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ELEV. 473.96 o Z
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• ' REMOVE & REPLACE Z ~ ~ Z ROADWAY PAVEMENT LL
NAIL ® - TE9 ~B 25+p~ X o ~ U
N BENT E,I&~~._ TEB TEB pp rn ~ 24+ ~ ~ ~ p0 ~ \ ~ TRACT N0. 8 O s o, Q ~ ~ NIL PROPERTY OF ~ ~ a' N
~ / 23k •01"W ~ 287.71 ~i' ~ • . ~ N C7 .fig N05 57 _ 9 \ G ro BENT EIR ALEXANDER HA ~ ~ WLEY, ET UX. ~ ~
~ ~ ~ ~ DB 811, PG 492 I( EIP / ti ~ Z
y Og o ~ ~ , 36, ~ 376•?9. ~ RC, C ~ ss RcP u \
p0 i ~ 08, die 'n W 30' PERM. UTILITY ESMT. F ~ ~ EIP ~ N: ~
O t 7,16 42 / O ~ ,J1 i ~ 2 0 / -o Q o 11 Z
N ~ n ~ REPLACE ~ '`0 ~ ~ ~ REPLACE ~
O REPLACE EX. SSMH .9 , a' \ Z EX. SSMH STA. 25+94.52 6 4 ~ ~ EX. SSMN tlJ ~ = W Q ~ ~ / NAIL ® / EIP W ~
~N _ ~ a~ N STA. 23+06.89 TOP 469.18 ~ / BENT EIR STA. 32+97.77 N ~ / 3 ~1 ~ TO - Z ~ O / \ ~ 4 16 / \ ~ f P 473.07 - I
C k TOP - 472.17 INV. IN - 461.21 ~ ~ O \ TE ~o ~ O INV. IN - 460.30 INV. OUT - 461.13 9 ,W ~o 30' PERM. UTILITY ESMT, g 0 f 10" INV. IN - 464.24
~ 28 0 O INV. OUT - 460.14 0 10 INV. IN 464.15 ~ W
~ ~ ~ NO S3'45" - - - - - X23 / ~ ~ 10" INV. OUT - 463.97 D 53 4 . ~g ,,G-~ TE8 TE8 TEB TEB ~ F~
19.80 ~ a 29+00 / z
s- s s s s N03'08'54"W 256.48' /
PROP. MH ~ B~DG. \ v
TRACT N0. 4 STA. 27+58.48 PROPERTY OF TOP - 470.00 - - - - - - - - - \ TRACT N0. 10 \ REPLACE PROPERTY OF
FRANK W. BULLOCK, ~i., ET AL EX. SSMN THELMA LOUISE HAWKINS
DB 562, PG 432 ~ STA. 31+34.76 ~ \ DB 839, PG 477 TOP - 472.16
ABANDON EX. a a PROP. MH INV. IN - 463.42
SEWER STA. 28+78.28 INV. OUT - 463.23 \ ~
a TOP - 470.10 \ \ a
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REIriOVE 5 EX. SSMH ~ ~ d 50 LF 24" SMOOTH WELDED STEEL \ '0111 a ENCASEMENT, 0.250" MBI. WALL TOP OF HYDRANT
TOP - 470.22 / ~ THICKNESS INSTALLED BY BORING do PROPERTY Of ELEV. 479.09
INV. IN - 462.09 Ji INV. OUT - 462.00 JACKING \ ALEXANDER HAWLEY ~ & SAMUEL STEED \ g O
DB 748, PG 164 TRACT N0. 9 ~ ~ PROPERTY OF ~
DANIEL & BESSIE ROXIE HEIRS
ARAN EX. SEWER ~ TRACT N0. 5 \ DB 123, PG 518 y a PROPERTY OF TRACT N0. 7
OTHA WILKINS \ ~ PROPERTY OF p p p
TRACT N0. 6 ALEXANDER & LUCY C. HAWLEY w DB 176, PG 576 PROPERTY OF DB 244, PG 500
SAMUEL STEED ~
D6 81 W, PG 197 ~
490.0
SCALE: 1 ~ 40 HORIZ.
