20070120 Ver 2_Site Plan_20070716

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{ / i 1. PROJECT IS LOCATED IN MORGAN TOWNSHII', RUTHERFORD M ~4-J
t ~ ~ ; COUNTY. 0c cis
2. DEED REFERRENCE IS DB 864, PG 220. CD CO
f / 1 1 ! 3.OWNER OF RECORD LS CAROLINA PEAKS, LLC., NAHIYA ROMANO 4 0 CO
i ( 4. SURVEY INFORMATION PROVIDED BY:
f SURVEYING DIMENSIONS
i i 1 j RIJT~~RFORDTON, NC V
~ 1 ~ ~ j L-4183
I ~ ~ ~ ~ 1 i 5. CONTOUR INFORMATION INTERPOLATED FROM GIS
` 1 i L INFORMATION.
, ~ 6. TOTAL AREA IN TRACT =124.82 ACRES. 7. TOTAL DIFTCTRBED AREA = 8.75 ACRES.
o r CJ 4A
~ ~ ~ h , `*w 8.ONCE DISTURBED AREA IS STABILIZED, ALL .J
1 1 1 1 ~ STORM DRAIN PIPES SHALL BE FITTED WITH RIP RAP LLA
1 1 1~ PLUNGE POOLS AT DISCHARGE END, SIZED AS PER DETAII,.
~ ~ / 9. PLACEMENT OF PIPE IN STREAM SHALL BE SUBJECT TO US ARMY CORPS O~ ENGINEERS APPROVAL. ;to
DRAWINGS INDEX 10. A TEMPORARY VEGETATIVE COVER SHALL BE ESTABLISHED
~ WITHIN ~ 1 DAYS AFTER COMPLETION OF ANY PHASE OF
SHEET 1 ..DRAWINGS INDEX AND SCHEDULES j GRADINC,~.
SHEET 2 ..........................SITE PLAN AND VICINITY MAP l
SHEETS 3, 4, AND 5;:;;•:;:;;:;:::::ER4SION CONTROL PLANS
SHEET 6......... ERASION CONTROL PLAN AND S1'REFT DETAILS \ ~ ~ ti ~ i
SHEET 7 ..........................PRQFILE -STREETS "AN AND "8" SHEET 8 ..........................PROFILE -STREET "C" ~
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SHEET 9 ..........................PROFILE -STREET "D° SHEET 4
SHEET 10 ..........................PROFILE -STREETS "D" AND "E" ~ 1 V 1
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GRASS -L.~NED CHANNEL SCHEDULE H ~
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TEMPORARY SEDIMENT TRAP SCHEDULE
STORM DRAINAGE PIPE SCHEDULE CHANNEL NORTH AMERICAN GREEN Lt NO. BOTTOM DEPTH SIDE NO. ;N LINER
II. CONSTRUCTION SEQUENCE AND MAINTENANCE PLAN
NO. DEPTH WIDTH LENGTH WEIR pIpE # DIAMETER LENGTH COVER SLOPE WIDTH SLOPE
LENGTH (FEES (FEET) (FEET) (FEES $j}1 18" 40' MIN. 1' lobo . SC-150, STAPLE- E-
' lvtnv. i% CH-1 1.0' 0.5 2.0:1 D
A. CONSTRUCTION SEQUENCE: SD-2 7' x S' 4(P MIN 1.5' SD-3 3b" 4~ MIN. 1' SC-150, STAPLE- E-7- 02-
1.OBTAIN APPROVAL OF SEDIMENTATION AND EROSION CONTROL PLAN, AND STREAM SD-4 30" 44' MIN. 1' 0
CROSSING PERMITS. TST-1 2.5 18.3 36.6 4.0 Sj}5 18" 40' MIN. 1' i,~o CH-2 1.0' 0.5 2.0:1 D E-
2. PLACE GRAVEL CONSTRUCTION ENTRANCE TST-2 2.5 11.5 22.9 4.0 SD-6 18" 40' MIN. 1' Nmv. i% ~ SC-150, STAPLE-
3. CONSTRUCT TEMI'ORARY SEDIMENT TRAPS, AND INSTALL SILT FENCE. TST-3 2.5 21.3 42.6 6.0 $j}? 18" 40' MIN. 1' TST-+~ 2.5 15.1 30.1 4.0 SIJ-8 30" 40' MIN. 1' l~~o CH-3 1.0' 0.5 2.0:7 D MIN. 1% CH-4 1.0' 0.5 2.0:1 G125, STAPLE-D
