NCC240842_Site Plan or Location Map_20240325

CONTRACTOR TO INSTALL ROOF DRAINS ?
AROUND BUILDING AND EXTEND TO OUTLET CONSTRUCTION SEQUENCE In ID In ID IS
AT2%MINIMUM.COORDINATE
DOWNSPOUT LOCATIONS WITH ARCHITECT. O I I T THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT EROSION IS MINIMIZED AND THAT
RISER WITH MANHOLE COMPLIANCE WITH ALL APPLICABLE FEDERAL,STATE,AND LOCAL LAWS,REGULATIONS,
TOP=949.64' I AND ORDINANCES IS MAINTAINED THROUGHOUT EXECUTION OF THIS PROJECT. 12
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I INV.OUT(SE)=944.72' I I rL, 09 (D
SITE I //13I 1. OBTAIN A LAND DISTURBING PERMIT SCHEDULE A PRE-CONSTRUCTION MEETING. O IN W
III I ASPHALT I /U pQ I Wo° 3 CATCH 2. INSTALL GRAVEL CONSTRUCTION PAD,TEMPORARY DIVERSIONS,SILT FENCE, W Z O O
WI1 ' Q BASIN SEDIMENT TRAPS OR OTHER MEASURES AS SHOWN ON THE APPROVED PLAN.CLEAR - W 1 O ti
EAST MAPLE ST III I I Ism W•J //� I� ONLY AS NECESSARY TO INSTALL THESE DEVICES.SEED TEMPORARY DIVERSIONS, (1) j Z Z •- a
WEST MAPLE ST I - y1ti ��/ IK'o (=j W BERMS AND BASINS IMMEDIATELY AFTER CONSTRUCTION.SEE DETAIL ON SEEDING Z Z O IY y U
III L`'l DUMPSTER I g SCHEDULE.CONTRACTOR SHALL BEGIN WITH SEDIMENT FENCING AND ALL OTHER O Y U
W y h -94 III -) ENCLOSURE ?9• °I p,/ 2 I O > SEDIMENT CONTAINMENT DEVICES FOLLOWED BY ALL DIVERSION AND BY-PASS 0 O O = W
i ti m KW _9 $��_ \ BRICK WALL 1 RCp ASPHALT) ol�,l `'O u t2 DITCHES/BERMS. j Ll O
h ¢ 3 I \ ()[LIGHT SIGry p > W W y LL
d h = = EIP 46\ 11 / 50� I 3. BEGIN CLEARING/GRUBBING ANDGENERALEXCAVATIONONSITE.ITISTHE O
3 O _ 9 I 9 O ROLE /I' "BOJSIGf4 " W J K
K O 2 T II \ Ip I© M O O RESPONSIBILITY OF THE CONTRACTOR TO PHASE/STAGE EROSION CONTROL TO ALLOW Cr Z L�
N 2 h I\ \ \\\\ \95 EQGE OF PAVEMENT pIpLBANOUT/ I 1 j W = O FOR CONSTRUCTION CONTRACTOR SHALL INSPECT AND REPAIR ALL EROSION DEVICES O LY
W II �1 0 -950- .A 1-
I �945 0 4'DIA. \\ r-- 949 _------- 949 CURB GUTTER(typ.4^ - >'O I / II I m = AT LEAST ONCEAWEEK AND AFTER EVERY RAINFALL GRADING ACTIVITY SHALL BE
---- 950- tYI4 I/ I I O PROHIBITED IN THE AREAS OF THE SEDIMENT CONTROL DEVICES/SEDIMENT TRAPS UNTIL
9 \ SIGN p THE AREAS UPSTREAM OF THESE DEVICES HAVE BEEN STABILIZED AND APPROVED. M L'1 o v
•MkL 1\ 4$ 948- CASH-- 7
RIM=39 0\-�\ - ___ _____ ____ - _ \ \ 949----------BASIN R. 1 I "HIGHN#4Y421 JCT.
