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HomeMy WebLinkAboutR-412819FOR REFERENCE ONLY. SEE APPROVED SOOS CREEK SEWER PLANS C. MATERIALS (REVISED o5/16/11) 1 PIPE 3. MANHOLES D. SURFACE RESTORATION (REVISED 05116111) MANHOLES SHALL BE PRECAST CONCRETE UNLESS REQUIRED 5. NON -PAVEMENT RESTORATION WTHIN RIGHT-OF-WAY GRAVITY SEWERS AND SERVICES SHALL BE CONSTRUCTED OF PVC PIPE OTHERWSE BY THE DISTRICT AND SHALL CONFORM TO STANDARD 1. OFFSITE SURFACE RESTORATION CONFORMING TO SECTION 9-05.12 OF THE STANDARD SPECIFICATIONS PLAN B-23A EXCEPT NTH ECCENTRIC REDUCING CONES. POURED IN ALL PAVED OR UNPAVED SURFACES OR EASEMENTS SHALL RESTORED CULTIVATED LAWNS SHALL BE RESTORED NTH SOD, UNLESS REQUIRED OTHERWISE BY THE DISTRICT. PVC GRAVITY SEWER PLACE BASES SHALL NOT BE ALLOWED. MAXIMUM ALLOWABLE TO A CONDITION EQUAL TO OR BETTER THAN THAT WHICH EXISTED PRIOR RESEEDING OF CULTIVATED LAWNS KILL NOT BE ALLOWED MAIN AND PVC GRAVITY SEWER SERVICE PIPE SHALL BE CONSIDERED DIMENSION FROM THE BREAK OF CONE TO 70P OF CASTING SHALL TO CONSTRUCTION. ALL TREES, SHRUBS AND OR OTHER IMPROVEMENTS NTHOUT PRIOR APPROVAL OF PROPERTY OWNER AND FLEXIBLE CONDUIT. PVC COMPOUND SHALL MEET THE REQUIREMENTS BE 20 INCHES, SHALL BE SAVED, RELOCATED, OR REPLACED BY DISTRICT. UNCULTIVATED LAWNS, PASTURE AND VACANT OF ASTM D 1784 FOR CLASS 12454-B PVC. DEVELOPER/CONTRACTOR UNLESS NOTED OTHERWISE ON THE DRAWINGS LAND SHALL BE RESTORED WTH A PASTURE GRASS DUCTILE IRON PIPE (CLASS 52) MAY BE USED IN LIEU OF PVC PIPE INTERNAL CONCRETE CHANNELS, BENCHES AND FILLETS SHALL BE OR IN THE EASEMENT STIPULATIONS. RESTORATION SHALL BE TO THE MEETING THE FOLLOWNG REQUIREMENTS. PROVIDED THE DUCTILE IRON PIPE IS LINED WITH EPDXY, FORMED USING LOW SHRINKAGE CLASS 40000 5 SACK MIX WIN PEA GRAVEL TO 5/8-INCH (MAX SIZE) AGGREGATE CONFORMING TO SATISFACTION OF THE DISTRICT, PROPERTY OWNER, OR GOVERNING ROAD POLYURETHANE, OR SEWPERCOAT AS MANUFACTURED BY KERNEOS SECTION 6-02.3 OF THE STANDARD SPECIFICATIONS. THE AGENCY. PRECONSTRUCTION PHOTOGRAPHS SHALL BE USED TO APPROVE SEED MIX: 407 PERENNIAL RYEGRASS ALUMINATE TECHNOLOGIES OR APPROVED EQUAL. ALL LININGS SHALL WATER -CEMENT RATIO SHALL NOT EXCEED 0.38. A WATER -REDUCING RESTORATION. 