20110125 Ver 1_Maps_20110207

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~ ~ ~ I ~ ~ , 1 1 I ~ ~ ( I ~ ~ ~ ~ ~ ~ ~ ~ NTS
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/ ~ I ~ ' i ~ _ ~i ~ ~ ~ ~ ~ ~ I ~ - • / ~ ~ ~ ~ ~ , ~ / / I PLAN VIEW
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~ ~ I ~ ~ ~ ~ ~ / l 1 _ / ) , ~ ~ ~ / / ~ I ~ ~ ~ I ~ ! ~ ~ 6 ~I ~ ^ . r'1 ~ 9 ~I ' CROSS-SECTION
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, l 1 / ~ I/ 1~ I I TEMP. 24 WIDE G~RAVEL WIDE G~RAVEL I~AUL ~OAD ~ ~ I ~ I' I CHECK DAM DETAIL
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- , / ~ ~ ~ ~ ~ ~ ( ~ \ \ ~ 0 ~ \ ~ ` ~ ~ ~ ~ ~ ~ ~ ~ GRAPHIC SCALE ~ ~ ~ ~ ~
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_ ~~~F_~ ~ ~i,>>_ ~ ~ ~ ~ A 1 \ A \ ~ ~ ~ ~ , / ~ ~ ~ ~ ~ - ~ ~ 1 inch = 50 ft.
EorIY SPrin9 - Late SPrinq ~~N~ ` ~ ~ \ ~ ~ ~ ~ ~ ~ ~ ~(REE ~ ~ ~ A EX. 1 \ \ \ 1 ~ \ \ ~ \ 1 } ~
A. Gross: NOT TD SCAIE ~ ~ 1 ~ ~ TAII Fescue - 150 Ibs. per acre / ` ~ I 1 1, I~ \ ~ \ ~ ~ \ 1 ~ ~ ~ PRO,~ecT nr~:
(2) Tall Fescue - 100 Ibs. per acre plus Weeping Lovegrass - 5 ibs. per acre. ~ ~ ~ ~ \ ~ ~ ~ i ~ , ~ HOWERT~N R0~ ~
B. Gross - Legume Mixture ~ ` I I I ~ ~ ~ ~ {t) Toll Fescue - 100 Ibs. per acre plus Serecia Le~edeza (scarified) - 60 Ibs. per - \ ~ ~ \ ~ ~ ~ I I ~ ~ ~ I 1 ~ \ \ ~ ~ ~ ` ~ ~ / ~ / / au?anNCE couNrr
acre. ~ ` ~ 6' ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ' ~ \ \ ~ , 1 ~ ~ 1 ~ ~ ~ ~ HoaTN cnaouNa
Summe _ _ ~ _ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ V ~ ~ ~ \ ` 1 ~ \ 1 ~ I~ _ _ owNER/o~vE~oPER:
A. Qass: ~ ~ ~ ~ ~ ~ ~ V ~ ~ (i) Tali Fescue - 150 Ibs, per ocre plus Weeping I.ovegross - 5 Ibs. per acre.
_ I I ~ \ 1 (2) Weeping Lovegross - 5 Ibs. per acre plus Browntop Millett or Sorghum-Sudan ~ I ` 1 ` ~ ~ ~
Hybrids - 50 Ibs. per ocre. ~ I ~ 1 \ ~ ~ ~ 8. Grass-Legume Mixture I ~ ~ ~ 1 ~ ~ ~ ~ 1 ~ \ ; ~ ~ / l aoo sTe~e T~ RoadNC.
