20030655 Ver 1_Site Plan_20030602

APPLICATION: STAPLE:
AT THE END OF EACH DAYS GRADING OPERATIONS, SEQUENCE OF CONSTRUCT/ON CONTRACTOR TO INSTALL TEMPORARY EARTH BERMS THE AREA TO BE COVERED SHALL BE PROPERLY THE STAPLES SHALL BE MADE OF WIRE 0.091" a4aalanm$tctseaamrrr
1. OBTAIN GRADING PERMIT AND WETLANDS PERMIT ALONG THE TOP OF THE FILL SLOPE AND D/RECl PREPARED, FERTILIZED AND SEEDED BEFORE THE IN DIAMETER OR GREATER. "U" SHAPED WITH LEGS ~aa js, ~1 °ei~ BLANKET IS APPLIED. WHEN THE BLANKET IS 5" IN LENGTH AND A 1° CROWN, SIZE AND GAUGE ~
2 CLEAR ENOUGH OF SITE TO INSTALL TEMPORARY EROSION RUN-OFF DOWN SLOPOES TO TEMPORARY 12" SLOPE NR THE NETTING SHALL BE ON TOP ANp THE OF STAPLES USED WILL VARY WITH SOIL CONDITIONS. ~ ~Q TEEL POST 24" INTO GROUND AND EXCAVATE A 6" X 6" TRENCH U OLLED,
CONTROL DEVICES DRAINS SLOPE TOP OF EMBANKMENT TO DRAIN 1. DRIVE STEEL POST 24" I T TH TH I R THE ENTIRE T TAP HA BE DRIVEN VERTICALLY INTO ~ ~ ~ ~ 0' FIBERS IN CONTAC W1 E SO L OVE HE 5 LES 5 LL ALONG THE LINE OF POSTS, MAX. B' BETWEEN POSTS. N T HA R N PA D APPROXIMATELY TWO 2 ~ ~ ~ ~ AREA. IN DITCHES, THE 8LA KE S S LL BE THE G OU D, S CE O ~ ~ 2 ~ W
3 CLEAR & GRUB REMAINING PORTION OF THE S/TE~ NOw Or rUrnlerEy -'-840--~ ~ l\ TOWARDS EARTH BERM AND SLOPE DRAINS. UPHILL ALONG THE LINE \ ~ _ 4, P,RDOF ROLL ALL AREAS TO RECEIVE FILL, ~ " CLASS B R/P RAP 2, ATTACH WIRE FENCE TO WIRE FENCE TO POSTS AND EXTEND THE BOTTOM OF THE APPLIED IN THE DIRECTION OF THE FLOW OF WATER, LINEAL YARDS APART, ON EACH SIDE, AND ONE V'j' ~ cam W p ~ tin
~ 102B 68 LF 15 RCP FENCE 6 INTO THE EXC 5. INSTALL SANDBAG COFFER DAM UPSTREAM FROM PIPE \ i ~ 74~ / i, OUi1ET PROTECTION 3. ATTACH THE FABRIC TO NT TH X AVAT TR N H. ~ ~ • p ~ ~ I 0 EEC ED E C BUTTED SNUGLY AT ENDS AND SIDE AND STAPLED ROW IN THE CENTER ALTERNATELY SPACED y RS CREEK ~ t~ ~ ~ , TH FA RI T TH WIRE FENCE AND EXTEND THE N P S THE BLANKETS SHALL BE APPLIED EITHER BETWEEN EACH SIDE, 60 STAPLES ON EACH t1E . ~ v;
6. INSTALL 60° RCP STORM DRAIN ~ \ -Salem LA-8 BOTTOM OF THE FABRIC E B C 0 E 0 SLOE , ( ~~ER , ~ a' OF THE FABRIC 6" INTO THE TRENCH. HORIZONTALLY OR VERTICALLY TO THE SLOPE ENDS AND BLANKET} USE A COMMON ROW OF STAPLES ON IT~,'
7 P T RA JN . Gity of Wrnston a,~ ?~Jo . COM CE E G D G \ EXCELSIOR p P e 3736 ~ - 4. BACKFILL THE TRENCH I L THE TRENCH AND COMPACT THE SOIL FIRMLY TO ANCHOR SIDES SHALL BE BUTTED SNUGLY AND STAPLED IT IS ADJOINING BLANKETS. ®rr ~,~~a"
8. SEED ALL DISTURBED AREAS peed BOOk 1724, Og --MAC 6 ~ DEPTH-22 THE BOTTOM OF THE SIL G ~ 9, AFT R VEGE~'AT/ON !S ESTABLISHED REMO?E ~ ~ x Block 3266 ~-TEA~ d s ~ THR TH F N AN E _ To TEMP, EARTH \ s ,b GO U E E CE TTOM OF THE SILT FENCE SO THAT RUNOFF (S FORCED TO NOT NECESSARY TO DIG CHECK SLCTS, ANCHOR DITCHES U r t OR BURY ENDS OF BLANKETS. 421 `
TEMPORAR, Y SEDIMENT DEVICES. BERM CONSTRUCAON ~ ~a f. -o~ ~s U THE FENCE AND CANNOT GO UNDER IT. 40 I / ROLL S ZE
~ ENTRANCE / B ~ o LIMITS OF TEMP, ROCK ~ ~ \ MATERIAL: WIDTH.,.,.,.,4$ INCHES± t INCH THE EXCELSIOR BLANKET SHALL CONSIST OF A LENGTH.,...,.180 FEET AVERAGE
CONSTRUCTION / CHECK DAM / 6 I ~ 1E 8 \ , p STEEL POST iTEEI POST RE ENCE MACHINE PRODUCED MAT OF CURLED WOOD WEIGHT OF ROLL..78 LBSt 10q
CONTRACTOR TO INSTALL A TYP, ~ ~ MP,' SEDDIME F ~ F A 1 P ,R P ~ ~ ~ ~ JO SY 0 CL SS 1 RI A ~ (REQ'D W/BURLAP ONLY EXCELSIOR OF 80q SIX INCH OR LONGER FIBER SQUARE YARDS PER ROLL,.80 AVG LENGTH, WITH CONSISTENT THICKNESS AND THE
~ \ X a z x R TH NTIRE a Z FABRIC FIBER EVENLY DISTRIBUTED OVE E E
O_L W X90 \ / g 12" SLOPE _ A d ~ ~ ~ ~ ~ (NO WIRE FENCE REQ'D) AREA OF THE BLANKET, DITCH LINER Z
