20021368 Ver 1_Site Plan_20020826

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~ LOT 49 , LOT 48 ; LOT 47 LOT 46
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LOT 24 LOT 24
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i BUFFER pPRIPN / SQL rr U
~ EUSERI FER ~ \ _ 5p N ~ 8UF ~ ~ N z O
- RIAN , ~ - US RIPA / LOT 16 ~ LOT 11 0
y0 NE ~ LOT 22 (A
~ LOT 12 ~ ~ >
1 FFER ~ LOT 15 RIP'ARIA U , ~ uFFE j ~ ~ W tY
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LOT 13 ~ LOT 21 w
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LOT 14 POND JD ~
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HAS 1 ~ r- ~ P / LOT 1 ; /UF~~ , / 'i ~ / r" LOT 20 ~ / LOT 10 z
%R~P~B ~ / DATE; 3!12103
~ lP P ~ ER ~ US~~ OFF / ~ ~ l doe No: 17951
5p ~E PR1P ~ /RIP / /
5E ~ ~ , EU / o N J,, ~ LOT LOT 4 ~ ~ LOT 6 ~ DRAWING: LOT 7 i LOT 9 17951
LOT2 LOT3 T6 ! LOT8 DESIGNED: LMH
~ LOT 5 '
r DRAWN: LMH LOT 19
~ _ _ CHECKED:
HORIZONTAL SCALE; i 7"=200'
OBER7S i
~HgpE~ VERTICAL SCALE: ROgD . NA
60'p •~~'1~1 UBLIC 23" R/W ,
Jrlr I IVV.
SCALE: 1" = 200'
200' 0 200' 400'
I, Mill Q OR OF F 1

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CONSTRUCTION SEQUENCE LEGEND VICINITY MAP Z
z.o~ Z.o' / 1. OBTAIN ALL THE APPROVALS AND PERMITS NECESSARY TO BEGIN AND COMPLETE THE PROJECT. 2.0' ti ~ 0 G~,° Z ~
/ THESE APPROVALS AND PERMITS INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: g~ TEMP. ROCK CHECK DAM ~ U U~"" F~tJ w ~
s APPROVAL OF SUBDIVISION OR SPECIAL USE PERMIT, SITE DESIGN, ZONING, ETC,; `Tp, 2 APPROVAL OF DESIGNS FOR STREETS, UTILITIES, ETC.; EROSION CONTROL PLAN APPROVAL EXISTING GRADE w ~
'f. F AND GRADING PERMIT; ZONING COMPLIANCE PERMIT; DRIVEWAY PERMIT FROM NCDOT. 77 '~T~~ '~T~ '~T~' ~ ~'S THE APPROVALS MUST BE OBTAINED BEFORE THE DISTURBANCE BEGINS SO THAT WORK 1==1 I ~I I 1=1 I ~ J I I-I 11- 2 ~ b 2~ - - ~ ' Z c~i~ •o c 2~ TEMP. INLET PROTECTION - Z ~
~ cP~ WILL NOT BE INTERRUPTED DUE TO LACK OF APPROVED PLANS. -I ~ ( -I~I-~ ~~I-~ ~ I- ~ ,Ai 'AA 2. CONDUCT A PRECONSTRUCTiON CONFERENCE PRIOR TO ANY DEMOLITION, TIMBERING, 1_1 ~ ~ - (I 1 SITE ~ ~ ZO
~ A y CLEARING, OR GRADING WITH THE OWNER (OR REPRESENTATIVE), THE CONTRACTOR(S) 7-r--'~- - 1'i i '~i t- \ \ 9,A~ ~9 RESPONSIBLE FOR THE DISTURBANCE AND EROSION CONTROL, AND EROSIONCONTROL - _ - I I-I I I-I I I-I - - I I-l,~l - STONE APRON (SA) w U N :I ~ f = ~ I T11-~-T ~
2 PERSONNEL TO DISCUSS THE PROJECT AND THE EROSION CONTROL PLAN. ~i \ ~ ~ 3. INSTALL A RURAL TYPE MAILBOX FOR CONSTRUCTION CORRESPONDENCE AT THE SITE T I I I_ I ; ; S.R. 1123 ~ I I I_ ~ " I' TEMP. SEDIMENT BASIN (TSB) N o_
\ \ \ \ ~G,~, G ENTRANCE OR AT THE CONSTRUCTION TRAILER. KEEP A COPY OF THE APPROVED w
\ EROSION CONTROL MUSTICHECKTHIE MAILBOX DAINYRACTOR RESPONSIBLE FOR TEMPORARY DIVERSION DIT )IVERSION DITCH ~ ~ x LEVEL SPREADER ? G_ ~ N ~ ~
\ \ \ \ ~ 4. INSTALL TEMPORARY GRAVEL ENTRANCEIEXIT, PIPE 1, AND SILT FENCING, 61 \ \ 5. CLEAR ONLY AS NEEDED TO CONSTRUCT EROSION CONTROL DEVICES SHOWN ON SF ~ w N
\ / \ \ \ THIS PLAN, CONSTRUCT ALL EROSION CONTROL DEVICES SHOWN ON THIS PLAN. MAINTAIN / EACH DEVICE THROUGHOUT CONSTRUCTION UNTIL INSTRUCTED TO REMOVE THEM. TEMP. INLET PROTECTION ~ ~ N M
\ \ / \ \ / 8. CONTACT EROSION CONTROL OFFICER FOR ONSITE INSPECTION. OBTAIN APPROVAL. (OPEN INLETS) SF 0 ~ ~ wZM a
\ ~ / NO DISTURBED AREA SHALL BE LEFT WITHOUT PROTECTIVE COVER FOR MORE THAN 30 \ \ 20 DRAINAGE WORKING DAYS. TYPICAL ROADSIDE DITCH MR10 ~ • N =
\ \ EASEMENT \ INSTALL ALL PROPOSED STORM DRAINAGE, CHANNELS, LINERS, AND RIPRAP. INLET VAR. \ \ VAR. W Q = w 3
\ \ \ ~ PROTECTION MUST BE INSTALLED PROMPTLY AT EACH STORM DRAINAGE PIPE INLET. \ ) 8. COMPLETE ALL GRADING PROPOSED IN THIS DRAWING SET. ROADSIDE DITCHES SHOULD \ \ / I TEMP. SILT FENCE SF ! ~ 0 ~ a ~ ~0~
~ d' BE SEEDED, LINED WITH MATTING OR ARMORED WITH ROCK AS SPECIFIED. DITCHES LOT 62 \ ~ ~ / / ALONG TOE OF SLOPES REQUIRE CONSTRUCTION ACCORDING TO DITCH DETAILS. EXISTING GRADE ro U ~ 0~~ ~ TEMP. SILT FENCE OUTLET g,R. 1122 py 0 N ~ Z m w
~ ~ \ S~, / 0., STONE IS PERMANENT STORM WATER CONTROL AND MUST BE REPLACED IF IT5 ~I ~I ~'_II ~_~~_I = ~ ~ / EFFICIENCY IS REDUCED BY SEDIMENT. ll ll iLl. ~ o CONSTRUCTION LIMITS ~^~~1 5' 2 0 -i 0
~ ~ / R ~ ~ 9. PAVE ALL PROPOSED ROADS ACCORDING TO THIS DRAWING SET. I=III=1 I I-~ I I=III ~ / 10. SEED AND STABILIZE ALL DISTURBED AREAS. - -
y \ ill I-I I TI I I~ I~; III- _ _ II \ ~ ~ ~ SQ, 11. WHEN THE SITE IS STABILIZED, AND VEGETATION IS ESTABLISHED, CONTACT THE I i 1-III=~ I I=1 I I - _ _ =III TDD U Q ~ 2 > - - - -I I I ~ , TEMPORARY DIVERSION DITCH ~ ~
ER ION C NTR L OFFICER FOR AN ONSITE INSPECTION. OBTAIN APPROVAL. 1 \ \ / OS 0 0 ~ I I \ y / - - 12. REMOVE ALL TEMPORARY EROSION CONTROL DEVICES. FINE GRADE AND SEED THESE AREAS. I I- ' 11-1 - 11=1 I =1 I 1-1) I- I ~ NOT TO SCALE i l l_ i
1 \ \ / 13. CONTACT EROSION CONTROL OFFICER FOR AN ONSITE INSPECTION. OBTAIN FINAL APPROVAL. ' I -i I I ~ \ \
1 0 \ \ \
\ LOT 63 TOTAL DISTURBED AREA: 12.00 ACRES OUTLET CHANNEL SECT HANNEL SECTION DITCHES
\ \ ~ \ ~ DRAINAGE 110 010 DEPTH SLOPE V10 Td LINING
\ ~ \ \ ~ I \ ~\1 I ~v FROM TO jA C~ (!nlhr) (cfs) (ft) (°k) (fps) (Iblft^2)
1 11 1 1 l ~ ~ SAR1 SR 1123 10+50 0.27 0.476 7.22 0.93 0.435 4,32 1,65 1.17 STRAW Wl NETTING, SEED W18ERMUDAGRASS ~
\ 1 '1 i I y y v+ I I 1 \ Q \ 11 1 1 0l ~ ~ 6' 6' 5' SAR2 10+50 13+28 023 0.459 722 0.78 0.411 3.82 1,50 0.98 STRAW Wt NETTING, SEED Wl BERMUDAGRASS
I I II ly I II ~I \ \ i y 1 I ~ PAVEMENT SHOULDER DITCH DITCH G~E SAR3 13+29 18+35 1.10 0.335 722 2.66 0.491 4,70 3.68 1.44 STRAW W(NETTING, SEED W/ BERMUDAGRASS EXiS'~ • SAR4 18+35 PIPE 2 1.32 0.333 7.22 3.17 0.572 2,95 323 1.05 STRAW WI NETTING, SEED Wl BERMUDAGRASS ~
I III y ~ l \ I y I I o = I ~ SAR5 PIPE 2 19+17 0.47 0.336 722 1.15 0,491 3,40 1,59 1.04 STRAW WI NETTING, SEED Wl BERMUOAGRASS
I I I ~ \ I I I i y \ I 11~ \ i I I I \ \ .0833 q; , o _ -I1 SAR + + - - - 1 1 0 III III 6 19 17 20 19 D23 0.359 722 0.60 0.462 1,34 0.96 0.39 STRAW Wl NETTING, SEED WI BERMUDAGRASS
I I ~ I ~I I - - - MAk 2• 0000 - ;I i I=III=III=,I1I=~ - 0 0 -III=III= SARI 20+19 25+50 0.38 0.484 7.22 1.33 0.460 8,62 2.12 1.90 SYNTHETIC MAT SEED W(BERMUDAGRASS ~ 0 0 O 0
I I i I ~ , I I o f I \ \ \ I 1 \ -III=III=III=III=III 0 0 0 0 0 =III=III
I I I \ \ \ I I I 1 \ \ ~ (=III=III=III=III-I =0 00000 - I I=III=III- SARB 28+19 38+gg '!.69 0.500 7.22 2.49 0,490 5,37 3.60 1.64 SYNTHETIC MAT, SEED WI BERMUDAGRASS -III=III=1 I =1 I=1~~f-_I I I=III== I I=III=~ I ~
I I I II \ \ LOT 29 I t I I I ~ I I-I ~ ~ I-~ I I-~ ~ ~ ~-I ~ I-~ i I SAL1 SR 1123 10+50 027 0.461 722 0.90 0.430 4.32 1.64 1.16 STRAW W! NETTING, SEED W18ERMUDAGRASS
I I i I i I ~ ~ \ \ _ I I I y \ ~ \ \ ~ + + J SAL2 10 50 13 29 n.23 0.458 722 0.76 0,411 3,82 1.50 0.98 STRAW W! NETTING, SEED W18ERMUDAGRASS
I 1111 ~ \ SAL3 13+29 18+35 0.32 0.510 722 1.18 0.466 4.70 1.80 1.37 STRAW Wl NETTING, SEED W! BERMUDAGRASS
ROADSIDE DITCH ARMOR SAL4 18+35 PIPE2 0.34 0.516 722 127 0280 5.63 3.05 1,09 STRAW WI NETTING, SEED WIBERMUDAGRASS
STONE AS REQUIRED ON CHART SALS PIPE 2 19+17 0.09 0.503 7.22 0.33 0.310 328 1.41 0.96 STRAW WI NETTING, SEED W(BERMUDAGRASS
LOT 28 ~ ~ \ DITCHES REQUIRE GEOTEXTILE FABRIC OR STONE UNDERLINING. SALB 19+17 20+19 0.07 0.492 722 025 0.330 1.34 0.77 028 STRAW WI NETTING, SEED W! BERMUDAGRASS
l \ (SADDLE RIDGE} SALT 20+19 21+51 0.11 0.455 7.22 0,37 0.350 2.20 1.02 0.48 STRAW Wf NETTING, SEED Wl BERMUDAGRASS SALB 21+51 PIPE 3 0.25 0.475 722 0.88 0.305 733 3.07 1.40 SYNTHETIC MAT, SEED WI BERMUDAGRASS w
i I EMP. SEG. BASIN 4~ i ~ ~ ~ p SAL9 + i~~~_' ~ PIPE 3 25 50 D.56 0.481 722 1.94 0,411 7.79 3,86 2,00 SYNTHETIC MAT, SEED WI BERMUDAGRASS
J ~ VEL'SP A E i , ~ ~ ~0 ~ LOT 27 i ~ i I ~ y ~ 6' 5' 5' SAL10 28+19 34+00 4.02 0.334 722 9.89 1,059 4,53 2.89 2.99 9" STONE ~
i / SAL11 34+00 38+66 1.55 0.334 7.22 3.74 0,582 3.74 .8 1,36 T W A
I ~ 0 ~ ! i I o / / ~ / / ~ LOT 26 PAVEMENT SHOULDER DITCH DITCH 36 S RAWWINETTING,SEED !BERMUD G G~pDE < EXIST'
M ' / ! ~1~. 11 1 WR1 SADDLE 10+50 0.05 0.532 722 0.19 0245 5.50 1.26 0.84 STRAW WI NETTING, SEED WI BERMUD G - I = `r°~
TEMP. SED. ~A~SIN ! WR2 10+50 11+04 0.03 0.51D 722 0.11 0270 1.33 0.66 0.22 STRAW W/NETTING, SEED W! BERMUAAGRAS " ` ~ ' - .0833 3, ~P~' o = - ~ o III I~ - - - ~'1qk ti• 0000 _ WR3 11+D4 CDS 0.33 0.553 722 1.32 0.435 3.36 2.84 0,91 STRAW WI NETTING, SEED WI BERMUD 'GRASS
LEVEL SPREADER ~ TEMP, SED. BASIN 3 :l I I-III=III=III-_~ ~ 0 0 111-_I I i-
/ ~ LEVEL SPREADER 2 '?o -I I f-i I I-,~-I 11-~ ~~0~0~0~0~° - III I-I I I-III=I I=III _ - 0 0 -II=III=III' WL1 SADDLE 10+50 0.14 0.385 7.22 0.39 0.321 5,50 1.50 1,10 STRAW WI NETTING, SEED W! BERMUDAGRASS ~
i =T_ ~ I I ~I 11_ll=l I 1=1 I ==1 I I=1 I 1=1 I WL2 10+50 11+04 D.10 0.510 7.22 0.26 0.360 133
r / i / / i ~ ~ ~-I ~ ~ I-III-~ ~ ~-I ~ ~ ~-III-~ ~ 0.80 0.30 STRAW WI NETTING, SEED WI BERMUDAGRASS Wl3 11+04 CDS 1.53 0.553 722 3.90 0.850 336 3.71 1,38 STRAW W/NETTING, SEED W18ERMUDAGRASS
f g(G3 /i / / e ~ ROADSIDE DITCH ARMOR
P a ~
2 ~s / • ~ LOT 25 STONE AS REQUIRED ON CHART CROSS DRAINAGE PIPES DITCHES REQUIRE GEOTEXTILE FABRIC OR STONE UNDERLINING. DRAINAGE ~ 125 025 HwlD DIA TYPE LENGTH SLOPE
$ 120 ' ED. ~AS~IPE ~ /LE~iE~SPREAD~~,~~ i / ~ i' y' (WILD BRIAR) AREA (AC) C0 (MIN) (INlHR) (CFS) (IN) (FT) (°k)
/ l r %IPL~' 7~"RCP ! i / / / ~TDIQEpPRON 4 1 1.63 0.327 5.00 8.19 4.37 0.75 18 RCP 90 1,00
2 1.65 0.371 g.00 8.19 2.51 0.51 16 RCP 48 1.72
y~ i l l M i i i ~ / / l ti ~ ~ iii~i ,'~;y;.. 3 0.34 0.437 ° ~ 922 . 0:6 RCR--- 77 . „ 7-QO
~ 1// / ~ i ~ ~ / / TRIPLE 72" RCP
/ / / / / / / / / ~ ~ ` 60- LOT 24
/ / / / / /PIRE3 ~ ~ 9 / / / / / / ~ODIE~A~ 3 s~' DRAINAGE 0Y5 f!wID LENGTH SLOPE AREA (AC) (CFS) {FT) (°k)
~ l/ l I / i ~ e~- 879 327 1,4 100 0.30
"1~
/ / / LOT 17 / / CP so. l ! l / l r i
/ / ! / / ~ o. STONE APRON OUTLET DISSIPATORS
J sa, l / / l ~ ~ 110 010 Ofull V10 V full ~ ~ .
B~FFtiR / / / ! / / / ' / / ~ ~ PPR~PN f / / 1 / / o . (IN/HR) (CFS) (CFS) (FPS) (FPS) L x W x D ZONE STONE
/NE~SER / / / / / N LOT 23 1 7.22 3.85 10.48 5.52 5.94 6' x 4.5' x D,75' 1 CLASS A ~
2 7.22 221 10,94 4.90 6.20 6' x 4.5' x 0.75' 1 CLAS A ~ 6 ~Z` ~ s I A 3 7.22 0.54 P7,7g 628 15.71 6' x 4.5' x 0,75' 1 CLASS A
/ ~ / ~ / ~ 1 ~ PIPE 2 \ 4 1.92 204.27 257.07 10.01 9.10 45' x 22.5' x 1,5' 3 CLASS 1
~ ` / / BOFFE \ TQjdE APRON 2 \
~ 5j~ LOT 16 i / 9/ ~ ~ \ \ 1 ~ / / I _ ~ \ LOT 22 CHANNELS
i / I I -170 y\ 1 \ a DRAINAGE CC 110 010 SLOPE LENGTH DEPTH V10 Td ^ LINING SIDESLOPES BOTTOM WIDTH m
! / I LOT 11 SEQ.9ASI6L1 1 I AREA (AC) (INIHR) (CFS) (FT) (FT) (FPS) (LB1FT 2) (FT)
/ I y I \ / / ~ \ I I 1 2.05 0.388 7.12 5.74 4.17 250 0.452 4,38 0,56 STRAW 2;1 2
LOT 12 ' ~ \ \ y \ I ~
x0ti ~ I V LOT 15 / / \ ti° y y I I LEVEL SPREADERS
/ I \ o I ENTRANCE WIDTH END WIDTH DEPTH LENGTH
I I I \ I I, I I (FT) (FT) z 0
1 10 3 4.5 10 d
CHANNEL1 I I ~ ~ N 1 \ I I / ~ 1 ~ LOT 2 TEMP. SED. BASIN 2 / ( \ I 1 ~ I( 2 10 3 0.5 10 ~ f21 ~
LEVELSPREADE 1 / I ! 3 10 ? 0.5 10 ~ W Z ~
i I '~i I Y \ ~ I it 0 4 10 3 0.5 10 5 10 3 O
f I L0. 13 I / C I POND , ~ 0.5 10 ~ - NOTE: LEVEL SPREADERS 2.5 SHALL BE INSTALLED
~ ~ 'DRAINAGE I I ~ Q OPEN SPACE ~ ! ~ EASEMENT ~ ~ ! -"Aj OUTSIDE OF THE STREAN BUFFER
LOT 14 ~ ~ ~ ~ G J W
I ~ TEMPORARY DI~lERSION DITCH
PHASE 2 0 DRAINAGE C 110 010 SLOPE LENGTH DEPTH V10 F
AREA {AC) ~ (IN~IR) (CFS) (°lo) (FT) (FT) (FPS) p
/ ~ r RASE 1 ~ 1 0.45 0.471 722 1.53 9.61 40 0.410 4.54
~ 2 0.76 0,495 7.22 2.72 7.07 30 0.540 4.67 W
LOT 10 / i i / ~ 3 0.56 0.480 722 1.94 14.20 55 0,417 5.58 m
/ / ~ ~ ~ LOT 20 4 0.95 0,457 722 3.13 11,20 35 0.522 5,75 ~ z
DATE: 8119!02
ti` . ~ TEMPORARY SEDIMENT BASINS . ~ ~ roe No. 17951
LOT 1 • \ / ~ ) ~ DISTURBS) REQUIRED PROVIDED BASIN DRAWING;
~ 1 SEDIMENT BASIN AREA VOLUME VOLUME DIMENSIONS 17951 ` ( } BASIN TYPE (AC) (CU FT) (CU FT) {W X L X D)
1 I ~ ' _ _ N / / DESIGNED: LMH
~ L-0~9~'" - - N ) / 1 B 0.95 1710 1734 1T x 34' x 3' / / / 2 B 0.99 1782 1785 1T x 35' x 3' DRAWN: LMH
t'~T4 LOT7 LOTB ~ ~ / / / / 3 B 0.45 810 864 12' x 24' x 3'
~ ~ / / / / / CHECKED: / / / / 4 B 0.78 1368 1395 15' x 31' x 3'
LOT 2 LOT 3 LOT 6 _ _P - LOT 5 _ ~ 'P ' / / / / , ~ HORIZONTAL SCALE: ~ , / 5 B 0,56 1008 1014 13' x 26' x 3' / /
/ / ~ 1"=100'
~~~~1 \ 90 GRAVEL ~ ~ / / ' Ld~19 ~ / 6 B 0.95 1710 1734 1 T x 34' x 3' ~9O ~g~ / / ~ i / ~ NOTE: TEMPORARY SEDIMENT BASIN SPILLWAY WEIR LENGTH SHALL VERTICAL SCALE:
CO~IS~RUCTION CTION ~ / / ~ / / ~ ~ BE A MINIMUM OF 6 FEET FOR ALL BASINS. NA
~ "ENTRANCE' ~ , E''~~ IPE/1 i~ _--I QLJCCT AIr1
TbW-AP" 1
e- /O \ \ 1
- - - SCALE: 1" =100'
/ RQPER i t~ BERT
ECHO 100' o ' i EL 100, 200'
60'47 PUBLIC Jam` OF 12

_ _
i
LEG LEGEND DITCHES Z
DRAIN ~ O AREA E C 110 010 DEPTH SLOPE V10 Td LINING Z ~
TEMP. TEMP. ROCK CHECK DAM ~ FROM TO {ac) ° (in/hr) (cfs) (ft) (fps) pWft^2) U ~ ~
SARK 28+19 38+66 0.69 0.500 722 2.49 0.490 5.37 3,6D 1,64 SYNTHETIC MAT, SEED WI BERMUDAGRASS LWLI ~
_ _ _ _ TEMP, TEMP. INLET PROTECTION SAR9 38+86 40+60 0.11 0.528 722 0.42 0.390 1.55 0,92 0,38 STRAW WI NETTING, SEED W/ BERMUDAGRASS Z N `0 Z ~
STONE SAR10 40+60 42+00 0,07 0.522 7.22 0.26 0.306 2.10 0,91 0,40 STRAW W1 NETTING, SEED WI BERMUDAGRASS O ~ STONE APRON (SA} Z ~ N SAR11 42+00 49+25 0,44 0.516 722 1,65 0.511 1.46 2,11 0.47 STRAW W! NETTING, SEED Wl BERMUDAGRASS W M
SAR12 49+25 56+85 0,51 0.499 722 1.84 0.470 2.86 2.79 0,84 STRAW W! NETTING, SEED W/ BERMUDAGRASS _ ~
TEMP. TEMP. SEDIMENT BASIN (TSB) SAR13 56+85 CDS 0.fi0 0.350 722 1.52 0,417 3,88 2.92 0,96 STRAW Wl NETTING, SEED WI BERMUDAGRASS ~ ~ ~
LOT 38 ~ y M w
~ 1 ~ LEVEL L1J ~ LEVEL SPREADER ~ SAL11 34+~ 38+66 1.55 0,334 722 3.74 0.582 3.74 3.68 1.36 STRAW Wt NETTING, SEED WI BERMUDAGRASS ~ ~ X
\ 1 1 \ 1 I SF SAL12 38+66 40+60 0.57 0,345 722 1.42 0.477 1.55 2.07 ~ of ^ 0.46 STRAW WJ NETTING, SEED Wl BERMUDAGRASS w N
1 1 I TEMP, \ 1 I I (OPEN TEMP. INLET PROTECTION SAL13 40+60 42+50 5.53 0.325 722 12.98 1.289 0.65 2.61 0.52 STRAW W(NETTING, SEED Wl BERMUDAGRASS ~ ~ N M (OPEN INLETS) SF o! ~ ~
\ 1 1 I I SA114 42+50 44+23 3.90 0,325 722 9,15 0.868 2,66 4,05 1.44 STRAW Wf NETTING, SEED Wl BERMUDAGRASS ~ U ~ 0 U
\ 1 ` I I TYPICP \ 1 ~ I TYPICAL ROADSIDE DITCH MR10 SAL15 44+23 PIPE 9 3.47 0.323 722 8.09 1.182 0.40 1,93 0.30 STRAW W! NETTING, SEED W7 BERMUDAGRASS ~ Z N SAL16 P P + 0, 7. ~ Q= m 3
\ i O I TEMP. I E 9 47 88 2.28 309 22 5,09 0.705 2.50 3,42 1.10 STRAW W! NETTING, SEED Wl BERMUDAGRASS ` ~ W ~ ~ ^ 0 TEMP. SILT FENCE SF SAL17 47+66 49+25 1.99 0,305 722 4.38 0.873 0.59 1.91 0.32 STRAW WI NETTING, SEED WI BERMUDAGRASS v , ~ ~ ~ 0` ~
\ l i I LOT 37 \ 1 I I I ~ tL O SAL18 49+25 50+50 0.85 0.319 Z22 1.95 0.656 0.54 1.51 0.22 STRAW Wl NETTING, SEED Wl BERMUDAGRASS ~ ~ ~ ~ 0
\ I I LOT 39 TEMP. TEMP. SILT FENCE OUTLET SAL19 50+50 PIPE 10 1.40 0.318 7.22 3.21 0.550 3.75 3.55 1.29 T W Z 0 ~ w ~ S RAW WlNETTING,SEED W16ERMUDAGRASS ~ _ U cp
I I I CONST I CONSTRUCTION LIMITS r'~~~1 SAL20 PIPE 10 52+00 2.18 0.362 722 5.65 0.812 1.45 2.86 0.73 STRAW Wf NETTING, SEED W1 BERMUDAGRASS Z ~ ~ U
I I = Z °o='~ TEMPORARY DIVERSION DITCH TDD SAL21 52+00 54+50 2.35 0.378 722 6.43 0.653 3.46 5.03 1.41 SYNTHETIC MAT, SEED WI BERMUDAGRASS U Q ~ 2 ~
~°p' I I TEMPC ~ t 1 ~ J SAL22 54+50 56+85 2.51 0.379 7.22 6.87 0.945 4.18 2.57 2.46 9"STONE Q ~
( ) I 1 LOT 43 1 1 LOT 42 SAL23 56+85 CDS 2.60 0,388 722 7.28 0.980 3.86 2.53 2.36 9"STONE
° 1 ~ LOT 40
I LOT 41 R2R1 SADDLE 10+50 0.17 0.418 7.22 0.51 0.361 5.03 1.56 1,13 STRAW W! NETTING, SEED WI BERMUDAGRASS R2R2 10+50 11+71 0.14 0.389 722 0.40 0.455 0.90 0.77 0.26 STRAW WI NETTING, SEED Wl BERMUDAGRASS
LOT 36 ~ ~ S~ \ I I / l` \ 1 I I I LOT 44 / 1 . \ 1 I I I I I R2R3 11+71 12+82 0.57 0.393 7.22 1.62 0.814 0.78 1.72 0.30 STRAW Wf NETTING, SEED Wl BERMUDAGRASS
/ 1 I I I I
G ? ~ I I 1 I \ / I ~ 1 ~ I I 1 } ~ ~ I I I 2.0' 2.0' 0~ R2L1 SADDLE 10+50 D.27 0.373 722 0.73 0.413 5.03 1.70 1,30 STRAWW/NETTING SEEDW/BERMUDAGRASS
/ / ~ I a l 1 I \ 1 A I I / I I I 1 I 1 I ~ I I Y\G R2L2 10+50 11+71 D.17 0.380 7.22 0.47 0.463 0.90 0.80 0.27 STRAW W! NETTING SEED W! BERMUDAGRASS ~`~V$
/ I I I I 1 1 \ \ ao I i I I / / , I I 1 I I i \ \ \ I I Exls' EXISTING GRADE ~ R2L3 11+71 12+82 0.06 0.502 722 0.22 0,376 0.78 0.83 0,18 STRAW WI NETTING, SEED W(BERMUDAGRASS
' / / / ~ 1 1 \ \ 1 I i / /LOT 35 ~ i \ \ \ I ! I I - I I-~, I-I ~-111'111 ~~7 b 2~-I~~ ~ ~
/ / i i \ J 1 2' DRAINA E ~ -T. -_-I i l- I -I 11-1 I I-I I _ I I SPR1 SADDLE 10+50 0.24 0,500 722 0.87 0.340 8.20 3.00 1.32 SYNTHETIC MAT, SEED WI BERMUDAGRASS
/ / i~ M 1 .-IT / 90 PIPS 10 I " I I T ~ , ,1 I I I I 1=J,=~-~ SPR2 10+50 CDS 022 0,518 722 0.82 0.451 3.98 1.60 1.12 STRAW Wl NETTING, SEED W! BERMUDAGRASS
/ ~ / ~ ~ - ~=11 I I 1LI I I- 1=1-I I =1 ~i- ~ - I ITI I h._ - _J
/ i ~ / 5^ i ~ ~ 1 ~ ANI~EL 4 TTf I ~ _i II P 1 + T_ S L SADDLE 10 50 0.72 0.369 7.22 1.92 0.460 620 3.66 1.78 SYNTHETIC MAT, SEED WI BERMUDAGRASS SPL2 10+50 CD5 0.69 0.368 722 1.83 0.474 3.98 3.27 1.18 STRAW W/NETTING, SEED W/ BERMUDAGRASS
/ ~ i ~ ~ S ~ / / / ~ EMP SED. BASIN 1 / / / .-180- / / ~ I I ' ~ / 0 / / / , ~ ~ ~ „ / / / O 1 I ILEVE~L SPREADER 7 TEMPORARY DIVERSION DITCH
/ / ~ / a / / ~ 1 1 1 1 I I I / , ~ i ~ I I R1 R1 SADDLE 11+48 0.08 0.521 722 0.30 0.310 4.33 1.30 0.84 STRAW W! NETTING, SEED WI BERMUDAGRASS
/ / / / ~ I J R1R2 12+52 14+89 0.14 0.492 7.22 0.50 0.373 d.OB 1.43 0,95 STRAW Wl NETTING, SEED WI BERMUDAGRASS
/ / / / / R1 R3 14+89 CDS 0.15 0.564 722 0.63 0,411 3.BB 1.49 1.00 STRAW W/NETTING, SEED W/ BERMUDAGRASS
LOT 34 / / ~
I / / ~ / / / LOT 45 VAR. R1L1 SADDLE 11+48 0.82 0.438 722 2,59 0,531 4.33 3.68 1.43 STRAW Wl NETTING, SEED WI BERMUDAGRASS
/ 1 1 LOT 48 LOT 47 LOT 46 / ( I LOT 49 R1L2 12+52 14+g9 0.33 0.383 722 0.91 0.470 4.08 1.67 1.20 STRAW Wl NETTING, SEED W/ BERMUDAGRASS
I ( EXISTING R1L3 14+g9 CDS 0.546 0,546 722 0.67 0.420 3.88 1,51 1.02 STRAW WI NETTING, SEED Wl BERMUDAGRASS EXISTING GRADE
I -m 1 ~n I C I-I I~-III =2~7 ~ 21 -11 I 1~-
~ 1-111- I - ~ ~ ~~k CROSS DRAINAGE PIPES
\ -I I =1 I ~ I -1 I I-I I = _ _ _ = I L- I -III-~
LOT 50 I ~~-Tj'~ - - -I I - I I- I -~I (-'I~' ~ ~ DRAINAGE Cc tc 125 025 Hw/D DIA TYPE LENGTH SLOPE -T~I~ III=III~I~I-II- AREA(AC) (MIN) (INIHR) (CFS) (IN) (FT)
-T-I 11- >T T' 8 2.66 0.321 7.48 7.80 6.49 0.95 18 RCP 76 1.00
w g 1.84 0.340 5.00 8.19 5.12 0.85 18 RCP 73 1.00
LOT 33 / / I OUTLET CHANNEL SECTION 10 3.91 0.339 5.00 8.19 10.86 0.85 24 RCP 63 3.17 ~
/ I
/ LOT 55 DRAINAGESTRUCTURES
PIPE 9 / LOT 51 STON~'APRON 6 LOT 54 DRAINAGE C tc 125 025 DIA TYPE LENGTH SLOPE INV. fN INV. OU
LOT 56 FROM TO AREA (AC) ~ (MIN) (INlHR) (CFS) (IN) (FT) EIEV, ELEV.
10 \ 6' 6' 5' 1 2 5.53 0.332 5.00 8.19 15.05 24 RCP 44 2.00 - 162.31
~ > \ PAVEMENT SHOULDER DITCH DITCH 2 3 5.72 0.339 5.07 8.17 15.82 24 RCP 127 2,00 161,43 161.33
'Z' ' \ LOT 53 I \ G~pE ~X(S'(. 3 FES 5.72 0.339 521 6.14 15.76 24 RCP 60 2,00 158.79 158.69
~ I I I ~ i i l l X16 RIW _ I ? ' I I - I I- - - .0833 q, 7 . o o I =1 11=1'
\ I ~ I II T - _ _ _ _ M~ 21 00 0 - . STONE APRON OUTLET DISSIPATORS
\ \ I I I '•I I I ~ 1 I I ~ 2b' INI4GE ~I I I T-III-III-I 0 o I I I~ - - - L-_II 00000000 000 110 010 ON•` V1D Vfull
\ / I ETAS E T / LOT 32 ~ _ I T 0 0 (INIHR) (CFS) (CF'_`, (FPS) (FPS) L x W x D ZONE STONE
/ ~ 1 / ~ 1 J r ~ ~ =III- '-7 I ~ 5 7.13 13. -I I ~I 11~ I ~ I III-I~I I'' 80 31.43 9.66 10.17 12' x 6' x 1' 2 CLASS B
1 J - - - - - ~ CHANNEL3 ~ / 6 6.86 5.70 10.48 6.00 5.94 6' x 4.5' x 0.75' 1 CLASS A
~ 1 ~ ~ - - _ O - TEMP. SED, BASIN 9 1 ~OT52 ~ I I ~ I 1 J I / / - _ ~ - _ _ _ _ _ ~ / / I LEVEL SPREADER 6 7 7.22 4,52 10.48 5.64 5.94 6' x 4.5' x 0.75' 1 CLASS A
/ 1 1 I / 2%x'25 _ _ _ -170 ' ' / / ROADSIDE DITCH ARMOR 6 722 9,57 40,19 ,0.50 12.fio 12'x6'x1' 2 CLassB
STONE AS REQUIRED ON CHART ~a~e,aQaiassacp~ga9
I 1 I L I ~A ME - / / LOT 57 / PIPE ~1 i ~ ax - / ~6 CA,{~~ DITCHES REQUIRE GEOTEXTILE FABRIC OR STONE UNDERLINING. CHANNELS ,o~>a°<,p
I ISTON APf~O 8 ~ ~ ~ ~ - - . ~ ~ ~ / x ~ ~ ~ . ~ LOT 34 I I _ - , ~ / SADDLE RIDGE ~ ( ) DRAINAGE I Q SLOPE LENGTH DEPTH V " ~ S ~ `~i°
I,,~ I (f - LOT 33a J c I I I ? I ~ ~ ~ _ - / / 0 10 10 10 Td LINING SIDESLOPES BOTTOM WIDTH Q y , AREA (AC) c (INIHR) CFS % FT FT FPS LBIFT"2 ( ) O ( ) ( ) 1 ) ( ) (FTI ° C' t'
1 I I ~ II ~ o \ 60 ~ LOT 59 2 5.80 0.339 7.22 14.20 4.97 30 0.775 3.33 0.97 STRAW 2:1 4 n ~ a n G;;~~~
LOT 32a SEPTIC I o I I i 2 AGE LOT 58 / ~ i 6 5' 5' 3 0.49 0.471 722 1.67 1327 220 0240 2.81 0.30 STRAW 2:1 2 ° rte !o ~VG O :J w ~
EASEMEN ~ J i ~'ASEME \ PAVEMENT SHOULDER DITCH DITCH ~ 4 3.28 0.379 7.22 8.98 13.51 140 0.436 424 0,54 STRAW 2;1 4 BtaO`~,F/(I~rP~c~°~1y
- ! 1 / I I SE's\BASIMB \ \ > ab c~, U~ ,6
I 1 / / / I ~ 11 \ \ T .0833 ~ o ~ LEVEL SPREADERS °:x~~f1. 3:iM •1~ 0 i1=1~1=~
r / / / / i ~ / / 1 LOT 60 ~ / 1 ~ ~ 'i I f I 1=1 11=1 11=1 = o o 2• °~°~-I 11=1 11-
/ / / / / I ~ ~ / 1 ~ ~ =I I=III=III=III=I I 000000 0 000 =1 _ - ENTRANCE WIDTH END WIDTH DEPTH LENGTH 0 0 0 0 II L- (FT) (FT) (FT) (FT)
/ / / ~ ~ - / / / I s s o. ~ I~ I I-III=11 ~I ~ 1=~ _ o o- ~ 1=1 ~ 1=1 ~ I' -III=I I I.I I I=III-III=1 ~ 1=1 I~ = 1 ~ 1=1 ~ 1=~ 11" 6 10 3 0.5 10 m
- L 31 / / 1 ` 2 / i \ \ ~ \ 'Ltp FG -III-III-III-ITI-III-I I I-I I I-I I I-I i I-I I 7 10 3 0.5 10
~ / / / \ DROP INLET 2 \ ~ ` G~ S~
/ / \ IPE 7 / / \ ~ ~'P ~~q / / ~ A 9 ROADSIDE DITCH ARMOR TEMPORARY SEDIMENT BASINS
/ \ / \ \ '9~ 'Pi / / HANNEL2 \ ~y STONE AS REQUIRED ON CHART DISTURBED REQUIRED PROVIDED BASIN
/ `G I \ TEMP, \ \ ~G mG DITCHES REQUIRE GEOTEXTILE FABRIC OR STONE UNDERLINING. SEDIMENT BASIN AREA VOLUME VOLUME DIMENSIONS
DROP INLET 1 SED, BASIN 7 \ \ T T~ PIPE 6 \ \ \ \ (ROAD 1, ROAD 2 & SPLIT RAIL) BASIN TYPE (AC) (CU FT) (CU FT) (W X L X D) ~
~ ° JUNCTION BOX 3 LOT 61 \ \ \ \ 7 B 1.09 1952 1996 18' x 3T x 3' d
\ .eI~E 7 \ \ 8 B 1.11 1998 2052 19' x 38' x 3' ~ U
is ~ $,TOI~E,4PRON 5 \ \ 0 \ \ \ A \ \ \ \ 9 B 0.50 _900 900 12' x 25' x 3' ~ N Z ~ 10 B 1.76 3168 3174 23' x 46' x 3'
G / \ 20 DRAINAGE 0 NOTE: TEMPORARY SEDIMENT BASIN SPILLWAY WEIR LENGTH SHALL
~ \ \ \ \ \ ~ EASEMENT ~ \ 8E A MINIMUM OF 6 FEET FOR ALL BASINS. U)
~ ~ 0 >
\ • > I r ~ 1 LO 62 I W F
s ~ ~ LOT 30 ~ I ~ ~ o, / a 0 4
I \ i + 1
~ 11 ~ ~ ~ ~ s y O
1 \ \ / ° 1
~ \ ~ \ \ ~ \ \ 0: W
1 ~ \ m
I \ \ Z
I , \ \ LOT 63 I I 1 \ DATE: 8I191Q2
~ I 1 1 \ \ \ ~ ~ \ ~ JOB No: 17951
1 11
I I 1 1 ~ ~ ~ I \ I X11 ~ i i \ 1 1 I I 1 1 1 ~ DRAWING: 17951
I I 1 0l \ \ g I I I I 1\ DESIGNED: LMH
I I 1 11 1 11 1 ~ \ I I I I I > 1 I I II 1 DRAWN: LMH
I I 1 I I o \ \ I 1 1 1 I I 1 I I \
I 11~ \ \ I I I I I I \ 1 I I \ \ CHECKED:
I 1 I ~ I I I I I o f I \ \ ~ HORIZONTAL SCALE:
1 I \ \ I I I \ \ \ ~ 1" =100'
1 I i I \ I I I II \ \ ~ VERTICAL SCALE: ~ NA
LOT 29 I I I I I I ~ ~ ' I I ~ I I I \ \
I I ~ t ~HFFT Nt1
LO I I \ T 28 ~ l \ \ '-SCALE: V= 100'
i fEMP. SED. BASIN EMP. SED. BASINS ~i
l LOT 27 Ek-SP E I LEI- P E 100' 0 100' 200'
0 F 12

rq T Z ~~r1
V s, ~.f
? U
p w . ~q Z
q o -z ~ , ~
~ , . , o ~l//~j' Z N
L, y w U M
~r SITE o a t
~'1 MM w a W ~
5.R.1123 ~ N ~ Q
N LLJ N LL' r ~ ~ I~
~ ~N~
d oU~ o
- ~ FZN U W Q=~
LO?~ 38 _ - - f._ w ~0~ 3 ~ 0~~
~ I 1 ~ Q
LOT 37 ~ LOT 39 ~ / U U OAP °m w Z Umw ~
J / ~ Z o JU
- ~ ~ _ - = Z o~0 U Q ~ _ >
S.R. 1122 ~ 0~ Q
i ~ ~ _ 1 ~ ~ ~ ~ / Vl~ ,~o
~ LOT ~ ~ LOT 40 ' 36 ~ ~ LOT 4
'A ~ ~ LOT 3 LOT 44 ~ ~ LOT 41 42
i 'Q\ i NOT TO SCALE
,9 > 2 , - ~
i L_ _
~ ~ ~ 20' DRAINAGE ~ ~ ! EASEMENT
~ ~ I LOT 34 ~ I
I ~ LOT 45
i~,_ LOT 49 ~ ~ LOT 48 LOT 47 LOT 46
~ ~ LOT 50
LOT 33 - 1----- 4 a J 4~
LOT 51 \ LOT 55 ~ LOT 54 L Q m
~ \ OT 56 ~ Q
ERS LAh1 ~ Q WITH _ ~t LOT 53 4 Q
w ~ v,
~ _ EEASE. 2 ~ \ ~ RAINA~ w
4 LOT 32 ~G _ , - / h
I.OT 52 2 ~ / ! ~
,rc ~ V G / JG LOT 57
~ ~ ~ ~
~ ~sEpri~ LOT 59 EA~EM~n1~ ~ /
~V
~ ~ LOT 58 ~ ~ i ~ ~
~ ~ / ~ /
=..OT 31 LOT 60 ~ ~ So
f ~ y so-v FG~
~ /P ~ S
~/0~~~ GS \ i DRAINAGE ~ ti~ 5 ~ \'~~pi~
EASEMENT ~ LOT 61 iA \\9ti 20 DRAINAGE I ' S q'P ~ 9 ~ EASEMENT
i \G~, ~ / ~a tie
o \G~ l ~ Lnr rn ~ S 1
C ~'i F / \
p ~i / ~ ~
F LOT 63
\ \
i
L T ~ ~ 0 29
~ ~ ~
~ ~
LOT 28 ~ ~ \ ` ~
~ o
) ~~'r=
/ \ ~ LOT 27
~ - LOT 26

1
3 ~
~ 5~ ~ PAP/
5~~~ ~ LOT 25 ~Q~ . 25 m
LOr'!9 ~
~ Lor 2a ~ LOT 24
~ L so, OT 17 V
/R SO ~ i'~ G~ L LOT 23 0
~ - / 9ti RIPARI i ~i a
~ _ 50' NEB i ~ FFtiR ; U
~ ~ - /ARIAN 8U ~ s ~P ~ ` LOT 11 , NEU LOT 16 yo W Z o
\ LOT 22 ~
\ LCT s2 ~i S~ ~
~ LOT 15 -'RIA UFFE j A ~-1 , ~ . - RIPA FE j~'-~ ~
W
\ ~ LOT 13 i l ' ~ LOT 21
~ ~ ~ ~
LOT 14 ~ ~ POND a
i ~ (OPEN SPACE) E)
PHAS 2 i / ~ ~ w
PHAS 1 , LOT 1 FAR ~ ~ ~ ~ m LOT 20 ~ ~ LOT 10 ~
~~~P ~ ~ I / ~RSP ' PFER z
US 6V 5o NE R~Pc1 / ~ , ~ ' DATE: 3/12103
i tiPP ~sE% ~ I X08 NO: 17951
~ LOT 4 ; y ; LOT 7 i LOT 7 LOT 9
~ ~ LOT 2 LOT 3 _ - ! LOT 6 DRAWING: 17951 LOT 8
LOT 5 DESIGNED:
LMH LOT 19 DRAWN;
~ _ _ _ _ LMH
CHECKED: HORIZONTAL SCALE:
HgPEI
ROAD. 60' pig '~~'T VERTICAL SCALE: LICE 23'".~..,, NA

