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Home My WebLink AboutS-272215vl �, fN �) , N N= z N 1 - l� z3= N 3 A r< �- N � N � �^ 1� � _ € rn N 3 � � �� WIDTH VARIES � ? MATCH EXISTING } � a o N 3 3 I o MIN. 3° ASPHALT LL � F CONCRETE (1 LIFT) ° � x � � R d 15 i 3a A Qo mo o� wz N N.0 O � 3� a �z �- �w I�-t WW a °- �ix �o �E _� _� °5v � �� c o �, a� \�� .N� PAY LIMIT TRENCH BACKFlLL 6' -0° FOR 8 °, 10" ANO 12' MAIN LINES AND 4' FOR 6° SIDE SEWERS J- �._o. T6' I ° e ° EXCAVATION OF UNSUITABLE SOIL AND BACKFlLL OF FOUNDATION ° ° � MATERIAL (IF NECESSARY) DEPTH AS APPROVED BY ENGINEER MATERIAL SHALL MEET SECTION 9- 03.9(1) BALLAST 6 ". 8 ". 10" AND 12" PVC SEWER TYPICAL TRENCH BEDDING AND BACKFlLL NOTES: t. PROVIDE UNIFORM SUPPORT UNDER BARREL 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT PIPE ZONE MATERIAL TO 90� MINIMUM DENSITY EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE HAND TAMP ONLY. 4. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. 5. ALL EXCAVATION AND BEDDING AND BACKFTLL MATERIALS BEYOND PAY LIMIT OF TRENCH SHALL BE INGLUUED WITHIN THE TRENCH EXCAVATION SAFETY SYSTEMS BID ITEM. 24 "x 6" FRAME AND LIP PER DRAWING BR29. 4" MIN. TO . " l2" MAX. .� do �.- I 2a" 72" DIAMETER Iv1H �4 (Sheet 3) NOTES: 1. STEPS TO BE 3/4" DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING TO BE PER DRAWING BR29. zo 4. MANHOLE SECTIONS TO BE OF REINFORCED N PRECAST CONCRETE. 5. OPENING SHOULD SE ON DOWNSTREAM SIDE. �i 6. ALL JOINTS SHALL BE GROUTED. � 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC- CONSEAL OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE KITH ASTM C -443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL B00T5 OR APPROVED EQUAL. o wwp I7 -a7az 10" to S. 5th St. VI N 3 E w 0 V) a' v 3 0 12" from S. 5th St. CHANNELING DETAIL for 72" DIAMETER MH �4 (Sheet 3) . • • ' � 12° TYP PATCH PAYMuvT TRENCH WIDTH PER APPROPRIATE DETAIL PLUS 2' -0" ASPHALT CONCRETE PAVEMENT RESTORATION DETAIL NTS SAWCUT FlNAL JOINT TYP. EACH SIDE `EXIST. ASPH. CONC. PAVEMENT, TYP. 3" CL '8' ASPHALT CONCRETE PATCH ( 1 LIFT ) - 6" CRUSHED SURFACING TOP COURSE BACKFlLL (SEE BEODINGfBACKFlLL DETAIL) NOTES: t. ALL TRENCHES IN ROADWAY AREAS SHALL 8E BACKFILLED AND PATCHED PER SPECAL PROVISION 5 -06.1 AT END OF EACH WORK DAY. THIS WORK IS INCIDENTAL TO ALL TRENCH RESTORATION WORK. 2. THE FlNAL SAWWT JOINT SHALL BE A MINIMUM OF 1' BEYOND THE UNDISTURBED EDGE OF THE TRENCH. 