. ~~LEN T = ~ G' 0 0 I I ,~~y ~ ~ A 3 AGE'` ~ ~1~~ 8~ / RAIN ~ \ ~ 0 0 9ACKFILL TRENCH PATH SOIL THE TOP SIDE OF EACH BLANKET SHALL BE Staples will D N, I, . a M t PING OR COVERED WITH A PHOTODEGRADABLE EXTRUDED a) ear as S
3 3 ~ M N ST W~IR~9~ ~ M R~J z MATERIAL AND AM I P C~WASHED STONE TO 6" ABOvE PLASTIC MESH. THE BLANKET SHALL BE MADE a "5" on ~ N
r ~ ~ ~ ~ ~ ~F USED D`~56-Cf ~ ~ EC LAM ~T GROUND. SMOLDER RESISTANT WITHOUT THE USE OF - N T ~ r h CHEMICAL ADDITIVES, d ce• RIP RAP SHAD co sls ~ N
v, ~S~RF CE R UI E 1 F ~ i~ 'TT I y ~ ~ ~S~ ~ 4 D\ + OF 6 DIA, STONE PLACED ~ N ~~`V,.,ai~~.."~ o AS SHOWN DEPTH OF ~
I'-o" ~ 0 SLOPE INSTALLATION p APRON SHALL EQUAL THE ~ f
_ ~ NORTH AMERICAN GREEN 515 EDME ~ r`r1L \ ~v' ~ N F n r w f ~ 3 D PIPE DIAMETER AND Use a commo 0 0 RIP-RAP SHALL BE A N staples on adjoining Use 4 stoples across at the start MIN, of 12" DEPTH. Z LLI ~
OR EQUAL FOR TEMPORARY LINING \ ~ P ~ blankets. of each roll and continue to - Z
2' x ~,4' x ~3'D \ 8 0 \ \ TYPICAL DITCH SECTION ~ ~ \ \ EXCEL~R \ INFIR LENGH = 4 ~ \ ~ ~ staple thrucut the length of 4' MIN. Z
NTH ~ A v ~~MArnrvG ~ S TEMPORARY DRAINAGE ~ R , 28 ABC \ a \ ~ , CE the roll Dt 4 ft intervals. DIKE W U [PORARY SILT FEN .n r wi h hl h water velocii a cos t g y
,~EDIMEhT TOR GE QUI 50 CF\ o. \ ~ ~ IMEtV ST R E R N ED 6 - SED T \ 6 F stcp"es should be on 2 foot centers. Q ~ 3:, a a
EXISTING LEGEND SURFACE ARE , EQUI D J SF A ~ MP\EARTH \ HOLD D WN .5 MIN. O ~ w;s 0 STAKES :r~ Q
`~0 BERM rA _ _ SURFACE AREA PR~R4QDE 392 \ ~ \ APD/,.,A:E LNLET _ \ \ \ 2" COPE \ Use 4 stoples ocross at the sta. °.•r of each roll and continue to * j ~ Z
SCAB TOP BA51N ~ ~V r " SLO ,I ~ RAIN ~ ~ ~ ~ ~ ~ to le thruout the ten th of 7,`/ % S p g .r~~\\\\
O„ur,~A~E r~OW - ~ ~ DRAtN~ ~ TEMP. SEDIMEN~~ A STORM SEWER ~ ~ ~ ~ \ ~ ~ \ the rot! of 6 ft intervals. ! 10' SPACING ~ ~ ~ ~ J ~
~ EXCELSIOR ~ ~ SAN. SEWER MANHOLE ~ ~ ~ ~ \ 24 L x 12 W x D ~ MP ~1L-~- EXCELSIOR MATTING \ \ \ \ \ \ \ J ~
rnNG y ~ CLEAN OUT ~ x h 'HEIR ENGHT = ~ 8, ~ ~ ~ FENCE PLASTIC W Z ~ CORRUGATED / Qr ~ W
SANI7AP, Y SEWER -~5~--u> U DRA/NA E A 0,21 AC \ 1 FRE HYDRANT tiro ~ ~ ~ ~ SED/MENT ST R GE RE RED 378 PIPE W r•, INLET (~J Z
- ,M/ ~ ~ l WA <~ER ?AL'/E ~rt~ ~ 'V ~ ~ / ~ ~ ~ ~ ~ S€D/MENT STOR PRO D 432 Cf / N Z - 0
WA+EP METE° ~ ~ s ~ ,A ~ I ~ \ SURFAZ'E~AREA REO IRED 1 ` I - _
WATER LINE - v+ - - ~ ~E~ ~ ~ ~ 1 ~ URFACE A A PRO ED 288 ~ CIA !I lP RAPS R~ CLASS II RIP-RAP ! ~ ~ \ LIGHT POLE ~ ~ \ 26" DEEP a ` ~ OUTLET P TEETtO :LASS II RIP-RAP 10 STABILIZE ~ !6" DEEP OUTLET ( Z
UTrLiTY POLE i - c~ I Lj4-50 ~ 61 W 6" GRAVEL LAYER ~ \ Z / ~
PEDESTAL ; INV' 816. D - \ ~ m ~ , 1 ~ 55' \ ~ ~ ~ 1~8 LF 60" RCP PIH= 71 3 TRANSFORMER ° ~ ~ / DE 2 / / 3 ~
AERiAI UTILITY LINE - ~ o~ yE8 ~ 27% GR. / FLOW E 1 3 24" HOPE PIPE 4' MIN. t,%~;:~~~"~
J ~ ~J ~ BCILA,.D o ~ ~ ~ ? 12 SL PE MP~ SEDIMENT SIDE T P, SOCK ~ AP 1! / FLAG POLE D AIN i LEVEL y~
MAIL BOX "'E ~ ECK~DA ~ ~ 28' x '4'W x 30 eI ~ , DEWATERING SECTION `,,,,,i IMPERVIOUS CORE SIDE ..+?'ti. "~?'"W~ MATERIAL ®ggR / t
~ ~ ~ ~ - h'A,vDICAP - 1 Tl'P, ~ R NGHT - 4 ~ MAXIMUM DENSITY ~
FErrCE - y - ~ ~ - ~ ~ ~ At AGE AREA 0.2 AC ~ ~ / TRAFF,-C SIGPJ -o-- ~ ~ ~ ~ GMITSiOF ~ ~ SE MENT STOI~AG REQUIRED 504 CF v CROSS SECTION OF PLAN VIEW V)
SPEED BUMF ! ,c ~~j / ~ ~ CON9TRUC ON ~ ~ IME~STORAGE PROVIDED 636 CF --J1 TEMPORARY SLOPE DRAIN STANDARD T-SECTION 1
r ~ ~ / j ~ ~ ~i / ~ / ~ R lR 1 SF cpN,,, S W ~ ~ SV ACE' A .EA REQU f0 35 - ~ ~ ~ ? ~ EXC LSID~ / ~ A PNAr T W ~ +.l ~ / SU FACE AREA PROVIDED 392 SF XI TING CREEKBEC S ~ S/ ? \ j ~ ~ E 5 EXISTING CREEKBED 5
~ o ~ M rnNG / ~ ~ / SHRUBBERY ~ ' F R PA IiEMENT BY OTHERS 8' / / / ~ 8' 26 UTU E ( ) REMOVE ALLUVIUM 2' DEEP TO BEDROCK CR TO FIRM SOIL. Q