1 4' VERT. 490.0
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..SSMH- 10 INV. OUT -460.10- ( ~ 464.15 70.10 ; TpP 47~.1~ TO 4
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TOP` 469:18 ;IN _ OU7 - :462.32 _ INV. OUT -463.2
INV. IN -464.21. _ F- y J
INV. OUT - 461.p1 ; 470.0 F- _
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_ _ _ _ EX; SEWER..... _ - - - _ 256;48 LF. 12" PVC _ PIPE A 0.35X _ H
a EY,. SEWER a 0 _ _ _ - y . _ _ - - - 163.96 L,F. 12' PVC 'P 0 0.387 _ Z -
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W 1.57% 460.0 L,r
. P~ PIPE ; i F- W to 5o LF 24' sMObTH wEL;gID ST~E'L
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OF3

CLASS [ OR B
EROSION CONTROL !)g 1414)))®
VARIES (SEE PLAN) ~ .
° ° ° ° ° fl ° NO 2' MIN (>~ate. This detail modified from tiff w v TE. ° ° ° ° ~d o \ ! ,v modified from City of Greensboro Stc;: 213)
STRUCTURAL STONE SHALL BE POST ®o~ ~ 10' MIN. ~ ~
° ° ° ~ (CLASS "B" STONE FOR EROSION CONTROL PURPOSE SILT-FENC ~o r Z
S. E SILT-FENq: ~ r- J e 3 10'X10' ~ b w DEWATERING
FR~TBR FABRIC SEDIMENT CONTROL STONE SHALL BE CROSS SECTI NO.5 OR N0.57 STONE. a o ~ ESTABLISHING ~ a _ ~ ~ BASIN ®2:1 SIDE SLOPE VEGETA~oN " a w ~ TOP
ON 10 MIN. , OF BANK o``
1.5 ft. SEEDBED PREPARAl10N
min. - ~ - 1/i TOP VIEW - _ ~ _ ' - 1. CHISEL COMPACTED AREA
0 0 0 V /SILT-FENCE TEMP. CMP SOIL CONDITI SAND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE 0 0 0 DNS, IF AVAILABLE.
9' min o 0 0 0 o i o 0 0 0
0 0 0 0 0 0 0 0 1.5 FT. SILT-FENCE STREAM slLr-FENCE FLOW O O O 2. RIP THE ENTIRE AREA TO 6-INCH DEPTH. y 0 0 • rA
FILTER FABRIC---~- o 0 0 0 0 0 0 0 0 0 2,~ MIN. 0 0 0 0 o q. ~OW 1.0 FT. 1 2 ~ x 3, REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER V REASONABLY SMOOTH AND UNIFORM. OBSTRUCTIONS LEAVING SURFACE Z
00 ~ 00o Z
M O 4. APPLY AGRICULTURAL UME, FERTLIZER AND SUPER PHOSP TOB WI1H S01 HATE UNIFORMLY AND MIX 0 0 0 L (SEE BELOW*). ~ N
SEDIMENT CONTROL STONE STRUCTURAL STONE STONE SECTION ,.5 - 0 ~
MIN. - _ _ - 5. CONTINUE TILLAGE UNTIL AWELL-PULVERIZED, FIRM, REASONAB W N - _ SEEDBED IS PREPARED 4 TO 6 INCHES DEEP. LY UNIFORM
CROSS SECTION SANDBAGS i n
BAGS CROSSING - ~ 6. SEED ON A FRESHLY PERPARED ,,AA 1 THICK SEEDBED AND COVER SEED LIGHTLY WITH SEEDING V PIPE ~ EQUIPMENT OR CULTIPACKER AFTER SEEDING.
