Loading...
HomeMy WebLinkAboutC5.1 - SITE NOTES AND DETAILS - CIVILCONTRACTOR TO VERIFY THE MIN. DEPTH OF THE SURFACE COURSE 1• HOT ASPHALTIC CONC. SURFACE COURSE — TAC COAT — 3" HOT ASPHALTIC CONO. — BINDER COURSE 4" No. 53 COMPACTED STONE 4" No. 2 COMPACTED STONE COMPACTED, WELL DRAINED SUBGRADE HEAVY DUTY ASPHALT PAVEMENT SECTION I NOT TO SCALE C5.1 CONTRACTOR TO VERIFY THE MIN. DEPTH OF THE SURFACE COURSE OF ASPHALTIC CONC ACE COURSE COAT IOT ASPHALTIC CONC. HER COURSE MINE BASE WELL DRAINED LIGHT DUTY ASPHALT PAVEMENT SECTION %z\ NOT TO SCALE C5.1 w 000:...0• News COMPACTED slvjpll�' (2) N6 BARS CONT. CRUSHED STONE / WELL COMPACTED SOIL CONCRETE PAVEMENT DETAIL a NOT TO SCALE GS.1 DANDY BAG* 000000 0000000000 00000000 C� 00000000 00000000 - o❑DaDDDD 6A6-10/10 W.W.F. 4" CONC. SCAB WITH BROOM FINISH 4" GRANULAR FILL CONTRACTOR MAY SUB- STITUTE "NYCON" FIBER REINFORCING MIX DESIGN TO BE FORWARDED TO ENGINEER FOR APPROVAL CONTROL JOINT D/3 ASPHALT PAVEMENT 3/4- R. CONCRETE WALK/STOOP DETAIL Ir 6 1 a !SEWER ORM DANDY BAG* NOT TO SCALE C5.1 NOTES:ATE 1. TRANSVERSE JOINTS SHALL BE CUT WITH A JOINTER HAVING A RADIUS OF 1/4" AT 6•-0- SPACING Klw>.xaxesm snmY1 — AND 48'-0" BETWEEN EXPANSION JOINTS. (FOR SIDEWALK ONLY) - IIL= 3. UNDER ALL CURB. SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE WITHITH THE THE STANDARD SPECIFICATIONS. m 3. WHERE SIDEWALKCONSTRUCTED ADJACENT CURB, THE SPACE BEHIND THE CURB SHALL WITH BE FILLED WITH SUI1 TABLE MATERAL TO THE REQO UIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6". 4. WHEN BUILT IN CONJUNCTION MCONCRETE PAVEMENT, EXPANSION AND CONTRACTION JOINTS SHOULD BE PLACED AT LED AT THEHEMIE SLOCATIONS AS IN THE PAVEMENT -ON THE CURB AND GUTTER SHOULD BE TIED TO THE PAVEMENT BY #4 DEFORMED RE -BAR AT }'-0" o.<. IF NO CONCRETE PAVEMENT IS BEING BUILT, AT THE TIME, THE CURB IS CONSTRUCTED, EXPANSION JOINTS SHALL ON[OW• BE PLACED AT THE ENDS OF ALL RADII AND AT INTERVALS NOT TO EXCEED 100'. CONTRACTION JOINTS SHALL BE PLACED AT 20' c.c. DANDY CURB BAG" STORM SEWER GRATE COMPLETELv OVERFLOW COVERED BY GAR ToFLOWFABRIC CURB PLAID GUTTER INLET LIKING • ®®®®8 STRAPS CURB OR APPROVED FILTER EDUAL LOW PROFILE WITH GUTTER FOR SAFETY AND CURB Inslafti ORE& I. Race IM empty DanEY Curb Bag" unit awr the grate as the grate stands an and. 2. Far dl ana seaMent model: to instal or replace mwrcent, place absorbent pillow in pouch, on the torom (below-grodr side) at the unit. 3. Tuck The enclosure flap inside to completely enclose the grate. 