AN AP AR A ~ ! i ~ ~ ~ ~ / ~ ~ L DSC ED E _ WOODS LINE SHOULDER SHOULDER
TP,EE lAS NOTED) 12" N.C.D.O.T. X57 5 R
_ "PER FT 1 4'` P , hashed Stone mia r TEMPORARY COFFERDAM ~~~o ~-1.5 fi
4 THIS PROPERTY /S SUBJECT TO ANY EASEMENTS, AGREEMENTS, OR RIGHTS OF WAY 1~4 / ER FT ~ OF RECORD PRIOR TO THE DATE OF THIS MAP WHICH WERE NOT APPARENT i/ T bv° ~ 1 1800 cu n/acre ^(.c~~~ ~0°~0~ 2! ` ~ O a o0
N M/ HT TH RWI !CLOSED BY AN ? NOTES A T THE TIME OF MY INSPECT/ON A D G O E SE BED S SECTIO Q 2 ~ ~~.,~,oac,~~oa ~ ~ ~ ~ sw., ~o~ ~o„c„o,, o 0 0 ~ Z 1P15 ~~~8~c~"c°o~~o~80~°0 0 ~
t; BRADY Si/RVEYING COMPANY, P, A,, LOCATED ALL SURFACE UTILITIES (VERY/CAL ATTORNEY'S TITLE OPINION WH/CN AS OF DATE SHOWN HEREON HAS NOT BEEN 3 QO Q O „0 W fV I
T WH/ H W R ACCESSIBLE l0 A SURVEY CREW UNDERGROUND SUPPLIED l0 BRADY SURVEYING COMPANY, P.A. y R~ AND HORIZON,AI) C E E ,~,T, r ,N! Y s''RfACE AP.PURTANCES SHOWN PER 1NFORMATiON 5)NO GEODETIC MONUMENTATION FOUND WITHIN 2004 ~ TYPICAL FILL SECTION S P~' ...,L tS .40 DISCER BLEB ~ P R - Cross section Iter fabric 5
: F'iklnr`~D FROM PUBLIC PR!VATL' RECORDS,. UT'LITY ENl/TIES OR OTHERS AND VERTICAL DA+Z/M SCALED FROM FORSYTH COUNTY AERIAL TOPO MAP, 0~ c ~ 5' ALL G;'STANCES SHOWN ARE MEASURED HC,RIZGNTAL GROUNG DISTANCES UNLESS r' ~ ~P I" ~ CAL 6" min ,~'a c~~_
SHOtD BE COP,lSIDERED APP,40XIMATE ONLY. SOME UNDERGROUND UTILIL+ES 1 ~j NTS ' CHANNEL ~ deptl:J / W 0 ~ ' h Design Overrll 6" ~ Z
~'AY Pw`t'T BE SHOYYN BRADY SURIiEYING COMPANY, P.A., DOES NOT QUARANTEE SPEC'FICALLY NOTED OTHERWISE P 7) ALL AERIAL U?7L~TIES'0 MOBILE CLASSROOMS ARE NOT SHOWN. bKAT ALL UT1LlT/E$ ARE SHOWN ON TtiIS MAP, NOR DO WE GUARANTEE THAT 2-3. ~ ~ so-tlfed 21" for settlement Z coarse aggregate to 'N° ~ W /r,i, 0 Q
' R R N T( IT/ES ARE SHOWN ACCURATELY, PVf STA = 12+50.94 GRAPHIC SCALE ALl UkDE G OU D U L / / , 0 4 R min / O O O~ th ./~li~i~?i ~ ~1,a : /2:1 aide ~ ~
2; F'ELD SURVEY WAS COMPLETED BY 8-23-D2. THIS DRAWING SNOWS TOPOGRAPHIC Pv.+ ELEV = 840.1 40 20 0 40 80 ~ b -peu flashing - I! conditions at the site are such that most of the mud and sediment s R ~ %
CONDITIONS O~ THE SITE AT THE TIME OF THE SUP.lEY. A,D. = 9.83 SANDB 7,5'!S ~~S ,vOr A BOUNDARY SURVEY, K = 15.26 SANDBAGS v the vet the tires should be mu AO :l aide abpe ~ ~bx are not removed by vehicles iravelmg o er gra ~e aNtMd xashed, hashing should be done on an area stabiised xith crushed stone that sa ~
PVI STA = 11+01.20 150.00' uc 1" = 40 FEET drains into a sediment trap or other suitable disposal area. A xesh rack may also ~
PV1 ELEV = 858.2 870 830 870 _ 830 - be used to make xashing more cronvenient and et~tive. mm
~ I I ! I I i I I I - 10, 3 I I I I ~ I I I Construction stone section
~ I ~ I I I - I I i' MIN. - - I -i_i_ ~ ~ I i, ~ I ~ ~ ~ ! ~ I I I I I I RAY INTQ OVE L I I I fall eietian roots, and other ob' - Z Sp2Cl{108t10nS 1. Clear the entrance end eldt area o veg ~ tionable materiel and properly grade it. TL+IIDOD a DY s aC~J/11aG1,1 ! lug
I I I I I I I I ~ i I I I U' I f 0 C ~ 'OO ~ - EMBANKMENT ! i 1 C~ g'rlfR ti 2. Place the gravel to khe specific grade and dimer~iona shoxn on Ule plans, and
- ~ ~ I I I I ~ I , I ~ I I f I, I ' I I I I I smooth it.
I ~ ~ I ~ ~ I I I ~ I ( 'I I ~ I ~ I I EXISTING CREEKBED . I ~ ~ I I I ~ I I I ~ Y I O !i i I :EKBED 24" BY-PASS HOPE N 3. Provide drainage to carry water to s sedment trap or other suitable outlet, b
, , _ ~ I 1 I I I 4. Use geotextile fabrics because they improve stability of the foundation in ~i
I ~ _ ~ ~ i Y ~ f j to i , i i - I ]ocaUons subject to seepage or high xater table.