(i) Weeping Lovegross - 5 Ibs. per ocre pius Serecia Lespedeza (scorified) - 60 Ibs. CLA$$ ~B ~ ( ~ ~ per acre. ~ o RIP RAP ~ ~ I I I ~ 1 ~ ~ \ ~ ~ ~ ` ` ~ \ ~ ~ r GREENSBORO, NORTN CAROLINA 27401 \ ~ ~ ~ /
~ ~ N ' i ~ ~ \ 'a~ ~ \ Late Summer - Eari Winter ~ \ ~ \ v m \ ~ 1 \ V ~ ~ i ~ / ~ ~a~mnaMi~ioa
~ ~ ~ \ A. Gross ~ ~ ~ ~ ~ ~ / .~H ~ ~r ~ ~ % - - - - ~ Va~S =a"`~~~~b~~'S~')~~/~y
(1) Toll Fescue - t50 Ibs. per acre. TEMP. LINER \ ~
(2) TaII Fescue - 100 Ibs. per acre pius Annuai Ryegrain - 25 Ibs. per acxe. ~ B. Grass-Legume Mixture 2 ~ ~ ~ ' n 'neer~n , Inc. ~ :Q
{t) Tali Fescue - tOD Iba. per acre plus Serecio Lespedeza (unscorified) - 60 Ibs. per ocre. (2) Tall Fescue - 100 Ibs. per acre pius Crownvetch - 25 Ibs. per acre - ' s
(3) Tall Fescue - 75 Ibs. per ocre plus Annuni Ryegroin - 25 Ibs. per acre pius Serecia Lespedeza (unscarifled) - 60 Ibs. per acre. ~ ~ ~ ~ ~ ~ ~ / ~ S~~~e t97a ~ ~ ~ 18994 s ~ / : ~ ~ I Engineers Surveyon Pfanners i ~
SEQUENCE OF CONSTRUCTION After seeding, the area is to be rolied or cui{ipucked to insure that the seed is pressed M 1.5~ / L, ~ti o ~ ~ I 'r :
into contact with soil surface. All seeded areas ore to be mulched with strow mulch ot 1. CLEAR VEGETATION FROM HOWERTON ROAD TO $TREAM. 4609 Dundaz [hive Greensboro, NC 27407 e~°'ti...... ~ ' ~ Phone 776854-A877 Fa~c 336-ft54-8876 '~a~~
the rate of 3000 Ibs. per acre (opprox. 100 bales per acre). 2. GRADE HAUI ROAD AND SIDE DITCHES WITH CHECK DAMS. 4MS. ~ / = ,Q^ ^e FIRMLryCENSE#CA168
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The above seeding recommendations ond rates have been prepared for seiection of a 4. CONSTRUCT TEMP DIVERSION CHANNELS TO DIVERT EX RUNOFF. vegetative cover suitable for soii erosion control in the Greensboro area. 4' BOTTOM WIDTH 5. INSTALL 36" CMP AND RIP-RAP PADS AND BACKFlLL PIPE. RUNOFF. owc: Ecs uMiho/Howmrarr Ronu-nuMaricE cauwrv/Howtxta+ Roao.owc
Area sol types, climotic conditions, seed awilablity ond individual plant 6. REDIRECT FLOW THRU 36" CMP PIPE. REMOVE TEMP DIVERSION CHANNEI pIpE, SHEEf DESCRIPTION:
choracteristics are ali taken into account in the above recommendotions. Due to density, R I P R A P A P R 0 N LINER: S758N AS BY NORTH AMERICAN GREEN OR EQUAL uniformity and textural quolity reasons, the above selecions are not recammended for lawn $TAPLE PATTERN: D 7. CONTINUE TO CLEAR, GRADE AND GRAVEL HAUI ROAD TO CLEARED ARE IVERSION CHANNEIS. ~~JL PL ~ TO CLEARED AREA.
NOT TO SCALE PERM. SHEAR: 1.6 PSF 8. SEED AND MULCH ALL BARE AREAS, SHOULDERS AND SIDE SLOPES. SIDE SLOPES.
CALC. SHEAR: 0.96 PSF SCALE: 1'= 50' DATE: JANUARY 20, 2011
caNsrnucnoN NoTEs TEMP. DIVERSION CHANNEL REVISIONS:
EROSION CONIROL MEASURES ARE TO BE MAINTAINED BY 1HE OWNER NTS 11
UNTIL GROUND COVER HAS BEEN WEl1 ESTABIJSHEO. OISiURBED AREA MUST BE STABIl1ZED WITHIN ANY PHASE OF GRADING.