TE FRONT VIEW MPORARY RO CK CHECK D AM WASHED STONE Z W v 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR Z
NOTB: TO BB 1NSTALLBD BI CHANNBI, DURBfG CULVBR9' B~i'AILATION. AFTBN PIPE INSTALLATION MULCH. Z
IS COYPLBTB, UTBIZS STONB AS PIPE OUTI,BI' STABN,IZATIDN. ~MPO 8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS LL 25' 15' THE PLANTINGS OR RESEEDINGS WI1H1
RARY STON E OUTLET EASON, IF POSSIBLE. IF STAND SHOULD BE OVER 60~ DA N RE-ESTABLISH FOU.OWING ORIGINAL UME F MAGED, Q ~
N.T.S. 40' CONSTRUCTION EASEMENT ERIIUZER AND SEEDING RATES. 9. CONSULT CON
CONSTBUCflON 1. Place stone to the lines and dimensions shorn in SPECB?ICAT10N3 toundatton. the P~? on a filter fabric SERVAl10N INSPECTOR FOR MAINTENANCE TREATMENT AND O AFTER PERMANENT COVER IS ESTABLISHED. FERTILIZATION
Z
2. Keep the center stone section at least 9 inches below natrual POLYE Found level THYLENE where the dam abate the channel banks, RIP RAP PLACED AROUND ON FAC *APPLY: AGRICULTURAL LIMESTONE - 2 TONS/AC 3 TONS , FERTILIZER - 1,000 LB ( /AC IN CLAY SOILS "."I ~ n OLYETHYLENE FABRIC TOP OF BANK /AC - 1o/ta/1o
PIPE INLET E (8 MIL. FACE (8 MIL. THICK) SUPER PHOSPHATE - 500 LB AC - Q
3. Ertend stone at least 1.5 tt beyond the ditch banks to kee overflow wa FLTER from undercutting the dam as it ra-enters the channel P ~ 1. CLASS 'A" STONE MULCH - 2 TO / 20% ANALYSIS W fA NS/AC -SMALL GRAIN STRAW V v ANCHOR -ASPHALT EMULSION ®30
RIP RAP 0 12" 0 GAL/AC W ~ W OVER W Z
4. Set MIN. spaang between dams to assure that the elevation et the to of the P lower X67 FlLTER STONE STREAM dam is the same as the toe elevetwn of the upper dam. z ~ ~ 0 - PIPE ESTABLISHING TEMPORARY VEGETA Z N 0 0 0 Q TtoN O
- 0 0 FLO G _ 0 ,,AA = 4, " " THE TEMPORARY SE ~ V
5. Protest ~ o ~ o o w the channel downstream from the lowest check dam, consid that o W o R.C.P. W water will flow over and around the dam. ~B ~ 0 0 R.C.P. , TEMP. 24 TO 42 CMP ~ ~ ~ EDING OF DENUDED AREAS THAT NOT BE BR ~ ~ , F~2 A PERIOD OF MORE THAN 30 WORKI OUGHT TO FINAL GRADE ~ Z
M= a0 00 ,~a J T,, ~ a 0 IN ACCORDANCE WITH THE PREVI NG DAYS, BUT LESS THAN ONE YEAR SHALL BE W 18" SEEDING SCHEDULE. ~S SPECIFCATIONS AND THE FOLLOWING APPROPRIATE
B. Make sure that the o o - - 0 channel reach above the most u o o ' P dam is stabl ~ ` " , e. o 0 0 EX. IN MIN.
V. 7, &osure that the channel aPpnrtenances - ESTABLISHING PERMANENT
dems, are not subject to a or 'such as culvert entrances below check CREEK dames blockage from displaced stones, 10' MIN. CROSSING TEMPORARY VEGETATION PIPE STONE DAM THE PERMANENT SEEDING OF DEN
Inspect check dams and channels for a SANDBAGS dames after each runoff event. PLAN DAYS OR 90 CALENDAR DA UDED AREAS SHALL BE PERFORMED WITHIN t5 WORKING