I I ; I : I I I I TEMPORAL I o I ~ I I C I 1 I! I i I I - - , G COFFERDAM Q TEMPORARY SANDBA CLASS I OR B EROSION CONTROL m ~ ~ O
y- ~ , I ' , I ~ ' ~ I' I I h I II i I I i ~ I SECTION ii'ialntt?nBnCB Maintain the gravel pad in a condition to prevent mud or sediment from lean- STONE 4 g a Q h
I ~ ing the construction site. This may requuire periodic topdressing vnth 2-inch 21~ ~ 8 ~ Ql'fS stone. After each rainfall, inspect any structure used to trap sediment and clean ~
I i tD ! ~ ~ 'I r, I I I I ~R S i ~ I II I 0~'0 ~ I I - T _ I - i , - I it out es necessary. Immediately remove all objectionable materials spilled, xashed, or tracked onto public roadxays. u ~
/ : PR OWED I ; i j I I I h ,
, - -1- ~ , i ' ! ~ / j ~ i ~ ~ II ~ ~ ~ ! I f , ESTABLISHING VEGETATION 8~0 ION .t
2 86 rl i PR PARA K I ON TH R N S EDBED E WO CLUDES E E ' I I i I I I I LIME SHALL BE DOLOMITIC AGRICULTURAL GRI M HIN QF ALL DISTURBED AREAS. TEMPORARY CONSTRUCTION ENTRANCE F11TER FABRIC CROSS SECTION EEDBED PREPARATION, LIMING, FERTILIZING, SEEDING AND ULC G TIC AGRICULTURAL GROUND LIMESTONE CONTAINING NOT LESS THAN TEN PERCENT MAGNESIUM t.5 1L
' I OXIDE I , R IA TAN AR M I COM E C l F RTl IZER SHALL BE S D D I E L I i ~ i I: NI E ~ I I I I ~ ~ i I iTANDARD COMMERCIAL PRODUCE lS t0-10-10 ANALYSIS. ALL FERTILIZER SHALL BE mm•
DELIVERED IN BAGS BEARING THE MANUFACTI i T i IMM IA Y AF R D i WEIGHT IF NOT USED ED TEL E - ~ i I ARING THE MANUFACTURERS NAME, THE CHEMICAL ANALYSIS OF THE PRODUCT AND THE IMMEDIATELY AFTER DELIVERY, THE FERTILIZER SHALL BE STORED IN A MANNER WHICH WILL ~ I
i r T TRY I + DO ~ 2D N0. ALLOW li TO HARDEN OR DES 0 S I )EN OR DESTROY ITS EFFECTIVENESS. B" min.
- i i i ~ ~ I - ~ ~ : AN APPR MIX U'~. - T RA HA L BE OVED SS SEEDS L C W . ' ~ U ~ I I SEED SHALL BE A MINfMJM OF NINETY PERCI AN APPROVED MIXTVRE BASED ON REGIONAL AND SEASONAL CONSIDERAtIONS. PURITY OF ^ C ~ 0 o Q a o ~ O MUM OF NINETY PERCENT AND THE GERMINATION SHALL BE A 41!NIMUM OF EIGHTY-FI1F
_ _ _ _ ~ W PERCENT THE SEED LABEL SHALL BE A "q I ' vRADE ~ ~ QV 'I, i ~ MULCH SHALL CONSIST DF DRY, SMALL GRA.II p CONSTRUCTION SPEC[FlCAT10NS ~ k .ABEL SHALL BE A "CERTIFIED SEED L EEL. ~ ~ v DF DRY, SMALL GRAIN STRAW, DRY HAY, AND OTHER SUITABLE AND APPROVED MATERIAL. FILTER FABRIC w.~
W - - ~ ~ ~ ' ~ I ' PREPARATION OF SEEDBED 1) CLEAR, CRL'B, AND STRSP THE AREA UNDER THS ;7tBANKMENT OF ALL V 0 0 0 W VEGETATION AND ROOT NAT. REMOVE ALT. SURFACE SOIL CONTAINING ~~~p " BED
THE $URFACE SHALL BE MADE SMOOTH AND I li ' { I I ~ ~ I I E~YISTJlVG ~ I I ~ ~ ~ N T A MINIM M PTH OF kEE C I U DE SK G 0 D _ - _ _ IE MADE SMOOTH AND TRUE TO GRADE. THE AREAS SHALL ~ PREPARED BY MEANS OF HIGH AMOUNTS OF ORGANIC NATTER AND STOCKFILE OR DISPOSE OF IT _ DEPTH OE THREE INCITES piSKiNG AND CRASS-DISKING, NARROWING, OR tl1HER APPRtlVLU PROPERTY. HAUL ALL Oa1ECTI0NASLE MATERIAL TO THE BEa10NA'T$D ~/-t a`
- I ~ I GRADE I/ I ~ i i i METHODS OF PREPARATION. SHALL BE CONT4. t ! I _ SEEDBED IS OBTAMED. CARE SHALL BE EXE TION, SHALL BE CONTINUED UNTIL A FRIABLE AND THOROUGHLY PULVERIZED THREE-INCH DEEP DISPOSAL AREA. V 1 O CARE SHALL BE EXERGSEO IN PREPARATION OF SEEDBEDS ON SLOPES iO KEEP LOCSE SOIL 2 ETTSURE THAT FIlL MATERIAL FOR THS EMBANKMENT 1S FREE OF ROOTS, STONE SECTION ~ O
_ - ! ~ - - , ~ IN PLACE RATHER THAN PERMIT IT TO ACCUI T ; ~ ~ i / I ' I PRIOR TO PLANTING THE SEED. PRIOR TO P N PERMIT IT TO ACCUMULATE AT THE FOOT OF THE SLOPE. $EEDBED SHALL BE APPROVED ) xOpDY VEGETATION, ORGANIC NATTER, AND OTHER OBJECTIONABLE ~,s1 `.Li tE SEED. PRIOR TO THE LAST TILLAGE OPERATION, LIME AND FERTILIZER SHALL BE BROADCAST MATERIAL. PEACE THE FI1L IN LIF9S NOT TO IXCEID 9 INCHES AND H T Y
' _ i a-- N1TH AN APPR SPREADER OVER THE SE _ ovED - - i I I I i I I I I AFTER THE SEEDE3ED5 HAVE BEEN PREPARED >READER OVER THE SEEDBEDS aV ACCORDANCE WITH THE APPROPRIATE SCHEDULE. MACHINE COMPACT 1T. OVER FILL THE EMBANKMENT B INCHES 70 I U) P PAR AN APPROVED BY THE ENGINEER, THE MIXTURE OF CRASS SEEO, AS 1 HAVE BEEN RE ED D A11Ax FOR SETTLEMENT, '`i
I i Y M AN$ OF FI HA WED B E ~ I $PEq E0. S LL BE SO I ' : ' I I ~ ' I , INTO THE SOIL TO A DEPTH OF APPROXIMATI ~ i ~ R APPR IPMENT. TOWED BY MEANS OF AN APPROVED SEEDER AT THE APPROPRIA?E RATE, THE SEED WORKED TEMPORARY ROCK CHECK DAM ~ z x DEPTH OF APPROXIMATELY ONE-HALF INCH AND THEN COMPACTED BY MEANS OF A Cl1LTIPACKER 3) CONSTRUCT THE OUTLET SECl10N IN THE EMBANKMENT. PROTECT THE O