4. GRADE ROADS CONSTRUCTING CHANNELS AND INSTALLING STORM DRAIN PIPES TST-6 2.5 15.1 30.3 4,p SD9 30" 40' MIN. I' N O Z
SIMULTANEOUSLY LINE CHANNELS WITH PERMANENT LINING AS PER SCHEDULE. TST-6 2.5 18.3 36.6 5.0 SD-10 18" 40' MIN. 1' ~.1~~° CH-5 1.0' 0.5 2.0:1 C-125, STAPLE-D MIN. 1% -D cm 4
5. GRAVEL ROADS ONCE FINAL GRADE IS REACHED. TST-7 2.5 11.5 22.9 4.0 SI3.11 36" 40' MIN. 1' ~.1~~Q CH-6 1.0' 0.5 2.0:1 C-125, STAPLE-0 w~ D N .w •
6. FER'TII.,IZE, SEED, AND MULCH ALL DISTURBED AREAS WITHIN 15 DAYS FOLLOWIl~TG COMPLETION OF ANY PHASE OF CONSTRUCTION OR DEVELOPMENT. TST-6 2.5 27.1 54.2 7.0 SI~12 18" 40' MIN. 1' NtIlV. SC-150, STAPLE- _E- • Z. m
7. A 25 FOOT UNDISTURBED, VEGETATED BUFFER SHALL BE MAINTAINED BETWEEN TST-9 2.5 22.9 45.9 6.0 SD-13 18" 40' MIN.1' MIl`T• 1°i° CH-7 1.d' 0.5 2.0:1 D aZ~~ go
ANY STREAMS AND THE NEAREST DISTURBED AREA. TST-10 2.5 25.5 51.0 7.0 S]}14 18" 40' MIN. 1' M~• 1°~° SC-150, STAP~E- N-- W 6 N o _E` tJ • • U. M N
TST-11 2.5 11,5 ~•9 4•Q NOTE: PIPE SHALL BE HIGH DENSITE POLYETHYLEN TST-12 2.5 11.1 22.2 4.0 (HOPE), DOUBLE WALL, SMOOTH INTERIOR, OR Hyi,ENE CH-8 1.0' 0.5 2.b:1 D W i Co
oR CH-9 1.0' 0.5 2.0:1 C-125, STAPLE-D =-D a~QC~c~
B. MAINTENANCE PLAN: TST-18 a.5 14.s 2s.s 4.o CORRUGATED METAL PIPE (CMP),14 Ga., CONFORMIN TST-14 2.5 10.7 21.4 4.0 TO AASHTO M-365. o~mvG SC-150, STAPLE- E-
TST-15 2.5 15.4 30.7 4.0 CH-10 1.0' 0.5 2.Q:1 D
1. INSPECT ALL EROSION CQNTROL DEVICES WEEKLY AND AFTER EACH RUN-OFF PRODUCING RAINFALL EVENT. TST-16 2.5 12.8 25.6 4.0 SC-150, STAPLE- d E-
2. REMOVE ACCUMULATED SEDIMENT FROM TRAPS WHEN HALF-FULL AND REPAIR OR TST-17 2.7 17.6 35.2 4.0 CH-11 1.0' 0.5 2.0:1 D H
REPLACE RIP -RAP WHICH HAS BEEN DISPLACED OR CQNTAMINATED. TST-18 2.8 9.1 18.2 4.4 SC-150, STAPLE- E~ J O ~ O
3. AFTER VEGETATION HAS BEEN ESTABLISHED, CHECK FOR ANY BARE SPOTS AND TST-19 2.8 11.6 23.1 4.0 CH-12 1.0' 0.75 2.0:1 D p ~ SC-150, STAPL p H U L'~
RE-SEED. TST-20 2.5 17.4 34.7 4A - 1 .zoo r CD 0
4. WHEN VEGETATION IS WELL ESTABLISHED, REMOVE ALL TEMPORARY EROSION TST-21 2.8 10.8 21.8 4.0 CH-13 1.(~' 0.5 2.0:1 D Jt~~. H
CONTROL DEVICES, GRADE THOSE AREAS SMOOTH AND RESEED. r: tST-22 2.8 11.6 23.1 4.0 CH-14 2.t~ 0.5 2.0:1 C-125, STAPLE-D UAL QUAL
TST-23 2.8 10.8 21.6 4,0 SC-150, ST~4PLEy, CH-15 1.0' 0.5 2.0:1 D A~10 STO P L U Z F
TST-24 2.5 19.2 38.4 5.0 Q _ J 0
TST-Z5 2.5 16.7 33.4 5A _ Z z ~D cn <
CH-'16 1.0' 0.5 2.0:1 C-125, STAPLE-D _D
CH-17 1.0' 0.5 2.0:1 C-125, STAPLE-D NOW
SC-150, STAPLE-