Anticipate submergence and deposition above the check dam end erosion from SYN ACCORDANCE WITH ~ AF1ER FNAL GRADE IS REACHED AND SHALL BE IN THE PREVIWS SPECIFICATIONS AND THE FOLLOWING APPR
THETIC FILTER high flows around the edges of the dam. Correct all damage immedia U aigniflcant erosion occurs between dams, install a rotective ri ~ FABRIC FILTER SEEDING SCHEDULE. OPRIATE FABRIC -
portion of the channel P P roP finer in that e A n SHOULDERS, SSE DITCHES, SLOPES (MAX. 3:1
~P'IVY DONUT I NLET PROTECTI ON N Remove sediment accumulated behina the dams as
to channel vegetation, allov the channel to needed to prevent damage N.T.S. 1 ER dram through the stone check dam, ) OSION STONE TO ~ APPUCA110N RATE N STONE TO BE "CLASS l" RIP-RAP SEEDING PERmn ~
and prevent large flows from carrying sediment over the dam. Add stones tc 2 KEY dam as needed to maintain d ) SANDBAGS & Fi UNLESS DESIGNATED DIFFERENTLY ON PLAN AUG 15 - PER 1 INOBAGS & FILTER FABRIC INTO CREEKBANKS ~ Nov t TAU. FESCUE
~ height and crow section. 3 PIPE S/ZE ) AND NUME ZE AND NU AND INI/ERTS N~+EN POSSIBLE Nov t - 120# 2s# MBER TD BE DETERMINED BY ENGINEER ON P MAR 1 TALL FESCUE gyp
4) SANDBAGS, POL YETh' 9GS, POL METHYLENE & LAN. 120# 2,g# TEMPORARY CMP MAYBE DELETED ON DRA/ ABRUZZI RYE
WITHOUT ACAUE FLG 5) CONVERT TD PERMAI 'T ACAUE FLOW, AS 0/RECTED BY EN NAGS DITCHES, MAR t -APR 15 25# 0.6# ,T GINEER. TALL FESCUE 120
COMPACTED 2' TD PERMANENT CHANNEL STAB/LIZA AON AFTER APR 15 -JULY 30 # z.a# ~ g o d UTILITY LINE IS INSTALLED. HULLED coMMON tz k ~
SOIL MIN. BER # 0.3# Z MUDA GRASS
JULY 15 -AUG 15 TALL FESCUE gyp
ANDAR[ PIPE OUTLET TO FLAT AREA - mow . , 18' MIN. STANDARD 60# 1.4# ~ SEDIMENTATION ~~~y~~ * BROWNTO C:OMROt, ~ P MILLET R CROSSING Q- 35# 0. ~~AA''~~ttww R SORGHUM -SUDAN 8# 0
NO WELL-DEFINED ~ ~ ~ I CHANNEL .~\V~~\~~ \~iA\\~~~i\y"iii\v~~ ~ ~ i\\ ,a\i, iA~~\\ ~~!~i\\\ ~\V!~ ~~i,A i ~~/'1GE D11 HYBRIDS OR 30 ~ SIREAM$ DURI # 0.7 NG COIVST) # z
i~ i ~i\\~\\\ z
6' TYPICAL ~i\\ , ~\!~i\\~ ~\\!~i~ 3da A
A 0 sLaPES (3:1 to
CONSTRUCTION 1. REMOVE AND PROPERLY DISPOSE Of ALL TREE BR
SPECIFlCATIONS Mq 5. USH, SNMPS, AND 0 TERIAL THER OBJECTIONAL 2. ENSURE THAT THE MINIMUM CONSTRUCTED CROSS SECTION MEETS ALL DESI SEEDING PERIOD APPLICATION RATE .I1T?E PER A RF
J. ENSURE THAT THE TOP OF THE DIKE IS NOT LOWER AT ANY POINT TH GN REQUIREMENTS. MAR 1 - JUN t SERI PER 1000 CEA LESPEDEZA 50# 1.2
PLAN 4 PLUS 7HE SPECIFlED SETTLEMENT AN THE DESIGN ELEVATION PROVIDE SUFFlgENT ROOM AROUND DIVERSIONS TO PERMIT MACHINE REGRAD PROPOSED BORE PIT (SCARIFlED AND #
5. VEGETATE THE RIDGE IMMEDIATELY AFTER CONSTRUCTION, UNLESS IT WILL R ING AND CLEANOUT. La THAN 30 WORKING DAYS. EMAIN IN PLACE LESS E ~ ~ _ ) Z NCASEMENT _ (MAR 1 APR 15) gyp TALL FESCUE PIPE ~ ~ (MAR 1 -JUNE 30 60# 1.4#
) OR AOD WEEPING g