R R Tff OVED EQU ROLLE 0 0 E O' I L B O I I I i , ~ ~ i DROVED EQUIPMENT. CONNECTION BETxEEN THE RIP-RAP AND THS SGIL FROM PIPING BY NOTE: TO BE 1NStALLED IN CHANNEL DURING ~ ~ a
I ' ' I ' I I I ESTABLISHING TEMPORARY VEGETATION ~ I I I , I THE TEMPORARY SEEDING OF DENUDED AREA 4RY VEGETATION RAP STRUCTURE~AND THB $pIBYMAY CUTOFF TRENCH BETIIEEN THE RIP- CULVERT 1NSfAi1dTK)N, AFTER PIPE 1NSTAIIATION 0~,, x NG OF DENUDED AREAS THAT WILL NOT BE BROUGHT TO FINAL GRADE FOR A PERIOD OF MORE LS COMPLETE, UTILIZE STONE AS PIPE QU"i13"f O
' I ~ I I THAN 30 WORKING DAYS BUT LESS THAN Ot, i i II i ~ i I RIA T MP A APP OR TH F WIN ROP TE E AND E OLLO G I ~ ' I!' j II I i l I I rS BUT LESS THAN ONE YEAR SHALL BE IN ACCORDANCE N1TH THE PREVOUS $PEGFICATIONS • PLACE THE FILTER FABRIC BETMEEN THE R1P-RAP STABIl7ZATION. 7/1 FS l 1 U ~ .PP RIA T MPORARY SEEDING SCHEDULE. TEMPORARY SEEDING SCHEDULES FOR THE AND SOIL EXTEND THE FABRIC ACRJSS THE l/ L ~ O./ ROP TE E
PIEDMONT AREAS ARE AS FOLLOWS: ; AS FOLLOWS: SPILLNAY FOUNDATION AND SIDES TC THE TOP OF THE DAM; OR ~ 'T' y"
I I I i y 'i I I i I I i I APPLICATION RATES (LB/AC) ' L - - r--i-- RECOMMENDED SPEgES 5E B/AC) ~ E CONSTRUCf10N 1. Place stone to the lines and dimensions shoxn in the plan on a filter fabric W ~ ~ ~ SPEGES SEED 10-tD-tO ACRICUUURAL EXCAVATE A KEY1fAY TRENCH AIANG THE CENTERllN SPECIFICATIONS foundation. FERTIUZER LIMESTONE OF THE SPILLxAY FOUNDATION EXTE2IDING UP THE ~ O
I - - - - -r ~ I I SEEDING DATES i i / ~ I II A a E i ~ I i AN t -MAY 1 R RAIN NN 2 , UL J YEG i 1 1 i i ~RYEGRAIN ANNUAL 120 75D 2000 SIDES TD THE HEIGHT OF THE DAN. THE TRENCH r l SHOULD BE AT (EAST 2 FEET DEEP AND 2 FEEr 1HDE 2. Keep the center stone section at least 9 inches belox natrual ground level V ~ ~
LESPEDEZA (KOBE) 5t ! : ~ I I : I I. MAY t -AUG 15 GERMAN MILLET 4( i i i . : ~ ~ / - i I "Y _ 1 RAIN 2 LESPEDEZA KOBE) 50 el banks j xITH 1:1 SIDE SLOPES. where the dam abuts the ehann ~I Fn ~ GERMAN MILLET 40 750 2000 fly if 1
t C 30 RYEC • AUG 5 DE - - T-7 ~ 1 ~ 1 RYECRAIN 12D 1040 2000 4) CLEAR THE POND AREA BELOx THE ELEVATION OP THE CREST OF THE SP1ttxAY TO FACILITATE SEDDdENT CLEAI+ouT. 3, Extend stone at least 1.5 ft beyond the ditch banks to keep overBox rater ry z z_ ENT VEGETATION from undercutting the dam as it re-enters the channel. F~-i
I i ~ ~ I I ~ ~ ~ I i ~ ' ~ ; I I ESTABLISHING PERMANENT VEGETATION I I I i I F ~ I I A ~ IN ARE P R AN NT DENUDED THE E M E SEED G OF - I LNG OF DENUDED AREAS SHALL BE PERFORMED WITHIN 15 WORKING DAYS CR 90 CALENDAR FILL STAPES SHOULD BE 2:1 OR FLATTER. Q ~ H AN IN ACCORDANCE WITH 1HE PREVIOUS $PEGFICATIONS AND THE 5) AIL CUT AND ADE IS REAC ED D SHALL BE 4, Sei spacing betxeen dams to assure that the elevation at the top of the loxer r , O ~
' ~ I L ' ' IID ~ i/ I i I II I i DAYS AFTER FlNAL GRADE I$ REACHED AND I ~ ~ i N , ~ I ~ i ( ~ I I I IA P RMANENT $EEDIA E ~ ~ I i FOLLOWING APPROPR TE E 0 FR AR A AR MOVED IN E W MAIN NANO E S E 0 TE E L ~ i - TE PERMANENT SEEDING SCHEDULE. 8) ENSURE THAT THE STONE (DRAINAGE) SECTION OF THE EMBANI(NENT HAS dam is the same as the toe elevation of the upper dam, W ~ ~ EAS ARE MOVED INFREWENTLY OR NOT AT ALL AND DO NOT RECEIVE LIME AND FERTIUZER ON A MTNIMVN BOTTOM xIDTH OF 3 FEET AND MAXIMUM SIDE STAPES OF f/'1
_ I h -~---r I YIN , : I yj I I I I , I A REGULAR BASIS. SUCH AREAS MA CLl I I ~ ~ i I i EASEMENTS UCH AREAS MAY INCLUDE STEEP SLOPES, STREAM OR CHANNEL BANKS, ANO UTILITY l;1 THAT EXTEND T'0 THE BOTTOM OF THE SPI11;aAY SECflON. 5. Protect the channel doxnatream from the loxest check dam, cronsidermg that V t rn ~ x Q rater rill vox over and around the dam. v ` E"'
x I A ~ ~ i APP I ATI N RATES LB C I I LC 0 / } - ( I ~ I i ' ' ~ I I I ~ I I I ~ ~ ~ I ~ I ~ i I ' I t ~ SEEDING MIXTURE CE B AC T) CONSTRUCT THE MINIMUM FIN[SHID STONE SPIIL1rAY BOTTOM xIDTH, AS O Z / } GENTLE SLOPES STEEP SLOPES SHO11N ON THE P1ANS, 111TH 2:1 SIDE STAPES ENCTSNDINC TO THB TOP n