CH-1 S 1.0' 0.5 2.0:1 D < w F- Z
CH-19 1.0' 0.5 2.0:1 C-125, STAPLE-D `D ~ CL Foos, z
SC-150, STAPLE- LE- d O O < F..- 0 0 z z LE- H W A
GH-20 1.0' 0.5 2.0:1 D
SC-150, STAPLE- J 2 OC
CH-21 1.0' 0.5 2.4:1 D O H O
SC-150, STAPLE- LE- cc © U
CH-22 1.0' 0.5 2.0:1 D L1.! cc <
SC-150, STAPLE- LE~ CD W
CH-2~ 1 A' 0.5 2.0:1 D
CH-24 1.0' 0.5 2.0:1 C-125, STAPLE-D cc
CH-25 1.D' 0.5 2.Q:1 C-125, STAPLE-D _D
CH-26 1.d' 0.5 2.0:1 G125, STAPLE-D ZD
CH-27 1.0` d.5 2.0:1 C-125, STAPLE-D _D
w. • ww w~ n r A A _ I I Ar !'~T A At 1'~ P'1 SHEE T
SC-150, STAPLE- LE-
CH-29 1.0' 0.5 2.0:1 D
NOTE: USE STAPLE PATTERN "D" FOR ALL OF
APPLICATIONS

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\SDI ~ ~ r r r r r r r r -err.-~.--~rrrrrrrr r r r r r r r r r r r r r r PROPOSED CONT
rr r r r r r rr rr r r r r rr r r r,-~,~ rr r r r r r ,_..,~,~r,-~rrrrrrr.~rrrr.-~ Q Z
TEMPORARY ~ r r r r r r r r r r r r r r r ~.rr,..~,-~rrrrrrrrrrrrrrr H
~ CONSTRUCTION ~ ,-~,-~rrrrrrr.~rrrrr.-rrr O ~ r r r r r r r r r r r r r ,-~r--~rrrrrrrrrr.-~r.~.-'rr
ENTRANCE ' rrrr .~rrr.~rr~-'r~'r-'~-'rr,-ter r r r r r r r r r r r r J J ~J r r z z 0
rrrrr~-'e'rr .rrr-'rrrrr.-rrr ,-~,-rrr--rrr,-ter .-~rrrrrr,~r.-rrr rrrrr.~rr~-'~-' ~-'r-'rrrrrrrrrr~ e r r r r r r r r rrr r
--~,-~rrrr~--~rrr.~ rrr.-~rrrr--~rrr~ r r r r r r r r r r r -~,-rrr.---~.-~rrrrrr rrrrrrr~ ~rrrr rrrr,--~rr.~ -ter,-~r.~r.-~.-~rrrrrr r A O r r r r r r r r r + ~J H O U
o+oo --~rrrrrrrrrrr.-~~--'r'r~' r rrr-- 0 rrrrrrr.--~rr~-'r.-~.-~~-~'rrrrr rrr r r r r r rr,--~.~rrr Q rrrrrr,-~rrrrr.-~r ~ Y >
rrrr.-err.-~r,~.--~,--~rrrr.~r.~rrr ,ter,-~,-~,-~r r rr r rr rr rr r r r r r.~ r r r r r r r r r r r r r r r r _..,r rr,~,.~,-~r--~rrrrrrr r r r rr rr r r r r rr r X11 0 r r r,~ r rr r r rr r k
r r r r r r r r r r r r r r r r r r r r rr rrrr r r r r rr rr r,-~.-~r r -~r.~r r.~.--~rrrrrrrr.-~ ~ ~ r r r r r r r r r r r r r r r -~rr,~r rrrrrrrrrrr ~f~ ?~9 0 W z ~ Q O
r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r rr,~rrr.-~.-~,-.~,-~rrrrrrr~'rr -~rrrr.-~ rrrrrrrr.--~r ~1• I I , r,~,-~,-~r r r r rr rr rr r ~ J
,--err rrrrrrr.-~rrrrr~--~rrrr--~.- rr r rr.~.-~ r r r r r r rr rr r r r r r r r r r r r r rr r rr y r r r r r r r r r r r r r r r I , r r ~ • r r ,--r r r r r r i c Cn Q 0. Z
NOTES: ~ ~ ` rrrr .~rrrrrrrrrrr.-~•-~r--~r-'r r,-~r r rr r r r r r r r r r r r rr r r r r r r r r r r r r r r r r r r r r r r r- --~rrrr,-~,--~ rr--~rrrrrr , r r r r rr r r r rr rr r ~ ~ ~
1. SQI INDICATES STORM O r r r r r r r r r r r r r r r r r r r r r p r,-~rrrrrr rr.--~rrrrr.-~~--~rr~ rr.-~rrr.~r.~ rrrrrr.~rrrrr- ~ r r r r r r r r r r r r r r r rrr rrrrrrr r r r r , ~ ; , ~ ~ r r r r r r r r r r r r r r