4. Holding the Will devices, being careful not to damage the Penn fabric unit, inset the grate into ;is frame, street side edge Tint. then lower back edge with cylindrical tube into place. The cylindrical tube Should be partially blocking the curb road opening when installed properly. Maintenance: 1. The contractor shall re all o mulated sediment and debt from surface and acinity of unitaftereach rain Spent or as directed by engineer/inspector. Dispose at unit no longer in use at an appropriate recycling or amid Hate Tell 2. For oa and sediment model: remove and replace absorbent when near saturation. TEMPORARY INLET PROTECTION DETAIL%1 TO SCALE SILT FENCE SHALL BE A WHINE PRODUCED, NON -WOVEN GEOTEXTILE OF TOM POLYPROPYLENE MEETING THE PHYSICAL PROPERTIES BELOW. ALL STAKES SHALL BE 2" X 2' HARDWOOD 36• TALL WITH 24" TALL LATH STAPLED TO STAKES OVER FABRIC AS REINFORCEMENT ALL SILT FENCE SMALL BE PREFABRICATED BY THE SUPPLIER, NO FIELD ASSEMBLY WILL BE ACCEPTED. FABRIC WEIGHT 4 OZ/SAD GRAB STRENGTH .............. ......................................... WARP 125 LES. SILT FENCE SHALL HE INSTALLED ELONGATION WARP SO X BEFORE EARTH MOVING ACTMTIES TAKE TRAPEZOIDAL TEAR STRENGTH..................................SO LES. PUCE AND SHALL REMAIN UNTIL 3/4' x 8• EXPANSION BURST STRENGTH... ........................ .......................... 200 PSI PERMANENT SEEDING HAS TAKEN HOLD. JOINT SEALANT Ut RESISTANCE. ...... .......................................... ...... > TBX CONTRACTOR SMALL INSPECT FENCES 3" 30 NOTE THIS JOINT TO BE USED AT 'PO AO.S...................................... .......................... ........ .50-80 DAILY TO INSURE SEDIMENT IS NOT aEINFORCING ALL INTERSECTIONS AND ENDS OF DAILY URS' SLURRY FLOW MLE..................................................225 GPIJI FT. ENTERING WATERWAYS OR SEWERS. AESH 3 4• EXPANSION CAP MAXIMUM SPACING SHALL BE 240 SEDIMENT RETENTION ........... -................ ....... - ...... ..X5% WOODEN LATH ALL SILT FENCES ARE •' EO TO BE PLACED TOE _ D RI OF SLOPE & PERIMETE X Min X % D OF GRADING AREA ATTACH FILTER FABRIC NNNNNNNN�TO WIRE FENCE & EXTEND EO IT INTO TRENCH 1" ' SMOOTH DOWEL 1 -6• LONG O EXCAVATE 4• S 4" - IF 1'-0" P.C. - GREASE HALF OF DOWEL TRENCH UPSLOPE 10 OR USE CUT-BAK ASPHALT ALONG POSTS STAPLE WIRE FENCING EXPANSION JOINT DETAIL TO FENCE POSTS NOT TO SCALE BACK FILL & COMPACT PACK C5.1 SOIL _ GRADE INTO TRENCH) JOINT SEALANT REINFORCING I/4 MESH D/S EO x x x X —x D EO CONTROL JOINT DETAIL �51 NOT TO SCALE C5.1 RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City yof Catared �VT�Vt�D*VAWML DATE: \ 10/30/19 9JIYd NOTE; THIS JOINT TO BE 1. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO SPACED AT A MAXIMUM OF ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS 15'-D' GRID ACCUMULATED TO 1/2 THE DESIGN DEPTH OF THE TRAP. SILT FENCE DETAIL NOT TO SCALE C5.1 SIGN TO INDICATE THE NO CURED CONCRETE OR LOCATION OF THE RUBBLE IS ALLOWED IN CONCRETE WASHOUT CWO CONTAINER AREA CONTAINER WITH WATERPROOF (10 MIL MIN.) PLASTIC LINER SUPPLIED BY APPROVED HAULER NOTES. • AN ESTIMATED CHART OF THE THE AMOUNT OF WATER PER DAY WILL BE ATTACHED TO SWPPP SHEET. • SEE SITE PUN FOR PLACEMENT OF CWO. • THERE WILL BE NO BELOW GRADE SYSTEMS WITH THIS PROJECT. • BOX WILL BE MONITORED DAILY BY FOREMAN TO PREVENT OVERFLOW