I I I 8t F _ TALL ESCUE ~ ~ I f I ' g0 t00 OF THE OVER FLIJED ENBANKIIENT KEEP THE THICKNESS OF THE B. Make sure ?hei the channel reach above Lhe moat upstream dam is stable ~ E" S]D63 OF THE SP11L1fAY OUT[ET STRUCTURE AT A NiNI1lUM OF 2i ~ w 20 30 jUSE ONLY UNSCARIFIED SEED AFTER aUG 15)
I ~ ! ~ I I ~ ~ / ~ II ~ I , i ; I I ~ SERCEA LESPEDEZA 2t I C P A 10 K O LES EDEZ 84 OBE 84O 1p 40 INCHES- 111E MEIR MUS? SE LEVEL. AND CONSTP.UCTID TO GRADE TO 7. Ensure chat the channel appurtenances, such as culvert entrances belox check ~ a ~ ~ t000 1000 ASSURE DESIGN CAPACITY, dams, ere not subject to damage or blockage from displaced stones. (Y ~I
I ~ I r I ~ ~ ~ I i I 1 i I ~ ~ ~ 10-10-10 FERTILIZER t0 ~i I I I I ~ I ~ ~ I I I I ~ I AGRICULTURAL LIMESTONE 4f ti I I li , )NE 40~ 40~ 8) MATIiRlAL USED IN THB STONE SECTION SHOULD BE A 11Ell.-GRADED hr++-iI `T , \4 ~ N1X7URE aF STONE x11T1 A D60 81ZE OF BO INCHES (CWSS B EROSION MAINTENANCE hupect check dams and channels for damage alter each runoff event. ~ 1°11
- ~i ' ~ i i ~ ~ I ~ I ~ li i , ~ ~ i ~ I II i ~ ~ I M T WI BE AM N LL ALSO ITI N DEN S i ADD 0 AL SOIL E I I ~ I IDMENTS PALL ALSO BE USED AS FOLLOWS: CONTROL STONE 13 RECONNENDBD} AND A MAIDMUN STONE SIZE OF 14 I ~.1 INCHES- THE STONE NAY BE MACHINE PLACED AND THE SMALLER Anticipate submergence and deposition above the check dam and erosion from ~
I i I i A APP I AT1 N RAT S LB C LC 0 E i / ) I I I ' ~ I i I I ~ I i li i i Hl .B/aC) STONES xORKID INTO THE VOIDS OF THE LARGER STONES. THE 3rDNE high flora around the edges of the dam. Correct all damage immediately. {f HULLED GERMAN MILLET RYEGRAIN SHOULD BE HARD, ANGULAR, AND HIGHLY KEATHER-RESISTANT. significant erosion occurs beixeen dams, install a protective rip rep Iiner in that ~ ~ U
I ~ I ~ I ~ ! ~ i I ~ ~ ~ I~ ~ ~ BE I I I I MAR 1 BERMUDaCRASS portion of the channel 40 9) SNSURB THAT THE Si'ONS SPIll,MAY OVTLEI' SEC710N EXTENDS ~ O
' I ~ I ~ I I~ ~ ~ i ~ ~ , ~ 1 FEB 15 2 I C. I. I C I 1 i I I ~ ~ ' I ~ l i ~ I i ~ ~ i I MAR 21 - MAY t 15 MAY t - 1 .LINE 5 i I 15 40 DO11N97RHAll PAST THE TOE OF T}IB ENBANKNSNT UNTIL STABLE ~J 1 t5 t0 CONDITIONS ARE REACHED AND OlTT16T VEIACITY IS ACCEPTABLE FOR Remove sediment accumulated behisid the dams as needed to prevent damage L,
i I ~ I ~ I ' ' I ~ I ~I I ~ ' I I ~ I i ~ I I ~I I i JUNE 15 -AUG 15 : ! I i i I AUG 15 - OCT 25 I i ' I~ ,i -F 1 1D THE RECEIVING STREAM. KEEP THE EDGES OF THE Sl'ONB OUTLET l0 chancel vegetation, alkM the channel to drain through the alone check dam, rn a0 SSL170N F1,1JSH xITH THE SURROUNDING GROUND AND SHAPE THE CENTER aad prevent large flora tram carrying sediment over the dam. Add stones to V 1 40 TO CONFINE THE OUTFLDN STREAK, dam as needed io maintain design height and cross section. r ,
I I r -r ~ I I I i 3 T OC 25 EB 5 I I I I j HICN MAINTENANCE AREAS ARE MOWED FRE! ~ I~ I I I I ~ i I i I ~ ( ' ~ ~ ~ - LEAS ARE MOWED FREQUENTLY, LIMED, AND FERTILIZED REGULARLY, AND EITHER RECEIVE INTENSE w
ai i ~ I : i ~ _ i USE OR REQUIRE MAINTENANCE TO AN ASST i_. , G) i I i i I I o ~ ~ ~ 1 I f I ~ ~ I ~ ' LAWNS PARKS, SCHOOLS, CHURCHES, AND I ITENANCE TO AN AESTHETIC STANDARD. SUCH AREAS MAY INCLUDE ATHLETIC FIELDS, NOME 10) DIRElT EMERGENCY BYPASS To NATURAL, STABLE AREAS, IACATE Topographic Survey H )LS, CHURCHES, AND RECREATIONAL AREAS BYPASS OVTlETS SO THAT F1AM 1nLL NOT DAMAGE TNS EMBANKMENT. ~c+
I ~ ~ ~ RA APP I ATI S L C I L C ON TE B I ( / ) a ~ ' i I ' ~ L--r I I I I , ' SEEDING MDCTURE: a ' ~ ~ ! i I .B aC V' / ) It) STABIllZE THE ENBANKNBNT AND AIL DISTURBED AREAS ABOVE THE FEB t -MAR 31 MAR 31 -AUG 20 - T AUG 20 - FEB t SEDIMENT POOL AND D01rNSTREAN FROM THE TRAP DNMIDIATELY AFTER
~ - ~ i - i I 7 I : ' I i I i I I ~ _ F c BLEND OF 3 OR MORE TURF TYPE TALL E, I I i AUC 20 OC 25 TURF-TYPE TALL FESCUES 200-250 CONSTRUCTION.
I K P A i OBE LES EDEZ , I 3 ' II ' , 10-10-10 FERTILIZER I , I I I i ~ MAINTENANCE r~ , 1000 1000 ,.;~4ti'!~ 4000 •
TN RA IM A ICULTU L L ES 0 E I GR i I - i I I A OD T APP U 20 FEB ~ i NITR N LED G OGE 0 BE I ~ ~ I ONE 4000 1NSPECr TEMPORARY SEDIMENT TRAPS AFTER EACH PERIOD OF SIGNIFICANT ~,1 _ t a0 P 1b T15 ORIGINAL ,LED AUG 20 FEB ONLY) RAINFALL. REMOVE SEDIMENT AND RESTORE THE TRA
~i I i ~ R.K~ R1/~ i l DIMENSIONS li}IEN THE SEDIMENT }LAS ACCUMULATED TO ONE-HALF THE DESIGN f Ir _ SHEET NO.