=IN-Ikl II- . d - I~III=1 " LOVE # 0.1# GRASS
.til,. „I7 - - _ a,n~kll; 12 N.C.D.D.T. /57 5 ft - - - lfashed Stone min 5 ~ (MAR t -JUN 30) Q~gQp HULLED COMMO
SECTION A-A FILTER NO1ES MAINTENANCE o o -L BLANKET INSPECT TEMPORARY DIVERSION ONCE A WEEK AND AFTER EVERY RAINFALL IMM 00000 BERMUDA GRASS
SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. CAREFU EDIATELY REMOVE 1800 Cu ft~acre Oo00o0 00 0 1. La IS THE LENGTH OF RIPRAP AND MAKE TIMELY REPAIRS AS NEEDED. LLY CHECK OUTLETS •1 0 0 00 00 0 ~°Oo°Oo 1.5 ft ~ ~ ~ SOIL JUN 1 -SEP 1 * TALL FESC o~_ ~~-STOCKPILE UE ~ 60# 1.4 AREA * BROWNTOP MILLET #
PIPE OUTLET TO WELL-DEFINED APRON REMOVE THE WHEN THE AREA PROTECTED 15 PERMANEN 2 0000 0 0 0 C RIDGE AND THE CHANNEL i0 BLEND WITH THE NATURAL TLY STABILIZED, 00 00 0000 00 00°0~ ~ Oo 0~ Oo 0° 27 ~ ~ ~ rn ~o°~o°~o°~o°~o° 4o d ~ ~ : 35# D.8#
CHANNEL 2. d=1.5 TIMES THE MAXIMUM APPROPRIATELY STABIIJZE IT GROUND LEVEL END o 0 0 0 0 0 STONE DIAMETER BUT NOT LESS 0 00 Ooa0oo0o°OooO o0 0( ~0~00~~0~000 0~ C THAN 6`. 0~0~0 0 0 Oo 0 SEP _ ~ SORGHUM -SUDAN HYBRIDS 30# 0.7 ~ 0 0 OoOoQ EDGE OF 1 MAR 1 SERICEA LESPEDEZA #
3.IN A WELL-DEFlNED CHANNEL ~Oo Oo Oo Oo 0° Oo 0° 0 PAVEMENT 70# 1.6 a °Qp~0~0 ° SF _ (UNHULLED, UNSCA # ~ SF RIFIED)
EXTEND THE APRON UP ON THE Cr033 SeCtjOn CHANNEL BANKS TO AN TEM 'ter fabric CHECK DAM N _ ~ TALL FESCUE 50# 1.2
P~OR~1R'Y s./1It 111 DG A ELEVATION Of 6" A MAXIMUM TALLWATER DEPTHE ( OV 1 MAR t) gpp ABRUZZI RYE # AT NATURAL 25# 0.6#
oR N.T.S. TO TOP PF THE BANK, DRAINAGE OUTLET
WHICHEVER IS LESS. Deslgn 4. A FLTER BLANKET OR FlLTER settled ~ BORE *TEMPORARY -RESEED ACCORDING TO OPTIMUM SEASON FOR SITE DETAIL PERMANENT VEGETATION. DESIRED DO NOT ALLOW TEMPORARY COVER TO GROW OVER
FABRIC SHOULD BE INSTALLED min BETWEEN THE RIP-RAP AND p 8" N.T.S. 12" IN HEIGHT BEFORE MOWING OTHERWISE FESCUE MAY BE SHADED OUT. for settlement
PLAN SOIL FOUNDATION. o ~/n r~ ~\r\/r~
i, 0 0 4 IDln o 1.5 o
' o p ~ .~`~2:1 side 5 ft OOo 0 0 0 00 slope ma 2.1 side er enc ~ slope max b _ g Y ~
o Lo maz fill ~ 00 00 00 00 ~~/i ape side sl 8~ r~
~ o fabric 0o000Q00 / ~ :1 aide sl do ~ 0~0~ max ope belotr Z x Naturial settled top LLI;NGTH = 2 TD~S 1fD)TIi W
- Wb / v I 1117n~11 ~ _ _ - ~0 ground of dam 0 0 0 0
III 1~~11~ bV IInn Il~u~~i~-11 sECnoN AA ul ~I uF~u~ ~~~'!i qa 0 0 W
`a S - ~ 1~11- FlLTER ~ U~ , Stone section 0 0 o SEQUENCE of CONSTRUCTION Ff,OA ,
~ BLANKET ~ 0 0 0 1. Obtain grading permit at pre-construction meetin ~ g on site.
" U ~ ! _ 0 ,1 _ ~ r~Wl n Z ~ 0 0 0 2• Install stabilized construction entrance mud / Q ramp at all construction
ON ~ ~ - ~ ~U 1EM N.T.s. - ~ ~ ~ ME ~R 0 0 0 0 3. Clear site enou entrances. a
NT s ~ ' min `a ~E1~1 gh to install erosion control devices. 4. Z Install sediment and erosion control device .