107 WHITE CLOVER BE APPLIED PER THE MANUFACTURER'S RECOMMENDATIONS. ADMIXTURE SHALL BE INCLUDED IN THE MIX. 2. ROAD SHOULDER RESTORATION WITHIN RIGHT-OT-WAY 30% FESCUE A. LINED DUCTILE IRON PIPE SHALL HAVE THE LINING APPLIED TO LADDER RUNGS SHALL BE i-INCH DIAMETER DEFORMED BAR, THE EXISTING SURFACING OF DISTURBED ASPHALT SHOULDERS SHALL BE 20% RED CREEPING FESCUE ALL EXPOSED INTERIOR SURFACES PER THE MANUFACTURER'S GALVANIZED OR POLYPROPYLENE SAFETY -TYPE STEPS MEETING THE REMOVED TO A MINIMUM DEPTH OF 6 INCHES BELOW ORIGINAL STREET APPLY AT THE RATE OF 100 POUNDS RECOMMENDATIONS. REQUIREMENTS OF ASTM C478, AASHTO M-199, AND ALL NSHA GRADE TO PROVIDE FOR PLACEMENT OF THE NEW SUBGRADE AND PER ACRE B. POLYURETHANE LININGS SHALL CONSIST OF POLYISOCYANATE AND OSHA SPECIFICATIONS. POLYPROPYLENE STEPS, CONFORMING TO PAVING. THE SUBGRADE SHALL BE CONSTRUCTED OF 1-1/4-INCH MINUS RESIN AND POLYOL RESIN MIXED AT A 1:1 RATIO AT THE TIME OF ASTM 0 4101, SHALL BE INJECTION MOLDED AROUND A 112-INCH CRUSHED SURFACING BASE COURSE PLACED TO A COMPACTED THE APPLICATION AND APPLIED TO A DRY FILM THICKNESS OF 40 ASTM A 615 GRADE 50 STEEL REINFORCING BAR. THICKNESS OF 2-1/2 INCHES, FOLLOWED BY 5/8-INCH MINUS MILS (0.040 INCHES). COATING THICKNESS WTHIN THE BELL COVERS SHALL BE OLYMPIC FOUNDRY MODEL NO. MH30A D/T OR CRUSHED SURFACING TOP COURSE PLACED TO A COMPACTED THICKNESS MULCH: SILVA MULCHAPPLIED AT SOCKET INTERIOR AND ON THE SPIGOT END OF THE PIPE OF 1-1/2 INCHES, ASPHALT CONCRETE PAVING SHALL THEN BE PLACED 1500 TO 200IBER PER ACRE. EXTERIOR SHALL BE 8 MILS (0.008 INCHES) NOMINAL WTH A APPROVED EQUAL AND SHALL BE 24-INCH DIAMETER CAST IRON OR DUCTILE IRON NTH THREE 5/8-INCH DIAMETER X 1 112-INCH LONG AND COMPACTED IN 2-INCH LIFTS UP TO A MAXIMUM 4-INCH FERTILIZER: COMMERCIAL MIX 10/20/20 OF MAXIMUM THICKNESS OF 10 MILS (0.010 INCHES) IN ORDER TO THICKNESS TO MATCH EXISTING PAVEMENT THICKNESS. MINIMUM NITRATE, PHOSPHATE AND POTASH MINIMIZE POTENTIAL DIMENSIONAL ASSEMBLY PROBLEMS. THICKER COUNTERSUNK N.C. STAINLESS STEEL SOCKET HEAD CAP SCREWS THICKNESS SHALL BE 2 INCHES, THE SHOULDER SHALL BE REPLACED TO AND SINGLE i-INCH DIAMETER LIFT HOLE LOCATED APPROXIMATELY THE EXISTING FOG LINE IN AREAS WHERE THE EXISTING ASPHALT APPLIED AT RATE OF 450 POUNDS COATS MAY ALLOWED PROVIDED FINAL DIMENSIONS ARE 3 INCHES FROM THE OUTSIDE EDGE OF THE COVER. PROVIDE PER ACRE. HALL ALLOWABLE TOLERANCES AFTER THE COATING. THE LINING SHALL TO 5/8-INCH X 2 HOLE INCH STAINLESS STEEL CARRIAGE BOLT SHOULDER IS SERIOUSLY DISTURBED, OR AT THE DISCRETION OF THE PROVIDE AN ASTM D16 TYPE V SYSTEM. INSTALLED IN MANHOLE LIFT HOLE LIDS SHALL HAVE ANON -SKID DISTRICT OR THE GOVERNING ROAD AGENCY. C. SEWPERCOAT IS A CALCIUM