 8 CRUSHED STONE BEDDING. 732- RT171VGS 10" AND LARGER SHALL BE MOLDED OR FABRICATED IN ACCORDANCE H7 TH SECTION 7 11 WITH MANUFACTURERS STANDARD PIPE BELLS AND GASKETS. WALL 15. WATER AND SEWER LINE CROSSINGS AND SEPARATIONS SHALL BE IN ACCORDANCE WITH TEN THICKNESS OF FITTINGS SHALL BE SDR 26 AS DEFINED IN SECT /ON 7.4. 1 OF THE STATES' STANDARDS. SPECIf76AT/ONS GASKETS FOR ELASTOMER /C JOINTS SHALL BE MOLDED WITH A MIN /MUM CROSS SEC17ONAL AREA OF 0.20 SQUARE INCHES AND CONFORM TO ASTM F -477 16. TRENCH SHALL BE OPENED SUFFICIENTLY AHEAD OF PIPE LAYING TO REVEAL OBSTRUCT IONS, SPECIFrARON. FITTINGS SHALL BE MANUFAC77URED BY HARCO OR EQUAL. AND SHALL BE PROPERLY PROTECTED AND /OR BARRICADED WHEN LEFT UNATTENDED. A ALL SANITARY MANHOLES SHALL BE "PRECAST CONCRETE" MANHOLES IN ACCORDANCE WITH 17 NO WATER SHALL BE PERM1 TED TO FLOW INTO THE SANITARY SEWER SYSTEM DURING AST V C -478 AND SEC17ON 720. O -RINGS SHALL CONFORM TO C -443 KENT 554L OR CONSTRUCT /ON CONTRACTOR SHALL UTILIZE A PUMP TO KEEP THE WATER LEVEL BELOW THE EQUIVALENT SHALL ALSO BE APPLIED TO ALL JOINTS AND BE7WEEN RISER RINGS AND P /PE. PUMP DISCHARGE SHALL BE DIRECTED TO A STORM OUTLET. ANY PIPE ENTFR/NG CAS77NGS MANHOLE STEP SPACING SHALL BE NO MORE THAN 16- INCHES. EXIS77NG SEWERS SHALL BE PLUGGED, UN77L SUCH TIME AS ALL TESTS ON 7HE SEWERS /NAVE BEEN COMPLETED AND THE LINES HAVE PASSED ALL PUNCH LISTS. 5. BUTYL RUBBER COAI7NG SHALL BE APPLIED AROUND EACH MANHOLE JOINT FROM 6- INCHES ABOVE TO 6- INCHES BELOW EACH ✓O /NT. THE APPROPRIATE PRIMER SHALL BE APPLIED I W-4111-74, PRIOR TO APPL Y/NG THE RUBBER COATING. INS /DE JOINTS TO BE FILLED WITH PRECOAT AS THE MAIN LINE SEWER. PLUG MATERIAL. 19. FORTY-EIGHT (48) HOURS NOT /CE SHALL BE GIVEN TO THE CLAY REGIONAL WASTE DISTRICT 6 THE CASTING ELEVATIONS ARE SET BY PLAN HOWEVER, THE C4S771VG5 ARE TO BE PR /OR TO THE START OF SEWER CONSTRUC770N. ALSO, 48 -HOURS NOT /CE SHALL BE GIVEN ADJUSTED IN THE FIELD BY THE ENGINEER'S REPRESENTATIVE, SHOULD A DISCREPANCY OCCUR PR /OR TO ANY TESTING DONE ON THE SEWER. BE7W£E7V PLAN GRADE AND EXIS771VG GRADE. NEW MANHOLE RING AND COVER SHALL BE INSTALLED TO ESTABLISH GRADE. MAX /MUM HEIGHT OF AD✓U577NG RINGS SHALL BE 12- INCHES. 20. MANHOLE C4ST/NGS SHALL BE STAMPED "SAN /TARY SEWER" (NEENAH CASTING R 1642 OR EQUAL) AND BE SELF - SEALING TYPE. WATERPROOF CASTINGS SHALL BE NEENAH R- 1916 -F1 AND 7 &4CKf7LL AROUND ALL STRUCRIRES AND ALL CUTS UNDER PAVED AREAS WITH GRANULAR STAMPED "SANITARY SEWER" M47FR4L. TRENCHES OPENING WITHIN 5 -FEET OF PAVED ROADWAYS SHALL BE BACKF/LLED WITH GRANULAR MATERNAL IN ACCORDANCE WITH SECT /ON 211. QACKF /LL UNDER SIDEWALKS 21. THE MINIMUM SLOPE FOR SEWER ACCEPTANCE BY THE CLAY TOWNSHIP REGIONAL WASTE SHALL BE GRANULAR, UNLESS THE WALKS ARE CONSTRUCTED