SHEET N0,
SCALE: V= 200'
200' 0 200' 400'
OF 1

CONSTRUCTION SE UEN Q CE PHASE 1
z.o' 2.0' 2.0' LEGEND
p~ VICINITY MAP z 0
1. OBTAIN ALL THE APPROVALS AND PERMITS NECESSARY TO BEGIN AND COMPLETE THE PROJECT. THFrF EXISTI NG GRADE `5~ TEMP. R ~ F~~ OCK CHECK DAM ~ Z
APPROVALS AND PERMITS INCLUDE, BUT ARE NOT LIMITED TO THE F ~ = - - _ OLLOWING; APPROVAL OF SUBDI . ISION ~ ~ ~ ~ ~ ~ 2~r _ ~ U J A W
1~ 1~ - - 0 2 OR SPECIAL USE PERMIT, SITE DESIGN, ZONING, ETC.; APPROVAL OF DESIGNS FOR STREETS, UTILITIES, E=TC.' 0 2• - I I - TEMP. INLET PROTECTION W ~ -1~ _ z ~
EROSION CONTROL PLAN APPROVAL AN ~ 1 ~ ~ -~T_ _ D GRADING PERMIT; ZONING COMPLIANCE PERMIT D ~ ~ I ~ - - - II ~ , RIVEWAY I I~-I I STONE APRON (SA) SITE U~ ~
PERMIT FROM NCDOT. THE APPROVALS MUST BE OBTAINED BEFORE THE DISTURBANCE BEGINS SO TF,aT - - - - - -~-11 l~-I_I f-TI f z ~ I ~_f ~1~1>T W ~
m TfT ~ m WORK WILL NOT BE INTERRUPTED DUE TO LACK OF APPROVED PLANS, ~ ~ ~ S.R. 1123 _ TEMP. SEDIMENT BASIN (TSB)
2. CONDUCT A PRECONSTRUCTION CONFERENCE PRIOR TO ANY DEMOLITION, TIMBERING, CLEARING, OR N ~ ~ ~
TEMPORARY DIVERSION DITCH GRADING WITH THE OWNER (OR REPRESENTATIVE), THE CONTRACTOR(S) RESPONSIBLE FOR THE RSION DITCH ~ w LEVEL SPREADER (LS) ~ ~
DISTURBANCE AND EROSION CONTROL, AND EROSION CONTROL PERSONNEL TO DISCUSS THE PROJECT' AND ~ x
THE EROSION CONTROL PLAN. TEMP, INLET P X ~ ~ ti ~ ~ ROTECTION w cv
3. INSTALL A RURAL TYPE MAILBOX FOR CONSTRUCTION CORRESPONDENCE AT THE SITE ENTRANCE OR FlT THE (OPEN INLETS} X L.L > 1` ~=N~ E
CONSTRUCTION TRAILER. KEEP A COPY OF THE APPROVED EROSION CONTROL PLAN IN THE MAILBOX. THE VAR, MR10 OUP 0 VAR, TYPICAL ROADSIDE DITCH w Z n? U
CONTRACTOR RESPONSIBLE FOR EROSION CONTROL MUST CHECK THE MAILBOX DAILY. W Q2~ ~ TEMP• SILT FENCE SF W ~ ~ ~ 3
4. INSTALL TEMPORARY GRAVEL ENTRANCElEXIT, PIPE 1, AND SILT FENCING. EXISTING GRADE ~ 0~~
5, CLEAR ONLY AS NEEDED TO CONSTRUCT EROSION CONTROL DEVICES SHOWN ON THIS PLAN. CONSTR .ICT - - TEMP. SILT FENCE OUTLET .1122 ~ ~ ~ a 1 _ S•R pg (J ~ rY 0
ALLEROSION CONTROL DEVIGES SHOWN ON THIS PLAN. MAINT I ~ ~_i I ~ ~--2'~ AIN EACH DEVICE THROUGHOUT ~ _ I = = o _ l l Ill ,ill _
CONSTRUCTION UNTIL INSTRUCTED TO REMOVE THEM. I' -i ~ ~ ~ _I I = _ - ~i I ~ I~.,III,;,lil;,,__, _ _ _ ~ I-1 ~ -1 ~ I-1 ~ I~~ CONSTRUCTION LIMITS ~~1 Q,. - o m U . _ _ _-111-111-111-111-! = z ~ ~ -
6. CONTACT EROSION CONTROL OFFICER FOR ONSITE INSPECTION. OBTAIN APPROVAL. NO DISTURBED A!zEA ~ ~ ~ ~ ~ . I I- _ - - - _ TEMPORARY DIVERSION DITCH (TDD U Z ~ 2 ~ _ 111 111_1 I I_I I I_I I I_I I I_ ) Q >
SHALL BE LEFT WITHOUT PROTECTIVE COVER FOR MORE THAN 15 WORKING DAYS. I ~ ~ ~ ~ ~ , ~ii_ ~ J -11,;,111-111,;,111-I I I,;,III I 11 i_ ~ NOT TO SCALE Q ~
7. INSTALL ALL PROPOSED STORM DRAINAGE, CHANNELS, LINERS, AND RIPRAP. INLET PROTECTION MUS? PE
INSTALLED PROMPTLY AT EACH STORM DRAINAGE PIPE INLET.
8. COMPLETE ALL GRADING PROPOSED IN THIS DRAWING SET. ROADSIDE DITCHES SHOULD BE SEEDED 0~2 OUTLET CHANNEL SECT ~NNEL SECTION DI TCHES
LINED WITH MATTING AS SPECIFIED, DITCHES ALONG TOE OF SLOPES REQUIRE CONSTRUCTION ACGOr'E?ING USE NORTH AMERICA4' GREEN LINERS AS REQI TO DITCH DETAILS, r J LINERS AS REQUIRED ON CHART DRAINAGE
9, PAVE ALL PROPOSED ROADS ACCORDING TO THIS DRAWING SET. FROM TO AREA Cc 110 Q10 DEPTH SLOPE V10 Td LINING (ac) (inlhr) (cfs) (h) (/o) (tps) (Iblft"2)
10. SEED AND STABILIZE ALL DISTURBED AREAS. SARI SR 1123 13+05 0.30 0.471 722 1.02 0,410 5.16 2.05 1.32 SEED NORTH AMERI CAN GREEN S75
11. WHEN THE SITE IS STABILIZED, AND VEGETATION IS ESTABLISHED, CONTACT THE EROSIO~J CONTROL. SAR2 13+07 PIPE 2 1.43 0.342 722 3.53 0.826 4.60 3.01 1.80 SEED, NORTH AMERICAN GR EEN SC150
OFFICER FOR AN ONSITE INSPECTION. OBTAIN APPROVAL. 6' 6' 5' SAR3 PIPE 2 20+34 0.32 0.268 722 0.62 0.395 2.27 1.33 0.56 SEED, NORTH AMERICAN GREEN S75
_ 12. REMOVE ALL TEMPORARY EROSION CONTROL DEVICES. PAVEMENT SHOULDER DITCH DITCH SAR4 20+3q 25+32 0.34 0.479 7.22 1.18 0.397 6.54 2.49 1.62 SEED NORTH AMERI ~e pE CAN GREEN SC150
13. INSTALL LEVEL SPREADERS. FINE GRADE AND SEED THESE AREAS, EXIS1 • GRP SAL1 SR 1123 13+05 0.31 _ 0.480 722 1,07 0.420 4.94 2.04 1.29 SEED, NORTH AMERICAN GR
14. CONTACT EROSION CONTROL OFFICER FOR AN ONSITE INSPECTION. OBTAIN FINAL APPROVAL. .0833 EEN S75 4; t tit 21~` SAL2 13+07 16+31 0.22 0.503 7.22 0.80 0.380 4.63 1.85 1.10 SEED, NORTH AMERICAN G ~v
REEN S75 SAL3 PIPE 2 20+34 0.06 0.530 7.22 0.23 0.250 4.01 1.30 D.63 SEED, NORTH AMERICAN GREEN S75
SAL4 20+34 PIPE 3 0.19 0.443 722 0.61 0.343 4.59 1.72 0.98 SEED, NORTH AMERICAN GREEN 7
TOTAL DISTURBED AREA: 5 34 ACRES ~ S5 SAL5 PIPE 3 25+32 0.54 0.438 7.22 1.71 0.376 8,55 4.03 2.01 SEED, NORTH AMERICAN GREEN P300
~ BRR1 SADDLE 11+03 0,05 0.532 722 0.19 0.250 4,18 1.31 0.65 SEED, NORTH AMERICAN GREEN S75 ROADSIDE DITCH ARMOR BRR2 +
.~7`~, vv 11 03 CDS 0,33 0,553 722 1.32 0.530 3.30 1.92 1.09 SEED, NORTH AMERICAN GREEN S75
v ~ USE NORTH A MERICAN GREEN LINERS AS REQUIRED ON CHART
(SADDLE RIDGE DR.) BRL1 SADDLE 11+03 0.14 0,385 722 0.39 0.409 1.07 0.92 0.27 SEED, NORTH AMERICAN GREEN S75
r / ~ BRL2 11+03 CDS 1.53 0.353 7.22 3,90 0.656 3.18 3.63 1.30 SEED, NORTH AMERICAN GREEN S75
J
DRAINAGE PIPES
LOT ?_6 ~ ~5F 6' DRAINAGE 5 5' Cc tc 125 Q25 HwID DIA TYPE LENGTH SLOP t~j~
I AREA(AC) (MIN) (INIHR) (CFS) (IN) (FT) t PAVEMENT SHOULDER DITCH DITCH DE ~ 6'
~ 5F U I`l TSB 4 1ST GFW 1 2.40 0.340 5.00 8.19 6.68 1,00 18 RCP 90 1.00 w' f EX (,f ~
y. LS TYPE A \ 2 1.75 0.371 5.00 8.19 2.66 0.51 18 RCP 76 1.00 t .y
c~ / \ SPOIL AREA .08 a~ 33- 3r1 ~(,P~' 3 0.34 0.437 5,00 8.19 122 <0.5 18 RCP 58 ~ ~G' - - 21 1.00 a . ~
T~ ~ ~
DRAINAGE STRUCTURES
r~3 / ,~x 1NV, IN INV .OUT
P / _ ~ti i ROADSIDE DITCH ARMOR ELEV. ELEV.
S ~ r ~ / r, TSB, , ~ ~ p`~+ LOT 25 FES 1 172.80
~ ~ Ir,?vfA ~ i USE NORTH AMERICAN GREEN LINERS AS REQUIRED ON CHART FES 1A 171.90
~ ~ a, i (BRIDLE CT.O FES 2 165.50
FES 2A 164.74
, / I~T15 FES 3 156,47 FES 3A 155.89

