20070654 Ver 1_Site Plan_20070411

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CLASS A OR B
EROSION CONTROL STONE
~ 0 RIP RAP (d50 = 6") ~ ~ - GRADING NOTES:
O W LINING
1. ROADS ARE DESIGNED TO GENERALLY FOLLOW EXISTING CONTOURS
z E- FILTER FABRIC 24" MAX. Q Q ~ AT CENTER FOR GRADING.
J A ~ B 2. CULVERTS ARE SHOWN IN THE GENERAL. LOCATION REQUIRED TO ACCOMODATE UP-S DRAINAGE, ALONG WITH ROAD AND ROADSIDE DITCH RUNOFF. FIELD LOCATION AND COORDINATION WITH THE ENGINEER WILL BE REQUIRED FOR EXACT LOCATIONS. REF DETAILS FOR ENDS. PROVIDE 12" MIN COMPACTED SOIL COVER OVER CULVERTS.
~ _ UP--SLOPE
F- AND FURTHER
REFER TO
o ~ ~ SECTION A- A
z
w ~ 3. WORK INCLUDES MINOR GRADING AND GRAVELING OF AN PROPOSED RESIDENTIAL DRI \L DRIVEWAY.
_ Q ~ N STONE CHECK DAM: MAXIMUM ALLOWABLE ROAD GRADES ARE 15~ PER MACON CO. ORDINANCE.
_ ~ v, STONE SHOULD BE PLACED OVER THE CHANNEL BANKS TO KEEP WATER FROM CU ~ ~ L = THE DISTANCE SUCH THAT POINTS )M CUTTING AROUND THE DAM. 4. THE CULVERTS HAVE BEEN DESIGNED TO ACCEPT RUNOFF FROM A 25 YEAR 24 HOI AND INCLUDE UP-SLOPE DRAINAGE, ROAD DRAINAGE, AND 5,000 S.F. IMPERVIOUS A A
4 HOUR STORM EVENT
)US AREA FOR THE HOUSE.
~ J A AND B ARE OF EQUAL ELEVATION
v
THE FOLLOWING CRITERIA SHOULD BE USED FOR EACH CHECK DAM: ~MN
- ENSURE THAT THE DRAINAGE AREA ABOVE THE CHECK DAM DOES NOT
EXCEED 2 ACRES. LENGTH OF APRON - KEEP THE MAXIMUM HEIGHT AT 2 FT AT THE CENTER OF THE DAM. 9~~ ~N. EROSION 8c SEDIMENT CONTROL f~OTES
CULVERT 1 (108") - KEEP THE CENTER OF THE CHECK DAM AT LEAST 9 INCHES LOWER THAN
CULVERTS 2-5 (15") THE OUTER EDGES AT NATURAL GROUND ELEVATION. aN 1O CHECK DAMS TO REMAIN IN PLACE FOR PERMANENT STORMWATER CONVEYENCE.
PLAN - KEEP THE SIDE SLOPES OF THE DAM AT 2:1 OR FLATTER. Fi~TER FABRic 2~ CONTRACTOR TO INSTALL ALL EROSION CONTROL MEASURES AS SHOWN ON THE PLAN A CONSTRUCTION.
- ENSURE THAT THE MAXIMUM SPACING BETWEEN DAMS PLACES THE TOE PLAN PRIOR TO
14" MIN. DEPTH OF RIP RAP OF THE UPSTREAM DAM AT THE SAME ELEVATION AS THE TOP OF THE DOWNSTREAM DAM.
- STABILIZE OVERFLOW AREAS ALONG THE CHANNEL TO RESIST EROSION FACE VIEW O UNSUITABLE MATERIAL SHALL BE REMOVED AS REQUIRED. DRAINAGE PATTERNS SHOWN ON THE PLAN SHALL E3E MAINTAINED.
CAUSED BY CHECK DAMS.
~ ~ , ~ ~ 4~ ALL EROSION AND SEDIMENTATION CONTROL BEST MANAGEMENT PRACTICES, "BMP'S", IN SEDIMENT TRAPS, CHECK DAMS, DIVERSION DITCHES AND BERMS, AND SILT FENCES SH IN PLACE UNTIL VEGETATIVE COVER HAS ESTABLISHED, ACCEPTABLE TO THE ENGINEER 'S", INCLUDING
ES SHALL REMAIN
~ ~ ~ CHECK DAM \ JEER
FILTER FABRIC
CROSS SECTION NOT TO SCALE
SHED GRADES, AND IN
NOTES: O ~NOTCASEDLONGER THANL1BE AYS A~FTER~1ES AB~ISHMENT OFTFNISH DEGR DES INISHED
a. GRAVEL PAD TO BE 12'x 50' O THE BMP'S SHOWN ON THE EROSION AND SEDIMENTATION CONTROL PLAN ARE THE MIN
CULVERT OUTLET PROTECTION a. -IE MINIMUM REQUIRED
AND 6" THICK MINIMUM TO MAINTAIN EROSION AND SEDIMENTATION .CONTROL DURING LAND DISTURBING CONSTR b. TURNING RADIUS SUFFICIENT TO EROSION AND SEDIMENTATION CONTROL BMP`S AND MEASURES SHALL BE INSTALLED AS ONSTRUCTION. ADDITIONAL
NOT TO SCALE
b. _ED AS NECESSARY AND
ACCOMMODATE LARGE TRUCKS IS TO BE AS REQUIRED/APPROVED BY MACON COUNTY AND THE ENGINEER.