A MIN /MUM OF 6 MONTHS AFTER D67RICT ARE. S ACKRLL HAS BEEN /N- PLACE. SIZE OF PIPE MINIMUM CONSTRUCTED SLOPE 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT ALL STATE HIGHWAYS, CITY AND COUNTY PERM175 HAVE BEEN OBTAINED BY THE DEVELOPER PR /OR TO START OF CONSTRUCT /ON 8 - /NCH 0.40X 10 -INCH 0.28X 9. THE CONTRACTOR SHALL BE REQU IRED TO FURNISH 77YF DEVELOPERS ENGINEER WITH A SET OF 12 -INCH 0.22X PRINTS, MARKED IN RED PENCIL, SHOWING ACTUAL SEWER LOCATION AND INVERT, TO INCLUDE 15 -INCH 0. 15X LA7FRAL LOCATION, DEPTH AND LENGTH. SUCH 4S- BUILT" PRINTS MUST BE RECEIVED BY 7RF 18 - /NCH 0. 12X ENGINEER BEFORE THE f7NAL CONTRACT PAYMENT CAN BE AUTHOR /ZED. THE SANITARY SEWER LA7FR4LS AND STUBS TERM /NAT /ON SHALL BE INDICATED ON THE SURFACE WITH A METAL FENCE 22. THE CONTRACTOR SHALL PROVIDE MEASUREMENTS OF THE SLOPE OF THE SEWER FOR EACH POST SET IMMED/ATEL Y ABOVE SAID TERM /NAT /ON POINT. MANHOLE SECT /ON AS CONSTRUCT /ON PROGRESSES: SUCH MEASUREMENTS SHALL BE CERTIFIED BY A REGISTERED LAND SURVEYOR OR ENGINEER AND BE AVAILABLE ON -SITE FOR OBSERVATION 10. ALL SANITARY SEWER LINES UPON COMPLE7701V WILL BE REQU IRED TO PASS AN /NF/L7PARON BY THE DISTRICT'S INSPECTOR. NO MORE THAN THREE MANHOLE SECT /DNS CAN BE CONSTRUCTED WEIR TEST AND A LOW PRESSURE A/R TEST, UNLESS OIWERW /SE DIRECTED BY THE ENGINEER. /N ADVANCE OF SUCH MEASUREMENTS SAID TEST SHALL SE CONDUCTED ACCORDING TO NCPI STANDARD METHOD, AND SHALL BE Wf1NESSEO BY AN ENGINEER AND A REPRESENTATIVE OF THE CLAY WASTE DISIR /CT. 23 IN THE EVENT THE CONTRACTOR DOES NOT MEET THE MIN /MUM SLOPES, THE SEWER SECT /ON AND ANY OTHER AFFECTED SEWER SECTIONS SHALL SE RECONS7RUCTF0 TO MEET SUCH MIN /MUM 11. DMEC77ON TESTS SHALL BE PERFORMED ON ALL FLEXIBLE* PIPE AFTER 77A£ FINAL SACKF /LL SLOPES. HAS BEEN /N -PLACE AT LEAST 30 DAYS NO PIPE SHALL EXCEED A VFRT/C4L DEFLECTION OF p,� �� •.� " •� ��i mil._ /N: jai � i�ili i�LYi Dili l�i1i lJili lx7i� CONSTRUCT /ON LIMITS (7 P) '6 ' UTURE M41N XTENS /ON PROJ�T- t j / I 77 0£ - - E & L /NE j i 0.5X - N 16512 �9,- W - { 8884..34. �7- Of 8" PVC - ATERAL `0 0.45 AIL THIS / 12R_ LiTL/IY_- THIS AREA 1 • 0 9 ! - -- 2UND ,D 4 j jj PARKING G4R4GE ( a4R AGE FW7 RIM- SHOWN] / / /F A7R %UM j ,4 /j iii% j,. j;- jj' ✓ j jjj / i(PROPd7SE0 5 1ST0/ j� ✓j // / %', FOUR PARKWOOG guk 5 PERCENT DEFLECT /ON TEST RESULTS. THE FOLLOWING ARE CONSIDERED NON -FLEX IBLE PIPES: CONCRETE PIPE, DUCT /LE IRON PIPE AND CAST IRON PIPE) THE DEFLECT /ON TEST SHALL BE PERFORMED WITH A N INE -POINT MANDREL. PROVING RINGS SHALL BE AVAILABLE. 12 � 716. 