~ - n°~ i LOT 24 --~....~,,~w:M,. _ ..._..r...~~...... ~ ~l~ ~ 69 STONE APRON OUT:.ET DISSIP;4T ORS
fES 3A 9 \ 110 Q10 Qfull V10 VtuM
~ ~ SA 3 c (INIHR) (CFS) {CFS) (FPS) (FPS) L x W x D ZONE STONE
~ ~ I LOT 17 , ' I 1 7.22 5,89 10.48 6.06 5.94 6' x 4.5' x 1' 1 C ~ LASS a
SO' ~ ~ a 2 722 2.34 10.48 4.63 5.94 6' x 4.5' x 1' 1 CLASS A a 3 7.22 0.54
G J so. ~0 4~ ~ 10.48 2.97 5.94 6' x 4.5' x t' 1 CLASS A
~N euff / i 0 ~ Q i ~ fes 3 ~ ~ LOT 23 '
/ERpp,R~A / / GJ~ ;T'~ ` PIPES rv C HANNELS
~ ~ 5fl NEUS / ~ ~ ~ ° ~ / ~ o DRAINAGE C Itp Qip SLOPE LENGTH DEPTH Vip Td LINING SID
/ / / , TDD 2 ~ AREA (AC) c (INIHR {CFS ° " ESLOPES BOTTOM WIDTH ) C 1 I/o) (FT) (FT) (FPS) (LBIFT 2) (FT) ,
~ ~ / ~ ~ FES 2 ~ ` , / fE \ ~ ~ TSB 2 _ PIPE 2 1 2.19 0,363 7.22 €.74 0,60 40 0.890 1.71 0.36 SE 13 MAQ ED, NORTH AMERICAN GREEN S75 2:1 2
B~F ~ ~ / ~ - ~ Rip P~j ~ ~ ~ ~ v ~ 2 2.05 0.388 7.22 534 4.17 250 0.582 3.12 1.51 SEED, NORTH AMERICAN GREEN S75 2:1 2
~ ~ _ - N~~gE / c ~ ~ i 1 \ TDD 1 ~ ~ 50 ~ LOT 11 ~ \ ~ LOT .6 ~ as ~ I arse 1
i ~s o 1 fES 2n TEMPO RARY DIVERaION DITCHES
_ _ _ _ ! \p, ~ sA t ~ ~ LOT 22 DRAINAGE C Itp C`tp SLOPE LENGTH DEPTH Vtp
NNEL 1 Q ~ - ' LS TYPE A - N AREA (AC) ~ (INIHR) (f.;FS) (FT) (FT) (FPS}
2 1 1.43 0.314 7.22 ;624 1.67 60 0.756 2.84 m ~
/ u ~..OT 12 ~ ' Q"' 2 0.32 0.314 7.22 G.73 2.00 50 0.420 2.10 J
LOT 15 -~euFFERI ~ ~ ~ _ N , , ~
~ - ~ - ~ SSE RIPARIA / ~ ~~ti• 1
16 ~ ~ Q TEMPORARY SEDI P z M _NT BASINS w
CHANNEL 2 ~ , , ) REQUIRED PROVIDED ~ DRAINAGE DISTU?BED SURFACE SURFACE REQUIRED PROVIDED BASIN Z
\ TS8 ~ ' ~ 3 ST N Q LS TYPE A ~ ~ Q Z ~ SEDIMENT BASIN AREA AR _A AREA AREA VOLUME VOLUME DIMENSIONS 0 J
- ' LS PEA ~ SQ, ~ LOT 21 d ~ LOT 21 BASIN TYPE (AC) (AC) (SQ FT (SQ FT) (CU FT) (CU FT) (W X L X D) ~ Q
~ I s~ ~ A ,A~ 1 B 1.43 0,39 1412 1458 702 4374 27' x 54' x 3' ~ ~ Q 2 B 0.32 0.09 316 338 ~ 0
' ~ LOT 13 ~ \ ` G ~ ~ ~ C 162 1014 13'x26'x3' ~ W ~ 1 ~ 3 B 2.05 029 2089 2178 1782 6534 33' x 66' x 3' Z 0 Q
' 20' D POND t~ RAINAGE i 1 Q EASEMENT LOT 14 ~ (OPEN SPACE) O 4 B 0.34 0.34 ~ W 374 392 612 1175 14' x 28' x 3' - (/p
~ ~ ~ G /L 5 B 0.54 0.54 594 595 972 1785 17' x 35' x 3' - W
i i , ~ F _ _ ~ ~ ~ ~ t;, ~ ~ _ NOTE: TEMPORARY SEDIMENT BASIN SPILLWAY WEIR LENGTH SHALL ~ 2
~ i' ~ PHASE 2 ~ , W BE A MINIMUM OF 8 FEET FOR ALI. BASINS.
~ , M
_ - - 1 I / PHASE i ! O • W ~
/ ~ ~ Q o 9~~' O M
- ~ LOT 10 / ~ti O
/ / ~i / ~ Q %~4 ~ W
~ ~ ! ~ i i m Q~, LOT 20 ~
i \ _ z
\ ~ LOT 1 ~ ~ ~ \ ~ ~ r ~ ~ v ~ ~ ; ~ ~ ~ , DATE: 8119102
i '
/ ~ .„i'~ 'i / ~ ~ , ~ JOB NO. 17951
/ % ~ i ~ LOT-9- ~ ~ I DRAWING: . 17951
n ~ ~ LOT 4 ~ OT.9 ' ~ ~ ~ ~ , DESIGNED; LMH
~ LOT 7 I ti LOT 2 ~ L LOT 8
OT 3 LOT 6 LOT 5 ~ ` DRAWN: LMH
~ ~ry CHECKED: ~ o%
~ , - ~ ~ a ' ~ ~ HORIZONTAL SCALE:
I r,q~, ~ ~ r9o ~ ~ ~ : \ _ 1" =100' ti
L~~1'9 /80 VERTICAL SCALE:
FES 1 _ ~ ~ NA
PIPFit~ B I
„GRAVEL CONS CTION SHEET NO. ENTRMCE/EXIT
. . . .
FES A i SA t
RUC
R-rs
CHAP 2a;BCP SCALE: 1" =100' L Rpgp S~,..` 60 ' p S. R 7 u8L'C 123 RJW 100' o 100,
200
0 F 12

_ _ _
J ~ LEGE LEGEND DITCHES Z
DRAINAGE Ul 0
LOT 37 - ' ~ /l_ TEMP. RC AREA C 110 010 DEPTH SLOPE ViD Td LINING Z TEMP. ROCK CHECK DAM FROM TO ao ° (inlhr) (cis) (ft) (°h) (fps Iblfl"2 - U
i LOT 39 (I )1 ) ~ ~ SAR5 28+22 38+66 0.66 0.500 7.22 2,38 D.5B4 4.14 2.33 1.51 SEED, NORTH AMERICAN GREEN 575 W ~
~ ~ = TEMP. INt TEMP. INLET PROTECTION SAR6 38+66 40+60 0.11 0.528 7.22 0.42 0.365 1.55 1.44 0.35 SEED, NORTH AMERICAN GREEN S75 Z N `o
~ I ~U I = SAR7 4D+60 42+00 0.07 0.522 7.22 0.26 0.290 2.10 1.04 0.38 SEED, NORTH AMERICAN GREEN S75 ~ ~
~ I STONE AI STONE APRON (SA} - , Z 0 ~ SARK 42+00 49+25 0.44 0.516 7.22 1.65 0,606 1.46 1.50 0.55 SEED, NORTH AMERICAN GREEN S75 W M
~ _._.--1.0~43~ I ~ I LOT 4?i TEMP. SE SAR9 49+25 56+85 0.51 D.499 7.22 1,84 0,565 2.86 1.93 1,01 SEED, NORTH AMERICAN GREEN S75 _
LOT 40 I TEMP. SEDIMENT BASIN (TSB} SAR10 56+85 CDS 0,60 D.350 722 1.52 0,505 3.68 1.99 1.16 SEED, NORTH AMERICAN GREEN S75 ~ ~
LOT 41 ~ i ~ ~ / ? ~ F-
LOT 36 p, ~ i LEVEL SP ,p ~ ~ LOT 44 LEVEL SPREADER ? SAL6 28+22 38+66 3.80 9.297 7.22 8.15 0.757 4.14 4.75 1.96 SEED, NORTH AMERICAN GREEN P300 h ~ Q
I G G I i TEMP.INt SF SALT 38+66 40+60 0.57 0.345 7.22 1,42 0.570 1.55 1,45 0.55 SEED, NORTH AMERICAN GREEN S75 • WNLL TEMP. INLET PROTECTION SALE 40+60 PIPE 1 5.53 0.325 7.22 12.98 1.182 1.52 3.10 1.12 SEED, NORTH AMERICAN GREEN S75 ~ ~ N ~
~ i I ~ ~ % (OPEN INl (OPEN INLETS) SF SAL9 PIPE 7 49+25 2.28 0.309 722 5.09 0.874 1.61 2.22 0.88 ~ ~
C~ 9 ~ a~ ~ 0 DRA NAGE TYPICAL I MR10 SEED, NOR1H AMERICAN GREEN S75 ~ U 0 TYPICAL ROADSIDE DITCH SAL10 49+25 PIPE 8 1.40 0.318 7.22 321 0.743 1.66 1.94 0.77 SEED, NORTH AMERICAN GREEN S75 ~ Z N U
FES 8A ~ EA SA 7 ~ SEMENT W Q=~ ~ SAL11 PIPE B 54+50 2.35 0.379 722 6.43 0.872 2.61 2,82 1.42 SEED, NORTH AMERICAN GREEN S75 W ~ ~ 3
TEMP. SIL LOT 35 ~ ~ TEMP. SILT FENCE SF ~ ~ ~ ~ Q SAL12 54+50 56+85 2.51 0.379 722 6.87 0.708 4.18 4.57 1.85 SEED, NORTH AMERICAN GREEN P300 ~ ~ O ^
- TEMP. SIL ~ ~ ~ TEMP. SILT FENCE OUTLET SAL13 56+85 50+50 2.60 0,388 722 7.28 0,735 3.86 4,50 1.77 SEED, NORTH AMERICAN GREEN P300 ~ ~ ~ ~ a
FES 8 - 1 PIPE 8 ~ 5 0 ~ - U 00 ~ ~ Z [JmW
/ ~ o _ CONSTRL CONSTRUCTION LIMITS ~-~~1 WR1 SADDLE 11+69 0.17 0.416 7.22 0.51 0.400 2.15 1.29 0.54 SEED, NORTH AMERICAN GREEN S75 - Z p ~ U = Z p='0
/ ~ o y~ ~ h TEMPORA f TEMPORARY DIVERSION DITCH TDO WR2 11+69 12+82 0.57 0.393 7.22 1.62 0.702 0.95 1.32 0.42 SEED, NORTH AMERICAN GREEN S75 U Q 2 ~ ~ J
- ' 18~ ~ I CHANNEL 5 Q 0_ WL1 SADDLE 11+69 0.27 0.373 7.22 0.73 0.443 2,48 1.48 0.69 SEED, NORTH AMERICAN GREEN S75
~ , TSB 15 WL2 11+69 11+71 0.06 0.502 722 0.22 0.230 0,95 1.63 0.14 SEED AS PER SEEDING SCHEDULE
a I LS TYPE A ~ cc
s0 ~ o ~p ~ STR1 SADDLE CDS 0.24 0.500 7.22 0.87 0.430 4.34 1.92 1.16 SEED, NORTH AMERICAN GREEN S75 N
LOT 34 s i ROP,INLET5
~ PIPE s ~ LOT 45 STL1 SADDLE CDS 0.72 0.369 722 1.92 0.571 4.20 2.32 1,50 SEED, NORTH AMERICAN GREEN S75 2.0' 2.0' ~
LOT 48 LOT 47 LOT 46 LOT 49
G~~ - `~~g1'~ BUR1 SADDLE 11+20 0.08 0.521 7.22 0.30 0.290 4.14 1.44 0,75 SEED, NORTH AMERICAN GREEN S75
EXISTIN EXISTING GRADE ~ i BUR2 12+85 14+79 0.14 0.492 7,22 0,50 0.351 4.05 1.62 0.89 SEED, NORTH AMERICAN GREEN S75
1- - - ~ ~ BUR3 14+7g CDS 0.15 0,584 7.22 0.63 0.400 3.25 1,58 0.81 SEED, NORTH AMERICAN GREEN S75 1- -1Tf- -1T(- ~•7 o z~ iT~ -
=1 ~ . ~ L-I 11-1 I f; ~ T=1 11-1 I f~1ml I ~~-I I J,'I j I' ~'I 'T III- BULL SADDLE 11+26 O.B2 0.438 7.22 2,59 0,621 4.14 2.69 1.60 SEED, NORTH AMERICAN GREEN SC150
~ LOT 50 ~1 ~ ~ _ ~ - ~ ~ ~ BUL2 12+74 14+79 0.33 0.383 7.22 0,91 0.440 4.0 1,8 .1 5 8 1 1 SEED, NORTH AMERICAN GREEN S75
i _ ~ I I I_ ~ ' i I' BUL3 14+7g CDS 0.17 0.546 7.22 0.67 0.400 3,74 1T0 0.93 SEED, NORTH AMERICAN GREEN S75
~ ~ I _.._L
TEMPORARY DIVERSION DITCH
LOT 33 % I DRAINAGE PIPES
J ~ I DRAINAGE 10 145 QY5 HwlD DIA TYPE LENGTH SLOPE
FES 7 LOT 51 ~ ~ LOT 55 ~ i PIPE 7 ~ LOT 54 AREA (AC) Cc (MIN) (INMR) (CFS) (IN) (FT)
LOT 56 4 5.53 0.332 10.67 6.88 12.83 0.95 24 RCP 52 5.00 VAR. 5 5.72 0.339 5.07 8.17 15.82 24 RCP 127 2.00
~o o 6 5.72 0.339 5.21 8.14 15.78 24 RCP 60 2.00
7 2.66 0.321 7.48 7.60 6.49 0.95 18 RCP 58 1.00
LOT 53 ~ ~ l ` ' ~ EXISTING GF EXISTING GRADE 8 1.84 0.340 5.00 8.19 5.12 0.85 18 RCP 57 1.00
FES 7A / CHANNEL 4 -m-r NE r ~ ~ t TSB 14 - - III=1 I =1 I I=1 ~ I-_2•~ 21 = ~ I-1 ~ - 9 3.91 0.339 5.00 8.19 10.86 0.85 24 RCP 63 3.17
Il'HERS LA sA s ~ 111-111_ W P~E i ~ LSTYPEA - - IC R(W ~l , ~ I-III-I -1 I I-1 I I-111-1 I I- ~ - I I-1 I I-1 I I-1 I I.
50 PUBL UGG RIW ° B ~ III-III= ~ ~ V8~1 ~ 30' DRAINAGE III=III-III-III=III,~,III; _ _ _ _ = II1=1II-1I1=1II ~ ''-III; III.III-III-III-III-III=III ; i DRAINAGE STRUCTURES
5O P s iEASEMENT / ''-111,;,111-111,;,111=111,;,111; ~
LOT 32 _ ~ .J ~p = ' TSB'13 a i . f III_ i RIM INV. IN INV. OUT ELEV. ELEV. ELEV.
~ ~ Op n ao LS TYP~~ ~ ~,.c~ . ~ ~ FES 4 164.32 ~
t 2~ / a LOT 5 ~ OUTLET CHANNEL SECTION DI1 1ss.e1 161.72 161,33
USE NORTH AMERICAN GREEN LINERS AS REQUIRED ON CHART JB 2 169.07 158,79 158.69
I ~ ~ ~ ~ ~ 'FES9 FES 6 157.49
' ~ PIPE 9 ~ a LOT 57 ~ T 612 l ,o A FES 7 175.87
~ ; e LSTYPE~•A'' ~ "Q FES 7A 17529
~ LOT 34 ~ ~ \ ~ ~ a~ ' FES 8 177.33
LOT 33a ~ Vic' ~ TSB 11 A \ LS TYPE A ~ 6' 6' 5' FES 8A 176.76
~ s i.OT 59 LOT 58 \ PA FES 9 158,00 ~ PAVEMENT SHOULDER DITCH DITCH
LOT 32a ~ SEPTIC , ~ \ Fr_S ~A ~ \ EASEMENT i ~ ~48 \ GRppE FES 9A 158.00 ~X1S
\ \ ~i a \ ~ \
i / / 0833- 4:1 ~F:, TRIPLE CMP (CALCULATED . ~ !SGS WATER RESOURCES INVESTIGATION REPORT 96-4084 PROCEDURES)
v v / v ~ \ ~ DRAINAGE DRAINAGE IMPERVIOUS RURAL URBAN HwID DIA LENGTH SLOPE INV. IN INV. OUT
TSB ~o / ~ LSTYPEA • . , \ / AREA (AC) AREA (MI"2) AREA (90) RC DOFF (CFS) RUNOFF (CFS) {IN) (FT) (°k) ELEV. ELEV.
/ - L.01~60 \ 879 1.4 18 584 980 1.53 72 100 0.30 115.10 114.80
LOT 31 / \ ~ ~ . o. ti
/ ~ I ~ ~A ~ ~ G~ ROADSIDE DITCH ARMOR STONE APRON OUTLET DI IPAT R SS 0 S
TDD \ D / ~ \ 0~ ~ U; TSB 9 \ PIPE 5 / / \ \ NF\ ~A A USE NORTH AMERICAN GREEN LINERS AS REQUIRED ON CHART I O Q V V t,:~s~e;?s.
/ / ~ \ GSF 9 9~i (SADDLE RIDGE DR.) IN~HR CFS CFS FPS FPS L x W x D ZONE STONE , '~,t. sr, ( ) ( ) ( ) ( ) ( I , ~l . k~,c
/ / CHANNEL? ~ \ \ ~i 9 \ ~ ~ / LS TYPE P \ \ pq\ B 4 224.12 231.48 7.93 8.19 25' x 22.5' x 2' 3 CLASS 1 , ' . ~ S i j ~'i
\ ~ ECK ~i B G,~ Ao • \ 9ti~ T 5 6.01 11.61 31.93 9.25 10.17 12' x 8' x 1.5" 2 CLASS B s°°,>
o A DAM \ V\ BG \ \ T ~ FES4 \ 62 I T 1 \ ~F\ ~ 6 6.66 5.70 10.48 6,00 5,94 6' x 4.5' x 1' 1 CLASS A o C';1:- P• 'o e ,._.i'Fa., -
\ PIPE 8 ~ 6 S \ ~ PIPE 4 ~ 0- \ \ \ \ 20' DRAINAGE ) > n,? F 7 7.22 4.52 10.48 5.64 5.94 6' x4.5' x 1' 1 CLASS A ~ .~~;.~~;3
~ FES 6 ti \ / F ~ EASEMENT TDD 4 ~ ~ ~ V A 6' 5' S' 8 722 9.5T 40.19 10.50 12.80 12'x6'x1.5' 2 CLASSB I. 0~~'~~~;~~ t, ° a ,
TSB 8 ~ ~SA 5 ~ S~ V\V ~ PA o ~ ~ \ \ ~ cSO, l o A \ PAVEMENT SHOULDER DITCH DITCH G~OE F
~ ~ / A \ \ 9ti \ CHANNELS ,
G 0 s \ ~ 9 ~ \ ~ .0833 P~' 31117 DRAINAGE 110 010 SLOPE LENGTH DEPTH V10 Td LINING SIDESLOPES BO'ZOMWIDTH
~ ~ ~ . F A~ ~ ~ ~ \ > I o AREA(AC) Cc INIHR CFS % FT FT FPS LBIFT^2 FT ( ) ( ) O ( 1 ( ) ( ) ( ) ( )
LOT 62 \ S / L ~ / ~1r o, ~ 3 5.80 0,339 722 14.20 4.97 30 0.623 4.35 1.93 SEED, NORTH AMERICAN GREEN SC150 2:1 4 m ~
LOT 30 ~ a ~ ~ ~ / 4 0.49 0.471 7.22 1.67 13.27 220 0206 3.35 1.71 SEED, NORTH AMERICAN GREEN SC150 2:1 2 J
~ ~ / ~ ~ 5 3.28 0.379 722 8.98 4.91 100 0.500 3,60 1.53 SEED, NORTH AMERICAN GREEN SC150 2:1 4
~ / ~ \ ~ / ROADSIDE DITCH ARMOR
CONSTRUCTION SE UENCE PHASE 2 \ / Q _ \ U. USE NORTH AMERICAN GREEN LINERS AS REQUIRED ON CHART TEMPORARY DIVERSION DITCHES z
/ (BUGGY LN., WITHERS LN. & STIRRUP LN.) Q DRAINAGE Cc 110 010 SLOPE LENGTH DEPTH V10 Z m
1 \ 1. OBTAIN ALL THE APPROVALS AND PERMITS NECESSARY TO BEGIN AND COMPLETE THE AREA(AC) (INIHR) (CFS) (/o) (FT) (FT) (FPS) C) Z
LOT 63 3 3.90 0.311 722 8.76 4.29 35 0.920 5.18 ~ W
PROJECT. THESE APPROVALS AND PERMITS INCLUDE, BUT ARE NOT LIMITED TO THE U ~ 4 0.54 0.310 7.22 1.21 3.33 30 0.460 2.88 ~ N 0
FOLLOWING: APPROVAL OF SUBDIVISION OR SPECIAL USE PERMIT, SITE DESIGN, ZONING, 5 4.89 0.323 722 11.40 5.00 30 0.987 5.86 Z 0 W
ETC.; APPROVAL OF DESIGNS FOR STREETS, UTILITIES, ETC.; EROSION CONTROL PLAN ~ APPROVAL AND GRADING PERMIT; ZONING COMPLIANCE PERMIT; DRIVEWAY PERMIT FROM 0 0
NCDOT. THE APPROVALS MUST BE OBTAINED BEFORE THE DISTURBANCE BEGINS SO THAT (n D TEMPORARY SEDIMENT BASINS - a
~ s WORK WILL N T BE INTERR PTED E LA PPROVED PLANS. ` ~ 0 U DU TO CK OF A / \ > Q REQUIRED PROVIDED ~J,J
~ , ~ \ 2. CONDUCT A PRECONSTRUCTION CONFERENCE PRIOR TO ANY DEMOLITION, TIMBERING, , DRAINAGE DISTURBED SURFACE SURFACE REQUIRED PROVIDED BASIN MIN.
~ ,y ~ ~ \ CLEARING, OR GRADING WITH THE OWNER OR REPRESENTATIVE ,THE CONTRACTORS P \ ~ SEDIMENT BASIN AREA AREA AREA AREA VOLUME VOLUME DIMENSIONS WEIR LENGTH BASIN TYPE (AC) (AC) (SOFT) (SQ FT) {CU FT) (CU FT) (W X L X D) (FT) W O
~ ) RESPONSIBLE FOR THE DISTURBANCE AND EROSION CONTROL, AND EROSION CONTROL ~ ' ° 6 B 0.77 0.66 831 882 1188 2646 21' x 42' x 3' 6 Q
PERSONNEL TO DISCUSS THE PROJECT AND THE EROSION CONTROL PLAN. \ \ 7 B 3.90 0.88 3815 3872 1584 11616 44' x 88' x 3' 8 ~ M
3. INSTALL A RURAL TYPE MAILBOX FOR CONSTRUCTION CORRESPONDENCE AT THE SITE ~ ~ \ 8 B 0.54 0.11 526 528 198 1584 16' x 33' x 3' 6
ENTRANCE OR AT THE CONSTRUCTION TRAILER. KEEP A COPY OF THE APPROVED EROSION lOT 29 ~ _ ~ ~ \ ~ 9 B 4.89 0.74 4967 5000 1332 15000 50' x 100' x 3' 10 W
~ CONTROLPLAN IN THE MAILBOX. THE CONTRACTOR RESPONSIBLE FOR EROSION CONTROL \ / 1 1 4 m , 10 B 0. 3 0.13 143 62 234 86 9' x 18' x 3' 6 ~
~ ~ . MUST CHECK THE MAILBOX DAILY. \ / _ _ 11 8 0.14 0.14 154 162 252 486 9' x 18' x 3' 6 Z / _
\ \ 4. INSTALL TRIPLE CMP AS PER PLAN INSTRUCTIONS. ~ 12 B 0.59 0.53 640 648 954 1944 18' x 36' x 3' 6 DATE:
5. CLEAR ONLY AS NEEDED TO CONSTRUCT EROSION CONTROL DEVICES SHOWN ON THIS PLAN. ~ \ \ ~ ~ / / ` \ 13 8 0.33 0.33 363 392 594 1176 14' x 28' x 3' 6 8119102 JOB NO.
\ CONSTRUCT ALL EROSION CONTROL DEVICES SHOWN ON THIS PLAN. MAINTAIN EACH DEVICE LOT 28 TSB 6 \ ~ ~ / ~ 14 B 0.49 0.49 539 578 882 1734 17' x 34' x 3' 6 17951 / ~
THROUGHOUT CONSTRUCTION UNTIL INSTRUCTED TO REMOVE THEM. \LSTYPEA ~ / 15 8 3.28 1.91 3353 3362 3438 10086 41' x 82' x 3' 8 DRAWING; PEA / ~ ! „ ~ 17951
6. CONTACT EROSION CONTROL OFFICER FOR ONSITE INSPECTION. OBTAIN APPROVAL. NO ~ ~ ,~20~ ' 20' i ~ ~ DESIGNED:
DI T B A A FT WITH T PR T TIVE COVER FOR MORE THAN 15 WORKING DAYS. / ' ~ ` 7~ ~ S UR ED REA SH LL BE LE OU 0 EC LOT 27 \ ~ ,,o' LMH 7, DRAwN: LMH
T~IP~E - 7. INSTALL ALL PROPOSED STORM DRAINAGE, CHANNELS, LINERS, AND RIPRAP. INLET PROTECTION ~ TIP E' -
. MUST BE INSTALLED PROMPTLY AT EACH STORM DRAINAGE PIPE INLET. ~ l ~ . CHECKED: LOT 26
TDD 3 / ' ~ ~ ~ 8. COMPLETE ALL GRADING PROPOSED IN THIS DRAWING SET. ROADSIDE DITCHES SHOULD RESEEDED ~ TSB 7 y , j/ ' iyF HORIZONTAL SCALE: r ~ ~ • / ~„=100'
OR LINED WITH MATTING AS SPECIFIED. DITCHES ALONG TOE OF SLOPES REQUIRE CONSTRUCTION ~ LS TYPE A
ACCORDING TO DITCH DETAILS. 11' ° yF VERTICAL SCALE: "v' ~ NA ~M TSB 4 ~
9. PAVE ALL PROPOSED ROADS ACCORDING TO THIS DRAWING SET. ~ LS TYPE A
an nrrn nnin ernnu i~r ni i nier~ innrn nnene ~ ~ ~~R r cu~Gr nln
I V. OCGU MIVU O 1 fADILiLC /ALL UIO I UISDGU MRCMO. r?` SPOIL AREA
11. WHEN THE SITE IS STABILIZED, AND VEGETATION IS ESTABLISHED, CONTACT THE EROSION CONTROL / / ago J sooo 1 !
OFFICER FOR AN ONSITE INSPECTION. OBTAIN APPROVAL. 3
12, REMOVE ALL TEMPORARY EROSION CONTROL DEVICES. 9E
13. INSTALL LEVEL SPREADERS. FINE GRADE AND SEED THESE AREAS. / y 2 .
14. CONTACT EROSION CONTROL OFFICER FOR AN ONSITE INSPECTION. OBTAIN FINAL APPROVAL. Ts P~'P ~TYPe A Ts LOT 25 SCALE: 1" =100' Y : SrTYPE.A
x 100, 0 100, 200
TOTAL DISTURBED AREA: 7.66 ACRES ; OF 12

