HomeMy WebLinkAboutSheryl's Catering_approved site plan (2)CROSS - SECTION DETAIL
6' Thick Edge Sidewalk
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CONSTRUCTION SEQUENCE
AS SHOWN PRECAST CONCRETE
EDGE pNl l PROTECTION RING
OF
ROA \D
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6" G.
6" WATER C. I.
LINE 1 \
6" HYDRANT TEE
NOTE:
TIE HYDRANT TO MAIN LINE
W/TIE RODS IN LIEW OF CONC.
BLOCKING IN SANDY SOIL.
1) INSTALL THE TEMPORARY CONSTRUCTION ENTRANCE.
2) INSTALL EROSION CONTROL MEASURES AS SHVM GN IPILA4i&
3) GRADE SITE.
6) GRASS AREAS THAT WILL NOT BE DISTURBED.
6) PLACE BASE - COURSE IN DRIVES.
7) SEED AND MULCH ALL AREAS TO PROVIDE PERMANENT GROUNDCOVER
WITHIN 14 WORKING DAYS FOLLOWING COMPLETION OF ANY PHASE OF
GRADING, AND WITHIN 14 WORKING DAYS OR 90 CALENDAR DAYS, WHICHEVER
PERIOD IS SHORTER, FOLLOWING COMPLETION OF CONSTRUCTION OR
DEVELOPMENT.
10) MAINTAIN ALL TEMPORARY MEASURES UNTIL PERMANENT GROUND COVER
IS ESTABLISHED.
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STEAMER
CONNECTION
2 1/2" HOSE
CONNECTION -
1= 7:Ly391"
STONE
(7 C.F.
4 -3/4" TIE RODS WITH BRACKETS
(SEE DETAIL)
TYPICAL FIRE HYDRANT INSTALLATION DETAIL
NO SCALE
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CONC.
BLOCKING
(SEE NOTE) —
WEEP HOLE TO
REMAIN OPEN
Ael'
EXISTING
SLOPE FOR VEHICULAR TRAFFIC
PAVEMENT
I''r
EDGE
MAINTAIN BERM & VALLEY
/ TO PREVENT SEDIMENT LADEN
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10• WATER F OM LEAVING SITE
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VOLUMES OF WATER SUFFICIENT TO CAUSE FAILURE OF THE STRUCTURE.)
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FILTER FABRIC
TO AVOID JOINTS. WHEN JOINTS ARE NECESSARY, SECURELY FASTEN THE F /=;' CLGTf 4 tGuLY AT A
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SUPPORT POST W9TH 4 FEET MINIMUM OVERLAP TO THE NEXT POST.
DESIGN CRITERIA
AGGREGATE SIZE - USE 2 -3 INCH WASHED STONE.
DIMENSIONS OF GRAVEL PAD:
THICKNESS: 6INCHES MINIMUM
WIDTH: 12 -FEET MINIMUM OR FULL WIDTH AT ALL POINTS OF THE
VEHICULAR ENTRANCE AND EXIT AREA, WHICHEVER IS
GREATER
LENGTH: 5D -FEET MINIMUM
LOCATION - LOCATE CONSTRUCTION ENTRANCES AND EXITS TO LIMIT SEDIMENT FROM
LEAVING THE SITE AND TO PROVIDE FOR MAXIMUM UTILITY BY ALL CONSTRUCTION
VEHICLES. AVOID STEEP GRADES. AND ENTRANCES AT CURVES IN PUBLIC ROADS.
WASHING - IF CONDITIONS AT THE SITE ARE SUCH THAT MOST OF THE MUD AND SEDIMENT
ARE NOT REMOVED BY VEHICLES TRAVELING OVER THE GRAVEL, THE TIRES SHOULD BE
WASHED. WASHING SHOULD BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE
THAT DRAINS INTO A SEDIMENT TRAP OR OTHER SUITABLE DISPOSAL AREA. A WASH RACK
MAY ALSO BE USED TO MAKE WASHING MORE CONVENIENT AND EFFECTIVE.
CONSTRUCTION SPECIFICATIONS
1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS, AND OTHER
OBJECTIONABLE MATERIAL AND PROPERLY GRADE IT.
2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON THE PLANS,
AND SMOOTH IT.
3. PROVIDE DRAINAGE TO CARRY WATER TO SEDIMENT TRAP OR OTHER SUITABLE
OUTLET.
4. USE GEOTEXTILE FABRICS BECAUSE THEY IMPROVE STABILITY OF THE FOUNDATION IN
LOCATIONS SUBJECT TO SEEPAGE OR HIGH WATER TABLE.
MAINTENANCE
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING
THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOPDRESSING WITH 2 -INCH STONE.
AFTER EACH RAINFALL, INSPECT ANY STRUCUTRE USED TO TRAP SEDIMENT AND CLEAN IT
OUT AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED,
WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.
TEMPORARY CONSTRUCTION ENTRANCE
(NOT TO SCALE)
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CONSTRUCTION
1. CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH OR EXTRA
STRENGTH SYNTHETIC FILTER FABRICS
2. ENSURE THAT THE HEIGHT OF 7HE SEDIMENT FENCE DOES NOT EXCEED 24 INCHES ABOVE THE
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GROUND SURFACE. (HIGHER FENCES MAY IMPOUND
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VOLUMES OF WATER SUFFICIENT TO CAUSE FAILURE OF THE STRUCTURE.)