~ DRAIN INLET . -~,~rrrrr.-rrr rrrrr~ i err.-rrr.-~ r.-~rrrr ~ / ~rrrrrrr--~r rrr,-~r W 0 ~ Z
~ SDO INDICATES STORM r r r r r r r r r r r r r r r -err.-~rrrrrrrr,-ter rrr,-~r~ rrrrrr.-~rrrrrrrr rr--~r--~r,- r r r r r r r rrr r ~ r,-~,-~rrrrrr--~r rrrr r r r rrr r r r / / / / / i~ a. Q z O
DRAIN OUTLET . rrrr,-~,--~r,~r,-~'•-~rrrr ,~rrr~ rrrrr.-rrr.-~.-~rrrr rrrr.- / ~ ~ / ~ r r r r r r r r r r r r i / i ~ / ~ r r r r r r r r r r r r r F- 0 V
2. ONCE DISTURBED AREA IS .-~.~rrr~',~ r.-~rr rr rr,-~ rrr ---err.-~rrrrrr--~r--~rrrrr r.~.-~~ r r r r r r r r r ~ r.~.-~rrr.~r.-rrr
STABILIZED, TST-2 AND rrr,-~ r r r r r r r r -~,-~rrrr rr,-~.--~rrrr.~r r~ ,.--~rrrrrrrr r r r r r r r r r r r r , Q rrrrrrrrr k 4 r ~I k H W O
TST-4 SHALL BE REPLACED -~,--~r,--~ rrr~c,~rrrrrrr.~ r~ rrr r r r r r r r r r r r r r r r r r r r r r r r r i7 y~. r,-~ r rrr r i` r r r r , / J H O
BY A RIP RAP PLUNGE rrr r.~rr--~rrrrr,-~r?~rrrr r r r r r r r r r r r r r rrrrr .-~r--~rrrrrrrr.--'r rr.~ r r r r r r r r r r ~ , r r r r r r r r r r , R ~ r r r r r r r r r r r ~ D LL
POOL SIZED FORA 15" r r r r r r r r r r r r r ,~rrrr rrrrrr.-ter,-~rrrr r--~,- r r r r r r r r r , , ~ ~ ~ LL ~ C r r r r r r r r r ~ i ~ r r r r r r r r r r ~ W cc
PIPE. rrrrrr rrrrrrrr.-ter.-err r~ rr r r r r rr r r rr r r r r r r r.~ r r r r r r r r r r r r ~ ~ i r r r r r r r r r rr r.-~ r r r r r r , • t STREET "A"= V U) _
-~,~rrr,~ rrrrr.-ter rrrrrr 1 ~ r r r r rr r rr r r r r rr rr r r r r r r r r r r r r r r r e ~ . + r r r , O ~ r r r r r r r r r I STREET "D" H
r r r r r r r r r r r r r rrrrr r,-~.-rrr r r,~rrr,-~~ ~ ~ rrr r r r r r r r r r r' _ _ o r r r r r r r r 1 ~ 1 r r r r r r r 1
DRAWING REVISED JULY 6, 2007 ~ ~ r r r r r r r r r , r.-~.-~rrrr V 1 r r r r r r r ~ , 1 LOT 56
TO SHOW SDO'S AND SDI'S. \ r r r r r r rrr r r r rrrr r .-~rrrr rrrrr--~r,-~r~ r r r r r rrr r r r r r r r r r r r r r • V r r r r r r r ~ r - y 1. 80 ACRES
rrr,-~ r r r r r r r r rrrr rr rrr.-~ rrrrr rrr r r r r r r r r r r r r r r r r r r r r r r r r r Q Q 1 r r r r r r y r r r r r r /
r.-~rr rrrrrrrr.-~rrrrr r~ r r r r r r r r r r r r r r r r r r r r r r ~ ~ r rrr o SHEET
r r r r r r r r r r r r. rrr rr.--~rrrr rrrrr.-~.-~~ - - - ~
rr r.-~Irrrrr rrrrr,-~ r r r r r.--' r rr r r r r SDO Ns r
r r r r r r r r r r r r r r rrrrrrrr rrrrr,---~r~ rr r r r r r r r rr r r r
r r r r r r r r r r r r r r r r r r ~v
GRAPHIC SCALE ALE - FEET 3 OF 11
~ 1)1=50) 50
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