51 SbWaE FRE DEPARTMENT CONNECTION R U /RED PROPOSED FRE HYDRANT ��'�✓ EASEME ^T / ASSEMBLY WITH 8X6" REDUCER / ✓STR. ff 9006204 N 1052996, E 9200 1 L STR NO 3 ' TYPE "C" MANHOLE STA. 11 *71.05 B O S J2.44 L T -- NEENAH R -1642 CS1 G / ' �' CONNECT TO SIR 2 W /171 130 LFT OF 24 " RCP ® 0.86X T. CSTG. = 832. ,5i- N 10501.73 >, INV. EL. = 823 33 E 9196.34 r CONC. END SCIN - - - - -- - - Ms /NV- EL. = 820.83 F� F ✓G SCAN. EX /Sid SWALE / / / 929J JO N 10460.06 / E 935727 C c 0 Q; JI \J i QI .J . ACCESS ROAD REPA /R �fAL ; '%j /j j j ' N 1 J97, 38 / / / f ! E ✓ 809.48 ?AL TCH - / INCHE Sc EGR {S.S' AN,, T COMA CT 66" PVC SAN /TARY !' LATERAL TO EX /STING STUB YRB o - _4 j II '" .2 5 T NO 2 TYPE "C" MANHOEE . J % F-STA. 10 *4J. v " 11.08 L , , � NEENAH R -3286 � CSTG. � I' ' CONNECT TO STR 1 WITH 5.77 Z'Y' LFT O 1.3X \ 5. FI STR. .2 r CSTG. = 829101 AN /TARY N 10229.52'i I', TYPE "C" NHO E I /NV. EL. = 822.,21 i 'G MANHOLE E 8996 9 �oENA7T . " - FLEX /BLE + NN EX/ PIPE JAL SIR NO. 6 - T. CSTG- 83 -60- E " " AMNHOLE TYPE 1 -3 INLET /NV L. 824 It Spoi/ STA. 10 *4300 "B" 0/5 11.08 RT N 10169.10 L 15 LFT OF 12 "- RCP ® 2.07. E 9324 5? CONNECT TO ST -12 -3286 NEENAH R -2533 CSTG. 24 RCP - 4A/Qt JX ', i STR. N0. 11 � 1 CONC. END SC1N. ® 1 �3X O � N1019741' � T CSTG = 829 38 /NV. EL. 826.7J TYPE A -3 /NL T. TG. = 829.03 0 ` ` E 9429 07 l 2 LFT 0.44X �:�' z 821.90 -� CONC. END SCTN. j o ( /NV. EL. = 809.74 STRUCTURE NO.: S - / CONNECT TO S R. 12 = EX /ST. STORM INLET NEENAH R -328 CSTG S7R N 5 v T ✓` F6 CSTG. - 0171E - - _ - - OMM, �� f �15f Mf .Ni I ;.'✓ E/. !N) .822.96 ��I V. EL. = 1 " RCP 0 LT AX c, - /' IAKT - - iN S1, ✓ E/ ! b22.91 ^,� I W CON END SECTION �� Q REPLACE CSTG. • W1 7030 C / NEENAH R -2533 T rFLMi = 827.30 _ T. CSTG. = 829.82- J /NV EL. = 824.51 V 1 - -� STRUCTURE NO. 12 'E/ E ✓ 8o9 EX/ST STORM INLET N 10152.57 p E .9075. J6 94 I �� _12 2 VLr 8 6.46 REPLACE CSTG. W a, --� j it - - -'-- NEENAH R -2533 ✓ / / - - - - - - - T. CSTG = 830.70E i - �� E XiST STORM V/ - - - - - _ ANW E.VS7 �, _ � /NV. EL (S( - 81788 T. CS 6G 3'.J2 c' � , -ter Z l j 1, ^✓ ✓ E/ . /Wj 816. 10 84 m � PAL \ _ - � PROJECT L /NE 8 C P ✓C p� 4_2'p(- p TOR M INL E T T FX S S _= [XI ST T. C'STC` = 820-97 _ 1I ✓CP 24" VCP 24'VCP (� SAN SAN AN - N SAN SAN SAN SAN ­-- SAN SIN St .SIN SAN SW SAN SAN SAN SAN SAN SAN 96TH STREET (Bit. Mot.) �IIIIII - <yc ST��R11 V1 u2- I EX /ST SA N MH - -- - - -- - -- -- -- - - - - - ,_ - -- - - - -- -- - -- ------------ -�� - -- - - -- - - - - -- - = 82.342 -- - - -- - - - _, T 47.49 -- T. CSTG -- lN✓ Eel %(J == 821.22 /N ✓. 11. (W) = 8//08 {IiVj - 820.39', INV E/ . (E� = 817.00 IN V EL . N% 819.89 EXIS;� SAN MH ' lNV L, 819.84 T. CSTG, = 829.09 EX /ST. SAN MH INV.; EL (S) = 824.84 INV.; EL. (W) = 821.69 T. CSTG. - 820.7,3 EI014- 1 -'VLE T IN✓ EL. /S% = 816.58 829.28 /NV EL. (E) = 817 04 IN/ E/ (W( 81527 ✓✓ E' 'S, = 825.32 IN✓." EL. (Ej - 810.27 /N:! f'. " / ✓; 82,5. 