ALUMINATE MORTAR MADE OF FUSED PATTERN CAST INTEGRALLY ON TOP KITH THE WORD "SEWER" CAST RESTORATION OF GRAVEL SHOULDERS SHALL INCLUDE A MINIMUM OF CALCIUM ALUMINATE AND CALCIUM ALUMINATE AGGREGATES. THE IN 3-INCH RAISED LETTERS. RING AND COVER SHALL HAVE ONE OF 1-1/2 INCHES OF CRUSHED SURFACING TOP COURSE AND 2-1/2 6. FINAL UTILITY ADJUSTMENT TO FINISH GRADE LINING SHALL BE APPLIED TO A THICKNESS OF 125 MILS (0,125 THE LOCK DOWN BOLTS CENTERED DIRECTLY OVER THE ACCESS INCHES OF CRUSHED SURFACING BASE COURSE. ALL UTILITY COVERS, WHICH ARE LOCATED ON PROPOSED INCHES) FOR 12-INCH AND SMALLER DIAMETER PIPES AND 3/16 LADDER. J. ASPHALT SURFACE RESTORATION WITHIN RIGHT-OT-WAY ASPHALT ROADWAYS, SHALL BE TEMPORARILY PLACED AT INCHES FOR PIPES LARGER THAN 12 INCHES IN DIAMETER. ALL MANHOLE COVERS LOCATED IN SIDEWALKS OR DRIVEWAYS SHALL SUB -GRADE ELEVATION PRIOR TO PLACING CRUSHED CRACKS IN THE LINING, OTHER THAN CLOSED HAIRLINE CRACKS BE OLYMPIC FOUNDRY NO. MH30A O/T SMOOTH DESIGN OR THE EXISTING ASPHALT SURFACE SHALL BE CUT ON A NEAT LINE BY SURFACING MATERIAL. FINAL ADJUSTMENT OF ALL COVERS AND/OR FINE CRAZING ARE NOT ACCEPTABLE. A SEAL COAT APPROVED EQUAL KITH LOCKING LID AND 6-INCH CASTING RING AND SAWCUTTING PRIOR TO EXCAVATION TO PROVIDE A CONTINUOUS LINE. AND ACCESS ENTRIES SHALL BE MADE FOLLONNG FINAL SHALL BE APPLIED TO ANY SEWPERCOAT LINING. THE WORD "SEWER" CAST INTEGRALLY ON TOP IN 3-INCH RAISED FOLLOWING PROPER BACKFILL AND COMPACTION OF THE TRENCH, THE PAVING BY SAWCUT77NO OF THE PAVEMENT AROUND LIDS LETTERS. EDGES OF THE SURFACING SHALL BE RE TRIMMED 12 INCHES WIDER AND COVERS. OPENING SHOULD NOT BE LARGER THAN 12 D. THE EXTERIOR OF ALL DUCTILE IRON PIPES SHALL BE COATED THAN THE EXCAVATION WITH STRAIGHT VERTICAL EDGES FREE FROM INCHES BEYOND THE RADIUS OF THE COVER. NTH 1 MIL (0001 INCHES) OF BITUMINOUS PAINT ACCORDING TO MANHOLE SECTIONS SHALL HAVE RUBBER GASKET JOINTS IRREGULARITIES. A 1-114-INCH MINUS CRUSHED SURFACING BASE DEVELOPER/CONTRACTOR SHALL THEN REMOVE BASE ANSI/AWWA C151/A2I.5I. CONFORMING TO ASTM C 443. ALL MANHOLE JOINTS AND PICK COURSE SHALL BE PLACED TO A COMPACTED THICKNESS OF 4-112 MATERIAL, SURFACING COURSE, AND FRAME: ADD RAISING 2. SIDE SEWER SERVICES HOLES SHALL BE SEALED FROM THE INSIDE AND THE OUTSIDE NTH INCHES, FOLLOWED BY 5/8-INCH MINUS CRUSHED SURFACING TOP BRICKS, AND REPLACE FRAME AND COVER TO FINISH A SAND AND PORTLAND CEMENT CONCRETE MIX. CONTRACTOR SHALL COURSE PLACED TO A COMPACTED