a depth N.T.S. 0 W ~ : O J.:~ 5. CI s ~ t.~ ear and grade site. 6. Install drains e
~ 2-3' g system. J 12" N.C.D.O.T. X57 7. Protect alf drains e s
o coarse aggregate ' a: hashed Stone " " 8 9 tructures. CIASS ~ ~p_~ Mamtam and clean erosion control facilities thr W
o ~ 1. DRIVE STEEL POST 24" INT f duration o oughoutLY f protect. F'"
UPHILL 0 GROUND AND EXCAVATE A E ALONG THE LINE OF POSTS. MAX. 8 BETWEEN PO Z METAL POSTS flashing - If condttlons at the site are such that most 0 9. Seed site. V" ~ F'"' EXCAVATE A 6" X 6" TRENCH FLOII v 10. After all 0 areas ha ~ Z
g t.5' INTO GROUND are not removed b of the mud and sediment 2• ATTACH WIRE FENCE T 3 BETWEEN POSTS. 0 0 ~ ve been stabilized, remove all temporary erosion control devices. ~
o y vehicles traveling over the gravel, the toes should be FENCE ti" O POSTS AND EXTEND THE BOTTON washed. flashing should be done on an area stabilised INTO THE EXCAVATED TRENCH. ID THE BOTTOM OF THE ~
~ wtth crushed stone the w drains into a sediment tra or other sui t 3. ATTACH THE FABRIC TO THE I be used to make p table dlsposai area, A wash rack may ~ BOTT " WIRE FENCE AND EXTEND TF LL C ~ ~ ~ LLI ND EXTEND THE ~
washing more convenient and effective. OM OF THE FABRIC 6 INTO THE TRENCH. CH. ~ ~ ~ GE Z NERAL MAINTENANCE PROVISIONS
3 4. BACKFILL THE TRENC Construction HAND COMPACT THE SOIL FIR ~ THE BOTTOM OF THE MLY Tf SOIL FIRMLY TO ANCH L - - - - - - OR W
S SILT FENCE SO THAT RUNOFF IS FOf ~ GALVANIZED HARDWARE f'C1f1C1t10n p S 1, Clear the entrance GO THRU THE FENCE A and e>at area of ND CANNOT ~ WIRE EXTENDS TO TO all ve GO U RUNOFF IS FORCED TO Inspect temporary erosion control devices after eac ~ h period (n
P getatLOn, roots, and other objec- NDER IT. a of Box tionable material and properl ads it. iER IT. ~ of significant roinfall. Check devices f T or rills, erosion, or 0
0 (3/8" MESH 6' y w ) i 2. Place the gravel to the YPE B SEDIME P~P~n9• All areas sho N T TRAP uld be stabilized within 15 working doys Z
~ smooth , spec>fic grade and dimensions shown on the plans, and RE Lt• STEEL POST CE N.T.S. after construction in that area. Den ~ uded oreas shall not exceed (j~ 1000 linear feet without seeding and stabilizatio
M i REQ'D W W ( /BURLAP ONLY) N/BURLAP ONLY) damp ed rior toe n• All areos 9 P stabl~shmg permanent stabilization shall be
i 3. Provide drainage to c water ~'y to a sedment trap or other suitable outlet. X z immediately re-established. (j,~
~ X57 WASHED 12" 4. Use cote ~ ~ FANOIC g stile fabrics because they improve stability of the foundatio ( WIRE FENCE REQ'D) EROSION CONTROL PROCEDU FENCE REO'D) RE Additionally, the followin i
~ STONE locati n m o 0 ~ o ons subject to seepage or high water table. I I The contractor shall conform to all r g terns shall be performed in equirements of the soil occardance with the specif,c construction details on this
w ~ M BACKFlLL TRENCH WITH SOIL MATERIAL AND TAMPING OR NCH WITH SOIL sedimentation and erosion control Taws and re ulati sheet: TAMPING OR State of North Carolina as established anri p„9 ors of the
~ _ _ n WASNFO cTrwc rn c• ieror IC TA c" ieror _ .
i ~ v noun[ GROUND. U0 maintenance Maintain the gravel pad in a condition to prevent mud or sediment from leav- nouYC UIV i. aeaiment basins and inlet protection devices shall be an Quality Section of the North Carolina Department of
mg the construction site. This may requuire Periodic to P Environment and Natural Resources. These cleaned when sediment has accumulated to one-half requirements design depth of th of the shall include but not be limited to the following: the device. The sediment shall A laced
a stone. After each rainf ig with 2-inch 1. All denuded areas are to be se in the disposal area or applied to the land area. P
it all, inspect any structure used to trap sediment and clean 0 out as necessary. Immediately remove all objectionable mater' sspille a washed als d, or tracked onto public roadways. a seeded and stabilized gravel facings cant Any within 15 days of completion of any phase of contaminated by the sediment shall be replaced
STANDARD C grad ing. with clean gravel. Should conditions exist unfavorable for seeding or o
Q ATCH BASIN intended ground cover, mulch a other 2. Ri -ra and tack application as p P, silt fence, and earth berm diversions shall be SHEETNO. specified below will be required. inspected for erosion
YARD INLET PROTECTION Z Z TEMPO _ RARY CONSTRUCTION ENTRANCE Q TAM displacement, breaks, overruns, and 2. All erosion control improvements shall be maintained excessive sedimentation. These damages shall be repaired
NTS SLFE NCE , re aired b r and kept working until acceptance of P Y returning the device to its design condition.
o N.T.S. project. 3. Seeded areas eroded prior to permanent stablization shall
be regraded as necessary, reseeded and mulched u
suitable surface is achieved. ntil a
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r~ LOT 21 0 R , ~ / ~ W e o m
LOT 20 ~ o°' A
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,,M~° ~ _ "pry PROPERTY Of ~ ~ ~ -
~ ~ s ~ w _ REPLACE ~ _ / ~ EX. SSMH MARK A. EWNGTON ~ P,,~~~ DB 733, o ~ - \
~a ~ ~ ST A. 16+27.93 w,,~ ' J~ TOP - 459. PG 691 ~ PB 14, PG 163 W ~ ~ ~ ~ ' ~ ' `
61 ~ oo`' 10" INV. IN - 451.66 51.66 ~ 20 22 o LOT 1 .