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Ca -•9.1] -847 \ \-_948_-_ --�R�. I I z 4. BEGIN INSTALLING UPSTREAM STORM DRAINAGE SYSTEM.INSTALL APPROVED 2 2 2. I-
•I 3939.`� NG)] `846-- -- _946-- - \\_--- ----- - Lu Q r�9q$\ I•
INLET PROTECTION.TERMINATE STORM DRAINAGE SYSTEM AT TEMPORARY SEDIMENT \ �j
/ ! CF4EX�sTL"'I -gas- -947----- -- I 0
_ _y4m_ - �•y6pp5 L710E(t 945- --9q6---__ -/� I TRAP DEVICES UNTIL SUCH DEVICES HAVE BEEN APPROVED FOR REMOVAL.ADDITIONAL o 0 0 0
(' ' "'-L�•• :i _ - -- / �9g7,1 I MEASURES MAY BE REQUIRED BY THE INSPECTOR DUE TO THE ROUTING OF THE STORM
2" .. -944 \ DRAINAGE SYSTEM AND ACTUAL FIELD CONDITIONS.SEDIMENT BASINS SHALL BE
PINCHES` -944J I I .. -- -945� __ --9g6'1-T\ n.. II MONU NT
VICINITY MAP PIPE I p 0 1 __ _ I FUNCTIONAL THROUGHOUT GRADING AND EXCAVATING. N ,O q Z
27 LF 18" ---943---'- __ -943--_-
NTS \J HOPE 0� / \ -- -_ \ Ijm IP$ I * 5. STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISH GRADE WITH VEGETATION,
/ O•E -- }-- ems_ ,L PAVING,DITCH LININGS,ETC.SEED AND MULCH DENUDED AREAS WITHIN FIFTEEN(15)
4'DIA \ DAYS OF COMPLETION OF ANY PHASE OF CONSTRUCTION.THE CONTRACTOR SHALL
DMH-© // ♦ \ \ O I ¢ POLE ENSURE THAT THE EROSION CONTROL DEVICES REMAIN UNDISTURBED DURING
RIM=943.0' I
♦ _ �_ • -� -_-._� <I m I / I J CONSTRUCTION OF THE BUILDING PADS AND ASSOCIATED PARKING/DRIVEAREAS
P�
MAINTENANCE NOTES: INV.=93 I , I 1 ADJACENT TO THESE DEVICES UNTIL THE CONTRIBUTING UPSTREAM AREAS HAVE BEEN
y a 83 I • " t 9 STABILIZED AND APPROVED
IN GENERAL,ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED AND MAINTAINED DAILY AND AFTER / Jt �'• -.�
EACH RAINFALL GREATER THANBS INCHES ANY SEDIMENT THAT HAS BEEN TRANSPORTED BEYOND THE PROJECT •lOMITS SHALL SE DLMOVVO.THE FOLLOWLNG ITEMS wat aE CHECKED IN Paftncutaft / / / ttl _..: "939:-'-' `•I 9 - I I- \\ 6. WHEN SITE IS APPROVED,EDOUT TEMPORARY DIVERSIONS,SILT FENCINQ•
•
•
•
/ - _ - -�i1 SEDIMENT BASINS,ETC.,AND SEED OUT OR PAVE ANY RESULTING BARE AREAS. n
CONSTRUCTION ENTRANC ••E • / \ o\ \ ��• 4____,
\ CONNECT UPSTREAM STORM DRAINAGE. Z O
INSPECT CONSTRUCTION ROADS AND PARKING AREAS PERIODICALLY FOR CONDITION OF SURFACE TOPDRESS WITH // / , f'F: gb0� /// /g,B-- � \�9,]B\ \ ( Q {{�,SMH \ IQ'
Z
NEW GRAVEL RBONOASNEEDED CHECK ROAD DITCHES AND OTHER SEEDED AREAS FOR EROSION AND SEDIMENTATION I �' �/ �- \\ \ \ ..\ \'- - /.\ • III I Iy�U RIM=946.]6' \ / IV U