PROVIDED. O THE CONTRACTOR SHALL INSPECT ALL BMP'S ON A DAILY BASIS AND SHALL PERFORM
FORM MAINTENANCE OF
MAINTENANCE
c. c. ENTRANCE(S) SHOULD BE LOCATED TO TO CORRECT ANY DEFECTS IMMEDIATELY RND PRIOR TO COMMENCING WORK FOR THE PROVIDE F~:=2 MAXIMUM UTILITY BY ALL THE DAY.
INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH PERIOD OF SIGNIFICANT RAINFALL. REMOVE SEDIMENT AND RESTORE TRAP TO
ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO 0~~E-HALF THE DESIGN DEPTH OF THE TRAP. PLACE THE CONSTRUCTION VEHICLES. 8~ AREAS OUTSIDE OF THE DRAINAGE BASIN BOUNDARIES SHALL REMAIN UNDISTURE3ED. N MAY PROCEED WITHIN THESE AREAS UNLESS A M~CIFIC~~T~ON TO THE ERASION CONTRO d. MUST BE MkINTAINED IN A CONDITION D. NO CONSTRUCTION
SEDIMENT THAT IS REMOVED IN A DESfGNATED DISPOSAL ..AREA AND REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING. ONTROL PERMIT IS APPROVED.
d.
CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO ENSURE
IT IS A MINIMUM OF 1.5 FT. BELOW THE LOW POINT OF THE EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT WHICH WILL PREVENT TRACKING OR 9~ SEDIMENT TRAP DEVICES SHALL BE CONSTRUCTED TO A VOLUME OF 1,800 C.F. PER A DIRECT FLOV~( GF MUD ONTO STREETS. THEY RECEIVE. THE MINIMUM CAPACITY ~F THE SEDIMENT BASINS SHALL BE THE PER ACRE OF DRAINAGE AREA
TO SLIGHTLY ABOVE DESIGN GRADE. ANY RIP RAP DISPLACED FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY. PERIODIC TCPDRESSING WITH STONE THE AREA AS DESIGNATED ON THE PLAN MULTIPLIED BY 1-FOOT. BASINS SHALL BE SILL BE NECESSARY; KEEP SOME HANDY. GENERAL AREA AS DESIGNATED ON THE PLAN TO ACCEPT STORMWATER FLOWS FROM T DRAINAGE BASINS (DISTURBED AREA). BE LOCATED IN THE
QOM THE SEDIMENT.TRAP
STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL AND DOWNSTREAM FROM THE TRAP
IMMEDIATELY AFTER CONSTRUCTION WITH SEEDING.
e. e. ANY MATERIkL WHICH STILL MAKES IT
ONTO THE GOAD MUST BE CLEANED UP 10 DISTURBED AREAS DOWN-SLOPE OF UNDISTURBED AREAS SHALL BE PROTECTED FROM FROM THE UP--SLOPE
IMMEDIATELY:: STORM DRAINAGE FLOWS BY INSTALLING SILT FENCE ABOVE DITCHES THAT ARE UNDER NDER CONSTRUCTION.
r1.5
1-~ ~ ~=1 ~ 1800 CU. FT/ACRE 5' MAX. ''-III=III=III O /
' i ~-1 11=1 I I SOP ''=111=111= SITE SO I ~ TYP ES e EVAR D AND SAU sp , M/~ AUNOOK.
NOTES: '~~,ill~li~lllllllilllllll~~Ilf~llllilllllll~lll~lilllllli~iil~lllllllll1111~111~11 ~~~III~~~II(~~~III~~. Q~P~~'\G
1. USE FOR DRAINAGE AREAS FILTER FABRIC
NOT EXCEEDING 5 (FIVFI ACRES. /
2. EARTH BERM SHALL BE STABILIZED W/ SEEDING CROSS SECTION ~
ACCORDING TO SEEDING SPECIFICATIONS. OVERFILL 6" FOR / SETTLEMENT 0 SEQUENCE OF CONSTRUCTION:
1. INSTALL MUD MAT AN J SILT FENCE.
4' MIN. 6' 6" MW 32. . PROCEED TEMPORARY
AND SEDIMENT DITCH/CULVERT CONSTRUCTION .,TION, GRAVEL.