44 CRADLE WIDTH ALONG SAN. PIPE TO MATCH WIDTH OF PIPE TRENCH (SEE TRENCH DETAILS ON PROP. RCP SHEET C6 P /PE 2500 Z8 STONES '-8- PVC SAN. LATERAL SANITARY CROSSING DETAIL NTS 1 HOLEY MOLEY SAYS CALL AT .LEAST TWO FULL WORKING DAYS BEFORE YOU DIG ADJUST ELEVAT /ON OF WATEfi L /NE TO MANTA /N 18" MIN. VER77CAL CLEARANCE ALL WATER PIPE FITTINGS i W - (BENDS, TEES, ETC..) TO BE INSTALLED WITH THRUST BLOCKS , TYPE A -MANHOLE 120 LFT OF 8" PVC ® 0.45X T. CSTG. = 832.9 - /NV. EL (N) = 826.41 /NV. EL. (S) = 826.31 0 0 • UTILITY CONTACTS TYPICAL SANITARY SEWER SPECIFICATIONS PHONE TO BE USED FOR PRIVATE SERER DEVELOPMENT AMER /TECH WITHIN ENGINEERING DEPARTMENT INDIANAPOLIS, IN 46206 -1595 CLAY TOWNSHIP REGIONAL WASTE DISTRICT INDIANAPOLIS, IN 46220 (REVISED OCTOBER 1992) I. STANDARD SPECIf7C4TIONS OF THE CLAY WASTE D /STR /CT AND INDIANA DEPARTMENT 12. ALL MANDREL TESTING SHALL BE OBSERVED BY A PROFESSIONAL ENGINEER FOR CERT /F/CAT /ON INDIANAPOLIS WATER COMPANY OF HIGHWAYS SHALL APPLY FOR ALL WORK AND MATERIALS. PIPE SHALL BE INSTALLED AND A REPRESENTATVE OF THE CLAY WASTE D /STR /CT. 9325 DELEGATES ROW IN ACCORDANCE WITH SE-0770N 715 INDIANAPOLIS, IN 46240 INDIANAPOLIS, IN 46206 13 THE ENDS OF LAIFR4LS ARE TO BE PLUGGED TIGHT W /TN A BRACED PLAS17C DISC OR CAP 2. SANITARY SEWER PIPE SHALL BE PVC /N ACCORDANCE WITH ASTM D -3034 (SDR 35) AND CAPABLE OF WITHSTANDING A LOW AIR PRESSURE TEST WITHOUT LEAKAGE. COMCAST CABLEVIS /ON ASTM 2321. PVC PIPE SHALL HAVE GROOVED BELL AND GASKET. THE PIPE SHALL BE P.O. BOX 20911 10701 N. COLLEGE AVE. MADE OF PVC PLASTIC HAVING A CELL CLASSIFIC417ON OF 12454B, 14. BEDDING FOR FLEX IBLE PIPE SHALL BE NO 8 CRUSHED STONE FROM 6- INCHES BELOW THE CONTACT STAN KETNER CONTACT- JAY ALLEY PIPE TO 12- INCHES ABOVE THE PIPE. BEDDING FOR RIGID PIPE SHALL BE NO 8 CRUSHED 3 PVC SEWER FITTINGS SHALL CONFORM TO THE REQUIREMENTS OF ASTM D- 3034 -89 STONE FROM 6- INCHES BELOW THE PIPE TO THE SPRING LINE OF THE PIPE AND FROM THIS EX /ST. DRAINAGE SWALE SPECIF/C4770N. FITTINGS IN SIZES THROUGH 8" SHALL BE MOLDED IN ONE PIECE WITH PO /NT TO 12- INCHES ABOVE SHALL BE FILL SAND OR EQUIVALENT MANHOLES SHALL BE PLACED ELASTOMER /C JOINTS AND MIN /MUM SOCKET DEPTHS AS SPECIFIED IN SEC7701VS 6.2 AND ON NO LESS THAN 6- INCHES OF NO 8 CRUSHED STONE BEDDING. 732- RT171VGS 10" AND LARGER SHALL BE MOLDED OR FABRICATED IN ACCORDANCE H7 TH SECTION 7 11 WITH MANUFACTURERS STANDARD PIPE BELLS AND GASKETS. WALL 15. WATER AND SEWER LINE CROSSINGS AND SEPARATIONS SHALL BE IN ACCORDANCE WITH TEN THICKNESS OF FITTINGS SHALL BE SDR 26 AS DEFINED IN SECT /ON 7.4. 