_ _ _
CARRY RIPRAP UP 1~ MIN. 2' MIN. ( TYPICAL CHANNEL LINER INSTALLATION NOTES: Z ~0
SIDES OF SPILLWAY 1' MINIMUM ' VEGETATED MAT LINER' NORTH AM1f GA'^!W GREEN P300 PH3 I A WASHED STONE PAD TO BE 50'L X 25'W X 8"TH MINIMUM. IF THE AAl01NING RDADWAY IS Z WIDER THAN 25', THEN THE WASHED STONE SHALL BE AS WIDE AS THE AAl01NING R(IADWAY,
MIN. BERM ELEVATION FREEBOARD nusoseeowtssruvoAC,Rass I B. TURNING RADIUS SUFFlCIENT TO ACCOMMODATE LARGE TRUCKS 15 TO BE PROVIDED. ~ U C. ENTRANCE(S) SHOULD BE LOCATED TO PROVIDE FOR MAXIMUM UTILftY BY ALL LU ~
~OIY MAX, STORMWATER CAPACItt ~ I - - _ _ vueABI.E CONSTRUCTION VEHICLES, W ~ D. MUST BE MAINTAINED IN A CONDmON WHICH WILL PREVENT TRACKING OR DIRECT FLOW Z to .O
~5 WASHED STONE 3' MIN, j FLOOD STORAGE ZONE OF MUD ONTO STREETS, PERIODIC TOP DRESSING WITH STONE WILL BE NECESSARY; KEEP rr~n1 Z ~ (0 ) SOME HANDY. V
4' MIN AF E. ANY MATFRW. WHICH STILL MAKES R ONTO THE ROAD MUST BE CLEANED UP IMMEDIATELY. Z O ~ N w U M
NA7FRIAL I I Ii srAPtFnIN I- I 1,5' MAX. SEDIMENT DEPTH ~1 Rlp_ "r` - j! I NORTH I. s•
B' MIN. - - - .III=1 i t AMERICAN \ y (,5 cm) o /i /i ~
r - i - - - ~ - - BASIN IS TO BE CLEANED WHEN 1' MIN, '-I ~a ~-III=III=III=1 - m - = I ~ _ II-III i SEDIMENT REACHES THIS LEVEL 15' MIN, _ _ _ _ _ - _ _ - - = I- t. -1, / / ~ F V ~ GREEN
- - - - _ - - - - i III III III III III _III___ __I ~ -III III I ~ ~ 2 - x i 0 jl (1 cm) y ~
SECTION THRU BASIN AND FILTER ~ I -I = _ _ _ ~uwm = _ _ - _ _ _ - I- !y I I-I I I_I I I_I I I_I I. ~ _I I I_I I I-I i i_ I ~ ~ _ _ _ I I III III III I ~D~ ~ w N
EXTEND CLASS 1 RIPRAP _I I I- I = - - - - - - - - - I ~ L r .d.•,'.''' ~ III-III-~ _I I I_I I I_I I I_I I I_I I _ I_ I-I ~ '.:.:..'e'.'. , _____III II UP SPILLWAY SIDESLOPES X10 "-I I 1=~ I I ~ - - - - - - -I 1 1 Did ~ N M
w ~ ~_-I I I_I I I-I I--- I- I III III II 10' MIN. \ ' ' '-III-III-III-III-
~ 3' y,
1' MIN. FREE BOARD R * * I a 5f * , ,vnvsr~a';¢vrr;;.ISti}Y+vR~iriik~.,~,;r,~r+ra,;,v~y' p DIMfNr 1 IE1kl SPREADER DETAIL -CROSS SECnON
J' . . 'r;~'rl?riiii'2~'ti;ti~'i'r'~tifr,~}iii;~lilti~Y~'1,'ritiii?i~i~i;~lti~iili'i'r,;ii+~
3' MIN. ;v;,ti;'rvr;rs,~;,'rr;,'a,;;r,v;w;;;;;~, ~ ~R . Xtitif• „a., ~l I ~ihli~iki'''rIirii}'r.;v;?;tivi;R+rYi+ri;v~'r~r'rk pp 9fgM \ , , , iv~iviii~ni'rEiilv8~8v'r'r 5 WASHED STONE ' . ~ ~ r ^ ~ • (10 cm) ; 6" MIN ~ , ~ H - <n U
~ ~ ~ VA \ . I~tIC~IF~ll~lk~l" I 11/f
/ ] , , WASHED STONE Y r ~ ~ J
SECTION THRU BERM AND FILTER PERSPECTIVE VIEW " • ~ /VA//~
~ \ II 0 ` - NOTES: APPLICABLE AT ALL POINTS OF INGRESS AND EGRESS I \ ~ ~ cm-1 . cm) UNT1L SRE IS STABILIZED, FREQUENT CHECKS OF
M / TEMPORARY SEDIMENT BASIN ,~A,~ • • • . • • THE DEVICE AND TIMELY MAINTENANCE MUST BE PROVIDED.
ol~EaaaN . , n o anAeE • . \/i///~ AA//VA~ //AAj/A . . /~/i/ vv~vv~ , , • , • , • , • , • B TEMPORARY GRAVEL CONSTRUCTION .
. • . ~ . • . . ~ . s~aPE g• /iv/i~T ~ ~ ~ ENTRANCE EXIT
• • • • srASUan
` . • © ® LENGTH
• • • • • • 1, PREPARE SOIL BEFORE INSTALLII BEFORE INSTALLING BLANKETS INCLUDING ANY NECESSARY APPIfCATION OF LIME FERTILIZER AND SEED. NOTE: .e , ,
WHEN USING CELL-O-SEED DO • ~ ` ~ • ~ ~ y • ~ ~ ~ • • ~ V 2. BEGIN AT THE TOP OF THE CHI CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN,
\ / WITH APPROXIMATELY 12 (30cn TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6" (15cm) DEEP X 6" (15cm) WIDE TRENCH 3 0 MAYFLY 12" (30cm) OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE t~ o
\ \ ° / ~ ~ ~ ~ ~ • . " • ~ BLANKET WITH A ROW OF STAPI ~ . • • AND COMPACT THE TRENCH AFT A ROW OF STAPLES/STAKES APPROXIMATELY 12 (30cm) APART IN THE BOTTOM OF THE TRENCH, BACKFlLL o e~ THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30cm) PORTION
~ ~ ` OF BLANKET BACK OVER SEED / ? • . w • • p ~ ~ \ ~ ~ ~ ~ SPACED APPROXIMATELY 12 (3 SACK OVER SEED AND COMPACTED SOIL, SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES p OXIMATELY 12 (30cm) APART ACROSS THE WIDTH OF THE BLANKET. ~
CLASS 1 RIP RAP(SEE SECTION THRU BASIN BELOW) ~ / ~ ~ ~ ~ ~ ~ ~ ~ ` 3. ROLL CENTER BLANKET IN DIRE( BLANKET IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL BLANKETS WILL UNROLL WITH APPROPRIATE SIDE RIP-RAP °
~Ow ~ ~ / / ~EVa sPeEADER cerAlt AGAINST THE SOIL SURFACE. A SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES
~ \ IN APPROPRIATE LOCATIONS AS SHOULD BE PLACED THROUGH ! iE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM"', STAPLES/STAKES ° LACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. tt
coasmucnoN s+Eancnnavs ~ CLASS 1 RIP RAP HEADWALL 4. PLACE CONSECUTIVE BLANKETS INVERT t. THE NAT1eI0 SHWU) E£ A AANINUM OF A-FT, HIDE EM1EImINO a INCN3 01Eit 1ME UP AND BUPom ^ TI K N R N H N ME WITH A 4"-6" 10 m-15cm OVERLAP. USE A OUBLE ROW OF 1 J „U VE BIAN ETS E D OVE E D (S I GLE S ) ( c ) D J
FLOW--~ PIPE eAalNU~ a~onnl".r ar~~o ANO ~ ~~r H~ i ~ ~TM ~v ~A n1DNE~w• Dun• STAPLES STAGGERED 4" (10cm) 'GERED 4" (10cm) APART AND 4 (tOcm) ON CENTER TO SECURE BLANKETS.
\1 ~ " NRE STAPLES Ar IEASr t2 INCHES ~oea 5. FULL LENGTH EDGE OF BLANKET j ~ ,r. , _ ' 2 ENSURE 7HAT 1ME SPREADER UP IS U?Rl. FOR UNFORII 9PREADINO OF STOAN RUNOFF, _ - ~ a caNSmucr 1NE tE4Ei. sP~ADER aN UNDISn1RAFD sd~ Npr oN n 12" (30cm) APART IN A 6" (1 E EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY P ANN ,PART IN A 6" (15cm) DEEP X 6" (15cm) WIDE TRENCH. BACKFlLL AND COMPACT THE TRENCH AFTER STAPLING.
~ ' ~ 4. cansmucr A so-Fr. mANSnax sECnoN rxaN THE a~nsa+ au+~ia m a~NO sNaoaaY ro ~ wDTN ANO OFPTH of THE SPREADER. ~ /~~~~~~~~~j1 ~ ~ / ' a Raarr rxaN THE sPwE~n¢t AOROSS A moPmEr srA~uaD s~ Nor m E>r~ 6, ADJACENT BLANKETS MUST BE I EXISTING GRADE JuKETS MUST BE OVERLAPPED APPROXIMATELY 2"-5" (5cm-12.5cm) (DEPENDING ON BLANKET TYPE) AND STAPLED. TNL DRCH
SfOIMf 1~~~~~~~/j #5 WASHED STONE. i' THICK X 3' HIGH MIN. a NUmIANT~EI.Y~AF~iFItNE~s~EI~s~~~aw~Per~w~on~~olcErrrtowc>~aucaNCa+mAnNa TO ENSURE PROPER SEAM ALIG Tar sm AND NuIDx THE ENTAtE DIS7URBFD ~ STORAGE AREA / AREA of THE sPREMER. WITH THE COLORED SEAM STITCI ROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN FLARED END SECTION (LENGTH AS REQUIRED)
ORED SEAM STITCH ON THE BLANKET BEING OVERLAPPED.
~ ~ 7, iN HIGH FLOW CHANNEL APPLIC, ` ~ A DOUBLE ROW OF STAPLES ST CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT (9m-12m) INTERVALS. USE RIP-RAP W OF STAPLES STAGGERED 4 (tOcm) APART AND 4" (10cm) ON CENTER OVER ENTIRE WIDTH OF THE CHANNEL - _
CONSTRUCTION PARAMETERS ~ / I TYPE ENTRANCE 1:' OTH DEPTH END WIDTH LENGTH 8, THE TERMINAL END OF THE BLI F ~ END OF THE BLANKETS MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30cm) APART
t IN A 6 (15cm) DEEP X 6 (1 t~4IEi GRAVEL & RIP RAP FlLTER BERM A 10' 0.5' 3' 10' n) DEEP X 6" (15cm) WIDE TRENCH, BACKFlLL AND COMPACT THE TRENCH AFTER STAPLING.
~ BASIN DETAIL IS DESIGNED TO PROTECT B t6' 06' 3' 20' A C 24' 0.T 3' 30' B NOTE: SECTION
PERSPECTIVE VIEW ACRES ORIPLESS~ERTS THAT GRAIN 10 D D 24' 0.8' 3' 40' B C CRITICAL POINTS « HORIZONTAL STAPLE SPACING SHOULD BE ALTERED FlLTER FABRIC
E 24' 0.9' 3' S0' F 24 1.0' 3' DO' A. OVERLAPS AND SEAMS IF NECESSARY TO ALLOW STAPLES TO SECURE THE ~ B. PROJECTED WATER LINE CRITICAL POINTS ALONG THE CHANNEL SURFACE.
A C. CHANNEL BOTTOM/SIDE IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE g ~ RIPRAP FES SLOPE VERTICES OR STAKE LENGTHS GREATER THAN 6" (15 cm} MAY i1
B -B BE NECESSARY TO PROPERLY ANCHOR THE BLANKETS.
4 LEVEL SPREADER ~ ARFAS TO BE DISTURBED SEDIMENT STORAGE PIPE INVERT C
(CUT, FILL, ETC.) 11 FLOOD STORAGE ZONE RIP RAP HEADWALL 14649 HIGHWAY 41 NORTH, EVANSVILLE, INDIANA 47725 USA 1-800-772-2040 CANADA 1-800-448-2040
1' 2' m NATURAL www,nagreen,com
1 5 3' `-_--GROUND SEEDING SCHEDULE
1.5 ~ FLOW-~ ~pw (REVISED: 1-1-86)
~4IE, CLASS 1 RIP-RAP FILTER FABRIC DIMENSIONS ARE
MINIMUM ACCEPTABLE X57 WASHED STONE UNLESS OTHERWISE MAX. SEDIMENT DEPTH(CLEAN OUT POINT) , 6 INSTRUCTIONS FOR DITCH LINER Shoulders, Side Ditches, Slopes (Max 3:1)
NOTED. 11 DATE TYPE PLANTING RATE
Aug 15 -Nov 1 Tall Fcacue J00 Ibs/acro
SECTION THRU BASIN, FILTER AND CULVERT PIPE Nov 1 -Mar 1 Tall Fescue 300 Ibe/acro e Abnnsf Rye 25 Ibe/acro
Ysr 1 -Apr 15 TaA Fescue 300 Ibe/acro
Apr 1S -Jun 30 Hulled Common Bernsrdagraee 25 Ibe/oae
2 TEMPORARY INLET PROTEC110N Jul 1 -Aug 15 Tab Feecw arxl 120 Ibe/ocro '"+Browntop Mlllet 35 Ibe/ocro
'++or Sorghum-Sudon Hybrids 30 Ibe/ocro
4' Slopes (3:1 to 2:1)
- _ , Mar 1 -Jun 1 Sericea Lespedeza (acarlRed) 50 Ibs/ocre
SILT rFv~~c SILT FENCE. ~ M. & ,
A 1"DIAMETFU wA$NED (Mar 1 -Apr 15) Add Toll Feecue 120 Ibe/acre ` ~'r'`~" A t,~~,; ; (Mor 1 -Jun 30) Or Add Weeping Lovegroee 10 Ibe/acro ~ 1 ~~~'v~o
STOF.F ~ STONE. 2 ' ' w~ ~ 't ' (Mar 1 -Jun 30) Or Add Hulled Common Bermuda roes 25 Ibs acro u g MAR g ~~t 9 / i1 .
EXISTING ~r Jun 1 -Sep 1 •+~fall Fescue and 120 Ibe acro ~ , <~f,.,~i,,,. ,i.' / n-.'
GROh'~'^ ~ ' +'+Browntop Millet 35 Ibe/acro ~ , i r. 1 , ++'or Sorghum-Sudan Hybrids 3D Ibe/acro ; r ` ;
r }i l ' Sep 1 -Mar 1 Sericeo L,espedezo (unhulled-unscorified) 70 Ibe/acro
~ ~ 3-~ _ OPEN and Toll Feecue 120 Ibe/acro INLET (Nov i -Mar 1) Add Abruzzi Rye 25 Ibe/acro =
• } Gv fd J
8' i ,
J
INSTALL A SILT FENCE OUTLET AT ANY LOW POINT IN A SILT FENCE THAT COLLECTS BETWEEN ACRES AND 1.0 ACRE OF DRAINAGE AREA. v 'y , CaneuR Conservation Engineer or Sall Conservation Service for Q ~ ~ ~ v, additional information concerning other altemativee for vegetation of W
denuded arose. The above vegetation rates aro those which da well under p
8tl.T FENCE OtlRET local conditions; other seeding rote combinotiane are possible. ~
Z W +++Tem oro ~ ~ p ry -Reseed according to optimum season for desired permanent H Q
vegetation. Do not allow temporory cover to grow over 12" in height beforo 0. ~
4-8" Diameter Riprop Spillway NOTES: 8' OC MAX '•1 mowing, otherwise fescue may be shaded out. U N
r _ _ 1) TOTAL DRAINAGE AREA FLOWING W J
10 Z ~ ~ SEEDING SCHEDULE 0 w
-III-I° 0 ° 0 ° 0 ° 0 1' Min. 2:1 0 ° 0 ° 0 ° 0 °i-III- FENCE MAY NOT EXCEED 1 ACRE. NCE 0 Q O V V V V V V O O O O-_ 2 SILT FENCES SHOULD NOT BE SiLi ~ -~0000000000000rIIi-II ) -III_. , _ 11 ~ ~
O O O O O O O O O O O O C`- USED AT PIPE OUTLETS OR IN - - - O 0 0 O 0 O O O O 0 0 O ~=III=III- AREAS OF CONCENTRATED FLOW I I I ly FLOW OF WATER -III-I I I_I , YNRE MESH. 1/4" OPENINGS. (TYP.) J' TALL METAL POSTS. (TYP.) - ~ 1,5' BURIED, 1,5' EXPOSED. ~ W
~0°°°000°0°000000000°0°0_ _ _ (CREEKS, DITCHUNES, swALES I I I I I ~ G-III-III-II III PR I-III-III-nooooo0000o ETC. E 1/2" olA sTONE. (TYP.) W o (~i7 OOT WASHED STONE,) Q
===~ooooaoooo~=== ' ~ Et~SZOR1'G 0 0 0 0 0 0 0 0 0 0,-III- I I-III- D1M -I -i I I_I i I . , _ _ ~ SE
- - - ° ° ° O ° O ° O ° O ° O ° O ° O ° ~ - - - TO INCREASE STORAGE CAPACITY AND ~O - _ _ I I 1 _III-III-11I-I I IIIIIII ~Y,Y,~~~~~n„ , , 1.) CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES w o DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE. < c
PROLONG THE UFE OF THE SILT FENCE, IT o Fr n ~ W IS GENERALLY ADVISABLE TO DIG A ~ M
Eefeting Channel Banks SEDIMENT PIT IN FRONT OF YOUR SILT FENCF. wNEvEVER POSSIBLE. 2' 2.) RIP THE ENTIRE AREA TO 6 INCHES DEPTH. ~ o L5 3.) REMOVE ALL LOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS
The dawnstroam toe of the atone tllter must be LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. w
wider than the top width of the ep~lwoy to 12 CADGE 4"XA' OR 2'X4' WELDED WIRE provent ouHlow eroding the channel banks. HOOKED ONTO PERFORMED CHANNELS ON _ 4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE ~
STEEL POSTS. (NO WOOD POSTS) ) y ~ UNIFORMLY AND MIX WITH SOIL (SEE BELOW Z
ULTRANOLET RESISTAM (BLACK) MIRIFl 5.) CONTINUE TILLAGE UN11L AWELL-PULVERIZED, FIRM DATE: 8119102
Top of Berm or Channel FABRIC OR EOUIVALENi SECURED TO WIRE 2' Min, W/ METAL CUpS OR WIRE AT 8` OFF ~ REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP, JoB No: 17951
CENTER. 1' Mtn. J U U , .5'
J J° O o 0 o O 0 V~ Croat of Spillway MAX, SEDIMENT STORAGE LEVEL REMOVE SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK DRAWING: 17951
1" Diameter Waehad ~ (7 0 ~ ° C~ ° n 0 ~ 0 0 L SEDIMENT WHEN THIS LEVEL IS REACHED OR Stone FlRer i Thick ~ u u u u , AS DIRECTED BY CONSERVATION INSPECTOR. 7.) MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. DESIGNED: LMH
,,°o°o°o°o°a° 0 0 0 0 0 0 0 0 ~ 0 1"DIAMETER WASHED
.,''o°o°o°o°a° 0 0 0 0 0 0 0 0 0 1 " 8"^ .'0°oOOOQOOO° 0 0 0 0 0 0 0 0 0 0 3:1 Slopo h l - ~ TRENCH, COVER W/ SOIL do TAMP BACKFlLL. - 8.) INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR DRAWN' LMH
'°o°c°o°o°° 0°0°0°0°0°0°0°0°0°0°0°0 - 0000000°0,°• 0 0 0 0 0 0 0 0 0 0 0 0 0 SHEET DRAINAGE (ONLY) RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF CHECKED: STAND SHOULD BE OVER 60~ DAMAGED, REESTABLISH FOLLOWING
o°°o°°o°o°o°°~ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ORIGINAL LIME, FERTILIZER AND SEEDING RATES. HORIZONTAL SCALE:
O O O O O - NATURAL GRADE 0 0 0 0 , t' Min. CARRY APPROX.12" OF FABRIC INTO NA 9.) CONSULT CONVERSATION INSPECTOR ON MAINTENANCE TREATMENT VERTICAL SCALE;
CutoN tronch bock811ed with , 0 ~ 0 ~ 0 ~ atone to tb inter Into ~ ? - - - AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED. NA
eMleting ground and provent ~ falluro,
N u:_ a CARRY 6` OF WIRE INTO TRENCH.
- nr•rLT. nurvwuvrvwL UMWIVI`IC - L IVIVD/ AlR[A kJ una/ of-lr-GI INV. ACRE IN CLAY SOILS)
SECTION STEEL P0515 O 8' O.C. MAX.. (NO WOOD Pp515)
SECTION A-A FERTILIZER - 1,000 lbs. / ACRE -10-10-10 SUPERPHOSPHATE- 500 Ibs> / ACRE -20% ANALYSIS
TEMPORARY CHECK DAM 5 TEMPORARY SILT FENCE THIS TYPE OF INLET PROTECTION IS FOR CATCH BASINS, CURB MULCH -2 TONS / ACRE - SMALL GRAIN STRAW INLETS, YARD INLETS, AREA DRAINS, AND JUNCTION BOXES ANOTHER - ASPHALT EMULSION ® 300 GALS./ ACRE
BEFORE AND AFTER THE TOP OF THE STRUCTURE IS BUILT.
7 TEMP. INLET PROTECTION -
„ „ SEEDBED PREPARATION OPEN INLETS „
E 7 OF 12