DESIGN OF SPILLWAYS P 4. INSTALL CULVERT PROTECTION & DITCH RIP RAP AS EACI- EACH IS INSTALLED.
. t I )ARSE AGGREGATE J~
DRAINAGE AREA WEIR LENGTH i. I•~EMERGENCY COARSE 5. HYDROSEED DISTURBED AREAS.
(ACRES) (FT.) x 1' 2:1 SIDE SLOPE MAX BY BE o~ 2-3„
1 4.0 FILTER FABRIC I_ ~ I SETTLED TOP in = f OF DAM 6. REMOVE TEMPORARY EROSION AND SEDIMENT. CONTROL M OL MEASURES
2 6.0 =1 I 3 8.0 UPON SATISFACTORY ESTABLISHMENT OF VEGETATIVE COVE COVER.
4 10.0 1:1 SIDE SLOPE MAX 5 12.0 - NOTES: APPUC/
APPLICABLE AT ALL POINTS OF INGRSS & EGRESS
DIMENSIONS SHOWN ARE MINIMUM 3' "'I". UNTIL SITE IS DEVICE AND TI STONE SECTION E IS STABILIZED, FREQUENT CHECKS OF THE
ND TIMELY MAINTENANCE MUST BE PROVIDED.
UCTION ENTRANCE MUD MAT
TEMPORARY SEDIMENT TRAP CONSTRUCI
NOT TO SCALE
-
DESIGNED BY: ~SIG Associates, P.A. SHEET NO.
DRAWN BY: CWI.LEv4"Aee.v~ Li'l~~Te~(~HN~A'~OY~t.P~
SHEET CHK'D BY: MZ1721CZ]7QI * Industrial * Commercial ~ Residential _ WISPERWOOD VILLAGE DETAILS
CONSULTING ENGINEERS CROSS CHK~D BY: WATER 8 WASTEWATER + STRUCTURAL ? GEOTECHNICAL ~ TRANSPORTATION
WATER RESOURCES & STORMWATER # LAND PANNING & DEVELOPMENT APPROVED BY: CONSTRUCTION MANAGEMENT 8 ADMINISTRATION # BUILDING DESIGN MACON COUNTY, NORTH CAROLINA
Rte' DATE DRWN CHKD REMARKS 462 W Palmer Street Franklin, North Carolina 28734 NO. DATE: 1/07 _ , Tel.: [phone] Fax: [phone] Email: [e-mail]
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SEEDED SHOULDER & SWALE (TYP) NOTE:
INSTALL HIGH IMPACT EXCELSIOR STRAW TYPE GEOTEX MATTING IN ALL GRASS LINED DITCHES AFTER SEEDING
)TEXTILE
DING.
DITCH (AS SIZED). 3' ~ ROAD WIDTH VARIES 3'± 0o Nor oisruRe SEEDED SWALE
EXISTING BRANCH-
sioE s~oPE; TEMPORARY LIN RESroRE uECEranuE 3' 2'B T 3' LINER (SEE NOTE)
1 " FT 1 /4"/FT 1 /4"/FT 1 "/FT- - COVER AS REQ'D.
~P
1' DEPTH FIN FIN GRADE
111..,.-,,~-111-~ ,.~_Iil_~~~11 111.111-.,..,~_lll.-~_,,~_I11..11_I
INSTALL STRUCTURAL GEOMAT IN
WET SUBGRADE AREAS 6" CABC 3.1 ~TYP)
COMPACTED SUBGRADE LES ~ SWALE MAX LESS THAN 10%
MAX SCOPE
NOTE:
ALL CUT AND FILL SLOPES SHALL BE GRADED AT NO MORE THAN 2:1 WITH MAXIMUM FILL HEIGHTS
NO GREATER THAN 10 FEET. THE ROAD SHALL BE CONSTRUCTED AS NEAR AS POSSIBLE TO EXISTING
GRADE TO MAINTAIN A MAXIMUM ROAD SLOPE OF 15% (UNLESS OTHERWISE SPECIFIED ON PLAN). TYPICAL GRASS DINED DITCH SEC )ECTION
NOT TO SCALE
TYPICAL ROAD CROSS-SECTION
NOT TO SCALE
9' 3 2'
VEGETATIVE COVER NOTES
APPROX ROAD ELEV.
