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Home My WebLink AboutC5.1 - SITE NOTES & DETAILS - CIVILCONTRACTOR TO VERIFY THE MIN. DEPTH OF THE SURFACE COURSE I" HOT ASPHALTIC CONC. SURFACE COURSE — TAC COAT — 3" HOT ASPHALTIC CONIC. — BINDER COURSE 4" No. 53 COMPACTED STONE 4" No. 2 COMPACTED STONE COMPACTED. WELL DRAINED SUBGRADE HT HEAVY DUTY ASPHALT PAVEMENT SECTION D C5.1 CONTRACTOR TO VERIFY THE MIN. DEPTH OF THE SURFACE COURSE OT ASPHALTIC CONC ACE COURSE G COAT ROT ASPHALTIC CONC. TER COURSE STONE BASE WELL DRAINED LIGHT DUTY ASPHALT PAVEMENT SECTION z NOT TO SCALE C5.1 CONCRETE FIBER MIX MAY BE USED. BUT MUST BE SUBMITTED FOR APPROVAL OF THE MIX DESIGN BY THE ENONEER ME - COMPACTED (2) 06 BARS CONT. CRUSHED STONE / L WELL COMPACTED SOIL CONCRETE PAVEMENT DETAIL 3 NOT TO SCALE CS.1 DANDY BACK 00000000 000000 00000000 [— 00000000 0000000 — 00000000 00000000 STORM SEWER GRATE DFTING STRAPS n AM T%V nlTIES m oenew 6x6-10/10 W.W.F. CONTROL JOINT D/3 4e CONC. SLAB WITH ASPHALT PAVEMENT — BROOM FINISH 6" .40 10 •.leif �••W1'i•Wf•F}�1. Wi �L•.r..4w GRANULAR CONCRETE WALK STOOP DETAIL a 1 e - DANDY BAC* NOT TO SCALE C5.1 NOTES: I, TRANSVERSE JOINTS SHALL BE CUT WITH A JOINTER HAVING A RADIUS OF 1/4- AT 6'-0" SPACING AND 48'-0" BETWEEN EXPANSION JOINTS. (FOR SIDEWALK ONLY) _ 2. SUBGRADE UNDER ALL CURB, SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE II WITH THE STANDARD SPECIFICATIONS. 3. WHERE SIDEWALK IS CONSTRUCTED ADJACENT TO CURB, THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6". 4. WHEN BUILT IN CONJUNCTION WITH CONCRETE PAVEMENT, EXPANSION AND CONTRACTION JOINTS SHOULD BE PLACED AT THE SAME LOCATIONS AS IN THE PAVEMENT SLAB, THE CURB AND GUTTER SHOULD BE TIED TO THE PAVEMENT BY N4 DEFORMED RE -BAR AT 3'-0" oe. IF NO CONCRETE PAVEMENT IS BEING BUILT, AT THE TIME, THE CURB IS CONSTRUCTED, EXPANSION JOINTS SHALL •D ®®9f• BE PLACED AT THE ENDS OF ALL RADII AND AT INTERVALS NOT TO EXCEED 100'. CONTRACTION WJOINTS SHALL BE PLACED AT 20' o c OVERFLOW GAP AND GUTTER INLET CURB OR APPROVED FILTER FOWL WITH GUTTER AND CURB Installation 111 1. Place the empty DaWy Curb Bagx unit over the grate as the grote stands an end. 2. For oil and sediment model: to install or replace absorbent, place obmrteent pillow in pouch, on the bottom (below -grade side) of the unit. 3. Tuck the enclosure flap inside to completely enclou the grate. 4, I Iding the lifting devices. Ming careful not to damage the won labric unit, iwel the grate into its frame, street side edge first. than lower back edge with coindr[al NUM into place. The cylindrical tube should M partiolly blocking the curb hoed opening when installed properly. Maintenance: 1. The contractor sholl remove all accumulated sediment and debris from surface and vicinity of unit offer each rain event or as directed by engineer/inspector. contends of unit no longer :n use at an appropriate recycling par sad waste facility. Far2. Fit and sediment mode[ remoe and replace 0bmrbent when near saluracon. TEMPORARY INLET PROTECTION DETAIL B NOT TO SCALE C5.1 SILT FENCE SHALL BE A MACHINE PRODUCED, NON -WOVEN GEOTEXTILE OF IWa POLYPROPYLENE MEETING THE PHYSICAL PROPERTIES BELOW. ALL STARES SMALL BE 2" % 2" HARDWOOD 36' TALL WITH 24• TALL LAIN STAPLED TO STAKES OVER FABRIC AS REINFORCEMENT ALL SILT FENCE SHALL BE PREFABRICATED BY THE SUPPLIER. NO FIELD ASSEMBLY WILL BE ACCEPTED. FABRIC WEIGH[ 4 01 GRAB STRENGTH ............................... ....................... WARP 125 LES. SILT FENCE SHALL BE INSTALLED ELONGATION WARP 50 % BEFORE EARTH MOVING ACTMTIES TAKE TRAPEZOIDAL TOM STRENGTH........... ....................... 50 LES. PLACE AND SHALL REMAIN UN71L 3/d" 8" EXPANSION BURST STRENGTH......................................................200 PSI PERMANENT SEEDING HAS TAKEN HOLD. JOINT SEALANT UV RESISTANCE.........................................................