CONSTRUCTION SEQUENCE PHASE 1 2.0~ 2.a~ o~ LEGEND VICINITY MAP z o~ ~ ~
G~ z ~
tJ~S~ F, i <J~S~ TEMP. ROCK CHECK DAM ~ ~ U F, i W ~
1. OBTAIN ALL THE APPROVALS AND PERMITS NECESSARY TO BEGIN AND COMPLETE THE PROJECT. THESE EXISTING GRADE _ _ - - - 2. W ~ Z to - - - TEMP. INLET PROTECTION _ z
APPROVALS AND PERMITS INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING; APPROVAL OF SUBDIVISION ~ _ - ~ _ _ SITE ~ ~
OR SPECIAL USE PERMIT, SITE DESIGN, ZONING, ETC.; APPROVAL OF DESIGNS FOR STREETS, UTILITIES, ETC.; 1 ~T(=~I _ _ - _ _ TIII~~I III - ~ STONE APRON SA Z ~ ' ( ) w U ~
EROSION CONTROL PLAN APPROVAL AND GRADING PERMIT• ZONING COMPLIANCE PERMIT; DRIVEWAY ~ ~ ~ ~ ~ - ' l~ ~1 - ,~1~ = r~ II it I. 1 S.R. 1123
PERMIT FROM NCDOT. THE APPROVALS MUST BE OBTAINED BEFORE THE DISTURBANCE BEGINS SO THA ~ 'n _ TT' ~ m ~ TEMP. SEDIMENT BASIN (TSB) ~ p ~ N
WORK WILL NOT BE INTERRUPTED DUE TO LACK OF APPROVED PLANS. ~ W ~ ~ ? ~ ~ F
2. CONDUCT A PRECONSTRUCTION CONFERENCE PRIOR TO ANY DEMOLITION, TIMBERING, CLEARING, OR TEMPORARY DIVERSION DITCH 'H LEVEL SPREADER LS ? ~ p x
GRADING WITH THE OWNER (OR REPRESENTATIVE), THE CONTRACTOR(S) RESPONSIBLE FOR THE X ~ wc^v`~ TEMP. INLET PROTECTION ~ > N c~
DISTURBANCE AND EROSION CONTROL, AND EROSION CONTROL PERSONNEL TO DISCUSS THE PROJECT AND (OPEN INLETS} X ~ ~ E 0 Z 0
THE EROSION CONTROL PLAN. TYPICAL ROADSIDE DITCH MR10 _ ~ ~ N
3. INSTALL A RURAL TYPE MAILBOX FOR CONSTRUCTION CORRESPONDENCE AT THE SITE ENTRANCE OR AT THE VAR. CONSTRUCTION TRAILER. KEEP A COPY OF THE APPROVED EROSION CONTROL PLAN IN THE MAILBOX. Tf•IE LLJ Q 2 ~
CONTRACTOR RESPONSIBLE FOR EROSION CONTROL MUST CHECK THE MAILBOX DAILY. ~ 0 TEMP. SILT FENCE SF v / 0 p ~ o_
4: INSTALL TEMPORARY GRAVEL ENTRANCElEXIT, PIPE 1, AND SILT FENCING, ExISTING GRADE H 0
5. CLEAR ONLY AS NEEDED TO CONSTRUCT EROSION CONTROL DEVICES SHOWN ON THIS PLAN. CONSTRUCT ~ ~ ~ ~ ~ 21 = ~ ~ TEMP. SILT FENCE OUTLET S.R. 1122 ~ U 0 ~ w Z_ U m w h
ALL EROSION CONTROL DEVICES SHOWN ON THIS PLAN. MAINTAIN EACH DEVICE THROUGHOl1T ~ ~ ~ ~ ~ - ~ ~ 21 = I I 1=1 ~ 1= z o J U _ _ _ CONSTRUCTION LIMITS n~~ g = o ~ _ I I_I I I_I I I_I I I. z o_ 0
III-III=111_111-111,;,111,,,_ _ _ _ =III=III=III= CONSTRUCTION UNTIL INSTRUCTED TO REMOVE THEM. I I=III=~ I=III=~ I =III=~ _-III-III-III-11I-~ U Q ^
6. CONTACT EROSION CONTROL OFFICER FOR ONSITE INSPECTION. OBTAIN APPROVAL, NO DISTURBED AREA ~ i= _ _ _ _ =III=III=III=I (=1 ~ TEMPORARY DIVERSION DITCH (TDD) - ~ ,w -1' NOT TO SCALE Q
SHALL BE LEFT WITHOUT PROTECTIVE COVER FOR MORE THAN 15 WORKING DAYS. ~ ~ I- I_.,I I I-III-,I ~ I~
7. INSTALL ALL PROPOSED STORM DRAINAGE, CHANNELS, LINERS, AND RIPRAP. INLET PROTECTION MUST BE
INSTALLED PROMPTLY AT EACH STORM DRAINAGE PIPE INLET. OUTLET CHANNEL SECTION ;CTION DITCHES r'
8. COMPLETE ALL GRADING PROPOSED IN THIS DRAWING SET. ROADSIDE DITCHES SHOULD BE SEEDED OR USE NORTH AMERICAN GREEN LINERS AS REQUIRED ON CHA 2EQUIRED ON CHART DRAINAGE 110 Q 10 DEPTH SLOPE V10 Td LINING
LINED WITH MATTING AS SPECIFIED. DITCHES ALONG TOE OF SLOPES REQUIRE CONSTRUCTION ACCORDING FROM TO ~ac~A Cc (inlhr) {cfs) (ft) (ips) (Iblft"2)
TO DITGH DETAILS. SARI SR 1123 13+05 0.30 0.471 7.22 1.02 0.410 5.16 2.05 1.32 SEED, NORTH AMERICAN GREEN S75 ~
9. PAVE ALL PROPOSED ROADS ACCORDING TO THIS DRAWING SET. SAR2 13+07 PIPE 2 1.43 0.342 722 3.53 0.826 4.60 3.01 1.80 SEED, NORTH AMERICAN GREEN SC150
10. SEED AND STABILIZE ALL DISTURBED AREAS, 6' 6' 5' SAR3 PIPE 2 20+34 0.32 0.266 722 0.62 0.395 227 1.33 0.56 SEED, NORTH AMERICAN GREEN S75
11. WHEN THE SITE IS STABILIZED, AND VEGETATION IS ESTABLISHED, CONTACT THE EROSION CONTROL. PAVEMENT SAR4 20+34 25+32 0.34 0.479 722 1.18 0.397 6.54 2.49 1.62 SEED, NORTH AMERICAN GREEN SC150 ~ PAVEMENT SHOULDER DITCH DITCH GRppE
OFFICER FOR AN ONSITE INSPECTION. OBTAIN APPROVAL. EXIST.
12. REMOVE ALL TEMPORARY EROSION CONTROL DEVICES. SAL1 SR 1123 13+05 0.31 0.480 722 1.07 0.420 4.94 2.04 1.29 SEED, NORTH AMERICAN GREEN S75
13. INSTALL LEVEL SPREADERS. FINE GRADE AND SEED THESE AREAS. .0833 4, SAL2 13+07 18+31 022 0.503 722 0.80 0.380 4.63 1,85 1.10 SEED, NORTH AMERICAN GREEN S75 ~ t M~ z~`
14. CONTACT EROSION CONTROL OFFICER FOR AN ONSITE INSPECTION. OBTAIN FINAL APPROVAL. SAL3 PIPE 2 20+34 0.06 0.530 722 0.23 0.250 4.01 1.30 0,63 SEED, NORTH AMERICAN GREEN S75
SAL4 20+34 PIPE 3 0.19 0.443 722 0.61 0.343 4.59 1.72 0.98 SEED, NORTH AMERICAN GREEN S75 SAL5 PIPE 3 25+32 0.54 0.438 7.22 1,71 0,376 8.55 4.03 2.01 SEED, NORTH AMERICAN GREEN P300
TOTAL DISTURBED AREA: 5.34 ACRES \ \
BRR1 SADDLE 11+03 0.05 0.532 722 0.19 0250 4.18 1,31 0.65 SEED, NORTH AMERICAN GREEN S75
/ ROADSIDE DITCH ARMOR BRR2 11+03 CDS D.33 0.553 722 1.32 0.530 3.3D 1.92 1.09 SEED, NORTH AMERICAN GREEN S75 J
~ ~ USE NORTH USE NORTH AMERICAN GREEN LINERS AS REQUIRED ON CHART
(SADDLE RIDGE DR.) BRLt SADDLE 11+03 0.14 0.385 722 0.39 0.409 1.07 0,92 027 SEED, NORTH AMERICAN GREEN S75
BRL2 11+03 CDS 1.53 0.353 722 3.90 0.656 3.18 3.63 1.30 SEED, NORTH AMERICAN GREEN 875
/ ~ \ J
~ DRAINAGE PIPES
LOT 26 ` 6' 5' S' DRAINAGE C tc 125 Q25 HwlD DIA TYPE LENGTH SLOPE AREA (AC) c (MIN) (INIHR) (CFS) pN) (FT) (°k)
i i5F PAVEMENT PAVEMENT SHOULDER DITCH DITCH G~pE 1 2.40 0.340 5.00 8.19 6.68 1,00 18 RCP 90 1.00
9F ~I EXIS 2 1.75 0.371 5.00 6.19 2.66 0,51 18 RCP 78 1.00
~ ~ I ~t~`" TSB 4 ~ .0833 P~' 3 0.34 0.437 5.00 _8.19 1.22 <0.5 18 RCP 58 1.00 3.1 M 21<s` ~
x LS TYPE A ~ A,>;
SPOIL AREA T' ~ i DRAINAGE STRUCTI.IRES
.
5~ ~ .P ~ INV. IN INV. OUT ELEV. ELEV.
^ ry' K i ROADSIDE DITCH ARMOR FES 1 172.60
~~'a5~ ' ''SB 5 LOT 25 USE NORTH USE NORTH AMERICAN GREEN LINERS AS REQUIRED ON CHART FES 1A 171.90
F~` - ~S ryPE A i (BRIDLE CT.O FES 2 165.50
FES 2A 164.74
ll~ ° ~ FES 3 156.47
l ~ i ES 3A 155.89
/ \ T LO 18
~ ~ STONE APRON OUTLET DISSIPATORS
LOT 24 c ~
~ FES 3A ~ ~ 110 Q10 Qfuli . V10 V~p (INIHR) (CFS) (CFS) (FPS) (FPS) L x W x D ZONE STONE
SA 3 et ~ I 1 7.22 S.B9 10.48 6.06 5.94 6' x 4.5' x 1' 1 CLASS A
2 7.22 2.34 10.48 4.63 5.94 6' x 4.5' x 1' 1 CLASS A
IAT 17 ! Q' ~ ~ a S, ~ ~ , o G 3 722 0.54 10.48 2.97 5.94 6' x 4,5' x 1' 1 CLASS A
C,~,
/ ~ ~ ~ ~ ~ ' ~Q' ~ LOT 23 CHANNELS
/ UFFER ~ Q1 , 4 x FES 3 rym / IpNB ~ ~ PIPES 0 / R~PP~ / 1~-- .r o DRAINAGE 110 Q10 SLOPE LENGTH DEPTH V10 Td LINING SIDESLOPES BOTTOM WIDTH '
EUSF ~ ~ ro ` ~ / ^ r: AREA (AC) Cc QNlHR) (CFS) (FT) (FT) (FPS) (LB1FT"2) (FT)
5~N / J j /i o n / / / / ~ k TDD 2 13~-MAR ~ ~ 1 2.19 0,363 722 5.74 0.60 40 0.890 1.71 0.36 SEED, NORTH AMERICAN GREEN S75 2:1 2
~ / / / TSB 2 FES 2 / / / i ~ ~ _ _ PIPE 2 2 2.05 0.388 722 5.74 4.17 250 0.582 3.12 1.51 SEED, NORTH AMERICAN GREEN S75 2:1 2
/ / FFE ~ , - - ~ - v
r / S~RIPpRj A~ ~ TDD 1 / / ~ - o' NEU LOT 11 t TSB 1 ~
~ ~ % / LOT 16 ~ _os ; o FES 2A ~ LOT 22 TEMPORARY DIVERaION DITCHES
/ SA 1 i I v / / ao r CHANNEL1 i~~Q~.~~. m '1 DRAINAGE 110 Q10 SLOPE LENGTH DEPTH V10 AREA (AC) Cc (INIHR) (CFS) (°h) (FT) (FT) (FPS)
~ a \ LS TYPE A - - rv~ 1 z 1 1.43 0.314 122 324 1.67 60 0.756 2.84 m ~
/ ~ / ~ 2 0.32 0.314 722 0.73 2.00 50 0.420 2.10
,
I OT 12 , i , ~ i ~pN BUFFS / ~ ~ ~ ~ LOT 15 ~ - - - - UsE RIPAR `J 1 ~
I._- p N 5 ' ~QG TEMPORARY SEDIML"NT BASINS W
~ ~ ~ I ~6 ui ~ ~ ..nn REQUIRED PROVIDED Z DRAINAGE DISTURBED SURFACE SURFACE REQUIRED PROVIDED BASIN Z U~
i ' 1 U' SEDIMENT BASIN AREA AREA AREA AREA VOLUME VOLUME DIMENBIONS 0 Q
CHANNEL2 , i ST: ~x: 0 T B ~ ~ ~ LOT 21 S 3 / 5~,~ )1 BASIN TYPE (AC) (A~~) (SQ FT) (SQ FT) (CU FT) (CU FT) (W X L X D) a p
LS TYPE A LS ,PEA Q 1 B 1.43 0.39 1412 1458 702 4374 27' x 54' x 3' U Q
A '~i I G 0 ~ c ~ ~ 2 B 0.32 0,09 316 338 162 1014 13' x 26' x 3' ~ W ~ Z 0 ~
LOT 13 ~j POND C~ ~ 3 B 2.05 0.99 2089 2178 1782 8534 33' x 66' x 3' ~ W 4 B 0.34 0.34 374 392 612 1175 14' x 28' x 3' ~ ~
20 DRAINAGE \ ~ (OPEN SPACE) 5 B 0.54 0.51 594 595 972 1765 1 T x 35' x 3' ~ W
EASEMENT LOT 14 ~ ~ L / J ' ~ ~ NOTE: TEMPORARY SEDIMENT BASIN SPILLWAY WEIR LENGTH SHALL LU
~ BE A MINIMUM OF 6 FEET FOR ALL BASINS.
•1 ~ J , I 2 ~ - O
SE PHA ~ / ~ W ~ F ~ O
i ~ PHASE 1 ~ ~ ~ 0 M
~ % ~ / e°' O 9'~~ ti ~ !Y
~ ~ ' ' LOT 10 / ~ ~ Q,~, Q'~ W
/ / ' ~ i ry m n ~ ~
/ _ ' Q~ ~ LOT 20 ~ z
/ / ~ i ~ ~ DATE: 8119102
I / ~ i. ~ / LOT ~ ~ ,I _ ~ - ! cos No: 17951
/ / ~ - i . 0
/ ~ ~ ~ 1 ~ DRAWING: ~ ~ j 17951
/ ~ ~ ; \ \ DESIGNED: LMH
~ I LOT 9 / / / LOT4 I DRAWN: LMH
~ / LOT 7 LOT 8 /
LOT 2 LOT 3 LOT 6 I CHECKED: ~
~ LOT5 / M1a HORIZONTAL SCALE:
~ i . ~s \ / ,i ~ . ~ 1,,100' JgQ i ~ ~ ~ ~ \ _
~ L0~1~ ~ , ~ ~ i8 VERTICAL SCALE: L0~1~ a, Na
I _ FES 1 ~
\ _ 'eiere ~ ° n I C.u~~T RIl1
a' GRAVEL CONST CTION
ENTRANCE/EXIT
v FES 1A .y SAT
-ROBE SCALE: 1" =100'
TS. TS GH -2-4! eCP
ROAD - S, 100, 0 100' 200' 60'"puaic ~ 1123
RNG OF 12

I / / ~ - LEGEND '_EGEND DITCHES Z
DRAINAGE Ur O
LOT 37 ~ ~ / ~ / TEMP. ROCK CHEI AREA C 110 010 DEPTH SLOPE V10 Td LINING Z TEMP. ROCK CHECK DAM ~ FROM TO (ac) ° (inlhr) (cis) (ft} (fps) (Iblft"2} - U
LOT 39 ~ ` / / ~ SAR5 28+22 38+66 0.88 0.500 7.22 2,38 0.584 4.14 2.33 1.51 SEED, NORTH AMERICAN GREEN 875 W ~
~ ~ = TEMP. INLET PRO' ~ Au ~ - TEMP. INLET PROTECTION SAR6 38+66 40+60 0.11 0.528 7.22 0.42 0.385 1.55 1.04 0.35 SEED, NORTH AMERICAN GREEN S75 Z ~ `0
~ / a% ~ ~ Z 1~ SAR7 40+60 42+00 0.07 0.522 7.22 0.26 0290 2.10 1.04 0.38 SEED, NORTH AMERICAN GREEN S75 O ~
~ ! / STONE APRON (SI STONE APRON (SA} -v SAR6 42+00 49+25 0.44 0.516 7.22 1.65 0.606 1.46 1.50 0.55 SEED N R Z N 0 TH AMERICAN GREEN S75 W ~
~ v, ._-L~43~ ' ~ LOT 4 ~ \ _ Z TEMP. SEDIMENT SAR9 49+25 56+85 0,51 0.499 7.22 1.84 0.585 2.86 1.93 1.01 SEED, NORTH AMERICAN GREEN S75 _ TEMP. SEDIMENT BASIN (TSB} SAR10 56+85 CDS 0.80 0.350 722 1.52 0.505 3.68 1.99 1.16 SEED, NORTH AMERICAN GREEN S75 ~ ~ ~
LOT 40 '
LOT 41 I LOT 36 Q, ~,A ~ LEVEL SPREADER ~ ~ r LEVEL SPREADER ? SAL6 28+22 38+66 3.80 0.297 7.22 8.15 0.757 4.14 4.75 1.96 SEED, NORTH AMERICAN GREEN P300 h ~ Q
,p ,p I / LOT 44 SF SAL7 38+66 40+80 0.57 0.345 7.22 1.42 0.570 1.55 1.45 0.55 SEED, NORTH AMERICAN GREEN S75
' GG ~ I ~ ~ TEMP. INLET PRO' ~ uiN"- TEMP. INLET PROTECTION SALE 40+60 PIPE 7 5.53 0.325 7.22 12.98 1.182 1.52 3.10 1.12 SEED, NORTH AMERICAN GREEN S75 ~ ~ N co
~ . ~ (OPEN INLETS) ~9 , (OPEN INLETS) SF ~ 00 ~
p ~p ~ a, ~ 0 RAINAGE TYPICAL ROADSIO MR10 SAl9 PIPE 7 49+25 228 0.309 7.22 5.09 O.B74 1.61 2.22 0.88 SEED, NORTH AMERICAN GREEN S75 O U ~ U TYPICAL ROADSIDE DITCH - SAL10 49+25 PIPE 8 1.40 0,318 7.22 321 0.743 1.66 1.94 0.77 SEED, NORTH AMERICAN GREEN S75 I I ~ ? N W Q=~ C
FES 8A \ , EASEME NT ~ SA 7 i SAL11 PIPE 8 54+50 2.35 0.379 7.22 6.43 O.B72 2.61 2.82 1.42 SEED, NORTH AMERICAN GREEN 875 W ~ ~ 3
TEMP. SILT FENCE I LOT 35 , ' ` TEMP. SILT FENCE ~ ~ SF SAL12 54+50 58+A5 2.51 0.379 722 6.87 0.708 4.18 4.57 1,85 SEED, NORTH AMERICAN GREEN P300 " ~ ~ ~ ~ ~ ~ ~ d~
- - TEMP. SILT FENCE SAL13 56+85 50+50 2.60 0.388 722 7.28 0.735 3.86 4,50 1.77 SEED, NORTH AMERICAN GREEN P300 ~ ~ tY °r' 0 TEMP. SILT FENCE OUTLET U ~ 0 N
pp FES B ^ ~ ~ - _ w Z_ (~mw ~
PIPE 8 ' s o ~ / ~ o _ CONSTRUCTION L CONSTRUCTION LIMITS WRi SADDLE 11+69 0.17 0,416 722 0.51 0.400 2.15 1.29 0.54 SEED, NORTH AMERICAN GREEN 875 Z p ~ V = Z 0=~~
5~ - - h TEMPORARY DIVE TEMPORARY DIVERSION DITCH TDD - WR2 11+69 12+82 0.57 0,393 7.22 1.82 0.702 0.95 1.32 0.42 SEED, NORTH AMERICAN GREEN S75 U Q 2 1 ~ J
_-180'~~ CHANNEL5 Q 0_ WL1 SADDLE 11+69 027 0.373 722 0.73 0.443 2,48 1.48 0.69 SEED, NORTH AMERICAN GREEN S75
a ~ ~ I TSB 15 a LS TYPE A WL2 11+69 11+71 0.06 0.502 722 0.22 0.230 0,95 1,63 0.14 SEED AS PER SEEDING SCHEDULE

~ s° o STR1 SADDLE CDS 0.24 0.500 722 0.87 0.430 4.34 1,92 1.16 SEED, NORTH AMERICAN GREEN 875 N
LOT 34 ~ °s I / ROP,INLETS
~ PIPE s LOT 45 STL1 SADDLE CDS 0.72 0.369 722 1.92 0.571 4.20 2.32 1.50 SEED, NORTH AMERICAN GREEN S75 2.0' 2.0'
LOT 48 i LOT 47 LOT 46 LOT 49 0~ ~ G~
1~~g1a BUR1 SADDLE 11+20 0.08 0.521 722 0.30 0.290 4.14 1.44 0.75 SEED, NORTH AMERICAN GREEN S75
EXISTING GRAD EXISTING GRADE ~ ~ BUR2 12+g5 14+19 0.14 0.492 722 0.50 0.351 4.05 1.62 O.B9 SEED, NORTH AMERICAN GREEN S75
1- l~ _ ~ 1 - 1 BUR3 14+79 CDS 0.15 0.584 722 0.63 0.400 325 1.58 0.81 SEED, NORTH AMERICAN GREEN 875 e - ~ - - 7 b 2 -
~ L-I I„I I f,~l~ i _ =1 I-;.,I~,TrI I ICI I I-I I II~ ~ - - BUL1 SADDLE 11+26 0.82 0.438 7.22 2.59 0.621 4.14 2.69 1.60 SEED, NORTH AMERICAN GREEN SC150
~ LOT 50 -I ~ ~ ~ ~ i ~ BUL2 12+74 14+7g 0.33 0.383 122 0.91 0.440 4.05 1.88 1.11 SEED NORTH AMERICAN GREEN S75
~ ~ ' ' ~ Tr BUL3 14+79 CDS 0.17 0.546 7.22 0.67 0.400 3.74 1.70 0,93 SEED, NORTH AMERICAN GREEN 875
I
i TE LOT 33 ~ TEMPORARY DIVERSION DITCH
1 I DRAINAGE PIPES
\ LOT 55 DRAINAGE is 125 025 HwlD DIA TYPE LENGTH SLOPE AREA{AC) C~ (MIN) (INIHR) (CFS) (IN) (FT)
FES' 7 LOT 51 ~ 4 f PIPE 7 V LOT 5 4 5.53 0.332 10.67 6.88 12.83 0.95 24 RCP 52 5.00
LOT 56 VAR. 5 5.72 0.339 5.07 8.17 15,82 24 RCP 127 2.00
~o o _ 6 5.72 0.339 5.21 8.14 15.78 24 RCP 60 2.00
~ I 12.. T 7 2.66 0.321 7.48 7.$0 6.49 0.95 18 RCP 58 1.00
LO 53 ~ I, i CHANNEL 4 EXISTING GRADE (STING GRADE 8 1.84 0.340 5.00 8.19 5.12 0.85 18 RCP 57 1.00
FES lA ~r HERS LANE `sA s ~ Tse 1a III-11 I-11 I-11 WIT NE' ~ LS TYPE A = - - - III=1 I =1 I I=1 ~ I-_~•1 ~ 21 = III=1 11= 9 3.91 0,339 5.00 8.19 10.86 0,85 24 RCP 63 3.17
G R~1N LP i ~ I-I I1=111=1 I I_ -1 I I-1 i t-1 I I-1 I I- ~ _ I I-1 I I-1 I I-1 11-
50 pUBLI GG IW , ~ =III-III- 6V ~R III II >JB~-~ ~ 20'ORAINAGE III-III -1 I I=1 11=1 I I, ,III; I I 1=1 11=1 11=1 I I I ''-111_111-I II-III-III-III-III-III ; ~ DRAINAGE STRUCTURES
5~ P ;EASEMENT / '1-111,;,111-111,,,111_111,;,111,, ~ III_ RIM INV. IN INV. OUT
LOT 32 - - ' ~ p ~ TSB'13 a ~ ELEV. ELEV. ELEV.
LS TYP~E~ oo ~ m / / ~ ~ FES 4 164.32
1 LOT 52 ~ ~ o OUTLET CHANNEL SECTION DI1 tss.el 161.72 161.33
1 i - ~ USE NORT USE NORTH AMERICAN GREEN LINERS AS REQUIRED ON CHART JB 2 169.07 158.79 158.69
r~ ~ ~ I ~FES9 - ~ FES 6 157.49
~ ` \ LOT 57 V ~ T B~12~' `PIPES ~ ~ FES 7 175.87
FES 7A 175.29
V A LOT 3d 1 ~ ~ ` ~ \ LOT 33a\ c'a 1 FES 8 117.33
\ \ 75611 \ ro ~ ~ \ \ ~ ~ - . LS TYPE A 6' 6' 5' FES 8A 176.76
LOT 59 \ \ \ LOT 58 PAVEMENT LOT 32a SEPTIC` ` \ FEs ~A PAVEMENT SHOULDER DITCH DITCH FES9 158,00
\ ~ l ~ EASEMENTS i \ $1 G~E FES 9A 156.00 EX) i-
~ : - \ / \ , \ --_.._-0833- 4, ~,P~'
~ ~ ~ / ~ / - 1 Mqk z~` TRIPLE CMP ~cnLCIMTED WIUSGS WATER RESOURCES INVESTIGATION REPORT 96.4084 PROCEDURES)
\ ~ ~ \ v ~ ~ i ~ v TSB 10 DRAINAGE DRAINAGE IMPERVIOUS RURAL URBAN HwID DIA LENGTH SLOPE INV. IN INV. OUT
/ ~ ` ` ~ / i \ ~ i / LS TYPE A ~ ~ ~ / AREA(AC) AREA (MI"2) AREA(%) RUNOFF (CFS) RUNOFF (CFS) (IN) (FT) ELEV. ELEV.
/ I LO 0 879 1.4 18 584 960 1.53 72 100 0.30 115.10 114.80
~ ` ~ ~ i so. LOT 31 ~ \ ~ ~ ~ y
ROADSIDE DITCH ARMOR STONE APRON OUTLET DISSIPATORS
~ DI 1 ~ \ GS SF TDD / ~ ~ 0• F ~ USE NORT TSB 9 ~ 'PIPE 5 / / ~ ~ ~ tiF~ 'AA A USE NORTH AMERICAN GREEN LINERS AS REQUIRED ON CHART 110 010 OPoII V10 Vtull ~~s,,co°"'J'••
/ / ~ \ GSA. 9 9'Pi (SADDLE RIDGE DR.) QNIHR) {CFS) (CFS) {Ff=S) (FPS) L x W x D ZONE STONE l ~ f ^ `r• f i{
/ / CHANNELS \ \ ~i 9 ~ ~ ~i 9 2 ~ / LS Type R \ \ Aq\ y ~ 4 224.12 231.48 7.93 8,19 25' x 22.5' x 2' 3 CLASS 1 A.' 4 ~r`'r-~
~ ECK Ri ~ G \ \ \ q4, \ G,~~ 5 6,01 11.61 31.93 9.25 10.17 12' x 6' x 1.5' 2 CLASS B ~ ~ ° V v ~ '
~ \ DAM pG ~ \ \ ,c FES 4 ~ 6 2 I (1T V A ~F~ ~ 6 6.68 5.70 10.48 6.00 5.94 6'x4.5'xt' 1 CLASSA c'~..,,p ~°a s d'...; !x.. ~
PIPE6 - 69 S ~ R PIPE 4 0• \ \ \ \ 20' DRAINAGE ) > FES 6 '1' \ / 7 7.22 4.52 10.48 5.64 5.94 6' x 4.5' x 1' 1 CLASS A nt-.y ;~3 6 5 5 , tl,, o c
F \ EASEMENT TDD 4 ~ ~ \ \ 8 722 9.57 40.19 10.50 12.80 12' x 6' x 1.5' 2 CLASS B , I. ~ " ;~i , PAVEMENT SHOULDER DITCH DITCH E
TSB 8 0 SA 5 S~ / PAVEMENT 0 Ri \ \ SQ, ~ / A \ IS1 ~ GRpD r. ,
F q / A , \ R, \ '~i qti \ CHANNELS .A~
G 0 a \ ~G \ \ ~ C \ \ ~ ~ \ \ h .0833 3, . N~'" 1M ~1 DRAINAGE 110 010 SLOPE LENGTH DEPTH V10 Td LINING SIDESLOPES 80"~TOMWIDTH
~ ~ \ > I o ~ > AREA (AC) Cp (INIHR) (CFS) (FT) (FT) (FPS) (LBIFT"2) FT (I
~ ~P, \ \ LOT 62 \ s / ~ ~ / ~2 o• w 3 5.80 0.339 7.22 14.20 4.97 30 0.623 4.35 1.93 SEED, NORTH AMERICAN GREEN SC150 2:1 4 m ~
LOT 30 ~ 4 / ~ 4 0.49 0.471 722 1.67 13.27 220 0.206 3,35 1.71 SEED, NORTH AMERICAN GREEN SC150 2:1 2 _I
~ / so, 5 3.28 0,379 7.22 8.98 4.91 100 0.500 3.60 1.53 SEED, NORTH AMERICAN GREEN SC150 2:1 4
/ o \ ~ / ROADSIDE DITCH ARMOR
C N \ 0 STRUCTION SE UENCE PHASE 2 / Q \ USE NORT USE NORTH AMERICAN GREEN LINERS AS REQUIRED ON CHART TEMPORARY DIVERSION DITCHES z
o / / / (BUGGY LN., WITHERS LN. 8 STIRRUP LN.) Q DRAINAGE 110 010 SLOPE LENGTH DEPTH V10 Z m
1 \ 1. OBTAIN ALL THE APPROVALS AND PERMITS NECESSARY TO BEGIN AND COMPLETE THE AREA (AC) Cp (INIHR) (CFS) (FT) (FT) (FPS) 0 ~ Z
LOT 63 PROJECT. THESE APPROVALS AND PERMITS INCLUDE, BUT ARE NOT LIMITED TO THE 3 3.90 0.311 7.22 8.16 4.29 35 0.920 5.18 ~ LU
FOLLOWING: APPROVAL OF SUBDIVISION OR SPECIAL USE PERMIT, SITE DESIGN, ZONING, U ~ 4 0.54 0.310 722 121 3.33 30 0.460 2.88 (n ~ 0
ETC.; APPROVAL OF DESIGNS FOR STREETS, UTILITIES, ETC.; EROSION CONTROL PLAN ~ 5 4.89 0.323 7.22 11.40 5.00 30 0.987 5.86 Z p W
5 \ \ APPROVAL AND GRADING PERMIT; ZONING COMPLIANCE PERMIT; DRIVEWAY PERMIT FROM 0
\ \ NCDOT. THE APPROVALS MUST BE OBTAINED BEFORE THE DISTURBANCE BEGINS SO THAT ~ O TEMPORARY SEDIMENT BASINS - o
's \ WORK WILL NOT BE INTERRUPTED DUE TO LACK OF APPROVED PLANS. a > Q REQUIRED PROVIDED W
,p \ 2. CONDUCT A PRECONSTRUCTION CONFERENCE PRIOR TO ANY DEMOLITION, TIMBERING, DRAINAGE DISTURBED SURFACE SURFACE REQUIRED PROVIDED BASIN MIN.
y ~ ~ ~ CLEARING, OR GRADING WITH THE OWNER OR REPRESENTATIVE ,THE CONTRACTORS) a \ ~ ~ ) ( \ \ SEDIMENT BASIN AREA AREA AREA AREA VOLUME VOLUME DIMENSIONS WEIR LENGTH BASIN TYPE (AC) (AC) (SOFT) (SOFT) {CU FT) (CU FT) (W X L X D) (FT) W O
RESPONSIBLE FOR THE DISTURBANCE AND EROSION CONTROL, AND EROSION CONTROL fi B 0.77 0.66 831 882 1188 2646 21' x 42' x 3' 6 ~
PERSONNEL TO DISCUSS THE PROJECT AND THE EROSION CONTROL PLAN. \ \ 7 B 3.90 0.88 3815 3872 15 11616 44' x 8' x 3' 8 ~ ~ 84 8 M
3. INSTALL A RURAL TYPE MAILBOX FOR CONSTRUCTION CORRESPONDENCE AT THE SITE ~ ~ \ B B 0.54 0.11 526 528 198 1584 16' x 33' x 3' 6
N ~ _ \ \ \ ENTRANCE OR AT THE CONSTRUCTION TRAILER. KEEP A COPY OF THE APPROVED EROSIO LOT 29 _ _ ~ \ -1~ 9 B 4.89 0.74 4967 5000 1332 15000 50' x 100' x 3' 10 W
CONTROL PLAN IN THE MAILBOX. THE CONTRACTOR RESPONSIBLE FOR EROSION CONTROL ~ ~ m / 10 B 0.13 0,13 143 162 234 488 9' x 18' x 3' 6 ] ~ / _ _ 11 8 0.14 0.14 154 162 252 486 9' x 18' x 3' 6 Z
~ ~ \ MUST CHECK THE MAILBOX DAILY, ~ \ \ / _
\ \ 4. INSTALL TRIPLE CMP AS PER PLAN INSTRUCTIONS. \ \ \ \ \ ~ ~ 12 B 0.59 0.53 640 648 954 1944 18' x 36' x 3' 6 DATE: ~ / / ` ~ 13 B 0.33 0.33 363 392 594 1176 14' x 28' x 3' 6 8119102
5. CLEAR ONLY AS NEEDED TO CONSTRUCT EROSION CONTROL DEVICES SHOWN ON THIS PLAN. ~ \ \ \ \ _ ~
CONSTRUCT ALL EROSION CONTROL DEVICES SHOWN ON THIS PLAN. MAINTAIN EACH DEVICE LOT 28 \ TSB 6 ~ ~ 14 B 0.49 0.49 539 578 882 1734 17' x 34' x 3' 6 SOB N~~ 17951 ~ 15 B 3.28 1.91 3353 3362 3438 10086 41' x 82' x 3' 8 DRAWING:
THROUGHOUT CONSTRUCTION UNTIL INSTRUCTED TO REMOVE THEM. ~ , \LS TYPE A ~ ~ ~ i - 17951
6. CONTACT EROSION CONTROL OFFICER FOR ONSITE INSPECTION. OBTAIN APPROVAL. NO ~ ,30 20' , ~ ` ~ , ,~20' - / ~ ~ DESIGNED: LMH
DISTURBED AREA SHALL BE LEFT WITHOUT PROTECTIVE COVER FOR MORE THAN 15 WORKING DAYS. / ' ` 7~ ~ - / LOT 27 ~ ~ ~ ~ E~: _ , ~ ~ / r,~ / ; DRAwN: LMH
7, INSTALL ALL PROPOSED STORM DRAINAGE, CHANNELS, LINERS, AND RIPRAP. INLET PROTECTION ~ ~ ~j ~ .CMP ; /j, . ;MP ~ ,1,~~ CHECKED:
;,f.', MUST BE INSTALLED PROMPTLY AT EACH STORM DRAINAGE PIPE INLET. - j; • LOT 26
8. COMPLETE ALL GRADING PROPOSED IN THIS DRAWING SET. ROADSIDE DITCHES SHOULD BE SEEDED TDD 3 / ~ ~ , ; . . TSB 7 y ~ / i ~ ' ~ r ~ ~F HORIZONTAL SCALE: e ~ ~ i 1„ =100'
OR LINED WITH MATTING AS SPECIFIED. DITCHES ALONG TOE OF SLOPES REQUIRE CONSTRUCTION ~ LS TYPE A • ~ i; •'SF VERTICAL SCALE:
ACCORDING TO DITCH DETAILS. ~ \ NA V.. M° TSB 4
9. PAVE ALL PROPOSED ROADS ACCORDING TO THIS DRAWING SET. ~g ~ ~ ` `LS TYPE A
1f1 SFFn ANtI STAaII 17F 01 I nISTI IRRFII ARFGS 2Q F; SHFFT Nn_
1 sr~i~ NntN
11. WHEN THE SITE IS STABILIZED, AND VEGETATION IS ESTABLISHED, CONTACT THE EROSION CONTROL / / ns°agao
OFFICER FOR AN ONSITE INSPECTION. OBTAIN APPROVAL. ,
12. REMOVE ALL TEMPORARY EROSION CONTROL DEVICES. PAP / / ~ 13. INSTALL LEVEL SPREADERS. FINE GRADE AND SEED THESE AREAS.
14. CONTACT EROSION CONTROL OFFICER FOR AN 0NSITE INSPECTION. OBTAIN FINAL APPROVAL. 1 . SCALE: 1"=100'
}u~TYP~A i LOT 25 TYPE A /
100' 0 100' 200'
TOTAL DISTURBED AREA° 7.66 ACRES r ~ 3 OF 12