M 83Q 11+00 EROSION CONTROL PROCEDURE 7200 w AT OR OAT STRAW, OR PEANUT OR GRASS HAY, AND SHALL BE APPLIED AT THE RATE OF 4000 DEPTH OF THE TRAP PLACE THE SEDIMENT THAT IS REMOVED IN THE "vu ja 7
lOfQO 13+00 14f00 MULCH I SHALL BE WHEAT OR OAT STRAW, 01 POUNDS PER ACRE TO ALL SEEDED AREAS, OR BUNCHES OF DESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF THE U 1 ALL SEEDED AREAS. MULCH SHALL BE APPLIED UNIFORMLY WITHOUT CLUMPS GRAVEL FACING. A) g A11~r~ I 9*40 ALL BE APPLIED IMMEDIATELY AFTER SEEDING AND PREFERABLY ON THE SAME WORKING DAY am
z The contractor shall conform to oil requirements of the soil MATERIAL. MULCH SHALL BE APPLIED IMMEI sedimentation and erosion control lows and regulations of the 2. Disturbed preps shall be seeded at o rote of 150 pounds THAT THE SELECTED AREA IS SEEDED. ANC / ri and enforced by the per acre, type depending upon seasonal limitations; lime 1REA IS SEEDED. ANCHOR STRAW BY TACKING WITH ASPHALT, ROVING. OR NETTING BY CRIMPING CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. RING TOOL. ON STEEP SLOPES, USE A DULL DISK HARROW SET SO IT WILL NOT COVER THE PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO ENSURE IT IS A I'
State of North Carolina as established SCALE WITH A MULCH ANCHORING TOOL. ON STEEI ' ~Q Land Quality Section of the North Carolina Department of at the rote of 4000 pounds per acre and fertilizer(Type (/~Rj 1"T 4 MULCH. MINIMUM OF 1.5 FEET BELOW THE LOW POINT OF THE EMBANKMENT. C 001 99 ors t 1 IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY ABOVE
0 ~N p Natural Resources and Community Development, These require- 0-10-10) at the rate of 1000 Pounds per acre. The ments shall include but not be l Knted to the following: seeded area shall be mulched to a minimum of 759 ground HORI. 1 '=4Q MAINTENANCE AND RESEEDING 11~~p,/ amy P .A. ! SEEDING DESIGN GRADE, ANY RIP-RAP DISPLACED FROM THE SPILLWAY MUST BE Q, ] 7 Townships MAINTAIN ALL SEEDED AREAS UNTIL ACCEPTANCE OF THE WORK, BY WATERING, MOWING, AND REPLACED IMMEDIATELY. Winston & Middle Fork 1 ownships
z Daas 1. All denuded areas ore to be seeded and stabilized cover and tacked with emulsified asphalt of the rote of 150 THE CONTRACTOR SHALL MAINTAIN ALL SEE[ i WHICH FAIL TO SHOW A SATISFACTORY STAND, FOR ANY REASON WHATSOEVER, SHALL BE /v THE GRASSING PROCEDURE SPECIFIED HEREIN. DAMAGE, RESULTING FROM EROSION, GULLIES. AFTER ALL SEDIMENT-PRODUCING AREAS HAVE BEEN PERMANENTLY Forsyth Count North Carolina
Suite 601-8 9ollons per OCre. WEEDING. ANY AREAS WHICH FAIL TO SHOW 2990 Bethesda Place, within 15 days of completion of any phase of grading. RETREATED FOLLOWING THE GRASSING PROCI Z North Carolina 27103 Should conditions exist unfavorable for seeding or other 3. All erosion control improvements shall be maintained, repaired WASHOUTS, OR OTHER CAUSES PRIOR TO Af CAUSES PRIOR TO ACCEPTANCE, SHALL BE REPAIRED BY REFILLING WITH TOPSOIL AND STABILIZED, REMOVE THE STRUCTURE AND ALL UNSTABi,E SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE ADJOINING AREAS AND STABILIZE PROPERLY THE GRASSING PROCEDURE SPECIFIED HEREIN. Aug S 282U02 b OF-
intended round cover, mulch and RETREATED FOLLOWING THE GRASSING PROC! 3 Winston-Salem, Q [phone] tack application as and kept working until acceptance of project. specified below will be required.

AT TMf ENO OF EACH DAYS GRADING OPERA GRADING OPERATIONS, +++,tpttttttgl~,~~ EXISTING LEGEND ~ IPORARY EARTH BERMS Jvy
CONTRACTOR TO INSTALL TEMPORARY EARTH _ ~ , ALONG THE TOP OF D1£ FILL SLOPf AND D/F SLOPE AND DIRECT YARD/GRATE INLET ~ ~
x IOCk 3266 ~ 'o„ 0 RUN-OFF DOWN SLOPOES TO TEMPORARY 1? TEMPORARY 12" SLOPE SLAB TOP BASIN ® ; q ~
To ~ ~ ' o ~ DRAINS SLOPE TOP OF EMBANKMENT TD OF \ ~ INV`~370 TOWAR05 EARTH BERM AND SLOPE DRAINS ANKMENT TD GRAIN DRAINAGE FLOW ~ : Lk w SLOPE DRAINS STORM SEVER ^ Q ~ W
6~ ~ 0 ~ Now ar Formerly '--840--~ AN R MANHOLE ' U ~ $ , SEWE Os 'A y ~ ~ fit„
o CLA,£S B R/P RAP CLEAN OUT ®co 00 0 ~ w
\ \ 68 LF 15 RCP 102B T \ ~ ourzE PROrECnaw SANITARY SEWER ~ ~ ~ ~•i~ d ' 1 C~' FIRE HYDRANT ~ '~i
\ \ ~ ~ LA=8 \ \ ~ o - lem \ ~nston Sa ~ ti , . ~ g5 << ~RE~K tt++ WATER VALVE ~ RNE `reenrtrtt++
\ C?t of ?Pa~ ~ W~1o \ ~ y \ \ ExcECS/a~ \ ~ ~ \ x peed Book 1724, Poge 3736 6 OEPIH WATER METER ~f SITE
\ \ \ --~T7rvc \ \ a ~ \ \ T x Block 3266 _...-TES w ~ v WA1ER LINE -w-w-w- C/GHT POCE ~ U