1 OF THE STATES' STANDARDS. SPECIf76AT/ONS GASKETS FOR ELASTOMER /C JOINTS SHALL BE MOLDED WITH A MIN /MUM CROSS SEC17ONAL AREA OF 0.20 SQUARE INCHES AND CONFORM TO ASTM F -477 16. TRENCH SHALL BE OPENED SUFFICIENTLY AHEAD OF PIPE LAYING TO REVEAL OBSTRUCT IONS, SPECIFrARON. FITTINGS SHALL BE MANUFAC77URED BY HARCO OR EQUAL. AND SHALL BE PROPERLY PROTECTED AND /OR BARRICADED WHEN LEFT UNATTENDED. A ALL SANITARY MANHOLES SHALL BE "PRECAST CONCRETE" MANHOLES IN ACCORDANCE WITH 17 NO WATER SHALL BE PERM1 TED TO FLOW INTO THE SANITARY SEWER SYSTEM DURING AST V C -478 AND SEC17ON 720. O -RINGS SHALL CONFORM TO C -443 KENT 554L OR CONSTRUCT /ON CONTRACTOR SHALL UTILIZE A PUMP TO KEEP THE WATER LEVEL BELOW THE EQUIVALENT SHALL ALSO BE APPLIED TO ALL JOINTS AND BE7WEEN RISER RINGS AND P /PE. PUMP DISCHARGE SHALL BE DIRECTED TO A STORM OUTLET. ANY PIPE ENTFR/NG CAS77NGS MANHOLE STEP SPACING SHALL BE NO MORE THAN 16- INCHES. EXIS77NG SEWERS SHALL BE PLUGGED, UN77L SUCH TIME AS ALL TESTS ON 7HE SEWERS /NAVE BEEN COMPLETED AND THE LINES HAVE PASSED ALL PUNCH LISTS. 5. BUTYL RUBBER COAI7NG SHALL BE APPLIED AROUND EACH MANHOLE JOINT FROM 6- INCHES ABOVE TO 6- INCHES BELOW EACH ✓O /NT. THE APPROPRIATE PRIMER SHALL BE APPLIED 18. ALL SEWER LATERALS INSTALLED BY THE MAINLINE CONTRACTOR SHALL BE BEDDED THE SAME PRIOR TO APPL Y/NG THE RUBBER COATING. INS /DE JOINTS TO BE FILLED WITH PRECOAT AS THE MAIN LINE SEWER. PLUG MATERIAL. 19. FORTY-EIGHT (48) HOURS NOT /CE SHALL BE GIVEN TO THE CLAY REGIONAL WASTE DISTRICT 6 THE CASTING ELEVATIONS ARE SET BY PLAN HOWEVER, THE C4S771VG5 ARE TO BE PR /OR TO THE START OF SEWER CONSTRUC770N. ALSO, 48 -HOURS NOT /CE SHALL BE GIVEN ADJUSTED IN THE FIELD BY THE ENGINEER'S REPRESENTATIVE, SHOULD A DISCREPANCY OCCUR PR /OR TO ANY TESTING DONE ON THE SEWER. BE7W£E7V PLAN GRADE AND EXIS771VG GRADE. NEW MANHOLE RING AND COVER SHALL BE INSTALLED TO ESTABLISH GRADE. MAX /MUM HEIGHT OF AD✓U577NG RINGS SHALL BE 12- INCHES. 20. MANHOLE C4ST/NGS SHALL BE STAMPED "SAN /TARY SEWER" (NEENAH CASTING R 1642 OR EQUAL) AND BE SELF - SEALING TYPE. WATERPROOF CASTINGS SHALL BE NEENAH R- 1916 -F1 AND 7 &4CKf7LL AROUND ALL STRUCRIRES AND ALL CUTS UNDER PAVED AREAS WITH GRANULAR STAMPED "SANITARY SEWER" M47FR4L. TRENCHES OPENING WITHIN 5 -FEET OF PAVED ROADWAYS SHALL BE BACKF/LLED WITH GRANULAR MATERNAL IN ACCORDANCE WITH SECT /ON 211. QACKF /LL UNDER SIDEWALKS 21. THE MINIMUM SLOPE FOR SEWER ACCEPTANCE BY THE CLAY TOWNSHIP REGIONAL WASTE SHALL BE GRANULAR, UNLESS THE WALKS ARE CONSTRUCTED A MIN /MUM OF 6 MONTHS AFTER D67RICT ARE. S ACKRLL HAS BEEN /N- PLACE. SIZE OF PIPE MINIMUM CONSTRUCTED SLOPE 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT ALL STATE HIGHWAYS, CITY AND COUNTY PERM175 HAVE BEEN OBTAINED BY THE DEVELOPER PR /OR TO START OF CONSTRUCT /ON 8 - /NCH 0.40X 10 -INCH 0.28X 9. THE CONTRACTOR SHALL BE REQU IRED TO FURNISH 77YF DEVELOPERS ENGINEER WITH A SET OF 12 -INCH 0.22X PRINTS, MARKED IN RED PENCIL, SHOWING ACTUAL SEWER LOCATION AND INVERT, TO INCLUDE 15 -INCH 0. 