* ^ ^.NSTRUCT THE FILTER FABRIC FROM A. CON77N000S ROLL CUT TO THE LENGTH OF THE BARRIER
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TO AVOID JOINTS. WHEN JOINTS ARE NECESSARY, SECURELY FASTEN THE F /=;' CLGTf 4 tGuLY AT A
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SUPPORT POST W9TH 4 FEET MINIMUM OVERLAP TO THE NEXT POST.
4. SUPPORT STANDARD S7RENGTH FILTER FABRIC BY WIRE MESH FASTENED SECURELY TO THE
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UPSLOPE SIDE OF THE POSTS EXTEND THE WIRE MESH SUPPORT TO THT BOTTOM OF THE TRENCH.
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FASTEN THE WIRE REINFORCEMENT, THEN FABRIC ON THE UPSLOPE SIDE OF THE FENCE POST. WIRE
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OR PLAS77C ZIP TES SHOULD HAVE MINIMUM 50 POUND TENSILE STRENGTH.
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5. WHEN A W1R£ MESH SUPPORT FENCE IS USED, SPACE POSTS A MAXIMUM OF 8 FEET APART.
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SUPPORT POSTS SHOULD BE DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 24 INCHES
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6. EXTRA STRENGTH FILTER FABRIC W77H 6 FEET POST SPACING DOE NOT REQUIRE WIRE MESH
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SUPPORT FENCE. SECURELY FASTEN THE FILTER FABRIC DIRECTLY TO POSTS. WIRE OR PLAS77C
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ZIP 77ES SHOULD HAVE MINIMUM 50 POUND TENSILE STRENGTH.
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Z EXCAVATE A TRENCH APPROXIMATELY 4 INCHES WIDE AND 8 INCHES DEEP ALONG THE PROPOSED
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LINE OF POSTS AND UPSLOPE FROM THE BARRIER (FIGURE 6.620).
& PLACE 12 INCHES OF THE FABRIC ALONG THE BOTTOM AND SIDE OF THE TRENCH.
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9. BACKF7LL THE TRENCH WITH SOIL PLACED OVER THE FILTER FABRIC AND COMPACT. THOROUGH
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COMPACTION OF THE BACKF7LL IS CRI77CAL TO SILT FENCE PERFORMANCE.
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10. DO NOT ATTACH nL7ER FABRIC TO EXIS77NG TREES.
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11. NO MEASURES ARE TO BE REMOVED UN77L DENR APPROVAL.
INSTALLATION SPEC/F7CATONS
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1. THE BASE OF BOTH END POSTS SHOULD BE AT LEAST ONE FOOT HIGHER THAN 7HE MIDDLE OF
.•:S`• �;? I
THE FENCE. CHECK 107H A LEVEL IF NECESSARY.
2. INSTALL POSTS 4 FEET APART IN CRI77CAL AREAS AND 6 FEET APART ON STANDARD
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APPLICA TONS.
J. INSTALL POSTS 2 FEET DEEP ON THE DOWNS77?EAM SIDE OF THE SILT FENCE, AND AS CLOSE AS
POSSIBLE TO THE FABRIC, ENABLING POSTS TO SUPPORT THE FABRIC FROM UPSTREAM WATER
PRESSURE.
4. INSTALL POSTS WITH THE NIPPLES FACING AWAY FROM THE SILT FABRIC.
5. ATTACH THE FABRIC TO EACH POST WITH THREE TIES, ALL SPACED 107H/N 774E TOP 8 INCHES
OF FABRIC. ATTACH EACH TE DIAGONALLY 45 DEGREES THROUGH THE FABRIC, {NTH EACH
PUNCTURE AT LEAST 1 INCH I-ER77CALLY APART. ALSO, EACH TE SHOULD BE POS17IONED TO HANG
ON A POST NIPPLE WHEN TIGHTENED TO PREVENT SAGGING.
6. WRAP APPROXIMATELY 6 INCHES OF FABRIC AROUND 774E END POSTS AND SECURE WITH 3 TIES.
7. NO MORE THAN 24 INCHES OF A 36 INCH FABRIC IS ALLOWED ABOVE GROUND LEVEL.
8. THE INSTALLA77ON SHOULD BE CHECKED AND CORRECTED FOR ANY DEl4A PONS BEFORE
COMPACTON,
9. COMPACTON IS VITALL Y IMPORTANT FOR EFFEC77E RESUL IS. COMPACT 7HE SOIL IMMEDIATELY
NEXT TO THE SILT FENCE FABRIC WITH THE FRONT WHEEL OF THE TRACTOR, SKID STEER, OR
ROLLER EXER77NG AT LEASY 60 POUNDS PER SQUARE INCH. COMPACT THE UPSTREAM SIDE FIRST,
AND THEN EACH SIDE TWCE FOR A TOTAL OF 4 TRIPS
MAINTENANCE
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY
REQUIRED REPAIRS IMMEDIATELY.
SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE, OR BECOME /NEFFECTVE,
REPLACE IT PROMPTLY.
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEOUA7E STORAGE VOLUME FOR THE
NEXT RAIN AND 70 REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE
FENCE DURING CLEANOUT.
REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO
GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY
STABILIZED.
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