3. ALL ASPHALT PATCH AREA OUTSIDE OF PAY LIMIT SHOWN SHALL BE CONSIDERED INCDENTAL TO OTHER ITEMS OF WORK. 4. ALL TEMPORARY PATCHES ON TRENCHES SHALL BE PERMANENTLY PATCHED WITHIN {2) WEEKS OF COMPLETION OR WORK WITHIN THE ROADWAY AREA UNLESS APPROVED BY THE ENGINEER. 5. SEE CONSTRUCTION NOTES 15 AND i6 ON THIS SHEET FOR PAVING AND CONSTRUCTIQN CONSTRAINTS ON PORTIONS OF BURNETT AVE S, WILLIAMS AVE S AND WELLS AVE S. REMOVE TDP 2' OF MANHOLE AND RESTORE PER ASPHALT :CONCRETE PAVEMENT DETAIL CRUSHED ROCK (DEPTH VARIES) �, I � MAX. I' CONCRETE OR CDF ABANDON MANHOLE TYPICAL DETAIL {Sheet 11: Station 61 +12. 9.85 RT) NOT TO SCALE NOTES: 1. CONCRETE OR CONTROL DENSITY FlLL SHALL BE POURED TO A DEPTH OF NOT MORE THAN 1 FOOT ABOVE THE CROWN OF THE NEW CURED -IN -PLACE LINER. 2. AFTER CONCRETE OR CONTROL DENSITY FILL HAS CURED, FILL REMAINDER OF MANHOLE WITH 1 -1 /4" CRUSHED ROCK OR APPROVED EQUAL. 5- ?7 ? ?IS INSIDE DROP CONNECTION TO EXISTING MANHOLE (Sheet i 8: Station 99 +93.86. 7.17' LT) NTS NOTES: 1. ALL PIPE SHALL BE SIMILAR MATERIAL AS MAINLINE. 2. STAINLESS STEEL STRAPS SHALL BE 2" X 1/8" STAINLESS STEEL PLATE WITH 2 - 5/8" HOLES. CONNECPON TO MANHOLE SHALL BE MADE USING 1/2" STAINLESS STEEL ANCHOR BOLTS WITH BACKING AND LOCKING NUTS. SPACING BETWEEN STRAPS SHALL BE AT 3 FEET ON- CENTER. A MINIMUM OF 2 STRAPS SHALL BE USED FOR EACH DROP. CONSTRUCTION NOTES 7. TRENCH SAFELY AND SHORING SHALL BE PER SECTION 7- 08.3(7)8 OF THE SPECIAL PROVISIONS. TRENCHES SHALL BE SEALED TO PREVENT ENTRY DURING NON- WORKING HOURS. 2 VERTICAL CONTROL DATUM BASED ON NAVD 1988 (IN FEET) 3. UTILITY CROSSING LOCATIONS AND ELEVATIONS SHALL BE DETERMINED BY THE CONTRACTOR IN ADVANCE OF ANY CONSTRUCTION ACTIVITIES. 4. EXISTING PRIVATE IMPROVEMENTS SHALL BE TEMPORARILY RELOCATED AND PERMANENTLY REPLACED TO ACCOMMODATE SERVICE CONSTRUCTION. 5. STARONING SHOWN IN CENTERLINE OF ROADWAY OR SURVEY CONTROL LINES AS DEFlNED BY THE CONTROL POINTS. 6. ALL MANHOLES SHALL HAVE LOCKING LIDS. 7. MATCH FINISH GRADE Willi ALL MANHOLE LIDS. 8. PROVIDE AS -BUILT INFORMATION SHOWING ALL INVERT AND RIM ELEVATIONS OF MANHOLE AND CATCH BASINS AND SIDE SEWER VERTICAL AND HORIZONTAL LOCATIONS. 9.- INSTALL SEWER MAIN AND SERVICES A MINIMUM 2' FROM PARALLEL GAS LINES WHERE CONFLCT OCCURS. 10. ALL CEMENT CONCRETE DRIVEWAYS AND ALLEY APPROACHES SHALL BE 6" THICK. (IN ACCORDANCE WITH STANDARD PLAN �'F006, DRAWING �%FRO1 N). 