15X LA7FRAL LOCATION, DEPTH AND LENGTH. SUCH 4S- BUILT" PRINTS MUST BE RECEIVED BY 7RF 18 - /NCH 0. 12X ENGINEER BEFORE THE f7NAL CONTRACT PAYMENT CAN BE AUTHOR /ZED. THE SANITARY SEWER LA7FR4LS AND STUBS TERM /NAT /ON SHALL BE INDICATED ON THE SURFACE WITH A METAL FENCE 22. THE CONTRACTOR SHALL PROVIDE MEASUREMENTS OF THE SLOPE OF THE SEWER FOR EACH POST SET IMMED/ATEL Y ABOVE SAID TERM /NAT /ON POINT. MANHOLE SECT /ON AS CONSTRUCT /ON PROGRESSES: SUCH MEASUREMENTS SHALL BE CERTIFIED BY A REGISTERED LAND SURVEYOR OR ENGINEER AND BE AVAILABLE ON -SITE FOR OBSERVATION 10. ALL SANITARY SEWER LINES UPON COMPLE7701V WILL BE REQU IRED TO PASS AN /NF/L7PARON BY THE DISTRICT'S INSPECTOR. NO MORE THAN THREE MANHOLE SECT /DNS CAN BE CONSTRUCTED WEIR TEST AND A LOW PRESSURE A/R TEST, UNLESS OIWERW /SE DIRECTED BY THE ENGINEER. /N ADVANCE OF SUCH MEASUREMENTS SAID TEST SHALL SE CONDUCTED ACCORDING TO NCPI STANDARD METHOD, AND SHALL BE Wf1NESSEO BY AN ENGINEER AND A REPRESENTATIVE OF THE CLAY WASTE DISIR /CT. 23 IN THE EVENT THE CONTRACTOR DOES NOT MEET THE MIN /MUM SLOPES, THE SEWER SECT /ON AND ANY OTHER AFFECTED SEWER SECTIONS SHALL SE RECONS7RUCTF0 TO MEET SUCH MIN /MUM 11. DMEC77ON TESTS SHALL BE PERFORMED ON ALL FLEXIBLE* PIPE AFTER 77A£ FINAL SACKF /LL SLOPES. HAS BEEN /N -PLACE AT LEAST 30 DAYS NO PIPE SHALL EXCEED A VFRT/C4L DEFLECTION OF 5 PERCENT DEFLECT /ON TEST RESULTS. THE FOLLOWING ARE CONSIDERED NON -FLEX IBLE PIPES: CONCRETE PIPE, DUCT /LE IRON PIPE AND CAST IRON PIPE) THE DEFLECT /ON TEST SHALL BE PERFORMED WITH A N INE -POINT MANDREL. PROVING RINGS SHALL BE AVAILABLE. 12 � 716. 51 SbWaE FRE DEPARTMENT CONNECTION R U /RED PROPOSED FRE HYDRANT ��'�✓ EASEME ^T / ASSEMBLY WITH 8X6" REDUCER / ✓STR. ff 9006204 N 1052996, E 9200 1 L STR NO 3 ' TYPE "C" MANHOLE STA. 11 *71.05 B O S J2.44 L T -- NEENAH R -1642 CS1 G / ' �' CONNECT TO SIR 2 W /171 130 LFT OF 24 " RCP ® 0.86X T. CSTG. = 832. ,5i- N 10501.73 >, INV. EL. = 823 33 E 9196.34 r CONC. END SCIN - - - - -- - - Ms /NV- EL. = 820.83 F� F ✓G SCAN. EX /Sid SWALE / / / 929J JO N 10460.06 / E 935727 C c 0 Q; JI \J i QI .J . ACCESS ROAD REPA /R �fAL ; '%j /j j j ' N 1 J97, 38 / / / f ! E ✓ 809.48 ?AL TCH - / INCHE Sc EGR {S.S' AN,, T COMA CT 66" PVC SAN /TARY !' LATERAL TO EX /STING STUB YRB o - _4 j II '" .2 5 T NO 2 TYPE "C" MANHOEE . J % F-STA. 10 *4J. v " 11.08 L , , � NEENAH R -3286 � CSTG. � I' ' CONNECT TO STR 1 WITH 5.77 Z'Y' LFT O 1.3X \ 5. FI STR. .2 r CSTG. = 829101 AN /TARY N 10229.52'i I', TYPE "C" NHO E I /NV. EL. = 822.,21 i 'G MANHOLE E 8996 9 �oENA7T . " - FLEX /BLE + NN EX/ PIPE JAL SIR NO. 6 - T. CSTG- 83 -60- E " " AMNHOLE TYPE 1 -3 INLET /NV L. 824 It Spoi/ STA. 10 *4300 "B" 0/5 11.08 RT N 10169.10 L 15 LFT OF 12 "- RCP ® 2.07. E 9324 5? CONNECT TO ST -12 -3286 NEENAH R -2533 CSTG. 24 RCP - 4A/Qt JX ', i STR. N0. 