AFTER RUNOFFPRODUCING RAINS MAINTAIN ALL VEGETATION IN A HEALTHY.VIGOROUS CONDITION SEDIMENT / / -\ 4/n \ •� (HAZARDOUS TO V a'In
PRODUCING AREAS SHOULD RETREATED IMMEDIATELY / ,N 9AB /g'3 /// Fy.37-_'f •�.'� \\ N. jQ1' I\ OBTAIN INVERT) \ GRADING/EROSION CONTROL NOTES U p- P.o
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FENCE WEEKaNDAFTBR EACHRAINFALL MAKE REPAIRS / / / - \ - \o CB v I
SATE I _
rU I. ALL GRADING,BACKFILLING EXCAVATION ETC...,SHALL BE IN WITH THE
INSPECT � �I
I 9 C�
- \ u I IMMEDIATELY,SHOULD THE FABRIC OFASEOIMENT FENCE COLLAPSE TEAR DECOMPOSE,OR BECOME INEFFECTIVE, / / - - �I ' ' I I I ' U
REPLACE RIMMEDIATELY REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME B'FENCE ON /-'r^../ 9"' / / I' �� \7 \ \ \ r!\� I_ `J TOPE)=939. \ RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL INVESTIGATION REPORTS. LW I.I.I Y
FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE TAKE CARE TO AVOID UNDERMINING THE FENCE PROPERTY(LINE I tt // 8 // \\ / \ \ Ii I I INV IN(E)=939.2d' REFER TO THESE REPORTS FOR ADDITIONAL INFORMATION NOT TRANSFERRED TO .�.. zS
DURING CLEANOUT REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO J'I i93/ $ \ S INV.OUT(SW)=939.24' \ 2 Q N 2
GRADE AND sraearzETIAFTER THE CONTRIBUTING DRAINAGE AREA Has BEEN PROPERLY STABILIZED. / b0 / 9,t6 / �: I \ �;• a(m \ /\ \ I \ THESE PLANS. 555
// / \93B \ \ N 1 ' \ \ •\ 18"RCP \ 2. CONTRACTOR IS TO CONTACT NORTH CAROLINA"ONE CALL"AT 800-6324949 FOR 5 I I I -
INSPECT SEDIMENT FENCE GRAVEL OUTLETS AT LEAST ONCE WEEK AND AFTER EACH RAINFALL.MAKE ANY - /SILT FENCE GRAVEL OUTLET: I ' :'I- (� / 6/ / - \o a ' \ I \ •I II\I \ UNDERGROUND UTILITY LOCATION 48 HOURS PRIOR TO ANY DIGGING. L W co -
REQUIRED REPAIRS IMMEDIATELY REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE II .q. T /___ --- 43 : I lipp� I; / \ I III,111n NVERT TO Q �'
VOLUME FOR THE NEXT RAIN ANY RIP
rcLY�aN0P 1 AFTER DISPLACED
C MUST AB REPLACED
OftIMMEDIATELY wFau EVENTS TO SEE IF / El•� I -� ��\ / \ /y' ,•LLEY(IIRATE \ 3. THE EROSION CONTROL MEASURES ARE TO BE IN PLACE PRIOR TO ANY EARTHWORK. O
I /INLINE DRAIN • - I1III - - \ / •` \
INSPECT RIP RAP STRUCTURES
OUTLET STABILIZATION STRUCTURE , / RIM GAT TO 4- / '
SIGNIF INCH ICANT O ^g' / / i I ``PS 1,11 ;� � t - I
\ 4. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED UNTIL DISTURBED AREAS U
ANY IMMEDIATELY
No OR BELOW THE P-2 (/ ^'- \ �$ I ARE STABILIZED.
IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE STONES HAVE BEEN DISLODGED. 240 LF 18" I f. / / /9A6 l '77f111 \ /y • I lI I m
RCP @ 5.0% it
/ N \ 55,5' 0 5 ALL EROSION CONTROL FACILITIES SHALL BE INSPECTED AND REPAIRED ATAMINIMUM
BLOCK AND GRAVEL INLET PROTECTION / •' / / -•'N"-" / �I / �9 A\ CB-0 111 \ �/,I OF WEEKLY BASIS AND AFTER EVERY RAIN EVENT �INSTALL SILT FENCEGRAVEL OUTLETS ATALL LOW POINTS IN FENCE INSPECTTHE BARRIER OF AFTERSEE FORINAND / vlrh I / / �35SD / RIM=935.19 !//�MAKE REPAIRS AS NEEDED.REMOVE SEDIMENT AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR - IA / 9 / \ I
esEQUENrftAINs WHEN UHE coNrftleunNC OftawacEaftEa Has BEEN aDEQuaretvsraearzeo ftEMovEau 5'X5' I -�-� I _ _,,••°•' I INV.=930.1 IAI \ ,�� 6. ALL PAVED AREAS SHALL BE KEPT CLEAR OF EARTH MATERIALS AND DEBRIS.THE SITE• I ;/4MAMMALS AND ANY OR DISPOSE OF IT PROPERLY BRING THE DISTURBED \ A SHALL BE MAINTAINED SO AS TO MINIMIZE SEDIMENT-LADEN RUNOFF TO ANY STORMpEA TO PROPER GRADETTHEN SMOOTH AND COMPACT ITEAPPROPRIATELY STABIILIZEALL BARE AREAS AROUND THE CB-Qf' III I'(♦-L-RD/-� . ------_ \ __ `P III •/� \ \ A� DRAINAGE SYSTEM. aCINERT INV=928.8' III A: 0 9 0
R1 / ') I P III \ l+ / 7MI 7. CONTRACTOR SHALL LOCATE AND VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO 0=
SEDIMENT TRAP �( - 115 LF 4�" MN, ` `] BEGINNING CONSTRUCTION. O
INSPECT TEMPORARY SEDIMENT TRAPS AT LEAST WEEKLY AND AFTER RAINFALL EVENTS ES INCHESOR MORE PO J v 'i/ / / /[p : 933 CMP@0�50% \ al \C=/yp \ / _; toil O
REMOVE SEDIMENT AND RESTORE THE TRAP TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED L 40 LF 48° I1 IA / ---/ \ may,/� \ I 8. PURSUANT TO G.S.THAN THE(2),THE ANGLE FOR GRADED SLOPES AND FILLS SHALL i Z
THE DESIGNATED OISPoa I � AI / / I III 4//. \ \ - ' INVOUT-939.00' BE NO GREATER THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER
AREA,AND REPLACE THE PART of THE cRTO ONE-HALF THE DESIGN DEPTH OF THE avet FACING THAT SEDIMENTP,PLACE THE IMPaweD BY SEDIMENT.IN CMP @ 0.50% / \ I. I+ 1 OR OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES IN ANY EVENT, w_
CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING.PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY CALC. /,:I : -- / \ \ III 10/0\ I. TILITY SLOPES LEFT EXPOSED WILL,WITHIN 14 CALENDAR DAYS OF COMPLETION OF ANY (j 0
TO ENSURE IT IS A MINIMUM OF 1.5 FEET BELOW THE LOW POINT OF THE EMBANKMENT.IMMEDIATELY FILL ANY POINT /I '� / =�L__ I®® i 1, \ \ \ .� ' 11 •I •OLE PHASE OF GRADING,BE PLANTED OR OTHERWISE PROVIDED WITH TEMPoRARYOR SETTLEMENT OF THE EMBANKMENTTO SLIGHTLY ABOVE DESIGN GRADE ANYRIPRAP DISPLACED FROM THE SPILLWAY / / 3/ / N �„„ ---- III I / / � I 12'(L)X 8'(W)RIP RAP 'CO C
MUST TTLEMENT OF TD IMMEDIATELY. ® ,, T - - YYY / pTp PERMANENT GROUND COVER,DEVICES,OR STRUCTURES SUFFICIENT TO RESTRAIN
5'X 5' III °¢ / / :: \ \1�I k / TTT ti/SSACALCR EROSION.PURSUANT TO G.S.113A-57(3),PROVISIONS FOR PERMANENT GROUND
DIVERSION DITCHES: CB-© / I y I / / / -_-- I 2 ----__,�ROWjy) / I I POINT COVER SUFFICIENT TO RESTRAIN EROSION MUST BE ACCOMPLISHED FOR ALL
'I y
1.