THICKNESS OF 2 INCHES. GRADE. FILL AND MECHANICALLY COMPACT AROUND THE ALL SIDE SERVICES SHALL BE CONSTRUCTED IN ACCORDANCE NTH PROVIDE AN 8-INCH THICK BY 5-FOOT WOE ASPHALT OR CONCRETE STRUCTURE AND FRAME NTH CRUSHED SURFACING THE SECTION 7-18 OF THE STANDARD SPECIFICATIONS AND THE COLLAR AROUND THE RIMS OF ALL MANHOLES LOCATED IN CT ASPHALT CONCRETE PAVING SHALL THEN BE PLACED AND COMPACTED IN MATERIAL. FINISHED SURFACING SHALL BE TWO, 2-INCH RESOLUTIONS OF THE DISTRICT, N-0CH ARE INCORPORATED HEREIN BY UNIMPROVED AREAS, LANDSCAPED AREAS, EASEMENTS, AND ALL 2-INCH LIFTS TO MATCH THE EXISTING THICKNESS AND GRADE THE COURSES OF ASPHALT CONCRETE SURFACING, COMPACTED REFERENCE SIDE SERVICE CONSTRUCTION SHALL FOLLOW THE OTHER UNPAVED AREAS. THE ASPHALT OR CONCRETE COLLAR SHALL ORIGINAL SURFACE ASPHALT PATCH SHALL HAVE A MINIMUM THICKNESS AND SEALED TO PROVIDE A DENSE, UNIFORM SURFACE INSTALLATION OF MAIN LINES AS CLOSELY AS PRACTICAL IN THE SLOPE AWAY FROM THE MANHOLE RIM. OF 2 INCHES AND A MAXIMUM THICKNESS OF 4 INCHES. THE ASPHALT FINAL ADJUSTMENT OF ALL COVERS AND ACCESS ENTRIES OPINION OF THE DISTRICT PATCH SHALL THEN BE OVERLAID WITH A MINIMUM OF 1-1/2 INCHES SHALL BE COMPLETED WITHIN 30 DAYS OF FINAL PAVING. 4. IMPORTED GRAVEL MATERIAL COMPACTED ASPHALT CONCRETE. ASPHALT OVERLAY SHALL BE CONTRACTOR SHALL INSTALL THE PIPE TO A MINIMUM DEPTH AT THE PIPE BEDDING SHALL CONFORM TO SECTION 9-03.12(3) OF THE PRE -LEVELED AS DETERMINED BY THE DISTRICTS FIELD REPRESENTATIVE PROPERTY LINE OF 5 FEET BELOW THE FLOOR TO BE SERVED OR 5 NO OVERLAY SHALL BE REQUIRED IF THE FINAL TRIMMED EDGE OF THE 7. FINAL CLEANUP FEET BELOW THE STREET CENTERLINE WHICHEVER IDEEPER. IN STANDARD SPECIFICATIONS. FOUNDATION GRAVEL SHALL CONFORM ASPHALT PATCH DOES NOT ENCROACH INSIDE THE FOG LINE LIEU CASES OF VACANT PROPERTIES OR PROPERTIES VACANTT BEYOND 150 TO SECTION 9-0317 OF THE STANDARD SPECIFICATIONS BANKRUN OF A FOG LINE, WITHIN 12 FEET FROM THE EXISTING CENTERLINE OF THE DEVELOPER/CONTRACTOR SHALL CLEANUP ALL FEET FROM SEWER MAIN, THE SIDE SEWER SHALL BE CONSTRUCTED GRAVEL FOR TRENCH BACKFILL SHALL CONFORM TO SECTION THE ROAD. THE DISTRICT OR GOVERNING ROAD AGENCY RESERVES THE ADJACENT AREAS IN COMPLIANCE WTH SECTION 1-04.11 OF NTH A MINIMUM SLOPE OF 29 FROM THE TEE, UNLESS OTHERNSE 9 OF THE STANDARD SPECIFICATIONS, EXCEPT AT RIGHT TO REQUIRE AN OVERLAY ON ANY SECTION. IF THE EDGE THE THE STANDARD SPECIFICATIONS. STREETS AND ROADWAYS APPROVED BY THE