11 � 1 CONC. END SC1N. ® 1 �3X O � N1019741' � T CSTG = 829 38 /NV. EL. 826.7J TYPE A -3 /NL T. TG. = 829.03 0 ` ` E 9429 07 l 2 LFT 0.44X �:�' z 821.90 -� CONC. END SCTN. j o ( /NV. EL. = 809.74 STRUCTURE NO.: S - / CONNECT TO S R. 12 = EX /ST. STORM INLET NEENAH R -328 CSTG S7R N 5 v T ✓` F6 CSTG. - 0171E - - _ - - OMM, �� f �15f Mf .Ni I ;.'✓ E/. !N) .822.96 ��I V. EL. = 1 " RCP 0 LT AX c, - /' IAKT - - iN S1, ✓ E/ ! b22.91 ^,� I W CON END SECTION �� Q REPLACE CSTG. • W1 7030 C / NEENAH R -2533 T rFLMi = 827.30 _ T. CSTG. = 829.82- J /NV EL. = 824.51 V 1 - -� STRUCTURE NO. 12 'E/ E ✓ 8o9 EX/ST STORM INLET N 10152.57 p E .9075. J6 94 I �� _12 2 VLr 8 6.46 REPLACE CSTG. W a, --� j it - - -'-- NEENAH R -2533 ✓ / / - - - - - - - T. CSTG = 830.70E i - �� E XiST STORM V/ - - - - - _ ANW E.VS7 �, _ � /NV. EL (S( - 81788 T. CS 6G 3'.J2 c' � , -ter Z l j 1, ^✓ ✓ E/ . /Wj 816. 10 84 m � PAL \ _ - � PROJECT L /NE 8 C P ✓C p� 4_2'p(- p TOR M INL E T T FX S S _= [XI ST T. C'STC` = 820-97 _ 1I ✓CP 24" VCP 24'VCP (� SAN SAN AN - N SAN SAN SAN SAN ­-- SAN SIN St .SIN SAN SW SAN SAN SAN SAN SAN SAN 96TH STREET (Bit. Mot.) �IIIIII - <yc ST��R11 V1 u2- I EX /ST SA N MH - -- - - -- - -- -- -- - - - - - ,_ - -- - - - -- -- - -- ------------ -�� - -- - - -- - - - - -- - = 82.342 -- - - -- - - - _, T 47.49 -- T. CSTG -- lN✓ Eel %(J == 821.22 /N ✓. 11. (W) = 8//08 {IiVj - 820.39', INV E/ . (E� = 817.00 IN V EL . N% 819.89 EXIS;� SAN MH ' lNV L, 819.84 T. CSTG, = 829.09 EX /ST. SAN MH INV.; EL (S) = 824.84 INV.; EL. (W) = 821.69 T. CSTG. - 820.7,3 EI014- 1 -'VLE T IN✓ EL. /S% = 816.58 829.28 /NV EL. (E) = 817 04 IN/ E/ (W( 81527 ✓✓ E' 'S, = 825.32 IN✓." EL. (Ej - 810.27 /N:! f'. " / ✓; 82,5. 44 CRADLE WIDTH ALONG SAN. PIPE TO MATCH WIDTH OF PIPE TRENCH (SEE TRENCH DETAILS ON PROP. RCP SHEET C6 P /PE 2500 Z8 STONES '-8- PVC SAN. LATERAL SANITARY CROSSING DETAIL NTS 1 HOLEY MOLEY SAYS CALL AT .LEAST TWO FULL WORKING DAYS BEFORE YOU DIG ADJUST ELEVAT /ON OF WATEfi L /NE TO MANTA /N 18" MIN. VER77CAL CLEARANCE ALL WATER PIPE FITTINGS i W - (BENDS, TEES, ETC..) TO BE INSTALLED WITH THRUST BLOCKS , TYPE A -MANHOLE 120 LFT OF 8" PVC ® 0.45X T. CSTG. = 832.9 - /NV. EL (N) = 826.41 /NV. EL. (S) = 826.31 0 0 • UTILITY CONTACTS SAN- POWER PHONE /ND /ANAPOL /S POWER & L /GHT AMER /TECH P.O. BOX 1595 ENGINEERING DEPARTMENT INDIANAPOLIS, IN 46206 -1595 5870 NORTH COLLEGE AVENUE POHER POLE INDIANAPOLIS, IN 46220 CONTACT- MARK QUEBE CONTACT- RICHARD WALTZ WATER INDIANAPOLIS WATER COMPANY TELEPORT COMMUNICATIONS GROUP SERVICES, INC. (I. W. C.) 9325 DELEGATES ROW 1220 WATERWAY BOULEVARD INDIANAPOLIS, IN 46240 INDIANAPOLIS, IN 46206 CONTACT STAN GRAVES CONTACT- JAMES ROYER CABLE SAN /TARY SEWER,& COMCAST CABLEVIS /ON CLAY WASTE DISTRICT P.O. BOX 20911 10701 N. COLLEGE AVE. INDIANAPOLIS, IN 46220 INDIANAPOLIS, IN 46280 CONTACT STAN KETNER CONTACT- JAY ALLEY SURVEY SYMBOL LEGEND SAN- PROP. SAN ITARY LATERAL 1 1 PROP. SAN /TARY CLEAN OUT PROP. STORM SEWER f POHER POLE - SAN - EX /ST SAN ITARY SEWER -G - LIGHT POLE EX /ST. STORM SEWER O EX /ST. STORM SEWER MANHOLE ® CON IFEROUS TREE OS EXIST. SANITARY .SEWER MANHOLE} BUSH ® EX /ST STORM INLET DECIDUOUS TREE ® EX /ST WA 1FR VAL VE - - I SRIMP EXIST. ELECTR IC TRANSFORMER ^�� EX /ST. 7REE LINE 0 STEEL POST - - - EX /ST. DRAINAGE SWALE cv EX /ST GAS VALVE SYMBOL LEGEND SAN- PROP. SAN ITARY LATERAL 1 1 PROP. SAN /TARY CLEAN OUT PROP. STORM SEWER -T - PROP. TELEPHONE SERVICE -W- PROP. 8" WATER SERVICE -G - ! PROP. GAS SERVICE lr ® PROP. GAS METER _E_ PROP EL£C. SERVICE ;! ® j PROP. ELECTRIC TRANS. - - CON57RUC77ON LIMITS .5 a1g b i x II ,NOTE' 1. ALL EXIS77NG U7RLIRES ARE SHOWN FOR INFORMATION ONLY ALL FAC /L177ES MUST BE FIELD LOCATED PR /OR TO 7RE COMMENCEMENT OF WORK ACT /V /T /ES. VERI Y AND MAINTA /N COVER REQU /REMENTS PER U77L /7Y COMPAN /ESICONTRACTORS r 2 STORM WATER PIPING SHALL BE REINFORCED CONCRETE CIRCULAR PIPE, 12" �J D/.4ME7FR AND LARGER, ASTM C -76, CLASS 3, OR REINFORCED CONCRETE ELL /PRCAL P /PE, ASTM C -507,° CLASS 3, BOTH WITH RES /L /ENT AND FLEX IBLE GASKET JOINTS CONFORMING TO ASTM C -443 (UNLESS NOTED OTHERW ISE). 3 REFER TO SHEET Cl FOR COORDINATE BOUNDARY CONTROL POINTS: U) 4. OFF- S( 7F AREAS D/S7URBED BY U77L/TY PLACEMENT AND RELOCA77ON SHALL BE RESTORED TO THE /R ORIGINAL COIVD177ON AND GRADE, SEEDED, O AND LANDSCAPE MATERIALS AND PLANTS REPLACED IF APPL ICABLE 5 STORMWATER PIPE LENGTHS ARE fROM t STRUCTURE TO t STRUCTURE. L) /P &L NOTES I. /PL WILL PROVIDE 4" PVC FOR PRIMARY CABLE DUCTS. O CONTRACTOR TO INSTALL 2 DUCTS 36" BELOW FINISH GRADE O WITH A MIN /MUM SEPARATION OF 5' 2. CONTRACTOR TO PREPARE TRANSFORMER SLAB SITE /N ACCORDANCE WITH IPL S GOLD BOOK STANDARDS. /PL TO INSTALL CONCRETE SLAB. 3 CON7RACTOR TO PROVIDE AND INSTALL 2 -4" PVC DUCTS FOR SERVICE C4BLES. INSTALL DUCTS 36" BELOW FINISH GRADE, FROM SLAB TO !! METER CABINET. USE 4" SCHEDULE 80 PVC ABOVE GRADE INTO METER CAB /NET IN ACCORDANCE WITH /LP'S GOLD BOOK STANDARDS, 4. MINIMUM DISTANCE TO ELECTRIC4L 7R ANSFORMER /S 10' PER IPL. w AMER /TECH NOTES I. CONTRACTOR TO INSTALL 1 -2" PVC CONDUIT WNTH PULL ROPE. CONDUIT ENDS TO BE U4RKED BY CONTRACTOR FOR FIELD LOCATION i 2. AMER /TECH TO PLACE CABLE /N CONDUIT AND ATTACH T£RMMAL TO Qk k k c, i BUILDING AS REQUIRED. j rt 8" PVC WATE / Q SERV /CE W 3 L o �! c ck ' 6" PVC FOR QL DORfST /C & _ C� /RR /GAT /ON POST t�, 4; c V INDICATOR W , 9 I c VAL VE ° •, ; 5" VALVE c) i t N N N 10430.59 E 8895.05 44 4 T DFi SHl FE] II UTILITY LA POUT DETA /L SCALE- I' = 20'