t' MIN, 2' MIN. TY CARRY RIPRAP UP TYPICAL CHANNEL LINER INSTALLATION "OYES: Z
SIDES OF SPILLWAY 1' MINIMUM VEGETATED MAT UNER~. NORTH AA1ER!LAN GREEN P300 PH3 AW H N ~ O AS ED STO E PAD TO BE 50'L X 25'W X B"iH MINIMUM. IF THE ADJOINING ROADWAY IS Z F- WIDER THAN 25', THEN THE WASHED STONE SHALL BE AS WIDE AS THE ADJOINING ROADWAY, _ U
MIN, BERM ELEVATION FREEBOARD A~sasEEDw~BERMU°acRASs B. NRNING RADIUS SUFFlCIENT TO ACCOMMODATE LARGE TRUCKS IS TO BE PROVIDED. ~ ~ C. ENTRANCE{S) SHOULD 8E LOCATED TO PROVIDE FOR MAXIMUM IRILITY BY ALL W
OW - - - - - - - - MAX. STDRMWATER CAPACITY v>re CONSTRUCTION VEHICLES. W ~ » D. MUST BE MAINTAINED IN A CONDmON WHICH WILL PREVENT TRACKING OR DIRECT FLOW Z to .p
~5 WASHED STONE 3' MIN, FLOOD STORAGE ZONE OF MUD ONTO STREETS. PERIODIC TOP DRESSING WITH STONE WILL BE NECESSARY; KEEP ~~nn Z ~ { O ) SOME HANDY. v `a
4' MIN Atn E, ANY MATERIAL WHICH STILL MAKES R ONTO THE ROAD MUST BE CLEANED UP IMMEDIATELY, Z O ~ N
NAnAlA1 - 1,5' MAX. SEDIMENT DEPTH _ II ~Arn~tn Ix - I-I w U ~ NORTH f. . \ s"
~1 RIP _ _ - I. B' MIN, - - - -III-I i N - I~ - - ~ - - AMERICAN (15 cm) o / /i\/i ~
BASI IS TD BE CLEANED WHEN 1' MIN, -I ~_-I (I=I ((=I (I=) so _ I ti S DIM NT R H - I I-III I E E EAC ES THIS LEVEL 15' MIN, I ~ _ - - - - - - - - - - - \ GREEN ,\y\ W
-III-III-I I I_I I I-III -III- _ _ _ _ ~ -III III I ~ I I ~ 1 ~4 m 0 x (1 cm) y ~
SECTION THRU BASIN AND FILTER -I _ - - - BUPoEO - - _ _ _ _ _ = I- ~ J ) ' III-i I I-III-I I _i I I_I I I_ _ _ _ _ _ I ~ _ ~ _III III III III III J >>j.. P • N0~ . 0 ~ / ~ W N
EXTEND CLASS t RIPRAP -III-III=III=III=I = _ - - - - - I ~ III III III-I I I I ' , III III-III- _ _ _ I UP SPILLWAY SIDESLOPES ~o ' '-III=III_ _ _ _ _ _ _ _I I LL - (y M ~ ~ ao ~
w _III_III-III_, _ _ _ I. II III III II 10' MIN,~?{ ' , ~ I-III-III-i ~ .
I ~ y ? * J,
1' MIN. FREE BOARD wavt;;;n;yy;;urrtr.v.r,v;;~yr;ur;,.,,~;;,vnw+r;;{Vy~ ~ pfOIMeNT 1' LEVEL SPREADER Der -
}~t,;;;;;}~;,;,}};,t~;}:,~},i„i'}}~fi}}.ifi:~;;,}}X~}}}:~},~}}},~}}t•}}}}},ti~; rr AIL CROSS secnDN
3' MIN. ,,,}r;;.^.v;rvav;;;;r.Yrr.+..rr...,...,.;;..,..,.;;;rrr. / E4~ iYYti41~i;ivi}}}}t}}}i%ti}};;i+r?itiiitii..i+;}Iiifi;;;t~s'' / '~%1}q{.'i;nri?~ifi'ii.~%ti;tiii~%r}}}.}}rr'r~i+r}'ri'r~v}Ri~}}'r'r~4;Y lI/j 88R,y :vi.•rvSv;..'rrv,}.rx~';xavuatiw,vru.'++;+'"~' ~5 WASHED STONE / . ~ (10 cm); 6` MIN , H m
\ » \ - prnU
SECTION THRU BERM AND FILTER PERSPECTIVE VIEW ~ ~V/\//~//~ J ~ , " WASHED STONE Y i' Q' Q
iAA% '~~1~'0~"~~ - NOTES: APPUCABLE AT ALL POINTS OF INGRESS AND EGRESS \ I ~ ~~1 . cm-i , cm) UNTIL SITE IS STABILIZED. FREQUENT CHECKS OF
1 TEMPORARY SEDIMENT BASIN ~ • • • + • + / VEGETATED : ' •TRNiSIiR7N • + ` \ ~ ~ . THE DENCE AND 11MELY MAINTENANCE MUST BE PROVIDED.
i t DIVfR510N ' + ~ ro 0 6AA8E . _ _ / 'a vv/v~~. v/v \ O
' //v//v \/\i/\ , , . y . • . • . • B TEMPORARY GRAVEL CONSTRUCTION .
/~v/i~r~ ENTRANCE /EXIT
+ • + • • • + STABEIZED
+
. + 6 . . + ® LENGTH
L , P REPARE SOIL BEFORE INSTALLING E "ORE INSTALLING BLANKETS INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. NOTE: ,
WHEN U LNG - - N T ' • S CELL 0 SEED DO 0 -O-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN. 0
• ~ • + 2. BEGIN AT THE TOP OF THE CHANNEL ~ . ` + . ' . + + . • • + WITH APPROXIMATELY 12" 30cm 0 \ ; • ( ) ' OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6" (15cm) DEEP X 6" (15cm} WIDE TRENCH 3 LY 12" (30cm} OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH, ANCHOR THE t~ o
\ o % + • + + + • • • + + BLANKET WITH A ROW OF STAPLES/' ~ / + + • • • AND COMPACT THE TRENCH AFTER !OW OF STAPLES/STAKES APPROXIMATELY 12" (30cm) APART IN THE BOTTOM OF THE TRENCH. BACKFILL o ~ TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30cm) PORTION
• • + + OF BLANKET BACK OVER SEED AND OVER SEED AND COMPACTED 501E SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES p
\ \ \ 1 ~ / ~ + ' SPACED APPROXIMATELY 12" (30cm; CLASS 1 RIP RAP(SEE SECTION THRU BASIN BELOW) ~ / ~ - • • + • • • • + • + + • + • + ATELY 12 (30cm) APART ACROSS THE WIDTH Of THE BLANKET. ~
3. ROLL CENTER BLANKET IN DIRECTIOP ~Ow \ J Levu sPReaDE>? eerAlL + AGAINST THE SOIL SURFACE. ALL B VKET IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL, BLANKETS WILL UNROLL WITH APPROPRIATE SIDE RIP-RAP 3 SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES
i i / ~ ~ IN APPROPRIATE LOCATIONS AS SHO / SHOULD P TH H H DCATIONS AS SHOWN fN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM ,STAPLES/STAKES :D THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN, I
~ ~ coxsmucnoN sPEaETCAnoxs BE LACED ROUG EAC INVERT CLASS t RIP RAP HEADWALL t. THE NAi11N0 sHgAD BE A AnNnAlN aF 4-FT. w0E E1rRNONiO a aN%RS 0148 RIE !1P AND BURIED 4. PLACE CONSECUTIVE BLANKETS END fE BLANKETS END OVER END SHINGLE STYLE WITH A 4"-6" 10cm-15cm OVERLAP. USE A DOUBLE ROW OF 1 ~1
F OW PIPE a INaES DEEP Ix A wmcu. mENa oN THE LowPn mDE nIE uPPFR EDGE SrwulA BUR STAPLES STAGGERED 4 (10cm) APy L ADAINST 9N001HLY WT SOD AND BE 9ECIRaELY HE1A IN PLACE 1wiH CLOSELY SPACm HEAW WTY " ) ( ) 3 :D 4 (10cm) APART AND 4 (10cm) ON CENTER TO SECURE BLANKETS,
- ~1 ~ ' . z a~st~~r i~~REicER u~Pis I~EVaEL wR usrarw 5. FULL LENGTH EDGE OF BLANKETS A' ~j ~ ' ~ ' " ~ a CONSTRUCT THE tE1FL SPREAAFA ON UNDISTURBED SqL NOT ~NO a sroRN RuxaPr 12" 30cm APART IN A 6" 15cm ( ( ) ( ) OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY ?L~ 'IN A 6" (15cm) DEEP X 6" (15cm) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
~ ' ~'w / 4. CON5IRIICT A 20-FT. TRANSInaN SECTION fAdl n1E gV4RSI0N CHAtII$L ro BlElq SN001HLY ro ' ' n~ w°TM u+D °EPTM aP TME sPRE1°ER' 6, ADJACENT BLANKETS MUST BE OVER VIII I Q DISPERSE RUxOFi FTNJN THE SPREAOFR ACROSS A PROPERLY STAESAED RAPE NOT ro E%C3ID EXISTING GRADE fS MUST BE OVERLAPPED APPROXIMATELY 2"-5" (5cm-12,5cm) (DEPENDING ON BLANKET TYPE) AND STAPLED. TAIL DRCH
SFWM ~ N5 WASHED STONE. t' THICK X 3' HIGH MIN. lox HARE suRE n+E SLOPE Is sumaENnr sNOOTH ro KmP now moN cwcENmARNa TO ENSURE PROPER SEAM ALIGNMEP / EIV7 STOR4G e. ~NEIIEDIaPAtE~ E Af1ER ITS coxs!RUCnax, aaPRaPmArar sEtn Axo NuLa+ 1HE ENnRE asiuRBm n1 :R SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN FLARED END SEC110N (LENGTH AS REQUIRED)
E AREA / soREAAER WITH THE COLORED SEAM STITCH OP i- ~ \ / SEAM STITCH ON THE BLANKET BEING OVERLAPPED.
7. IN HIGH FLOW CHANNEL APPLICATION ~ A DOUBLE ROW OF STAPLES STAGGE WNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT (9m-12m) INTERVALS. USE RIP-RAP • STAPLES STAGGERED 4" (10cm) APART AND 4 (10cm) ON CENTER OVER ENTIRE WIDTH OF THE CHANNEL.
- CONSTRUCTION PARAMETERS e. THE TERMINAL END OF THE BLANKE F ~ OF THE BLANKETS MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30cm) APART
TYPE ENTRANCEV.'!DTH DEPTH HNDWIDTH LENGTH IN A 6" (15cm) DEEP X 6" (15cm) ~ CgQjF; GRAVEL & RIP RAP FILTER BERM A TO' 0.5' 3' f0' SEEP X 6" (15cm) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING,
BASIN DETAIL IS DESIGNED TO PROTECT 8 t6' 0.0' 3' 20' A NOTE: SECTION
PERSPECTIVE VIEW ACRES ORIPLESS.VERTS THAT DRAIN 10 C 24' 0.T 3' 30' B C D 24' 0.0' 3' 40' -C CRITICAL POINTS + HORIZONTAL STAPLE SPACING SHOULD BE ALTERED FlL1TR FABRIC IF NECESSARY TO ALLOW STAPLES TO SECURE THE
E 24' 0.9' 3' S0' A. OVERLAPS AND SEAMS CRITICAL POINTS ALONG THE CHANNEL SURFACE. ~ B. PROJECTED WATER LINE
F 24' 1.0' 3' 60' A C, CHANNEL BOTTOM/SIDE IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE g • RIPRAP FES
B SLOPE VERTICES OR STAKE LENGTHS GREATER THAN 6" (15 cm) MAY 11 BE NECESSARY TO PROPERLY ANCHOR THE BLANKETS,
4 LEVEL SPREADER ~ AREAS TO BE DISTURBED SEDIMENT STORAGE PIPE INVERT 11 -C
(CUT, FlLL, ETC.) FLOOD STORAGE ZONE RIP RAP HEADWALL 14649 HIGHWAY 41 NORTH, EVANSVILLE, INDIANA 47725 USA 1-800-772-2040 CANADA 1-800-448-2040
t' 2' f"f-1 _ NATURAL www,nagreen,com
GROUND 1.5 3 FLOW SEEDING SCHEDULE
SOW 1.5 (REVISED: 1-1-86)
CLASS 1 RIP-RAP FILTER FABRIC DIMENSIONS ARE
MINIMUM ACCEPTABLE }~57 WASHED STONE UNLESS OTHERWISE MAX, SEDIMEM DEPTH(CLEAN OUT POINT) t s INSTRUCTIONS FOR DITCH LrER Shoulders, Side Ditches, Slopes (Max 3;1)
NOTED. 11 DATE TYPE PLANTING RATE
Aug 15 -Nov 1 Tull Feeeue 300 Iba/acre
SECTION THRU BASIN, FILTER AND CULVERT P)PE Nov 1 - Mar 1 Tab Fescue 300 Ibe/acre
R Abruzzi Rye 25 Iba/ocre Mar 1 -Apr 15 Tall Fescue 300 Ibe/acre
Apr 15 -Jun JO Hulled Common Bermudagrose 25 Ibe/acre
2 TEMPORARY INLET PROTECTION Jui 1 -Aug 15 Tall Fescue and 120 Ibe/acre +'+Browntop Millet 35 Ibe/acre
•++or Sorghum-Sudan Hybrids 30 Ibe/acre
y : ~ ;
~ 4' ~ Slopes (3:1 to 2.1)
Mor 1 -Jun 1 5ericea Lespedeza (scarified) 50 Ibe/acre
SILT FEFIGz - - SILT FENCE.
A (Mar 1 -Apr 15) Add Tall Fescue 120 Ibe/acre `"~'r''- A n~:LC; ~,ti, t,~~,,.' (Mor i -Jun 30) Or Add Weeping Lovegrose 10 Ibe/acre , ~ I~<.v.vJOs •
1"DIAME?~'R wacyFO STONE ~ STONE. ' ' ' 't ' (Mor 1 -Jun 30) Or Add Hulled Common Bermudagross 25 Ibe/acre t~ MaR,~' ~~t s1 .;t~r;1\.~
2' EXISTING , Jun 1 -Sep 1 +*+Tall Fescue and 120 Ibe/acre ,i~ a+ "i:
GR04"~^ ~ -r t', Browntop Millet 35 Ibs/acre ,~'v1 u, ;;ir'•i'~~`•`~'
t. >{R. Z' +?+or Sorghum-Sudan Hybrids 30 Ibe/ocre ' ?6_ II., _ Sep 1 -Mar 1 Sericea Leapedeza (unhulled-unscorified) 70 Ibe/ocre
J. I-- n; OPEN and Tall Fescue 120 Iba/ocre ' INLET (Nov t -Mar 1) Add Abruzzi Rye 25 Iba/ocre =
J r m J
8'
s ,1,,' W
INSTALL A SILT FENCE OUTLET AT ANY LOW POINT IN A SILT FENCE THAT COLLECTS BETWEEN O.;i ACRES AND 1.0 ACRE OF DRAINAGE AREA. r: ~s 1, , . ~ ~ ` , ; ~y ~ Consult Conservation Engineer or Soil Conservation Service for Q
~ ,,,..4' r, ~ additional Information concerning other oltemativea for vegetat(on of W denuded areas, The above vegetation rates are those which do well under p
81LT f~NCE OUTLET local conditions; other seeding rate combinotione are possible. R'
Z W 0 ~Q
+++Temporory -Reseed according to optimum aeoeon for desired permanent F W vegetotion, Do not allow temporary cover to grow over 12" in height before a ~
4-tl' Diameter Rlprop mowing, otherwise fescue moy be shaded out, ~ a U N
Spillway f"" 6' OC MAX "'I W J Z ~
_ 1) TOTAL DRAINAGE AREA FLOWING ,D SEEDING SCHEDULE p
-III-I~ 0 ° 0 ° 0 ° 0 i MIn, 2.1 O ° O ° O ° O °i-I I FENCE !dAY NOT EXCEED 1 ACRE. CE O O O V U V V V V O O O O- = 2 SILT FENCES SHOULD NOT BE Stlt FEN 11 J
(-III-I , 0 0 0 0 0 0 0 0 0 0 0 0 0(-III-I I ) -1] 0 0 0 0 0 0 0 0 0 0 0 0 C'- USED Ar PIPE OUTLETS DR IN - II=III=1~ 0 0 D 0 0 O 0 0 0 0 O O_III-III- AREAS OF CONCENTRATED FLOW ~ FLOW OF WATER 3' TALL METAL POSTS. TYP. ~ ~ W1RE MESH. 1/4" OPENINGS, (TYP.) ( ) W 1,5' BURIED, 1.5' EXPOSED. ~ p
- - ~°O°O°O°0°O°O°O°°°O°O°O°- - - CREEKS, DITCHLINES, SWALES ~ I I I I 1 ~ 1= I I=III-n 0 0 0 0 0 0 0 0 0 ~-III=III=1 I III PR 1/2" DIA, STONE, (TYP.) W O (x,57 DOT WASHED STONE.) Q
- - _ ~ 0 0 0 0 0 0 ° 0 0 0~ _ - - Frc. ~ ~DppGE _III=111_111-I.° ° ° ° ° ° ° ° ° °_,_111_111=III- D,MENT
- - - - °0°0°0°0°0°0°0°0°~- - - - ~,o'~ sE I III-III-III -III-III-III-II TO INCREASE S10RAGE CAPACITY AND n n n n n n n n n,~, „ 1.) CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES o
PROLONG THE LIFE OF THE SILT FENCE, IT o Fr n V(W IS GENERALLY ADVISABLE TO DIG A ~ DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE. IW- o 2,0' O M
Exleting Channel Banks SEDIMENT PIT IN FRONT OF YOUR SILT FENCE WHENEVER POSSIBLE. 2.) RIP THE ENTIRE AREA TO 6 INCHES DEPTH, o i.5 3,) REMOVE ALL LOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS
The downstream toe of the atone inter moat be LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. w
wider than the top width of the spillway to 12 GAUGE 4"X4' OR 2'X4" WELDED WIRE provent outflow eroding the channel boob. HOOKED ONTO PERFORMED CHANNELS ON _ 4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE ~
STEEL POSTS, (NO WOOD POSTS) ) ~ ~ UNIFORMLY AND MIX WITH SOIL (SEE BELOW Z
ULTRAVIOLET RESISTAM (BLACK) MIRIFl 5.) CONTINUE TILLAGE UNTIL AWELL-PULVERIZED, FIRM DATE: 8119102
2' Min. Tap of Berm ar Channel FABRIC OR EQUIVALENT SECURED TO WIRE a W/ METAL CLIPS OR WIRE AT B" OFF ~ REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 fNCHES DEEP.
CENTER, 1' MIn, Joe No: 17951 5
J J 0 U 0 U 0 L Croat of Spillw° J ° O O O L y MAX. SEDIMENT STORAGE LEVEL REMOVE SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK DRAWING: 17951
i' Diameter Washed 1 J ~ 0 ~ 0 ~ 0 n 0 n 0 0 L , SEDIMENT WHEN THIS LEVEL IS REACHED OR 7.) MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. DESIGNED; LMH
Stone Fllter 1 Th(ck o''o°o°°°o°° AS DIRECTED BY CONSERVATION INSPECTOR. o 0 0 o a 0 0 0 0 0 0° 0. b 1"DIAMETER WASHED
~'o°o°o°o°o°'0 0 0 0 0 0 0 0 0 0 1 • 8"• . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:1 Stops ~ ? o B.) INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR DRAWN: LMH
•o°o°a°o°oo° 0 0 0 0 0 0 0 0 0 0 0 , , _ - - _ , TRENCH, COVER W SOIL do TAMP BACKFILL A°o°°o°o°o°•°'0°0°0°0°0°0°0°O°0°0°0°0°0 - - - - SH ET DRAJNAG /N RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF CHECKED:
o°o°o°0000°~'0 0 0 0 0 0 0 0 0 0 0 0 0 0 E E (0 LY) STAND SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES. HORIZONTAL SCALE;
- - NATURAL GRADE 0 0 0 0 0 ~ 0 0 0 0 , 1' Min. .'.};tiff NA
Cutoff tronch backfliled with ~ 0 n 0 n 0 ~ CARRY APPROXJ 2" OF FABRIC INTO stone io tie Rlter Into ~ z 9,) CONSULT CONVERSATION INSPECTOR ON MAINTENANCE TREATMENT VERTICAL SCALE: - - - - - AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED. NA
eziding ground and provent S failuro.
~ neeev c• nr unoc i~rcn rorunn
Z min ~rnn u yr * APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ ACRES (3 TONS/ JI 1tt I IVU.
sECrioN nmc i~w mcn~n, STEEL POSTS ® S' O.C. MAX.. (NO WOOD POSTS) ACRE IN CLAY SOILS)
SECTION A-A FERTILIZER - 1,000 lbs. / ACRE -10-10-10 SUPERPHOSPHATE- 500 Ibs> / ACRE -20% ANALYSIS
3 TEMPORARY CHECK DAM 5 TEMPORARY SILT FENCE THIS TYPE OF INLET PROTECTION IS FOR CATCH BASINS, CURB MULCH -2 TONS / ACRE - SMALL GRAIN STRAW INLETS, YARD INLETS, AREA DRAINS, AND JUNCTION BOXES ANOTHER - ASPHALT EMULSION 0 300 GALS./ ACRE
it 1+ E BEFORE AND AFTER THE TOP OF THE STRUCTURE IS BUILT. 1 2
7 TEMP. INLET PROTECTION -
11 „ rl , SEEDBED PREPARATION
OPEN INLETS „
OF 12

