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HomeMy WebLinkAboutD-28841DNOTES: 1. THE TRENCH SECTION SHOWN ON THE PLANS ARE FOR THE PAYMENT LIMITS FOR FOUNDATION MATERIAL AND BANK RUN GRAVEL FOR TRENCH BACKFlLL. PAYMENT FOR ALL FOUNDA11ON'MATERIAL, AND BANK RUN GRAVEL FOR CONSTRUCTED TRENCH SECTION: SHALL BE FROM THE S MEASUREMENT INDICATED INTMTHEOTABLES. TRENCH SEC110N, TQ THE MAXIMUM LIMITS AS IN 2. WHERE A `NEW ROADWAY SECTION' OR PAVEMENT REPAIR IS PROPOSED, THE TRENCH SECTION PAYMENT LIMIT LINE SHALL BE 'BOUNDED AT THE TOP BY THE BOTTOM OF THE NEW ROAD BALLAST. OR SUBGRADE 4", 6 ", AND 8" DIAMETER PIPE 12" DIAMETER PIPE 6' BACKFlLL MATERIAL A CONSISTING OF SUITABLE EXCAVATED MATERIAL OR : V 10' 12' 14' BANK_RUN - GRAVEL.FOR 3'- 0" TRENCH BACKFlLL' < a 6° �a SPECIAL PRECAUTIONS TO PROTECT PIPE TO THIS LEVEL w p �I FLEXIBLE PIPE g � GRAVEL BACKFILL FOR PIPE BEDDING$ ' .,w INVERT ELEV. VARIES FOUNDATION MATERIAL AS REQUIRED .B" TRENCH SECTION - FLEXIBLE PIPE NOT TO SCALE 4", 6 ", AND 8" DIAMETER PIPE 12" DIAMETER PIPE 18" DIAMETER PIPE 6' A A LESS : V 10' 12' 14' B 3'- 0" C 6' 18" DIAMETER PIPE 24" DIAMETER PIPE 6' A LESS 8' 10' 12' i 14' B 3'- S' C 6' 24" DIAMETER PIPE 6' A LES OR S 8' 10' 12' 14' B 3'- 0" C 6' 24" DIAMETER PIPE PAYMENT LIMIT SCHEDULE STORM SEWER PIPE l o w o A{ 0 0 \P o rn � Z �S t9�s Z O W IF ogi c' rK 0 o a, N W F- Y J 3 U o N O U < z 0 rn s �a11 Ir 0 FINISHED GRADE OR SUBGRADEj rto49 W Ijp � w 18" MIN. 2 EXISTING OR 6' \� NEW UTILITY y MIN 4 ALL Orz cn E-7 W MIN. BACKFlLL MATERIAL z C a z am m 8 CLEARANCE 9 a .9�� � W CONSISTING OF SUITABLE > J EXCAVATED MATERIAL OR 1 MIN. MIN. CEMENT CONC. > g° -1jk w �' a y TRENCH BACKKFl� FOR 4k o N ¢ / p ° CLASS 3000 i Ll RIGID PIPE 1 5� 11�= 4" MIN. z d ° . a : ° %. UTILITY MAIN i •.$� l� F MAIN i. / T� Lu i $ EBB 1 1 2a TRENCH UNDISTURBED o LLI H K GRAVEL BACKFlLL FOR YVIDIH EARTH I < ul y I z P11 PIPE BEDDING 2� NOTES: 18" MIN. Q:= � _j INVERT. Q OONTRACTOR MALL PROVIDE CONCRETE PIPE ENCASEMENT ,WHERE REQUIRED BY THE RESIDENT ENGINEER. II.