a ~ ~ \ \ \ cowsTRUCnorv ~ .o ~ \ 0 4 \ a~ UTILITY POLE ~o.~ 40 421
\ ENTRANCE ~ o \ \ \ ~ . L M TS O TEMP, ROL)K / PE STAL ~ DE ~ TRANSFORMER ~ •
\ coNSrRUCDON DAM ~ \ \ CHECK \ o AERIAL UTILITY LINE - au - au
\ r ~ ~ \ ~ \ \ ~ BOLLARD 0
\ ~ ~ o FIAC POLE -Q MAIL BOX o
\ ~ \ i \ ~ \ ~ \ \ ~ s \ \ HANDICAP ~ ~
o / \ \ ~ \ _X _x _X _ VICINITY MAP FENCE
\ \ \ \ \ ~ ~ E AM TRAFFIC S/GN -a- N. T,S. N SPEED BUMP
\ / ~ \ \ \ \ ~ ~ f. ~ CONC. S/W ~ ~
\ ~ ~ \ \ \ ~ / \ ~ \ \ \ o ASPHALTS/W ` +
\ ~ \ ~ 0 \ \ ~ \ ~ \ \ \ \ , ~ SHRUBBERY v \ LANDSCAPED AREA
~ \ ~ \ ~ ~ ~ ~ Wp00S LINE r~rwwvv~
\ \ \ \ \ \ ~ ~ ~ \ TREE (AS NOTED) LL
N ~MArnNG S ~ r
\ \ ~
\ ~ o. 1 ~ ~ \ ~ \ 1 \ ~ - - ~ ~T~ 1) BRADY SURVEYING COMPANY, P,A., LOCATED ALL SURFACE UTtIlTIE5 (VERTICAL TO agra hIC Survey
6 \ ~ EARTH ~ 8 6 ~ \ o s~ 6ERM \ \ \ o A P 0 1 ANO HORlZONTAC) WHICH HERE ACCESSIBLE TO A SURVEY CREW UNDERGROUND
~ 1?" OPE ~ \ \ \ UAL!)IES NOf DISCERNIBLE BY SURFACE APPURTANCES SHOW1d PER INFORMATION ` ~ ~
\ \ ~ ORA/N ~ ~ \ ~ TEMP, SE711~M NT\ OBTA/NE0 FROM PUBL/CSR/VALE RECOR05, UTILITY ENTITIES ()R OTHERS AND SHOULD BE CONSIDERED APPROXIMATE ONLY, SOME UNDERGy70UND U1IUT/ES
\uArnNG \ MAY NOT BE SHOWN. BRADY SURV£NNC COMPANY, P.A., DOTS NOT GUARANTEE v
~ \ ~ MP, ,~L r ~ 24 c x I? W ~ \ _ - ~ ~ 1HAT ALl UDL/T!£S ARE SHOWN ON TN/S MAP, NOR DO WE G+JARANIEE THAT r ~ ~ ~
\ FENCE '11HR T yh' Sp ORA/NA A 0.?1 AC ALL UNDERGROUND UIILIT/ES ARE SHOWN ACCURATELY, r. N
d~ \ / ~ SED/M NT S GE RE REp 378 \ a`'\ E 4' o ~ CU R-RAP- PR 43? CF ?FIELD SURVEY WAS COMPLETED 8Y $-23-02 THIS DRAWING SHOWS TOPOGRAPHIC ~ I Op11~ ~IOOM
,r ~ ss-~-R! ~uENT STdP 0 0 / IN .816.0 iL~CDON SURFA~AREA /RED 1 ~ CONO/1TONS OF THE SITE AT THE LIME OF THE SURVEY, ~ 1
~ \ 148 LF 0 RCP ~ SURFACE A A PRO 188 ~ ~y IRIS /S NOT A BOUNDARY SURVEY. C'~ S t OI"S I C d
o2zR ~ DIEPIH 27" c- \ ~ 4 THIS PROPERTY /S SUBJECT TO ANY EASEMENTS; ACREEMEN>r; oR R/CNTS-OF WAY Winston & Meddle Fork TownshlpS ~ ~
`Q / MENT \ ~1 / ~ OF RECORD PR/0R TO THE OATf OF THl5 MAP WHICH WERE N01' APPARENT Fors th County, North Carolina
< ~ P. E TH , ?6Lx/JWx3b AT THE T/ME OF MY INSPECTION AND MIGHT OTHERWISE BE DISCLOSED BY AN y ATTORNEY'S TITLf OPINION WHICH AS OF DATE SHOWN HEREON .HAS NOT BEEN All USt 28, 2002
qF ~ D~ R GHT = 4, o o ~ ~ SUPPLIED TO BRADY SURVEYING COMPANY, P,A, G
P ~ 1Z" SL E A/N GE AR£A Q?8 AC ~ 'P~ ~ D AI 5 NO GEODE)IC MONUMENTAIION FOUND W11H/N 2000:
~ ECK DA N SlnGPAGE REQUI 504 CF 9c o~ G ~8 ~ / 0 S£ STOY~ACE PRO D 528 CF VFR1Tf,Al DATUM .SCA/FD FROM FOR.SYTH COUNTY AERIAC TOPO MAP, ~ ~
~ ~ ~ ' ~ A AREA REQ(1 ?15 SF °J ° ~ ~ ~ APR ED ,338 SF GRAPHIC SCALE ~ ~ RF CE ARE Oylb > ~ ~r 6 AIL DISTANCES SHOWN ARE MEASURED HORIZONTAL GROUND DISTANCES UNLESS
. A ~ ~ IMITS OF 40 20 0 40 80 w C ~ RUC IN 80 ~ SPEC/F/CAL1 Y NOTED OTHERINSE
c / CON ~ 0 o ~ 2 Q X SI ~ ~ 7)ALL AER/AL UTILITIES TO MOBILE CLASSROOMS ARE NOT SHOWN,
~ E o / ~ ~ 1 - 40 FEET s~ ~ r ~ M rnNG o
r e\ ~ Q oa o 5 / / Q a ~ P o / / t~ Q o / / / Q OW ~
/ ~ SEQUENCE OF CONSTRUCTION ~r~ucrioN ,
rY ~ ~ ~ ' ~ a I ' 26 FUTURE PAVEMENT BY OTHERS $ O P.At l mp4~~~
r;~ f. 08TAIN GRADING PERMIT, SHOULDER SHOULDER (j -B $ 2990 Bethesda Place, Suite 6 1 d Z
2, CLEAR ENOUGH OF SITE l0 INSTALL TEMPORARY ERO CONTROL DEVICES TEMPORARY EROSION Wfnston-Salem, North Garoltna 27103 M H
J CLEAR ~ GRUBB REMAINING PORDON OF THE SITE. 1 4 PER Fl f/4 PER N (338) 780 2 18 OF THE SITE „ / Fr J Fr
4. PROOF ROLI ALL AREAS TO RECEIVE FILL. FILL. 1 ~ ~ J''T
5. INSTALL ROCK CM£CK DAM /N CHANNEL. 6. INSTALL 60" RCP STORM DRAIN EL. 3 ,p
7. COMPLETE GRADING. Ep 1 R ~
PVI STA = 12+50.94 8. SEED ALL D15TURBED AREAS a TYPICAL FILL SECT/oN 5 p P ~,P
PVI ELEV = 840.1 9. AFTER VECETA DON /S ESTABLISHED, REMOVE TEMovE ~ .1 ~ ~ P NTS 5 ~
A. D. = 9, 83 TEMPORARY SEDIMENT DEVICES P1 ~
K = ~5.2s PVI srA = n+o~,zo 150.00' VC
Pvl ELEV = 858.2 870 830 $3C2
870
= 10, 3
0
. ~ a ~
0
vi
m _ ~
r~ 0
860
1 1 " ^
+ 00 a
_ ~ ao
IS N~ AD ~ , 0 0
W . _ _ _ _ I _ ~ ~ \ x - a
!
AD / 0 0
~ ~ / x A ~ ~
~ ~ ~ ~
~ z x O
~ 1 ~ o x
850 O
_ - ~ U ~ ~
_ - 1 / x~ W ~
- - ~ U o
_ ~ z ~ ~
~ ti ~ - ~ U1 v
- I ` ~ ~ z
A E-+ Q ~
E W G~, x
N ~ ~ \xA O z
i ~ a U1 F
wx o ao
g ~ N 40 ~ ~ ~c
a ~ N ' \ G~ a ~
~ ~ ` a 5
4 E•~I 'z U
a5 - ~ ~ ~~nn Q V~
a
~ I
0 Wz
n
u~
n % ~
s
i
rn ~ 8 0 81
30 11+00 12+00 13+00 14+00
f0+00
w
i IERr 1"=4'
w HOW 1"6-40'
a z 10
z OF-
a