DISTRICT IN WRITING. TRANS TRANSVERSE CUTS TO THE ROAD ALIGNMENT OR AT UTILITY ROAD IS CURB AND GUTTER, THEN THE ASPHALT PATCH SHALL EXTEND SHALL BE CLEANED AND SWEPT BOTH DURING AND AFTER CROSSINGS, WHICH SHALL BE BACKFILLED WITH CRUSHED GRAVEL TO THE EDGE OF THE CURB UNLESS INDICATED OTHERWISE BY THE THE INSTALLATION WORK. DISTURBED SOILS SHALL BEFINAL SURFACING OR AS REQUIRED BY THE GOVERNING ROAD AGENCY. DISTRICT OR GOVERNING ROAD AGENCY ALL ASPHALT JOINTS SHALL BE TI GRADED, SEEDED, AND MULCHED AFTER INSTALLATION OF ALL STUB SERVICES SHALL TERMINATE NTH A 6-INCH WATERTIGHT DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING SEALED WITH APPROVED SEALER. DEVELOPER/CONTRACTOR SHALL THE SEWER MAIN. IN LIMITED AREAS SEEDING AND CAP AT THE PROPERTY AND EASEMENT LINE, OR 10 FEET PAST AND DISPOSING OF ANY EXCESS EXCAVATED SOIL MATERIAL AT AN MULCHING BY HAND, USING APPROVED METHODS, WLL BE AT THE OPTION OF THE DEVELOPER. ALL ENDS OF STUB SERVICES APPROVED DISPOSAL SITE. REPLACE EXISTING STRIPING AND PAVEMENT MARKINGS AS REQUIRED BY ACCEPTABLE. DITCH LINES NTH ERODIBLE SOIL OR SUBJECT SHALL BE MARKED BY A GALVANIZED NRE AND A 2-INCH THE GOVERNING ROAD AGENCY. TO RAPID FLOWS MAY REQUIRE SEEDING, JUTE MATTING, WRGAUGE 4-INCH TIMBER. THE WRE SHALL EXTEND VERTICALLY FROM THE 5. CRUSHED GRAVEL SURFACING NETTING, OR ROCK LINING CONTROL EROSION. ANY CA CAPPED END TO THE GROUND SURFACE AND SHALL BE ATTACHED TO CRUSHED GRAVEL SURFACING SHALL CONFORM TO THE DEVELOPER/CONTRACTOR SHALL MAINTAIN TEMPORARY COLD HOT MIX AI SILTING OF DOWNSTREAM DRAINAGE FACILITIES, THE TIMBER FROM END TO END, THE TIMBER SHALL EXTEND FROM THE REQUIREMENTS OF SECTION 9-03.9(3) OF THE STANDARD ASPHALT PATCHES DAILY DURING CONSTRUCTION THE SATISFACTION SA DITCHES OR PIPE AND CATCH BASINS, WHICH RESULTS RESULTS CAPPED END TO MINIMUM 12 INCHES ABOVE THE GROUND AND SPECIFICATIONS. E OF THE GOVERNING ROAD AGENCY AND THE DISTRICTS FIELD FROM THE SEWER MAIN INSTALLATION SHALL BE CLEANED T IC SHALL BE PAINTED TRAFFIC KIHNTH WORD SEWER" REPRESENTATIVE UNTIL SAID PATCH IS REPLACED WITH A PERMANENT OUT AND WORK SITE RESTORED TO A STABLE STENCILED ON NTIH BLACK PAINT. THEE END OF THE TIMBER SHALL BE 6. ASPHALT CONCRETE PATCH AND OVERLAY HOT PATCH. THE PERMANENT PATCH SHALL BE PLACED AND SEALED CONDITION ASS PART OF SITE CLEANUP. MARKED IN PERMANENT INDELIBLE INK NTH THE LENGTH OF THE ASPHALT CONCRETE SURFACING FOR PATCHING AND OVERLAY SHALL WITH PAVING GRADE ASPHALT WITHIN 30 