~ 2 8" INV. IN - 452.49 ~ ~ ~ ~ PROP. MH p~ / _ ~ ~ 9 2 >2.4s LOT 18 \ \
STA. 15+17.93 ~ 10" INV. OUT 451.61 4 i a 51.61 ~ N W ~ C ~d
~ TOP -458.32 ~ ~ ~ r ~ "LONE 1 ~ w~
a a a PROP. MH O ~ I STA. 13+62.93 • ~ LOT 17 Z
VICINITY MAP _ TOP - v' O 458.00 ~ O . I N
1 I' CREEK / J . • ~ • . ~ . EI ~ ZONE 2 ~ ~ ~ W ~ N
~ ~ ~ n
' ~ - 36 CMP ~ _ EIR _ o y
R \ - f ~ 8 ~ NAIL EPLA(:E T.PED. ~ ~ BENT EIR NAIL ® \ U ~ PR ~ ~ BENT EIR I• ~ OPERTY OF
EX. SSMH a • k MARK A. EWNGTON UI ~ ~ DB 733 P
REPLACE STA. 11+30.84 TEMP. EARTH ~ ~ N35'35'31 W ~ TOP - Ys hB EX. SSMH 455.39 BERM, TYP. ,00 16+Q0 N >>+00 1F6 G 691 Z W v 1 PB 11, PG 3 Z ~
s 110 STA. 10+00.00 10" INV. IN - 449.32 SMS• . SEWS s OQ EIR LOTS 17-19 Z
TOP - 452.05 8" INV. IN - 449.99 _ 031UjY E ~ ~ pBAN ~ s ~ p \ ~ ~ LL U
10" INV. IN - 448.70 ~ 10" INV. OUT - 449.11 30' PERµ•°--- '~i TFB 1F~s O ~ 35'35'31 W s X e \ 8" INV. IN - 448.18 j 13+00 N ,~h „ ~ TYPE "B" 'Q ~ 18~, BENT E1R "B N
12" INV. OUT - 4 .50 i •~8 ~ 1~~ ...-N86'5013 W ~ N1 ~ T ASIN, TYP. ~ ~ ~ 700 W TFB
/ I / 65.00 0 , /f 60.00 ~ ~ Q ~ ~ 302 8 . ~ Z
~ ~8 k00 bso , / ~ ~ 1 1 co
• S ij 12 167.09 ~ - 9S ~ W m
ZEB Q - ONE STORY FRAME Z m \ ~ co V ~1`~ ~ o Q
~ ~ 11k _ ~ a COMP. ROOF ~ ~ 20 >EB Z +o Z - WOODED AREA 0 Q O
~ / 130•$4' _ ~ woods uNE REPLACE / WATER METERS EX. 1? Ste' ~ „ ! N / EX. SSMH ` 1E6 O F W ~ = W co + Q W N Z
S EWER .3T'01 W / m STA. 12+
TO ~s N40 0 X 97.93 RR~Mq'N ~S / TOP - 458.08 / x INV. IN - 450.26 ~ 00 1E6 N 2 = ~ N177B~ b ~ 42 W 1E6 'y . F
Q QO / ~ ~ INV. OUT - 450.18 / PR ~ REPLACE ~ ti Q 2 Z ACT N0. 4 EX. 376. 22 F- O ~ W
N ~ y OP. MH ~ ~ ~ STA. 14+57.93 PROPERTY OF SSMN ` Og fq U FRANK W. BULLOCK, ~2., ET AL STA. 19+30.74 ~ ` 1 ~
24 SMOOTH WELDED TEEL -460.20 I ~ ENCASEMENT, 0.250' MIN. ~ DB 562, PG 432 TOP - 461.31 30 PERM O
PR a N x THICKNESS IN ~ OPERTY OF p STALLED BY B NG $ 10" INV. IN - 455.4~~ UnL11Y ~ ` W ~ 8" INV. IN - 456.21 ESMT, 2 N
ROBERT L. CORBITT ~ ~ J CKING 10" INV. OUT - 455.41 ~ I
~ m EX. FOOT BRIDGE ~ ~ / tit
Z m REMOVE & REPLACE Q~ ~W
~ I ~ TRACT N0. 3 EIP ~ PROPERTY OF
CHAD EUGENE & SARA GASSETT LLOYD NOTES•
TRACT N0. 2 ~ DB 848, PG 902 - EIP TRACT N0. 1 PROPERTY OF PB 14, PG 163, LOT 7 1. MANHOLE INFOR MAT10N IN PLAN VIEW IS EXISTING ELEVA
I PROPERTY OF OXFORD DEVELOPERS, INC. MANHOLE INFORMA TIONS TION IN PROFlLE VIEW IS PROPOSED E
C.W. WILKINSON, JR. DB 618, PG 844 / I DB 108, PG 197 LEVATIONS.