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COVER SHEET 1
ROADWAY PLAN 1 PROFILE -SADDLE RIDGE DR. 2-5
ROADWAY PLAN /PROFILE - BRIDLE CT. & WITHERS LN. 6
ROADWAY PLAN (PROFILE - STIRRUP LN. & BUGGY LN. 7 SITE
EROSION. CONTROL PLAN 8.9 S.R. 1123
STREAM BUFFER IMPACTS & STORMWATER MANAGEMENT PLAN 10-11 m N P
ROADWAY DETAILS 12 Nr
STORM DRAINAGE DETAILS 13 LL
STREAM CROSSING DETAIL 14
EROSION CONTROL DETAILS 15
S.R.1122 ~ ,~QO
NOT TO SCALE
¦
~ ~
¦
GENERAL NOTES:
1, CONSTRUCTION ON THIS PROJECT SHALL BE IN ACCORDANCE WITH THE NORTH CAROLINA 2002
STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES.
2. THE GRADE LINES DENOTE THE FINISHED ELEVATIONS OF THE PROPOSED FINISHED PAVEMENT.
GRADE LINES MAY BE ADJUSTED THEIR BEGINNING, ENDING AND AT STRUCTURES AS DIRECTED
BY THE ENGINEER IN ORDER TO PROVIDE A PROPER TIE-IN.
3. UNDERGROUND UTILITIES MAY EXIST ON, ALONG OR WITHIN CONFLICT OF THIS PRO,iECT. THE
CONTRACTOR IS RESPONSIBLE FOR CONTACTING NC-ONE-CALL OR THE APPROP,RI=:1 E UTILITY ' ~
COMPANIES PRIOR TO ANY EXCAVATION.
4. THE EA SITE BORROW OR W RTHWORK ON THIS PLAN DOES NOT NECESSARILY B ~ ASTE
MAYBE REQUIRED.
FAND ADJUSTED BY THE ENGINEER IF NECESSARY. 5. ALL PIPE INVERTS TO BE VERIFIED IN TH,E
6. ALL CONCRETE PIPE SHALI~E REf(4~'ORCED CLASS III.
7. THE CONTRACTOR SHALL PERFORM ALL CONSTRUCTION IN ACCORDANCE WITH LOCAL CITY COUNTY
AND STATE BUILDING CODES.
8. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE DEMOLITION OF ALL EXISTING ON SITE '
FACILITIES, ABOVE AND BELOWGROUND. THE CONTRACTOR IS ALSO RESPONSIBLE FOR REMOVAL OF '
ALL WASTE RESULTING FROM DEMOLITION, AS WELL AS GRADING AND FILLING OF ALL DEPRESSIONS
LY ACCEPTABLE. TO INSURE THE SITE REMAIN AESTHETICAL
9. THE CONTRACTOR SHALL OBSERVE ALL REQUIRED SAFETY PRECAUTIONS IN THE PERFORMANCE OF
ALL WORK IN ACCORDANCE WITH OSHA.
10. THE CONTRACTOR SHALL GRADE, SEED AND SOD OR OTHERWISE PROVIDE TEMPORARY AND
PERMANENT STABILIZATION OF ALL DISTURBED AREAS, ESPECIALLY SLOPES. SEE EROSION J7 ~
CONTROL INSTRUCTIONS, IF APPLICABLE.
11. ALL PROPOSED UTILITIES TO BE UNDERGROUND THROUGHOUT THE SITE IF ALLOWED BY LOCAL CODES. 39 s 4i 42
3 ~ ~ ~ 44 ~0 ~ ~ 12. WORK WITHIN PUBLIC RIGHT-OF-WAYS SHALL BE IN ACCORDANCE WITH ALL STATE AND LOCAL ~
OA REQUIREMENTS, NOTIFICATIONS, STANDARDS AND POLICIES.
13. ANY SUBSTITUTIONS CHANGES OR MODIFICATIONS SHALL BE APPROVED BY THE PROJECT ENGINEER 0
0 4s SO 0 47 O 0
PLANNING DEPARTMENT STAFF, AND DEVELOPER. 33
14. PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL
PERMITS NECESSARY TO CONSTRUCTION. THE CONTRACTOR SHALL READ ALL PERMITS AND ENSURE THAT 51 0 0 ~
0 CONSTRUCTION COMPLIES WITH THE PERMITS. REQUIRED PERMITS MAY INCLUDE, BUT ARE NOT LIMITED 32
T0. CITYlCOUNTY APPROVALS/PERMITS, NCDOT PERMITS, DRIVEWAY PERMITS, RIGHT OF WAY g7 S9
ENCROACHMENT AGREEMENTS, EROSION CONTROL PERMITS, NCDENR PERMITS, WATER PERMITS, SEWER ~
ea ~ PERMITS, ENVIRONMENTAL PERMITS, WETLAND DISTURBANCE PERMITS, STREAM CROSSING PERMITS, 3,
POWER EASEMENT ENCROACHMENT AGREEMENTS, USACEIDWQ PERMITS, AND STORMWATER PERMITS. 1F 81
THE CONTRACTOR HAS QUESTIONS ABOUT PERMIT LANGUAGE, OR THE NEED FOR A PERMIT, HE MUST
30 CONTACT THE DEVELOPER AND THE ENGINEER PRIOR TO BEGINNING CONSTRUCTION. O
93
29
28
27 O
ti 2S zg WILLIAM M. & KATHY M. ARRiNGTON
Q /8 Q O ~ Q
17 24 61B1e1p 30618TH ST. 2a ®eq~ee ~A®eEe
O C 6~o N CA~O s©~ BUTNER, NC 27509 O \ 9 e®0809
ARCHITECTURE ENGINEERING ,9 ~e , ° sss ° ~~o DEED BOOK: $85-649 ss ~c.o R 9
,S 12 O PLANNING CONSTRUCTION e og o
13 9 Z, SER4~ - e s n
t4 POND 1000 CORPORATE DRIVE, SUITE 101 POND ~~54~~ ° t~~ q ~ e ( OGS ~q3o
HILLSBOROUGH, NC 27278 ,,~se ~ 10 ~ ~ '9~ `a w" O 2~ O •°s'V . ~9°
VOICE 1914 732-3883 FAX [phone]b
wwwsearbrown.com a~~oo J. f3 ae ~d~ 1889F98 t`
19
14.1 Ivi Pi ROBERT CHMEI RU -SR 1123 iFPEI RU. -SR 1123`!_
eooZ o 1 130 PROJECT NO. 17951
dnoa~ iopisaNVU,~ SHEET 1 OF 15
SITE MAP MAP
NOT TO SCALE SCALE

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, \ \ ~ DISCHARGE #8
' ~ LEVEL SPREADER J

4 ice'' \ ~ . \ ~ _
ri a
LOT 28 \ ; _ v ~ ~ r
~ 1 ~ O i
/ ! ~!y' J
~ 2 ~ ~ / j i0' DRAINAGE
LOT 26 EASEMENT
LOT 27 ~ , , ' ~ , ' ~ TREE PROTECTION F
_ / DO NOT DISTURB THI EE PROTECTION FENCE ~ NOT DISTURB THE BUFFER
f~' ~ ~ ~ ' BEYOND THIS FENCIP ~ ~ YOND THIS FENCING.

\ ,r', ti, e DISCHARGE #7 + ~ DISCHARGE #4
LEVEL SPREADER ' LEVEL SPREADER DISCHARGE #4 EVELSPREADER
BUFFE T P R IMPAC #1 ~°s ~ f
SEE TABLE. / 3 DISCHARGE #5 -DISCHARGE #5
l 5~' ~N. ° '/r' ~ LEVEL SPREADS ; w, LEVEL SPREADER
/ ~ . 120 i LOT 25
i j l ~ ~ / p0
/ ~ ~ F ~
/i / ~ / d'//
/ ' ~ ~ ~ TREE PROTECTION FENCE / ;t
/ %DO NOT DISTURB THE BUFFER ~
~ ~ ' ;BEYOND THIS FENCING. , / ~ ~
~i,; ( ~ ~ x~ \ ,SOT LOT 24
\ \ V i i 1 30
\ \ V1~ \ ~ f f, , f ~ V F ' ~ ' ~ ~
` I t^~1
~ / LOT 17` ; ~,r,
l ~i ~ _ A ' ` ~ ~,/r , _ ~ l~y 4 ?5 , ll ' ~
r ~,'~r ~ ' LOT 23
~ gIlFFE~ I l i l ~ ~ i
` N q-.. / O~ ` ~I~ / _ - - - 50 i~s,~'~'~iJJ ~ ~ r
` wt... /Iwww F ,~o AppY0B~E8Ria~a~C<
BUFFER IMPACT #4 ®g,~q0 C~~~ "Sy". ~ ~
~ , - s4 - ~-e ~R1PP` ~ ce ~ a~~~se,~~E9~, SEE TABLE. ~ ~ 96
~ N-=~. - - - LOT 16 t ,,_O, m e 9 P p d
( ~ ~ , ~ ~ 1 ' ~V. 0 y~ 0 ¢ 0
' ~ r ' LOT 22 4S3 e - ~ 26
~ - - _ - ~ ~ ~ LOT 12 ~ r y 15 DRAINAGE t' ~ ~ o~T o ; r~,, k ~ ~'rA `6
~ rr ^ _ EASEMENT k ~ ®~ifl ` eta °~J~~'' ~ DISCHARGE #2 ~+a~ A ~ ~®o,°~~*'°°°°~~~'~
~ ~ v ~,~,F' LOT 11 1 ~ ~ ~ LOT 11 ~ LEVEL SPREADER ~ ~ ~`zAe, ~cr~. Eii~:'~'°s~~~ R S,o
1 1 LOT 15 /i n/ l i ...r ~
I ~ i? ~ T T
t ~ 1 / 1 I' I I N / , i i ~„I ~ ~ ~ ' TREE PROTECTION FENCE ~
I r I / J J - DO NOT DISTURB THE BUFFER ~ ~ ~ o ~
ll I i 1 ~~~Nt r. I. I aoE~ ,--w'"w LOT 13 I BEYOND THIS FENCING. \ ~ ;LOT 21 1 ~
1 ,pµp,1N I ~ ~ ~ f:^
I I . 20 I; I I 1 r' I 4
I { LOT 14 I DISCHARGE #1 I
I ~ I ///1 LEVEL SPREADER 0
~ I ~ DISCHARGE #3 I ~ I 1 LEVEL SPREADER I P ND I F
NOTES: I I " = ' I ~ ~ z' ~ ~ N ~ ~
NOTE A l l ~ rr 2 I ,i°~ / N W i~ r ~ Z ~ W W_
THIS PROJECT CONTAINS JURISDICTIONAL STREAMS. THE CONTRACTOR MUST / / ~ PHASE _ LIMIT STREAM BUFFER IMPACTS TO THOSE SHOWN ON THESE PLANS, ~ ~ I ~ I i ~ ' 7 ,i ~ W i' W
T E E PLANS. / / / - ; ~,.o:,.. / ~ _-SE 1 I r LEVEL SPREADERS MUST BE BUILT ACCORDING 0 TH S / FEMA FLOODPLAIN r ~ ~ ' PHA ~,I ~ LOT 20 -
/ FLOOD zoNE ~ BY OTHERS) I NOTE "B" / 1, ! LOT 1 ~ ~ i~ ~ C~ a i LOT 10 W ~ ~
A PORTION OF THIS PROPERTY IS LOCATED IN FLOOD ZONE A AS DESCRIBED IN / / ~ ~ FF~~ i _ ~ o 0 ~ ~ ~ ~
FLOOD INSURANCE RATE MAP #37077C1025C, DATED 9!28190. ! ~ ~ 1 0~ ~i 15 ~ ~ ~
I ~ I, ~ _ ~~g~PP i I' / / ~~'~,ti r M ~ ~ .c 9 w o o
1 I I E~s~ O' i 1: { I ~ O F~~ ~ / ti~ 1 I ~ ~ 1 i ~F ` i ~ , ~ a A ~
1 I ~ I i ~ - 24" CPP~~ 1PN8 r' TEMPORARY NEUSE BUFFER IMPACTS / ~ ; PPR ~~1'
ZONE 1 ZONE 2 TOTAL / ~ , / \ ,~'i ~J ~i ~ _ m a
IMPACT IMPACT IMPACT ~ / i~ 50 O ~i: ~ r N 2n: , . .
IMPACT# (SF) (SF} (SF) / ~ ~ ~ ~ ~ ' / _..-~"i ~ LOT7 ~ LpT-9- 1r z
4 0 2,039 2,039 LOT 4 ~ ~ ~ ~ ~ ~w.~ TOTAL o 2,oaa 2,o3a j ` BUFFER IMPACT #3 LOT 3 LOT 6 DATE: 31113
, ~ ~ - SEE TABLE. ' LOT 8 JoB No: 17 51
1 ~ v, LOT 5 i I _ 9 ,r
PERMANENT NEUSE BUFFER IMPACTS ! ExIS~ING ' DRAWING: 17 5 7 - i r
ZONE 1 ZONE 2 TOTAL ~ DRIVf:WAY IMPACT IMPACT IMPACT ~ r90 DESIGNED: y LMH
IMPACT# LOT 2 (SF) (SF} (SF} 4 L 80 y ~ ~ LMH \ DRAWN;
, , 1 8138 5407 13545 ~a v , ~ _ . _~a e. ~ v ,
/ 2 5,803 3,888 9,671 r~__~_ CHECKED: 0 ,
3 1,489 1,014 2,483 / ~ HORIZONTAL SCALE, I
TOTAL 15,410 10,288 25,699 + 1 -i00 r~
VERTICAL SCALE: m .
STORMWATER MANAGEMENT TABLE ~ i
a ~ TGF-P`dec,`=' ~ CLIf:GT AI(1
AREA t Cc 110 010 STORMWATER MANAGEMENT DEVICE L_ IIGAD _ OOPUBLIC R/W
DISCHARGE# (ac) (in/hr) (cfs)
1 0.21 0.387 7.22 0.59 10' LONG LEVEL SPREADER
2 2.19 0.363 7.22 5.74 75' LONG LEVEL SPREADER
3 2.05 0.388 7.22 5.74 75' LONG LEVEL SPREADER
4 1.88 0.387 7.22 5.25 68' LONG LEVEL SPREADER 5 0.90 0.398 7.22 2.59 34' LONG LEVEL SPREADER SCALE: 1" =100'
6 0.26 0.443 722 0.83 11' LONG LEVEL SPREADER 100' 0 100' 200'
7 4.05 0.319 7.22 9.33 121' LONG LEVEL SPREADER OF 15

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1 1 ~ - ~ U i 1 1 2 Z ~ ~
~ i' ~ 111 Z o_0 1 U Q
~1 1 ~ ~ 11 1 122 Q n.
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O 1 11 1 Q`'
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S LOT LOT 44 1 ;1 1 NOT TO SCALE 1 ,1 1
1 11 t
~G A ~ LOT 40 LOT 43 1 ;11 1 11 1
;~.ti LOT 36 y LOT 42 1 ,11 J 1 1• ,
LOT 41 ;1,
1 ;II i I I i
~ ~p ' DISCHARGE #15 - o ~ r ~ ~ LEVEL SPREADER CHARGE #15 ( I l\ IEL SPREADER I \ ~
0 a , l fir/ ~
~ _ ; ~ ; 1 /
A , _m.~.._, _ ~i~ .,M / ~j ~ ~ ~ %
s. ~ _a „ r " . - , I 1
LOT 35 c'~ ~ _ Il I I
~ ~ ~ ~ NAGE 20 DRAT 20' DRAINAGE ; I I I
EASEMENT 180 EASEMENT III I it I I
it I ( I II 1
` ~ III I
0 ~ 7~ _ Q III I III I
LOT 34 ~ I II I I 11 I \
~1 \ \
i \ \ 1 \
\ \ \
LOT 49 LOT 46 \ \ \ \ \ \ \
LOT 48 LOT 47 \ \
\ \ \ \ \ \ \
LOT 45 \ \
o ~ LOT 50 0 \ t i
I lr r 1
I ll l l I ll i I
LOT 33 LOT 56 LOT 56 ( t t 1 I I ll I I
r I ll I I
i LOT 51 f a;l 1 1
) DISCHARGE #1 ~ Jj LEVELSPREA( DISCHARGE #14 I w I f f W l 1 r ! 1 ~ 1 LEVEL SPREADER t m ll l
LOT 55 - 180 , t elrl! m
LOT 53 ERS ~,pNE LOT 54 l ~lrl~ ! . t nQll l Q 1
WRH 160 o _ 1 alll a ! i ~ jl l r f
BUFFER IMPACT #2 DI HAR 1 l ~lll~
GE#3 ~ ~ SEE TABLE. - _ LE L SPREADER ~ 1 =ltl~ 1 1 r I t 1
l l l h I
1 - i E>dT . _ 4 INANE CEMENT lI r 1 ~ w 1 1 I 1
~f' ~ ~ ~ ~ ~ 'r""~ ~ I 1 l / 1 1
t „ , - r / ~i~/
r LOT 32 ' r I r,,~ ' DISCHARGE #11 'y ~ ~ ~ ~ 91r 1'n~„_ 1 ~ ~ ~.~~a
LEVEL SPREADER ~ ~ \ _ m. ~ ; \ o S 1 1 ~ 1 1 1 ~ F;
i'" ~ 1 Q ~y.._ ~ D l~ 12 1 ~ 1 1 11 V 1
~ ~ \ y LEVEL SPRE/~DER _ . ~ G i tl 1 1
~ t\ , , i ~1 1 1 m ~ ~ J~ 1 ( ~
' \ 0 1 . ~ p - - LOT 57 OT 57 ~ i~ / 1 I
\ •`~'As { SEPTIC 1` Z 'A I \ < / a
EASEMENT,~~ ~`Y Cp` ~ ~ LOT 58 1 \ l \ \ \
\ \ ~ ~ \ ,y LO 59 ~ T \ \ ~ \ \
\ ; ~ ~ ~ , ~ ' ~ \ DISCHARGE #9 \ 1
` \ \ ~ LEVEL SPREADER o ~ ` ~ ~ ~ \ I ~ ~ I _ _
/ / ~ J J
~ ~ \ ~ % /
/ ~ / ~ ! i ~ / / I ~
I \ t 1 \ \
~ LOT 31 170 . \ \ \
~ DISCHARGE #10 ~ ~ ~ ~ ~ ~ \ \ z
% LEVEL SPREADER i ; ~ ~ ~ `.LOT 60 ~ ~ \ \ 0 \ \ a
\ \ ~ N
\ \ \ N ~k 4k
DRAINAGEr A ! ~ ~ ~ ~ SF ~ \ \ \ Z d W W
EA5EMENT ~ 70 ~ti ~ ~ ~ ~'ia Z / ~ ~
/ i ~ ) ( ~ ~ / 1 N
~ ~~s ~ti~~~`. G~ / / ~ ~ > ~ i ~ ~ / W o 0
NOTES. ~ ,LOT 61 ~ ~Qj . ~ ~ 15 DRAIN 15' DRAINAGE ( ~ ~ ~
~ EASEMEf EASEMENT \ \
NOTE "A" ~Qj ~ G~,c O THIS PROJECT CONTAINS JURISDICTIONAL STREAMS, THE CONTRACTOR MUST ~ F~ ~ 1 ' O O h i\ ~ I F N CO
C ~ ~ ~ ?p. LIMIT STREAM BUFFER IMPACTS TO THOSE SHOWN ON THESE PLANS, LOT 30 F LOT 62 ~ ~ 0
LEVEL SPREADERS MUST BE BUILT ACCORDING TO THESE PLANS. ~ ~ `~IN ~ , qG ~ ,FFgs ' / / ~ ~
„ " ~ ~ . NOTE B , ~ ~ ~ ~~Fj~, ~ / W /Ir / / ,p / d1 , T/ / / p. / ~
A PORTION OF THIS PROPERTY IS LOCATED IN FLOOD ZONE A AS DESCRIBED IN ` N
FLOOD INSURANCE RATE MAP #37077C1025C, DATED 9(28190. w. ~ ~
O i % / ~ / / / DATE; 3112103
~ PERMANENT NEUSE BUFFER IMPACTS l ' / / % JOB N0. I ;~1 ; 17951
ZONE 1 ZONE 2 TOTAL p 1 11 1
IMPACt IMPACT IMPACT LOT 63 ~ IMPACT# (SF) (SF) SF 3 1 ,1 1 \ DRAWING: 17951 1 1 \
( ) DISCHARGE #8 \ LEVEL SPREADER 1 8,138 6,407 13,545 1 `,1 \ \ DESIGNED: 1 \ \ LMH
4,,; 2 5,803 3,888 9,671 ' "'w-. 1 \ \ 1 ~ \ \ \ DRAWN: LMH
, ~ 3 1,489 1,014 2,483 \ \ CHECKED:
TOTAL 15,410 10,289 25,699 ~`j \
LOT 29 HORIZONTAL SCALE: \ \ 1 =100'
t ~ r 5 4 ~ \ \
STORMWATER MANAGEMENT TABLE ; ~ DRAINA E c \ ~ VERTICAL SCALE: \ • \ \ NA
~~n ~.,n erneeun,eree ue~,aneue„r nnen,- ~
DISCHARGE# KImA CC ~~nlh~' (dg) vnmrrnicmm~ivnvuvioiviuwivc DISCHARGE #6
8 0.36 0.517 7.22 1.34 17'LONG LEVEL SPREADER ti LEVEL SPREADER SHEET NO.
'i 9 5.80 0.339 7.22 14.20 185' LONG LEVEL SPREADER ~N, --------1
10 0.08 0.521 7.22 0.30 10' LONG LEVEL SPREADER
11 0.82 0.438 7.22 2.59 34' LONG LEVEL SPREADER
12 0.14 0.521 722 0.53 10' LONG LEVEL SPREADER LOT 28 ~i _ SCALE: 1 100
13 0.33 0.383 7.22 0.91 12' LONG LEVEL SPREADER
14 0.49 0.471 7.22 1.67 22' LONG LEVEL SPREADER - - 1 00, 0 100, 200 - - \
15 3.74 0.379 7.22 1023 133' LONG LEVEL SPREADER ---J/ o OF 15