71. REPLACE ALL DISNRBED CURB &GUTTERS IN ACCORDANCE WITH STANDARD PLAN # F008, DRAtWNG � FR05 ANC STANDARD P�..N � F.,�� "CEMENT CONCRETE CURB AND GUTTER." 12. REPLACE ALL DISTURBED SIDEWALK IN ACCORDANCE WITH STANDARD PLAN „ M,-,, DRAWING ;y FROZ. 73. WHERE UTILITY PIPE LINE V'cRTiCAL SEPARATON IS LE55 THAN (1) ONE FOOT, INSERT ETHAFOAM HS 600 PLANK -FOAM BOARD OR EQUAL AS CLEARANCE SEPARATION. 14. FINP.L PAVING OF WELLS AVE. S. AND WILLIAMS AVE. S. FROM 5. 3RD ST. THROUGH THE INTERSECTION OF S. 4TH ST. SHALL BE COMPLETED PRIOR TO JULY 76, 1999. IF A TOTAL AND FlNAL RESTORATION OF THESE BLOCKS CANNOT BE COMPLETED BY THE SPECIFlED DAIS, THEN NO EXCAVATION WORK SHALL TAKE PLACE IN liiESE BLOCKS UNTIL AFTER AUGUST 2, 1999. 75. ALL WORK ON BURNETT AVE. S. BETWEEN S. 3rd ST. RND S. 4th ST. SHALL BE COMPLETED PRIOR TO SEPTEMBER 15, 1999. 16. REFER TO SHEET 7 FOR INFORMATION REGARDING THE COMMERCIAL LAUNDRY LOCATED AT THE CORNER OF WELLS AVE. 5. AND S. 4th ST. 77. SIDE SEWERS SHOWN ON THE PLANS WERE LOCATED VIA TELEVIDEO. BECAUSE THE LOW POINTS IN THE EXISP.NG MAIN LINE WERE UNDER WATER, SOME ACTIVE SIDE SEWERS MAY NOT BE SHOWN. THE CONTRACTOR SHALL LOCATE AND REPLACE /RECONNECT ALL ACTIVE SIDE SEWERS FROM THE NEW SEWER MAIN TO THE PROPERTY LINE UNLESS SPECIFlED OTHERWISE ON THE PLANS. SF-iEc i i ��` =�; �' � z � ='�! '- �CaNNF.D DEG 101999 STREET OVERLAY SCHEDULE WELLS AVE S - EXTENTS OF OVERLAY SHALL BE CURB TO CURB (36' WIDTH) AND 10' NORTH AND SOUTH OF PIPELINE SEE DETAIL FOR STREET REPLACEMENT. R'ESTORATiCN R'cOUiREMENTS WIWAMS AVE S - EXTENTS OF OVERLAY SHALL BE CURB TO CURB (44' WIDTH) AND 10' NORTH AND SOUTH OF PIPELINE SUBSEQUENT BACKFlLL MATERIAL REPLACEMENT. (NATIVE IF APPROVED BY ENGINEER) BURNETT AVE S - EXTENTS OF OVERLAY SHALL BE OR IMPORT PER SECTION 9- 03.72(1)C BETWEEN EAST CURB OF STREET (SELECT BACKFlLL) -- AND EAST EDGE OF ADJACENT OF THE SPECIAL PROVISIONS. PARKING AREA CURBS (APPROX. 18' WIDTH) AND 10' NORTH AND SOUTH OF PIPELINE REPLACEMENT. PROPOSED 6 ", 8 ", 10" AND 12" SEWER PIPE SOUTH 5th ST - EXTENTS OF OVERLAY SHALL BE THE NORTH HALF OF THE STREET PIPE ZONE MATERIAL PER SECTION 9 -03.16 FROM A POINT 10' WEST OF CO# 2 TO WIWAMS AVE S, THE SOUTH HALF BEDDING MATERIAL FOR FLEXIBLE PIPE OF THE STREET FROM WIWAMS AVE 5 TO WELLS AVE S, AND FULL WIDTH FROM WELLS AVE S TO A POINT 70' EAST OF MHO 5. 24 "x 6" FRAME AND LIP PER DRAWING BR29. 4" MIN. TO . " l2" MAX. .� do �.