HomeMy WebLinkAboutDRB140354 Plans ApprovedSTRAW DICE DIKE
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BFDDING DETAIL
PLAN VIEW
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ANGLE FIRST STAKE TOWARD -
PREV'[QUSLV LAID BALE
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Design Review
Staff Approval
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By Warren Campbell at 7:32 am, Aug 27, 2014
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-----SCUND SALES PLACED ON F � 12" LIN. £ARTN
CONTOUR � { MOUNTABLE BERM
PROFILE (OPTIONAL)
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2 RE -BARS, STEEL PICO=TS, OR 2'x2' STAKES
- 1 0' TO 2' IN GROUND, DRIVE STAKESFLUSH G- �
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C4NS,TRUCi1GN SPECIFICATIONS
ANCHORING DETAIL~iX
I. STONE SZE - USE 2' CRUSHED SCREENED ROCK.
2. LENGTH - AS REOURED, BUT NOT LESS THAN 50 FEET.
3. THICKNESS - NOT LESS THAN SIX (6) INCHES.
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4. WIDTH - TEN (1D) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT PANTS WHERE INGRESS
09 EGRESS OCCURS.
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CONSTRUCTION SPECIFICATIONS
PLACED TAE POW
S. FILTER CLOTH - WALL BE PLACED OVERTHE ENTRE AREA PRIOR TO PLACING OF STOLE.
8. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES
SHALL BE PIPED ACROSS THE ENTRANCE- IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM NTH &I
SLOPES WILL BE PERMITTED.
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1. BALES SHALL H AT THE OF A SLOPE OR ON THE CONTOUR AND IN A
WTH END$ TIGHTLY ABUTTING THE ADJAHDEIJT BALES.
2 EACH BALE SHALL BE EMBEDDED IN THE S4WL A MINIMUM Or (4) INCHES, AND RAM
96 UNE BINDINGS ARE HORIZONTAL
7. MAINTENANCE -THE ENTRANCE SHALL BE MOAMiOANED IN A COt101iI0N 5VHW0i CULL PREVENT TRACKING
OR FLOYNJG OF SEDIMENT ONTO PUBLIC ROGHTS-OF-WAY. THIS MAY REWIRE PERIODIC TOP DRESSING
NTH ADCNTOHAL STONE AS CONOITIONS DEMAND AND REPAIR ANDAR CLEAN OUT OF ANY MEASURES
TO TRAP SEDIMENT. SEOIFWNENMT SPILLED. fHiCRPED, WASHED ONTO PUBUC
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3. BALES SHALL BE SECURELY ANCHORED IN PLACE BY ETHER TWO STAKES OR RE -BARS
DRIVEN THROUGH THE BALE. THE FIRST STAKE L EACH BALE SHALL BE DRIVEN
TOWARD THE PREVIOUSLY LAID BALE AT AN ANGLE TO FORCE THE BALES TOGETHER.
$TAKES SHALL BE DRIVEN FLUSH WT}1 THE BALE
U5E0 ALL DR TRACKED
R]E HT -GF -WAY MUST BE REMOVED IMMEDIATELY-
& WA5FRNG - WHEELS SHALL BE CLEANED Ytl REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC
R]LAHTS-LIF-WAY: NM11ER1 WISING f5 REWIRED. IT SHALL BE DC/NE CN AN AREA STABILIZED NTH
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AS NEEDED BY THE CONTRACTOR-
5. BALES SMALL BE REM DYED WEEN THEY HAVE SERVED TIMER USEF¢HLNESS 96 AS NDT TO
STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE.
9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH ROAN.
T0. STABILIZED CONSTRUCTION ENTRANCE MUST BE INSTALLED BEFORE BEGINNING CONSTRUCTION.
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EMBED FILTER CLOTH 16- MIN.
MIN. 0' INTO GROUND
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WOVEN WIRE FENCE (MIN. 14 1/2 GAUGE,
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ORIVEN TAN. 16' INTO
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'CONSTRUCTION
NOTES FOR FABRICATED SILT FENCEO
1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO POSTS: STEEL EITHER T OR V TYPE
FENCE POSTS WITH WIRE TES OR STAPLES
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2. FILTER CLOTH TO BE FASTENED SECURELY TO FENCE: WOVEN WIRE. 14 1/2 GA.
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WOVEN VARE FENCE WITH TIES SPACED EVERY 24' MAX. MESH OPENING.
AT TOP AND MID SECTION.
3. MIEN TWO SECTIONS OF FILTER CLOTH ALUOII EACH FILTER CLOTH: FILTER XW MRRAFI 100X,
OTHER THEY SHALL BE DVERLAPPED BY SIX INSTABLINKA T14ON OR APPROVED
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4, MAINTENANCE SHALL BE PERFORLED AS NEEDED AND PREFABRICATED UNIT: GEOFAB,
MATERNAL FEMOVWED WHEN 'BULGES' DEVELOP IN ENVIROFENCE, OR APPROVED
THE SILT FENCE- EQUAL.
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5. SILT FENCE MUST BE INSTALLED BEFORE
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LANDSCAPE AREA REQUIREMENT:
LOT AREA = 150,725 SQ. FT.
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LANDSCAPE 60% MINIMUN
LANDSCAPE AREA PROPOSED
SOFTSCAPE
= 9,435 SQ. FT.
= 9,510 SQ.FT.
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HARDSCAPE (LIVING TERRACES AND ENTRY)
TOTAL
= 475 SQ.FT.
= 9,985 SQ. FT.
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DRIVEWAY HARDSCAPE = 2,692 SQ. FT.
SNOW STORAGE MINIMUM 10%
SNOW STORAGE PROPOSED
STORAGE AREA # 1
= 269 SQ. FT.
= 148 SQ.FT.
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STORAGE AREA #2
TOTAL
= 268 SQ.FT.
= 416 SQ. FT.
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DENOTES TREES TO BE REMOVED PER
PROPOSED IMPROVEMENTS
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DENOTES NEW EVERGREEN TREE
2013 MICHAEL SOMAN ARCHITECT, LLC.
ALL RIGHTS RESERVED.
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PROJECT #: 1303
SHEET TITLE: SITE PLAN
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GENERAL NOTES:
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1) ONE DWELLING UNIT IS PROPOSED
2) 3 PARKING SPACE REQUIREMENT SATISFIED BY
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