1. SEED AND MULCH DISTURBED AREAS WITHIN 15 WORKING DAYS AFTER FINISHED GRADES A SEED AND SOIL AMENDMENTS SHALL BE PLACED ON A PREPARED SEED BED AT THE FOL RATES PER ACRE:
ES ARE ESTABLISHED
FOLLOWING
20' LIME 4,000 LBS.
FERTILIZER 1,000 LBS.
KY-31 FESCUE 100 LBS.
TOP OF BANK ~ 8p
AVG WATER DEPTH STRAW MULCH 60-80 BALES
STREAMBED
~ 2' 4~ FOR WINTER SEEDING ADD TO THE ABOVE:
3' RYE GRAIN 15 LBS
CROWN VETCH 20 LBS
TYPICAL STREAM CROSS-SECTIOl~ FOR HYDROSEEDING, WOOD CELLULOSE MAY BE SUBSTITUTED FOR STRAW AT 1,000 LBS/A MAINTAIN SEEDING UNTIL PERMANENT GROUND COVER IS ESTABLISHED OVER ALL DISTURBE 2. ALL TEMPORARY EROSION CONTROL MEASURES TO BE REMOVED AND AREAS RESTORED AFT 3S/ACRE.
1RBED AREAS.
NOT TO SCALE
AFTER GROUND
COVER ESTABLISHMENT.
RIP-RAP LINING
RIP-RAP CHECK DAM
go PRINCIPLE PAST POSITION SITION
0 (CANTED 20° TOWARD FLOW PAST (OPTIDNS~ 2°x4° DR D FLOW)
O
0 0
2 1/2° MIN. OIA. WODDi SQL ~ ~ n n ^ v. ~ OPTIONHL POST POSITIONS 20= 1.33 LBS./F .MIN.) IVIH/\ All
~,r~„ r~„~, o ~ o~ (~I II \/ART CI~~C R~ ~P~(`I~I(`~TIC1f~IC• 200+
u l 9 V v v uvvuv _ v v U u( 1 1.._ 1...... I, %---I L_ L. ti ti? 1.. L J , L J V ~.J
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CULVERTS SHALL BE - 36' WIDE FILTER FABRIC (IN
o a (IN CONFORMANCE WITH
I ALUMINIZED CMP (ACMP) 16 GA. 1 o NC DOT SPEC.) FILTER FABRIC
-l S U ITAB LE FOR HS20 LOADING.
~I MINIMUM SLOPES SHALL BE 2.5% FROM
WI >I INLET TO OUTLET. 22"MI I I -

3' or MORE ( I NATURAL
M FR.. CONTECH OR APPROVED EQUAL
4_ 6,g„ I I I I • GROUND
SILT FLOW
i
1 ANN,
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v u
CULVERT INLET PROTECTION ELEVATION SECTION IN
NOT TO SCALE SILT FEN'-.'\E DETAIL
NOT TO SCALE
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DESIGNED BY: r Associates P.A. s:r
DRAWN BY: Cw~ j SHEET NO.
SHEET CHK D BY: Municipa + Industrial +Commercial + Residential WispERWOOD VILLAGE
CONSULTING ENGINEERS CROSS CHK p BY: WATER & WASTEWATER # STRUCTURAL GEOTECHNICAL * TRANSPORTATION
WATER RESOURCES & STORMWATER * LAND PLANNING & DEVELOPMENT APPROVED BY: CONSTRUCTION MANAGEMENT & ADMINISTRATION # BUILDING DESIGN REV. MACON COUNTY, NORTH. CAROLINA DETAILS h. r u Q1 .
DATE DRWN CHKD REMARKS 1/07 462 W Palmer Street Franklin, North Carolina 28734 N0. DATE: Tel.: [phone] Fax: [phone] Email: [e-mail]
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Y-23 2181 CID
SITE PLAN
- .1 a SCALE: 11 I -50 t9t3!''ttJt nom. i r
d
DESIGNED BY: r a ' :1 . f, r i ssociat v ~a SHEET No.
yuj' recce DRAWN BY:. CMVE
Munici a + Industrial + Commercial + Residential SHEET CHK O BY; W.ISPERWOOD VILLAGE rirsssa~ls ,
CONSULTING ENGINEERS CROSS CHK D BY; WATER 8, WASTEWATER # STRUCTURAL . GEOTECHNICAL # TRANSPORTATION k~ WATER RESOURCES a STORMWATER # LAND PLANNING a DEVELOPMENT SITE PLAN a
APPROVED BY; CONSTRUCTION MANAGEMENT & ADMINISTRATION 4 BUILDING DESIGN MACON COUNTY NORTH CAROLINA
REV, DATE DRWN CHKD REMARKS 462 W Palmer Street Franklin North Carolina 28734 • NO. DATE; 1/07 Tel.; [phone] Fax: [phone] Email: [e-mail]
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