- I 2a" 72" DIAMETER Iv1H �4 (Sheet 3) NOTES: 1. STEPS TO BE 3/4" DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING TO BE PER DRAWING BR29. zo 4. MANHOLE SECTIONS TO BE OF REINFORCED N PRECAST CONCRETE. 5. OPENING SHOULD SE ON DOWNSTREAM SIDE. �i 6. ALL JOINTS SHALL BE GROUTED. � 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC- CONSEAL OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE KITH ASTM C -443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL B00T5 OR APPROVED EQUAL. o wwp I7 -a7az 10" to S. 5th St. VI N 3 E w 0 V) a' v 3 0 12" from S. 5th St. CHANNELING DETAIL for 72" DIAMETER MH �4 (Sheet 3) . • • ' � 12° TYP PATCH PAYMuvT TRENCH WIDTH PER APPROPRIATE DETAIL PLUS 2' -0" ASPHALT CONCRETE PAVEMENT RESTORATION DETAIL NTS SAWCUT FlNAL JOINT TYP. EACH SIDE `EXIST. ASPH. CONC. PAVEMENT, TYP. 3" CL '8' ASPHALT CONCRETE PATCH ( 1 LIFT ) - 6" CRUSHED SURFACING TOP COURSE BACKFlLL (SEE BEODINGfBACKFlLL DETAIL) NOTES: t. ALL TRENCHES IN ROADWAY AREAS SHALL 8E BACKFILLED AND PATCHED PER SPECAL PROVISION 5 -06.1 AT END OF EACH WORK DAY. THIS WORK IS INCIDENTAL TO ALL TRENCH RESTORATION WORK. 2. THE FlNAL SAWWT JOINT SHALL BE A MINIMUM OF 1' BEYOND THE UNDISTURBED EDGE OF THE TRENCH. 3. ALL ASPHALT PATCH AREA OUTSIDE OF PAY LIMIT SHOWN SHALL BE CONSIDERED INCDENTAL TO OTHER ITEMS OF WORK. 4. ALL TEMPORARY PATCHES ON TRENCHES SHALL BE PERMANENTLY PATCHED WITHIN {2) WEEKS OF COMPLETION OR WORK WITHIN THE ROADWAY AREA UNLESS APPROVED BY THE ENGINEER. 5. SEE CONSTRUCTION NOTES 15 AND i6 ON THIS SHEET FOR PAVING AND CONSTRUCTIQN CONSTRAINTS ON PORTIONS OF BURNETT AVE S, WILLIAMS AVE S AND WELLS AVE S. REMOVE TDP 2' OF MANHOLE AND RESTORE PER ASPHALT :CONCRETE PAVEMENT DETAIL CRUSHED ROCK (DEPTH VARIES) �, I � MAX. I' CONCRETE OR CDF ABANDON MANHOLE TYPICAL DETAIL {Sheet 11: Station 61 +12. 9.85 RT) NOT TO SCALE NOTES: 1. CONCRETE OR CONTROL DENSITY FlLL SHALL BE POURED TO A DEPTH OF NOT MORE THAN 1 FOOT ABOVE THE CROWN OF THE NEW CURED -IN -PLACE LINER. 2. AFTER CONCRETE OR CONTROL DENSITY FILL HAS CURED, FILL REMAINDER OF MANHOLE WITH 1 -1 /4" CRUSHED ROCK OR APPROVED EQUAL. 5- ?7 ? ?IS INSIDE DROP CONNECTION TO EXISTING MANHOLE (Sheet i 8: Station 99 +93.86. 7.17' LT) NTS NOTES: 1. ALL PIPE SHALL BE SIMILAR MATERIAL AS MAINLINE. 2. STAINLESS STEEL STRAPS SHALL BE 2" X 1/8" STAINLESS STEEL PLATE WITH 2 - 5/8" HOLES. CONNECPON TO MANHOLE SHALL BE MADE USING 1/2" STAINLESS STEEL ANCHOR BOLTS WITH BACKING AND LOCKING NUTS. SPACING BETWEEN STRAPS SHALL BE AT 3 FEET ON- CENTER. A MINIMUM OF 2 STRAPS SHALL BE USED FOR EACH DROP. CONSTRUCTION NOTES 7. TRENCH SAFELY AND SHORING SHALL BE PER SECTION 7- 08.3(7)8 OF THE SPECIAL PROVISIONS. TRENCHES SHALL BE SEALED TO PREVENT ENTRY DURING NON- WORKING HOURS. 