CALENDAR DAYS. TIMBER INSTALLED. NEITHER THE NRE NOR 2" X 4" TIMBER SHALL BE CONFORM TO SECTION 5-04.2 AND 5-04.3 OF THE STANDARD CONCRETE PAVEMENT SHALL BE RESTORED CONSISTENT WITH SECTION B. TRAFFIC CONTROL SECURED OR ATTACHED TO THE SEWER PIPE. SPECIFICATIONS. ASPHALT CONCRETE SURFACING SHALL MEET CLASS 5-01 OF THE STANDARD SPECIFICATIONS. ANY CONCRETE PAVEMENT THE DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SIDE SERVICES SHALL BE TESTED FOR ACCEPTANCE AT THE SAME 1/2-INCH, P.G, 58-22 GRADING REQUIREMENTS, OR AS REQUIRED TRAFFIC LANE AFFECTED BY THE TRENCHING SHALL HAVE ALL AFFECTED INTERIM TRAFFIC CONTROL DURING CONSTRUCTION ON OR TIME THE MAIN LINE SEWER IS TESTED FOR ACCEPTANCE. BY THE GOVERNING ROAD AGENCY. PANELS REPLACED. CEMENT CONCRETE PAVEMENT SHALL BE RESTORED ALONG TRAVELED COUNTY ROADWAYS. TRAFFIC CONTROL WITH AN 8-SACK MIX, USING EITHER TYPE II OR TYPE III CEMENT WITHIN SHALL FOLLOW THE GUIDELINES OF SECTION 1-07.23 OF ALL 6-INCH STUBS INTO MANHOLES TO MATCH CROWNS. 30 CALENDAR DAYS. THE STANDARD SPECIFICATIONS. ALL BARRICADES, SIGNS, AND FLAGGING SHALL CONFORM TO THE REQUIREMENTS OF 4. CURBS, GUTTERS, AND SIDEWALKS THE MUTCD MANUAL. SIGNS SHALL BE LEGIBLE AND VISIBLE EXISTING CURBS, GUTTERS, AND SIDEWALKS DAMAGED BY CONSTRUCTION AND SHOULD BE REMOVED AT THE END OF EACH WORKDAY OF THE PROJECT OR THE DEVELOPER'S/CONTRACTOR'S USE AND IF NOT APPLICABLE AFTER CONSTRUCTION HOURS. ACTIVITY, SHALL BE REPAIRED TO THE SATISFACTION OF THE PROPERTY WHEN ROAD CLOSURES CANNOT BE AVOIDED, THE OWNER, THE DISTRICT, OR THE GOVERNING ROAD AGENCY, AND TO ITS DEVELOPER/CONTRACTOR SHALL POST "TO BE CLOSED" ORIGINAL CONDITION OR BETTER. SIGNS A MINIMUM OF FIVE DAYS PRIOR TO THE CLOSING. THE TYPES AND LOCATIONS OF THE SIGNS SHALL BE SHOWN ON A DETOUR PLAN. A DETOUR PLAN MUST BE PREPARED AND SUBMITTED TO THE DISTRICT'S FIELD REPRESENTATIVE AND APPROVED BY THE GOVERNING ROAD AGENCY PRIOR TO CLOSING ANY ROADWAYS. IN ADDITION, THE DEVELOPER/CONTRACTOR MUST NOTIFY IN WRITING ALL LOCAL FIRE, SCHOOL, LAW ENFORCEMENT AUTHORITIES, METRO TRANSIT, AND ANY OTHER AFFECTED PERSONS AS DIRECTED BY THE DISTRICTS FIELD REPRESENTATIVE AT LEAST FIVE DAYS PRIOR TO THE ROAD CLOSURE. 0 o no w z 6 a OQ 3a F O < O w V 0 aQ d Y 0 6 r )(D v Z °z u - d ^ N o d EED m ME 3°a d Z E a OW =`` q 3 UW }6 a° ' w z a ^z LO w - m r+r W A Q zz x z Q WK wU o U) �j W w Q W W Z Of Lu g (n W W U) W Ooz$ U) z 0 H Q O U) W W Q W U) 06 U J Q W 75 Q EASE MAP SHEET 6 OF 7 I