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL.IMMEDIATELY REMOVE T/C=937.0' A �IIA f / - i2',2 / AS 1 a DISTURBED AREAS WITHIN 15 WORKING DAYS FOLLOWING COMPLETION OF
SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE.CAREFULLY CHECK OUTLETS AND MAKE INV.=929.65' / I / 6 / dry' I I , 1' ;V y :2 j (E CONSTRUCTION OR DEVELOPMENT.
TIMELY REPAIRS AS NEEDED.WHEN THE AREA PROTECTED IS PERMANENTLY STABILIZED,REMOVE THE RIDGE IN -'I N•' / 9 � A't _ . J I b', 7, `� .-
AND THE CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE IT. / `Ir, ILA I- 9`+J' / STARBLICK$ v� / I 2'QU U I I 9. ALL CUT AND FILL SLOPES AND CHANNEL SIDESLOPES WHICH ARE NOT TO BE PAVED,
IA SHALL BE SEEDED UNTIL A GOOD STAND OF GRASS/S OBTAINED IN ACCORDANCE WITH:
SKIMMER BASIN: P-Q _/ 1 gg� FFE 93Z.75___ r /9 / III + I �.�' / I I \ .0 A.f0S LBS PER 1,000 FOR
SQUARE FOOT GROUND LIMESTONE OR EQUIVALENT.NO SOIL
INSPECT SKIMMER BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT(ONE-HALF INCH OR GREATER) 70 LF 48" /I. IN J' / -------�-__--_/ IAI ,I• • \ •_I I TEST REQUIRED FOR INITIAL ESTABLISHMENT.
RAINFALL EVENT AND REPAIR IMMEDIATELY.REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL CMP @ 0.50%_/ / / / - <'z _
j / _ •j I B.20 LBS OF/TO BE FERTILIZER OR EQUIVALENT PER 1,000 SQUARE FOOT. j
DIMENSIONS ONE
E SO NT THAT THE SEDIMENT
TUND ONE-HALF UNDERNEATH
IT HEIGHT EXCAVATED.EXCAVATF THE FIRST BAFFLE.E
PULL THE ILA,. O
/ - / (III / C.VARIETIES TO BE SEEDED:
SKIMMER TOONESIDESO THAT THE SEDIMENTUNDERNTHE SKIMMER OR
EXCAVATED EXCAVATE THE - / I.,�I O
SEDIMENT FROM THE ENTIRE BASIN,NOT JUST AROUND THE SKIMMER OR THE FIRST CELL MAKE SURE Ila / ^\ ® / / / F �/ \\ \ 1.SPRING SEEDING-MARCH(-APRIL 30;SPRING OATS 2.5 LBS PER 1,000 SQUARE
VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES NOT HOLD DOWN TOO SKIMMER. - EI 9AA / / / I,IV• \ Ig FOOT. l]
11 / / \ A' / III / I \ I� I \ a ,I, O 2.SUMMER SEEDING-MAY i-AUGUST i;WEEPING LOVE GRASS AT 2 OZ.PER Q
CP
REPAIR THE BAFFLES IF THEY ARE DAMAGED.RE-ANCHOR THE BAFFLES IF WATER IS FLOWING UNDERNEATH -� \ ILA I .. 1 m \ot}`I¢ _ SQUARE FOOT MIXED WITH I BUSHEL OF SAWDUST FOR UNIFORM SEEDING. ON..
ND THEM.