2 VERTICAL CONTROL DATUM BASED ON NAVD 1988 (IN FEET) 3. UTILITY CROSSING LOCATIONS AND ELEVATIONS SHALL BE DETERMINED BY THE CONTRACTOR IN ADVANCE OF ANY CONSTRUCTION ACTIVITIES. 4. EXISTING PRIVATE IMPROVEMENTS SHALL BE TEMPORARILY RELOCATED AND PERMANENTLY REPLACED TO ACCOMMODATE SERVICE CONSTRUCTION. 5. STARONING SHOWN IN CENTERLINE OF ROADWAY OR SURVEY CONTROL LINES AS DEFlNED BY THE CONTROL POINTS. 6. ALL MANHOLES SHALL HAVE LOCKING LIDS. 7. MATCH FINISH GRADE Willi ALL MANHOLE LIDS. 8. PROVIDE AS -BUILT INFORMATION SHOWING ALL INVERT AND RIM ELEVATIONS OF MANHOLE AND CATCH BASINS AND SIDE SEWER VERTICAL AND HORIZONTAL LOCATIONS. 9.- INSTALL SEWER MAIN AND SERVICES A MINIMUM 2' FROM PARALLEL GAS LINES WHERE CONFLCT OCCURS. 10. ALL CEMENT CONCRETE DRIVEWAYS AND ALLEY APPROACHES SHALL BE 6" THICK. (IN ACCORDANCE WITH STANDARD PLAN �'F006, DRAWING �%FRO1 N). 71. REPLACE ALL DISNRBED CURB &GUTTERS IN ACCORDANCE WITH STANDARD PLAN # F008, DRAtWNG � FR05 ANC STANDARD P�..N � F.,�� "CEMENT CONCRETE CURB AND GUTTER." 12. REPLACE ALL DISTURBED SIDEWALK IN ACCORDANCE WITH STANDARD PLAN „ M,-,, DRAWING ;y FROZ. 73. WHERE UTILITY PIPE LINE V'cRTiCAL SEPARATON IS LE55 THAN (1) ONE FOOT, INSERT ETHAFOAM HS 600 PLANK -FOAM BOARD OR EQUAL AS CLEARANCE SEPARATION. 14. FINP.L PAVING OF WELLS AVE. S. AND WILLIAMS AVE. S. FROM 5. 3RD ST. THROUGH THE INTERSECTION OF S. 4TH ST. SHALL BE COMPLETED PRIOR TO JULY 76, 1999. IF A TOTAL AND FlNAL RESTORATION OF THESE BLOCKS CANNOT BE COMPLETED BY THE SPECIFlED DAIS, THEN NO EXCAVATION WORK SHALL TAKE PLACE IN liiESE BLOCKS UNTIL AFTER AUGUST 2, 1999. 75. ALL WORK ON BURNETT AVE. S. BETWEEN S. 3rd ST. RND S. 4th ST. SHALL BE COMPLETED PRIOR TO SEPTEMBER 15, 1999. 16. REFER TO SHEET 7 FOR INFORMATION REGARDING THE COMMERCIAL LAUNDRY LOCATED AT THE CORNER OF WELLS AVE. 5. AND S. 4th ST. 77. SIDE SEWERS SHOWN ON THE PLANS WERE LOCATED VIA TELEVIDEO. BECAUSE THE LOW POINTS IN THE EXISP.NG MAIN LINE WERE UNDER WATER, SOME ACTIVE SIDE SEWERS MAY NOT BE SHOWN. THE CONTRACTOR SHALL LOCATE AND REPLACE /RECONNECT ALL ACTIVE SIDE SEWERS FROM THE NEW SEWER MAIN TO THE PROPERTY LINE UNLESS SPECIFlED OTHERWISE ON THE PLANS. SF-iEc i i ��` =�; �' � z � ='�! '- �CaNNF.D DEG 101999