OR OVERWEIGHT CONDITIONS. WHEN THE FREE BOARD GETS TO WITHIN 18" THE FOREMAN WILL CALL FOR REMOVAL. SLURRY WILL BE TAKEN TO AN APPROVED DUMP SITE BY APPROVED HAULER. • ALL WASHOUTR CO • SEE ATTACHED WASHOUT SHEET SMALL CONTRACTORS EMERGENCY SPILL PROCEDURES FOR CONCRETE SPILLS. • CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE. • SIGNS SHALL BE PULED AT THE CONSTRUCTION ENTRANCE, THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY CLEARLY INDICATE THE LOCATION OF THE CONCRETE TRUCKS, PUMPS RIGS AND CWO. • THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY i0 MAINTAIN CAPACITY FOR WASTED CONCRETE, • AT THE END OF CONSTRUCTION. ALL CONCRETE SHALL BE REMOVED, FROM THE SITE AND DISPOSED OF AT AN APPROVED WASTE SITE. • WEN THE CONCRETE WASHOUT ARE IS REMOVED. THE DISTURBED AREA SMALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE INSPECTOR. CONCRETE WASHOUT DETAIL 9 NOT TD SCALE C5.1 INSTALLATION: I. REMOVE ALL VEGETATION AND OTHER OBJECTIONABLE MATERIAL FROM THE FOUNDATION AREA 2. GRADE THE FOUNDATION AND CROWN FOR POSITIVE DRAINAGE. INSTALL A CULVERT PIPE UNDER THE PAD IF NEEDED TO MAINTAIN PROPER PUBLIC ROAD DRAINAGE. 3. PLACE GEOTEXTILE FABRIC ON THE GRADED FOUNDATION TO IMPROVE STABILITY, 4. PLACE AGGREGATE (NO. 2 STONE) TO THE DIMENSIONS SHOWN ABOVE. LEAVING THE SURFACE SMOOTH AND SLOPED FOR DRAINAGE. D 5. WHERE POSSIBLE, DIVERT ALL STORM WATER RUNOFF AND DRAINAGE FROM THE TEMPORARY CONSTRUCTION ENTRANCE TO A SEDIMENT TRAP OR BASIN. MMNIENANCE: • INSPECT DAILY • RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL. • TOP -DRESS WITH CLEAN AGGREGATE AS NEEDED. • IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS. • FLUSHING SHOULD ONLY BE USED IF THE WATER FROM THE CONSTRUCTION DRIVE CAN BE CONVEYED INTO A SEDIMENT TRAP OR BASIN. MATERIALS & SPECIFICATIONS: LOCATION: AVOID LOCATION ON STEEP SLOPES OR AT CURVES IN PUBLIC ROADWAYS. DIMENSIONS: WIDTH- 16 FEET MINIMUM OR FULL WIDTH OF THE ENTRANCE/DRIVE, WHICHEVER 6 GREATER. LENGTH-50 FEET MINIMUM (LESS THAN 3 Ac. DISTURBED) TO 150 FEET OR FULL LENGTH OF THE ENTRANCE/DRIVE, WHICHEVER IS GREATER. THICKNESS- 12 INCH MINIMUM ©MATERIALS: 1-2.5 INCH WASHED AGGREGATE ONDOI CA NO. 2). USED PRIMARILY WHERE THE PURPOSE OF THE PAD IS TO KEEP SOIL FROM ADHERING TO VEHICLE TIRES. GEOTEXRLE FABMC UNDERLAYMENT; USED AS A SEPARATION I-Ar TO PREVENT INTERMIXING OF AG6REQUE AND THE UNDERLYING SOIL MATERIAL AND TO PROVIDE GREATER BEARING STRENGTH WHEN ENCOUNTERING WET CONDITIONS. NOT TO SCALE ENTRAIN Parking Standards (Pun N D. Employee Facilities: Employee shower facilities and locker areas are encouraged maker end of ride facility He Diagram 1: Bicycle Rack Type Diagram 3: Bicycle Parking Location and Design (top view). AN pt� No An 30 Artce 5: Development Standards F O6JT Last W.(manual) 0a1TOB W: Splember T. m17106 PM BICYCLE PARKING DETAIL o NOT TO SCALE C5.1 SITE NOTES AND DETAILS 12• MIN 16 MIN