> TOR CONTRACTOR SHALL INSPECT FENCES NOTE: THIS JOINT TO BE USED AT A.O.S.... .._.... ......... ...... ..-...... .......- .........................50-80 WILY TO INSURE SEDIMENT IS NOT REINFORCING } 3" ALL INTERSECTIONS AND ENDS OF ONLY 'POURS' SLURRY FLOW RATE .... ........................................... GPM/SO. FT. ENTERING WATERWAYS OR SEWERS. MESH 3 4" EXPANSION CAP MAXIMUM SPACING SHALL BE 240' SEDIMENT RETENTION................................................75% WOODEN LATH ALL SILT FENCES ARE _ AEO TO BE PLACED AT TOE OF SLOPE h PERIMETER X X� D X — ISD OF GRADING AREA ATTACH FILTER FABRIC TO WIRE FENCE 6 EXTEND IT INTO TRENCH 1" ' SMOOTH DOWEL I -6" LONG 0 EXCAVATE 4" x 4"Z. 1'-0" Fix. - GREASE HALF OF DOWEL TRENCH UPSLOPE OR USE CUT-BAK ASPHALT ALONG POSTS STAPLE WIRE FENCING EXPANSION JOINT DETAIL q TO FENCE POSTS NOT TO SCALE BACK FILL R COMPACT CS.1 XCAVATED SOIL \GRADE MID TRENCH) JOINT SEALANT REINFORCING MESH 1/4" K��/\; \� \� �\R�\ / \ /\ \/� /� /�/• NOTES: EO NOTHIS JOINT TO BE 1. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO x D STE: PACED AT A MAXIMUM OF ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS 1, -0" GRID ACCUMULATED TO 1/2 THE DESIGN DEPTH OF THE TRAP. o ED SILT FENCE DETAIL NOT TO SCALE CS.1 CONTROL JOINT DETAIL s NOT To SCALE C5.1 RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and meal Codes ee City of Camel ((�� 1vml�lllynrkkDAaL DATE: \\ 10/30/19 iE 7 • AN ESTIMATED CHART OF THE THE AMOUNT OF WATER PER DAY WILL BE ATTACHED TO SWPPP SHEET. • SEE SITE PLAN 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. • ALL WASHOUT SLURRY WILL BE TAKEN TO AN APPROVED DUMP SITE BY APPROVED HAULER. • SEE ATTACHED SWPPP SHEET FOR CONTRACTORS EMERGENCY SPILL PROCEDURES FOR CONCRETE SPILLS. • CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE. • SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE TRUCKS, PUMPS RIGS AND CWO. • THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENIARGED OR CLEANED OUT AS NECESSARY TO MANTAIN 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. • WHEN THE CONCRETE WASHOUT PRE IS REMOVED. THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE INSPECTOR. CONCRETE WASHOUT DETAIL B NOT TO 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 (Nit. 2 STONE) TO THE DIMENSIONS SHOWN ABOVE. LEAVING THE SURFACE SMOOTH AND SLOPED FOR DRAINAGE. AS. WHERE POSSIBLE, DIVERT ALL STORM WATER RUNOFF AND DRAINAGE FROM THE TEMPORARY CONSTRUCTION ENTRANCE TO A SEDIMENT TRAP OR BASIN. MAINTENANCE: • INSPECT DALY • RESHME 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 h SPECIFICATIONS LOCATION: AVOID LOCATION ON STEEP SLOPES OR AT CURVES IN PUBLIC ROADWAYS, DIMENSIONS: WIDTH- 16 FEET MINIMUM OR FULL WIDTH OF THE ENTRANCE/DIME. WHICHEVER IS GREATER. LENGTH-100 FEET MINIMUM OR FULL LENGTH OF THE ENTRANCE/DRIVE. WHICHEVER IS GREATER. THICKNESS- 12 INCH MINIMUM MATERIALS: 1-2.5 INCH WASHED AGGREGATE (INWT CA NO. 2) 05-1.5 INCH WASHED AGGREGATE (INDOT CA NO. 53) (OPTIONI USED PRIMARILY WHERE THE PURPOSE OF THE PAD IS TO KEEP SOIL FROM ADHERING TO VEHICLE TIRES. GEOTEXTILE FABRIC UNDERLAYMENT: USED AS A SEPARATION LAYER TO PREVENT INTERMIXING OF AGGREGATE AND THE UNDERLYING SOIL MATERIAL AND TO PROVIDE GREATER BEARING STRENGTH WHEN ENCOUNTERING NET CONDITIONS. Parking Standards (Pln W D. Ferylovee Facilities: Employee shower facilities and locker areas are eneooraged as an end of ride facility to bolster bicycle commuting in the community. Diagram 1: Bicycle Rack Type Tram 2: Bicycle Parking Location and Design Diagram 3: Bicycle Parking Location and Design (tap view). AAde 5: Development Standards PWWW60T LutMp . owned) 2atl0 W: SeFVemM T.W171:06 PM BICYCLE PARKING DETAIL o NOT TO SALE CS.1 / a O>O p00JG GEOTEXTILE J FABRIC UNDERLINER �CULVERT (IF REWIRED) WOOD CA -i NO. 2 AGGREGATE 50' - 150' SITE NOTES AND DETAILS 12" MIN 16' MIN