CULVERT INSTALLATION CONSTRUCTION SEQUENCE Z
i. PERFORM CULVERT INSTALLATION DURING DRY WEATHER CONDITIONS TOMINIAIIZE DISTURBANCE TO EXISTWO CHANNEL. ~ O 2. WHILE THE STREAM6STILL FLOWING IN RS E%ISTING CHANNEL,CON&TRUCTATEMPORARY AVERSION CHANNEL THE OIVERSIINv'SHWLD BE PAPALLEL TO THE E%ISTINO
CHANNEL AND APPROXIMATELY 15' OFfSET FROM THE EXISTING CHANNEL. INSTALL A PLASTIC LINER IN THE DIVERSION TO PREVENT EROSION. 00 NOT REDIRECT KOW INTO ~ F-' THE DIVERSICN CHANNEL UNTIL THE DIVERSION IS fMBSNED BEING SUII.T, ANO THE PLASTIC LINER IS INSTALLED AND SECURED. IN OTHER WORDS. LEAVE STREAM FLOW IN THE U
EXISTING CHANNEL UNTIL THE DIVERSION IS FB118HED BEING BUILT. WN1EN THE DIVERSION CHANNEL IS FINI8HE0 BEING BUILT, AND THE PLASTIC LINER IS INSTALLED, CdJSTRUCT A BEFM NEAR THE CULVERT ENTRANCE TO DIVERT FLOW FROM THEE%ISTNG CHANNEL TO THE DIVERSIOJ CHANNEL,
C7m E Cy m 20'•2" Two PIPES C.~.1 Bn A Bn E GENERAL NOTES; F.Q M'4~ 30'•4" EE PIPER BEE STD, @ 8EE STD, M 89@.46 FOR GENERAL NOTES. 3. MAINTAINDNERSIONANDPLASTICLINERUNTLL.CULVERTINSTALLATIONISCOMPLETE. W N O. INSTALL CULVERT M70 OUTLET RIPRAP PER PLANS. ~ N ~
t•1' Z OPTIONAL MANHOLE CHAMFER ALL EXP08ED CORNERS t". 4 < _ _ M~ Z N 2•V1 @ it-8" N -2.02 OR G3 2-rr3u rr 1 " , H } 5. UPON COMPLETpN OF CULVERT INSTALLATION, REDIRECT STREAM FLOWFROM THE DIVERSION BACK TO THE NEW CULVERT. DO THIS BY REMOVING THE BERM AT THE CULVERT rr0u 10' S ENTRANCE. CONBTRUCTA NEW BERM AT THE OIVERSKIN ENTRANCE TOBLOCK FLOW TO THE DIVERSION. FLOW IN THE DIVERSION CHANNEL SNW LD NOW STOP, AND FLOW Z ~ 2 2 gf SHOULD BE RON7NG TNRWOH THE CLA VERT.
N O ~ S" UBE CLA88 "B" CONCRETEr TNROUGHWT. l„ l CC v ~ N y,OA = GTR. FACE " n = 2 2n m O ~ I 1 MORTAR JOINTS 1¢ s 111 THICK. L1. J d hH Z r O ~ ~ ~ m m 2•Bt 2 Vi @ A FILL FACE ` 2° 2" i~ V 8. REMOVE FI.ABTIC LINER FROM DIVERSION CHANNEL, AND DISPOSE OF IT PROPERLY. GRADE OVER THE DIVERSION TO ACHIEVE UNIFORM TOPWRAPHY. O ~ ~ FILL FACE M+1Q 7. COMPLETEORWINOANDCOMPACTIONPROUNDCULVERTAREA,CONBULTWITHAGEOTECHNICALENGMEERTOOVERSEEPROPEREARTHWORKANDCOMPACTION. W U N
l•,~ Z x D _ _ - _ _ COIN;AVE T00 ALL EXP08ED JOINTS • O O y = m Z S F' OO t7 X X UBE f0AM8 TO CDNBTAUCT THE BOTTOM BLAB. W Lt ~ SDI 1-Vi STR• FACE EE ~ Yt FILL FACE 0O3.=Z M EE ~ Y1 @ B" nyn rr "V"@ 1'•/" I~
x'~ y. m ~ ~ ~ , _ = O r ~ ~ ~ H o ~ x ~ ~ m m ~ I , - ~ o TAIL N yDpO k~ ~ - <m . k a' I I JUYBO BRip( WILL BE PERMITTED. CONCRETE MACK OR 4 Q N Z I I , I • ~ 2•B2 N W D TAIL HI L @ 8 W ~ {L ~ N1 @ 9"PIPE NOT nHn ~ V O r TEMPORARY Y DIVERSION r ~ _0
x O I 7 ~ I m u ! ~7) 80LID CONCRETE BLOCKS MAY 8E USED IN LIEU OF CLAY BRICK H x T~W y O = ~ ~ O ~ i. ZMpr't'l a ~ ~ ~ y" ~ n n n . n OI-1L0 ZM ~1T m o a ,~W l a ti I n .r 1 O ~ N - ~ K Y / ~ FOR 5.0 IN NEIBNT OR 1E88 "UBE S WALL • DYER 8.0 p N - r, BHORRI rr n H = } W SEE SECTION "A" LLI ~ O
n S'- - dl ' ¢O~ ~ O~~"I m ti I ~ ry I 3" DIAL DRAINS Yt 8 ~ ~ ~ ~ - ~ ~ ~ u ~ ~ HEIBNT, UBE 12" WALL TO B'•O FROM TOP OF WALL, AND B WALL O H n 1 0 1 I I 1 I / B„ @ WI L D - = ~ ~ FOA THE AEMAININQ 8'•0". AOJUBT DIMEr18I0N8 AIM QUANTITIES Z D ' a~ I ~ ~ _ - l 8 N y C LL ha ~ X N e OOH ` r rz k`EA#2~14BEIjM r ~ N 0 Q
~-I I ACCORDINGLY, ~M ~ _ L - fL0'N LINE m m ro o ~ 'I~" ~ WN a T4 N d Q l.i. ~ ~ fr. ~ !i.
O ~ IF REINfORf~D CONCRETE PIPE IS BET IN BABE BLAB OF BOX, ~ W y0 - - - - = B' = 3+! .I 3' ADD TO BABE AB BNOIM ON BTANDAAO NO. 84D.00. 0 Z 8n I , 8n en• nTn rr" ` L W N Nr'J
Y r, C', PROVIDE ALL JUNCTION BOXER OVER 8`•5" IN DEPTH WITH 9TEP8 Sn T B" T5 @ 8" 6'' O 000 DU o 3r-On ~ W Z Cf1 U
PLAN 8EE STANDARD 84o.b4 " 12" oN CENTEIN IN ACCORDANCE WITH 81D. 840.88. ~ CON8T. JT, I 2.83 2•Bt 2•Ni 8r-On f0R MANHOLE COVER d FRAME SPACED 8 4-Yi @ B OPTIONAL C' To C' ADJUST'THE STEEL CONCRETE AND BRICK MASONRY QUANTITIES 4-N1 FILL FACE SECTION - I SECTION - AA ~<r ~ . N ~ SECTION - BB ~ ~ _ t` I••U Q = ~ 3
TO INCLUDE 71~ AbDITION OF THE MANHOLE (I.E. DIAODl1AL BARB ~ m .J BRICK NAY BE USED TO S110RTEIMD AROUND OPENING IN TOP BLAB, ADDITIONAL YMUJriE O ~;t w ~ ~ o tif' ~ 0 ~ enL ~ ~uT~IU FoA ENDFNLL ~ ~ ~,+r';; EXISTING CHANNEL ~ 0` ~ ~ 0_ ~ .Q
ADJUST FRAME d COVER HEIGHT BRICK MASONRY, OPENING IN TOP BLAB,) x ELEVATION n TO SURFACE ELEVATION M4X, 1' / MAX, DEPTH OF THIS BTRIICTUAE FROM TOP OF BOTTOM BLAB TO ~ , n AEINF, STEEL 2 PIP @ 8 PIPE8 J W ,_,RIPRAP~.~ H ,n ~ ~ O" ~ Irr BAA SIZE LENBTH N0. IAlrl N0. E1111 J ';~APFtON ~ ~ RCP STORM PIPE , V V O ~
TOP ELEVATION 18 12 FEET. O m TWO PIPER 10 •1 T2 OR T3 TOP d BOTTOM 4" m HEADER ~ O ~ m THREE PIPE9 i6'•2f' T6 @ S' TOP d BOTTOM - Q O \i Fw- Z UmW
Z o~~ COUR8E8 LL ^ W Z 2 B n W ~ ' ' _ x W m ~ ci 119(p- I I I e ~A• @ en N ~ 62 #4 4'•8° 4 12 4 12 O 01 ~ Z pO J U
~n W OUTLET PIPE ~ O O J m O hrl n n ~ Z BANS IN a ~ "w PIPE NOT ~ -H H = „ m O_ W ~ y ~ I I TOP OF FOOTING ' BNOWN ~ B9 N4 7'•0" 4 i@ B 97 W PLAN = Z p ~ "w PIPE NOT = W U Q ^ _ ~ T `f ~ BNOWN 02 k7 tA'•10" 2 11 - Z W Fay ~ J
N x C~ I m EoAF 1 0. ~ C~!1 x e m 21 a 114:1 g6 > d 09 R7 90' 0" 2 128 H a CONSTRUCT TEMP. STREAM DIVERSION PRIOR TO CULVERT fNSTALLATION. Q 4. 'E - MAINTAIN DIVERSION UNTIL CULVERT AND RIPRAP INSTALLATION COMPLETE.
~ ~ ` D INLET PIPE SECTION ~ - - - - - - ~ _ Ht M4 T•2'r 10 18 10 48 ~
x z 5" ~ ~ ~ _ xNC F.JtO Mn~Z c 0 v QUTLET ELEVATION C-C OR D-D a a co ~ p v q ~ H2 IE4 6'-/" 2 1 2 7 W N H3 M4 3'•6" 4 4 9 n
D z ~ ~ ~ 6'•1" I Two ,o SECTION X-X ~ r* _ v ~ v DIMEN8ION8 AND QUANTITIES FOR eRItB( JIWCTION ~XEB p ~ v m 70 ~ ~'"m PIPE I 6" TAPER DETAIL ~ V W
~ r ~ 8EE STANDARD 840.64 ~ ~ ~ ~ v ~ ~ I 10'•2"ITHAEEe•N1 ~"I v FOR MANHOLE COVER d FRAME DIMIENBIONB Of BOX AND PIPE REINFORCEMENT ~ BLAB CUBIC YARDS iglg FOA p1E ~ 7 a x V iA v 8" 0 PIPES I T4 ~ 'APER DETAIL N1 115 3'-11" 1e T4 ~ ~ _ ~ ' a TEMPORARY DIVERSION N2 N4 9'•6" 8 0 8 18 ~ M V ~ ` EXISTING CHANNEL
PIPE 8PAN WIDTH HEIGHT BRAS DIMENSIOMB CONC. BRICK NA90NRY PIPE W~YDS. ~ O ~ N ~ 7n I I ( 8 BPA~ @ 9" "N" SAAB B SPA, @ 8" FILL fACE I~•l = A BRICK MAY BE USED TO TOP d MIN. WALL PER y ~ ~ ~ ~ O ' IN BOTTOM OF FOOTING @ 8" FILL fACE T2 4 24'•8` B @ ~ ~ ~
~ x ADJUST FRAME d COVER ~ D A B H N0. LENGTH E F BOTTOM HEIGHT FT. HT. C•8. R.C. x V x N ~ fll ~ o + t n 6•N2 P 3•V2, 2•V3, 2•V4 2-VB m O ~ Z 8" TO BURfACE ELEVATION MAX, 1 CU• ~ Y0 ~ YD• y F~ ~ ~ H N 9 8 ,3 3 '6~ 2 S A. @ 2'•8" STR. 2•V9, 2•V4 2-VB #4 18'•1" 12 146 W 17 ' W 15' ~
r- O 117 n rr n + n , n + x r " r n +•4n M•1 ~ N '9 m Z PLAN FACE 2-H1, 1•H3 fT1 u X 8 EXP. JOINT 12 2.0 2.0 2.9 I2 3.1 3.4 3 0.412 0,691 D•PB9 0.020 0.082 3 O ~ " „ T6 N4 2'•8" 80 184 122 204 rN4 ~i
~ ~I / 18" 2'-0" 2'•0" P'-8" 12 3'•1" 3'•4" 3'•4" 0.412 0.867 0.288 D.031 0.047 J m v m Z 4 SPA. @ 1r•8° FILL Y2 4 SPA, @ 1'•8° O ~ " ~ ~ " ~ 2 ~ FACE 8•H1, 1•H2, i-N9 H2 STA. FACE 4SPA,@1.8 J ~ W STA. FACE , „ 19 ~ G7 ~ J
~ 1.n Bn 18" 2'•4" 2'•4" 2.8 14 3.6 9 •B 9 •B 0.481 0.814 0.29e 0.044 0.088 W 0 ~ _ ~ r n B" ~ 2-V2, 1•V3, 1•V4, ' ~9 24" 9'•0" 8'-Q" S'•3" 15 4`•1" 4'•4" 4'•4" 0.596 1.478 0.802 0.078 0118 e ~ 81@" ~ 21 4.0 V3 2-Y2, 1•V3, 1•V4, i•Y5 V1 N4 7.3 12 61 Z = m V2 @4 8'•10" t0 @@ 10 38 W ~
n = err 3'•4" 3'•4" 3'-9" 10 4'•6" 4'-B" A'•8" O.B07 L4S1 0.396 0.122 0.170 r ~ m r , 1" ~ VS M4 5'•0" 8 2D 8 20 ~ FASTEN OUTSIDE EDGES TO J y4 Y4 N4 4' • 1" 8 1/ 8 11 ~ GROUND WITH STAPLES
88" 4'•0" 4'•0" 4`-3" 20 6`•1" 6'-4" 6`•4" 1.068 1.889 0.481 0.178 0.288 y ~ a o a Z2 3.8' ~ V4 V6 42" 4'•B° 4'•8" 4'-8" 22 6'•9" e'•0" 6'•On L838 2.608 0.627 0.240 D•829 4 N M Z3 2'•10" 5° H1 N1 V6 V6 M4 9'•2" @ 19 @ 19 ~
48" 6'•4" 6"•4" 6'-3" 28 5'•6" B'•8" S'•5" 1.e1e 2.940 0.880 0,913 D•422 H1 8'•7" _ Z2 @6 4'-0" @ 26 8 26
" 64" 8'•10" 6'•10" 6'-B" 28 e'-11" T•2" T•2" 1.902 8.602 0.809 0.898 0.686 ~ n 1 1~ ~ T4 Z "Z" Z3 k4 9,•4" 8 8 2' MIN. ~
80" 8'•B" B'-8" 8'•3" 30 7'•7" 1'-10" 1'•10" 2.272 4.113 0,888 0.4N D•SBO H3 2.10 HNII BARS 6•N1 " 4•N2 SHEET 1 OF 1 SHEET 1 OF 1 EET 2 OF 2 uHu BARS n 8PA• S 9 SECTION Y-Y ee° 7"-1" T•1" B'-9" 92 8'•2" 8'-6" 8'•6" 2.524 4.778 0706 0.69, 0.798 Z BARS n 4•N2 REINF, STEEL LBB. 713 1018 2 OF 2
840.32 840.32 838 ~ 40 WING ELEVATION ION CG9.1C,8, W, YDB 10.6 19.8 4' E A T - 838 ~ 40 CREATE BERM IF NEC SS RY 0 ACHIEVE
2' MIN. DIVERSION CHANNEL DEPTH. LINE DIVERSION CHANNEL WITH 12' W PLASTIC
LINER, SEE SECTION'S". FASTEN OUTSIDE EDGES TO GROUND WITH STAPLES.
SECTION "A"
OI~TI Y 1'•e" QENEAAL NOTES; C
N ~ UBE CLABB "B" CONCRETE THROIIOIaUT • ~ } 10' MIN, OVERLAP LENGTH
N• Z JUMBO BRIOK WILL BE PERMITTED, CORCRETE BRICK OR 4" 80LID Q y OO CONCRETE BLOCKS MAY 8E UBEO IN LIEU OF CLAY 1AICK5• ~ ¢ C)
m C ~ ~ ~ PROVIDE ALL DROP INLETS OVER 9'•SY IN DEPTH WITH BTEPB 12" W J O ly Z i„1 Z ~ x D X ON CENTER. UBE 8TEP8 WHICH COMPL WITH 8TD DAAwiNG 54D•18• O O N x E%ISTING~BTREAM iEMPORARVDIVERBroN
170 m X OPTIONAL CON8TRUCTIOT • MONOLITHIC POUR, 2" KEYWAY, OR A4 BAR DOWELS AT LL x~ A 12" CENTERS AS DIREC ED BY E ENGINEER, ~ O~
x y ~ O UBE FOAM FOR THE CONSTRUCTION OF THE 80TTOY BLAB. H x N TEMP()RgRYaVERSIWy EXISilNGSTREAM
Z I..l ~ l- ~1 IF REINFORCED 1~NCRETE PIPE 18 BET IN BOTTOM BLAB OF BDX, ADD TO BLAB y F W ~ t7 ~ H AS SHOWN ON STD. N0. 140.00 • ~ O y,l BURY UPSTREAM
• ~ -I~ + n 'AHEM PAYNHIT f0R THE OAOP INLET I8 M40E ON APER EACH BA8I8, THE Z y D ~ 1 •5 CONCRETE APRON WTLL BE yNBIDERED PART OF THE DROP INLET,
y H 1 CONSTRUCT WITH PIPE CROWNS MATCHING. d O
Z -CONCRETE APRON MAX. DEPTH OF THIS BTRUCTUAE FROM TOP OF BOTT011 9LAB TO TOP ELEVATION 1 O I8 12 fEET• SECTION "B" NOTE: CULVERT INSTALLATION SHALL TAKE PLACE DURING DRY WEATHER CONDITIONS.
USE STANDARD FAA1E8 AND QAATEB 840,22 (SHOWN), 840.24(BHONN), 540.20,
e4a•se, allo 940.99. Y 8EE STANDARD DRAWING 94026 FOR AITACHhWNT OF F1VWE8 Ala GRATER NOT 8H0'AN.
9 PLAN CHAMFER ALL EXP08ED CORNERS 1"• m TEMPORARY STREAM DIVERSION FOR CULVERT INSTALLATION
N DRAWING Nor TO SCALE. SEALANT
~ FRAME AND BARTER " " n W ~ m ` " d M
Z MEDIAN OR BIDE ~ CONCRETE APRON 4 ~ DITCH GRADE STOP ELEVATION BEE DETAIL 2 r
M n.,; j o y _ ~i n 'S F I_ _ - - - TOP ELEVATK)N OF STORMWATER - - - 0.5,-1,
H x A n T TEAIAL H W W N ~ = e" e• r ~ B MASONRY ~ ra4 12" ~I - ~ ~ #57 WASHED
Z ~ Sn 4n -•W rs~ ~ Z a ~,_I'i_~ _ _ STONE 1 MAX,
w~ ~ I o NI ~ v ..0. p. j. Q W c ~ D DETAIL ~ ~ .I DESIGN OF SPILLWAYS , I_ _ N
~ ~ D „ " 5" MAX. PIPE THIS BIDE - 18" (AFw011 M/P111i IM11CN) ~ EXLSTIHG SLOPE I- DRAINAGE AREA WEIR LENGTHI ' ' '-I l ~ I I _I I I_I
SECTION X•X DOWEL A I Y•Y M v SECT ON ~ x (ACRES) (FEET) 1 4.0 CLASS 1 RIP-RAP FILTER FABRX;
NZI- N 2 8.0 3 5.0
~ P ~ IEOIAH DircH eRADE x < N mmjz y~~ 4 10.0 5 12.o SIDE VIEW
O I - J _
I I I O -I I I ----=1 I__-, I Z ~ ~ MINIMUM DIMEN8ION8 AND QUANTITIES f0A CONCRETE DROP INLET I ~ I I I I W ~ i DIMENSIONS SHOWN ARE MINIMUM
m PIPE SPAN WIDTH HEIGHT a' w B W. YD. OF BRICK TOTAL DEDUCTIONS I I I I ~ I ~
Ga IN Mi NA80NRY IN BOX CU• YO f0A ONE PIPE I I I I N EXISTING SLOPES NOTE: HEIGHT 8 WIDTH DETERMINED BY EXISTING TOPOGRAPHY AND
~ D A 8 N ®OTfOM H PER TOTAL H IN BOX C.B. A.C. I ~ I I+-MEDIAN D,I. pp BLAB Fr. HT. Bn~,~ m NOTE: INCREASE ALL MATERIAL DIMENSIONS AND HEADWALL DIMENSIONS TO ALLOW LEFT MOST C 12" 3'•8" 2'•0" 2'•5° o.3oe o.a4e o•835 1,146 0.020 o.os2 1' HIGHER IN ELEVATION. SEDIMENT STORAGE REQUIRED. JLEFT MOST CULVERT TO BE
16" 3'•B" 2`•0" 2'•9" 0.308 0.848 0•A23 1.282 0.023 0.038 VARIES KEY R(P RAP INTO THE DAM FOR STABN.IZATION.
1B" 3'•8" 2'•0" 8'•D" 0.808 0.848 1.008 1.318 0.099 0.049 DOWEL "A" 24" 3'-8" 2'•0" 3'•B" 0.909 0.845 1.211 1.620 0.069 0.056 I~ oc 4~ 03. .
HEET 1 OF 1 30" 3'•8" 2'•0" 4'•0" 0.809 0.845 1,854 1.50.4 0.09E 0.127 SHEET 1 OF 1 8" -1'
840 27 9B" 9'•8" 2`•0" 4'•B" 0.809 0.840 1.667 t.eee 0.132 0.175 840 27 i
W ~ ~ 'WEIR ED RIP RAP KEY
,
2 I } ~ ~
#57 WASHED STONE m J J
FRONT VIEW ~ J Q - ~
w o
z
STEP SEQUENCE ~ Z U
NOTE: INSTALL CHECK DAM BELOW CULVERT INSTALLATION WORK AREA. ~ W 0. N
U ~ N
(A W ~ O
Z ~ ~ Ia- U CHECK DAM FOR CULVERT INSTALLATION WORK AREA w
- o~
N ~ Wo
w SW ~ a=
00
~ ~ 4 N
0 M ~ O O
W m N
2
DATE: $J19102
doe No: 17951
DRAWING: 17951
DESIGNED: LMH
DRAWN; LMH
CHECKED:
HORIZONTAL SCALE:
NA
VERTICAL SCALE:
NA
SHEET NU.
13
OF 15

Z
~ Q Z ~
~U
W W ~
Z c~i~ ~o Z n
O ~ Z ~o N
w U ~
o
w
? yooQ
124' LINEAR DISTURBANCE LENGTH LLI N w 3TH ~
(127.9' STREAM MEANDER DISTURBANCE LENGTH) -Nch H) Q ~
U~ o
2 60' ~?N 53' 9' C W Q=m
CLASS I RIPRAP APRON - 60'L X 54'W X 14"TH TRIPLE w ~U~ 3 TRIPLE 72"CMP CULVERT GRADINGI v ! ~ 0 ~ ~
D50 = 9" NCDOT SUBDIVISION 2' GRADINGICONSTRUCTION AREA GUARDRAIL, SEE PLAN 8 PROFILE ;DOT SUBDIVISION ROAD. CONSTRUCTION ~ ~ 0 a
E PLAN 8 PROFILE SHEETS, AREA U 0 0 " w Z Umw H
114"iFT. 1141FT. 114"1FT. GUARDRAIL. ~ Z o ~ U CUSTOM HEADWALLS (BY OTHERS) = p J 0
SHAPE RIPRAPACROSS EXISTING TERRAIN CUSTOM HEADWALLS (BY OTHERS) 1^(p7, 1'Y SEE DETAILS. U Z o = ~ FT.
NEAR THE END OF THE APRON, (NO SIGNIFICANT SEE DETAILS. ti~ , 8' SHOULDER , 20' Pp GRADING AT THE END OF THE APRON.) COVER VARIES. SEE :R 20' PAVEM H 2• ~ ~ ENT WIDTH 8 S OULDER . ~ BARREL #3 INVERT IN =115.16 Q ~
iVER VARIES. SEE ROAD PROFILE. BARREL #1 & #2 INVERT IN =114.16
EX. STREAM EIANK ELEVATIONS =118 EX, STREAM CENTERLINE ELEV, =114.5 ORANGE TREE PROTECTION FENCE.
BARREL #3 INVERT IN =115,00 72"CMP BARREL #3 LOCATED OUTSIDI ORANGE TREE PROTECTION FENCE. ~ EXISTING CHANNEL & ELEVATED LOCATED OUTSIDE 72°CMP BARRELS #1 & #2 LOCATED IN DO NOT DISTURB BEYOND THIS POINT,
DO NOT DISTURB BEYOND THIS POINT. BARREL #1 ~ #2 INVERT IN =114,00 12"HIGHER THAN BARRELS #1 & #2. VEL & ELEVATED EXISTING CHANNEL ~ SUBMERGED 12"
BARRELS #1 & #2. TO ALLOW STREAM BASEFLOW AND AQUATIC LIFE CIRCULATION
,s as ~r' - - I
J
NOTE: PRIOR TO ANY CONSTRUCTION, THE ORANGE TREE PROTECTION FENCING AT EACH END Of THE CULVERT CONSTRUCTION, AS SHOWN HERE AND ON THE PLANS, MUST BE ~
SURVEY LOCATED, AND INSTALLED, IT MUST BE MAINTAINED BY THE CONTRACTOR PROPOSE D STREAM DI, ~^REAM DISTURBANCE CROSS SECTION
THROUGHOUT CONSTRUCTION. DO NOT DISTURB THE STREAM CHANNEL OR BUFFER BEYOND THIS FENCING, OR THE DEVELOPER MAY INCUR $100,000 OR MORE IN AT PROPOSED ROAD CR )SED ROAD CROSSING OF PERENNIAL STREAM
MITIGATION DAMAGES WITH NCDWO, CONTACT ACCULINE SURVEYING TO ARRANGE {STA. 26+60.08 {STA. 26+60,08 SADDLE RIDGE DRIVE) ~
TREE PROTECTION FENCE STAKEOUT. NOl NOT TO SCALE.
n ~
U7 ~ ~
n S '~0
> z z n ~ ~ 0 C F
~ Z r So- Ri p 0
c d o ~e c ~F i~ 0 ~
FQ- ha- la- (A N ~0 Q- ~ QP F
II INI II yo ~ ~ ~ ~~•~Q. F~ DO NOT DISTURB BEYOND
# ~ J J J ? 5 p~ TREE PROTECTION FENCE 8x ~ 0 0'~ UNDER ANY CIRCUMSTANCES,
W W W ~ ~ ~
m m m 00 +
127 _ ; 3 } ~ + \~v
~ A 126 f- ' - _ i" R ~ ~
QAO 125 .L _ _ o ~~Q Q0 + Q hg~ Q" 0Q'~J
~ ' N BARREL #2 ,Ei ~ STATION 26+60.06 5 ?j ? 6 ~0
124 0 ° _ x~o ~0
f ,~o , 123 I--.°_ 0 rz. _ _ REFER TO STANDARD NCDOT I HEADWALL AND WINGWALL DETAILS. } QO
~l 122'. 1 - -
(HEADWALLS WILL REQUIRE ONE } j I ; i f ADDITIONAL FOOT OF HEIGHT TO `~.a?~x~~
121 { ACCOMMODATE VARIED C L R N ` ~ ~ ( i { O E U VE T Sy° x.,,`71
j i I ~ O,~ INVERTS,) CONTRACTOR TO ADAPT 120 , ~ ~ . S~' , STANDARD NCDOT DETAIL ACCORDINGLY. "
f 1 . _ 119
~ ` ~ I i TRIPLE 72" CMP CULVERT. I ,
118 ~ , 10E Pa + m•
117 ' ,--r--~ - 1 _ I ~ ~ ~ ~r ~gEaFpt~ Nm
~ I ~ ~ , ~ 118 j-~--.,. s.._.._j-__ ~~6x <J~ 5qR FER R~
i Y 0 S. a ~ 1151--.--.-_'"' , eQ ~~F ~S~ Q 0~ 0
i .....r ~ rr. c t ~ ~.t' ti t ' ~ x Q0~ x-
114 . ~ . _ ~ ~ S•1R
113 r REFER TO STANDARD NCDOT ~ Q
1 i HEADWALL AND WINGWALL DETAILS. , 112 i---~- ' ~ ` , ER~~
I i 1 4~' _ 5: ..w , € _a ~ _ ~ 5~ ~PP~ " „
111" f i ~5~~~ 9~ FFER JR~
nw. 110 i. ~ _ _ 6~,~0~5 I act' 03 ono
1091._. . _ . ,..._i.._.. ~ DO NOT DISTURB BEYOND
L50 L40 L30 L20 L10 0 R10 R20 R30 R40 R50 TREE PROTECTION FENCE
CULVERT ENTRANCE UNDER ANY CIRCUMSTANCES. ~
CROSS SECTION
HOR. SCALE:1" = 40' m CULVERT AREA SCHEMATIC
VERT. SCALE:1" = 4'
1"=40'
z 0
a
it
N ~
Z o 0
W
CY
0
w m
z
DATE; 09123(03
~oB No: 17951
DRAWING' 17951
DESIGNED: LMH
DRAWN: LMH
CHECKED:
HORIZONTAL SCALE;
1"=40'
VERTICAL SCALE;
NA
JYittl NV.
14
OF 15