2. EACH SEWER LINE SEGMENT FROM MANHO B LE TO MANHOLE SHALL
TBM E COMPLETED, TESTED, ACCEPTED AND PLAC
~ RR SPIKE IN PP ELEV. 464.95 BEFO ED BACK IN SERVICE RE THE NEXT SEGMENT IS STARTED.
~ ~ o . BY-PASS PUMPING SHALL BE UTILIZED TO
a I \ SE AVOID ANY DIRECT WER BACK-UPS OR SPILLS. CONTRACTOR
~ I I BACK UP SHALL PROVIDE A PUMP ON-SITE AT ALL TIMES IN THE EVEN ~
PRIMARY PUMP F T OF AILURE. FlRM PUMPING CAPACITY SHA
I ~ 1 1,500 GPM MINIMUM. LL BE 8 ~
470.0 4. EXISTING SEWER TO BE A ~
EIP BANDONED SHALL BE PLUGGED AND ~ _ FlLLED WITH A LEAN, PLOWABLE GROUT IN SU ~ U
I EXP CH A MANNER AS TO ELL ALL AIR AND COMPLETELY FlLL 1HE PIP SCALE: 1 40 HORIZ.
_ _ E. ~ . j; 1 = 4 VERT.
SSMH SSi~H ,~5 _
- TA. 13+62. ' 3 STA. 14+57.93. 470.0
_ 458.00.._._ _ TOP 460:20 _ IN.~V-450.16 - _ z
_ IN 450.70 _ INV. OUT -449.96.. ;SSMH; _ SSMH 7
INV OUT - 450 #7 50 --STA. 16+ 27;93. 27,93... .
'__IQP 959,61 TOP 4Bt.,~1' x,61 ,
SSMH ;INV. IN 12" - 4 2. STA... ~ ) 12+97.93 $SMH ~6 I 'INV. I'IN 12" , 12 - _ ~ ) - 4.20 4 2.a0 _
SSMH., #2 TOP 458.,08 STA; 15+17.93 " ~'~8" 45 .4 _ i INV ~N (8) - 4 6.~1 , 9
INV. IN -449.;46_.. IN~J bUT (12) _ STA. 11 +30.;84 T~ TOP 458.32 INV. f 1 " _ _ ~~2" #54.00._.. 2 ~.5 ) E ) o _
460.0 TOP INV. OUT -449.26. INV IN - 455.39 451.11: _
;.....INV. OUT- 450.91.. 4
..STA; 10+00.00.. " INV. IN (8) - _44 .99 O
5 452.0 1 „ (2) x.32 INV. OU " - T
INV. IN 12 - 446.50 ...INV. IN I -448.,1.8. 460.0
_ - ~
UT (12) 496.50 _ _ _
_
UNE DISTURBED DITCH _WITH-CLASS 'B' _ _ _ EX, SEWER -
RIP-RAP, 1,8" ~ _ _ , _ - ~ _ _ _ Ex. SEw _ p 1.51%
PLACEi~ENT DEPTH _ _ T_ - ~ ~ P
20 Lf•: T- 36' _ .
95.00 LF. 2" DI PIPE 0 0.36% - p - I--
4 _ 50.0 Ex, SEW>=R _ .302.81 L.F. 12' P PIPE 0 0.50SK ;
~ -_C - _ ~ _ 110.00 4F. t2" PVCPIPE O .3~X H ~ _ J
Ex. SEW_R - - - - - - 6 .0 F. 12 P _ : H
.0 L.F. 12" PVC hIPE: 65 167.09 LF 12' PVC PIPE 0 0;44 0 q.777F ' m N W
E _ , _ o N 450.0 _ _
n - N " DI WPE ~ 0. % Z
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