- I3 �, � :R i �� ELEV. THE CONTRACTOR SHALL FAMNARIZE HIMSELF WITH'THE DRAWINGS AND SITE SUCH THAT HE /SHE z it IL C 1 CAN ANTICIPATE PROVIDING AND INSTALLING A CONCRETE ENCASEMENT WHERE NECESSARY. W z' W W VARIES ©CONTRACTOR SHALL NOT CONSTRUCT ANY NEW PIPE JOINT WITHIN 10 FEET Q O Q 6 FOUNDATION MATERIAL OF THE EXISTING CENTERLINE OF THE UTILITY CROSSING, WITHOUT FURi}iER APPROVAL. Z Z AS REQUIRED U. G a eBe CONCRETE PIPE' ENCASEMENT DETAIL O <'.o ir NOT TO SCALE } z 2 TRENCH SECTION - RIGID PIPE E- o � ¢ o I NOT TO SCALE Z] f,;,f m E OMM NDED FOR,APPROVAL W By: Date: d z By Date: 'a o o/ BY: Dete: By: 7 Date: SHEET: 28' 0 1' 2 OF: 32 TWO INCHES AT FULL SCALE. J06,, NO.: _00716, IF NOT, SCALE ACCORDINGLY DWG: DET- STORMI / /a SCANNre MAD 2 8 2003 178; f 6' A LESS 8' 10' 12' 14' B 5'- 0' C 6° PAYMENT LIMIT SCHEDULE STORM SEWER PIPE l o w o A{ 0 0 \P o rn � Z �S t9�s Z O W IF ogi c' rK 0 o a, N W F- Y J 3 U o N O U < z 0 rn s �a11 Ir 0 FINISHED GRADE OR SUBGRADEj rto49 W Ijp � w 18" MIN. 2 EXISTING OR 6' \� NEW UTILITY y MIN 4 ALL Orz cn E-7 W MIN. BACKFlLL MATERIAL z C a z am m 8 CLEARANCE 9 a .9�� � W CONSISTING OF SUITABLE > J EXCAVATED MATERIAL OR 1 MIN. MIN. CEMENT CONC. > g° -1jk w �' a y TRENCH BACKKFl� FOR 4k o N ¢ / p ° CLASS 3000 i Ll RIGID PIPE 1 5� 11�= 4" MIN. z d ° . a : ° %. UTILITY MAIN i •.$� l� F MAIN i. / T� Lu i $ EBB 1 1 2a TRENCH UNDISTURBED o LLI H K GRAVEL BACKFlLL FOR YVIDIH EARTH I < ul y I z P11 PIPE BEDDING 2� NOTES: 18" MIN. Q:= � _j INVERT. Q OONTRACTOR MALL PROVIDE CONCRETE PIPE ENCASEMENT ,WHERE REQUIRED BY THE RESIDENT ENGINEER. II.- I3 �, � :R i �� ELEV. THE CONTRACTOR SHALL FAMNARIZE HIMSELF WITH'THE DRAWINGS AND SITE SUCH THAT HE /SHE z it IL C 1 CAN ANTICIPATE PROVIDING AND INSTALLING A CONCRETE ENCASEMENT WHERE NECESSARY. W z' W W VARIES ©CONTRACTOR SHALL NOT CONSTRUCT ANY NEW PIPE JOINT WITHIN 10 FEET Q O Q 6 FOUNDATION MATERIAL OF THE EXISTING CENTERLINE OF THE UTILITY CROSSING, WITHOUT FURi}iER APPROVAL. Z Z AS REQUIRED U. G a eBe CONCRETE PIPE' ENCASEMENT DETAIL O <'.o ir NOT TO SCALE } z 2 TRENCH SECTION - RIGID PIPE E- o � ¢ o I NOT TO SCALE Z] f,;,f m E OMM NDED FOR,APPROVAL W By: Date: d z By Date: 'a o o/ BY: Dete: By: 7 Date: SHEET: 28' 0 1' 2 OF: 32 TWO INCHES AT FULL SCALE. J06,, NO.: _00716, IF NOT, SCALE ACCORDINGLY DWG: DET- STORMI / /a SCANNre MAD 2 8 2003 178; f