•
IOFAROU TFIE SKIMMER IS CLOGGED WITH TRASH AND THEREISWATO IN THE BASIN USUALLY JERKING ON THE �' III -: 1 \ I / m 3 `>- 2 3 ASPHALT MULCH6GALLONS PER I,000 SQUARE FOOT ALL SEEDING WILL BE ,I
\ a® / (III a I °i I�11� N MULCHED W N
ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN AND DISLODGE THE DEBRIS AND RESTORE FLOW IF THIS 1, /,� mmt I I ,l - _\ \ Q 10.SEE LANDSCAPE PLAN FOR PERMANENT SEEDING. 0 Z Z
tifri
DOES NOT WORK,PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVE DEBRIS ALSO CHECK
\I I / -/- -
THEORIFICEINSIDETHESKIMMERTOSEEIFITISCLOGGED,IF SO REMOVE THE DEBRIS. II, i : �\ I �, 0b I,II / �- I Ia U 11.ALL FINISHED DSURFATIV SHOULD SLOPEAOAY FROM BUILDING,TOWARDS I- a z
IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED,THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION 5'X5' II • Id I 'I =_ ) • 7E / --� I � O r=fit DRAINAGE OUTLETS FOR POSITIVE DRAINAGE AND TO AVOID STANDING WATER. w = =
CLEARED WITH A PLUMBER'S SNAKE OR BY FLUSHING WITH WATER.BE SURE AND REPLACE THE ORIFICE CB-© I , II, j p-Q/ PRI '7107.'
741r ) \ I I II�I �1� J c UBEFORE REPOSITIONING THE SKIMMER. T/C=936.80' • ` 120 LF48" J, I ( 1 Q33 LL U C ct--
INV=929.3• p1i ;�\ - I CMP@150; 1 AI Ic, , I I I W=3 TEMPORARY SEEDING IN NORTH CAROLINA 2 u) -4SCHECKPANS THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE UIRED REPAIRSWITH FABRIC THATERO . ,•F / I 4i0 \ o V 0 0 /Y r`0
SPANS THE FULL WIDTH OF THE SPILLWAY CHECK THE EMBANKMENT.SPILLWAYS.AND OUTLET FOR EROSION �J _ /
r I Y�gr�®® __ _ _ ; ,�.�Qp,o� I I I �1 ¢ SEEDING MIXTURE W W N 0
DAMAGE,AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT MAKE ALL NECESSARY REPAIRS II I W.■ , yid: ,_ -- -_ - II OIIIj��O j (,)P�
IMMEDIATELY REMOVE ALL TRASH AND OTHER DEBRIS FROM THE SKIMMER AND POOL AREAS. • II T J�(, _� !1 WQe SPECIES RATE(IWacrel
FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN SOME SPECIAL PRECAUTIONS SHOULD BE \ •'II �' • I .• ��0 I `OI I(�y U'3~ RYE(GRAIN) 120 0
TAKEN IN THE WINTER TO PREVENT THE SKIMMER FROM PLUGGING WITH ICE LONG SHED I 'H III'.
�/4/b'•b 5'x5' yII �lZl�= LATE WINTERS ANNUAL LESPEDEZA(KOBE _
5. /C2 CB® i� O IN PIEDMONT AND COSTAL PLAIN,
� id
b8 O I ., `.I I•t y EARLY SPRING KOREAN IN MOUNTAINS 50
11 • C /Q RIM 93.r. Q. xy 1'1
- J / sue/ . /A,
INV-g29." j i� `" QLLIJ /,JA4-L935.50 I /(/ '1, UrUTILITY _. _ INV=928.90'\ i A , / -- • 5F`� LLI 161,rl MILLET 40 `�,POLE ��� - - -+--- I\CWOMIT ANNUAL LESPEDEZA WHEN DURATION OF QRY COVER IN THE PIEDMONT AND
( II75'D 48" ;., 5L®F 6" ,4 93� \ \i -, ¢ SUMMER MOUNTAINS,ASMALLS EMMED SUNDAGRASSQ{. H•PE@0.50� HOPE@ I -937 / \ CO K Cl..
CONCRETE WASHOUT • 0.50% • P-®48. I /A \ \ I I j RYE(GRAIN) 120 ?
(SEE DETAIL SHEET , - P.` 5RL®" 27.DROP L,,( \ I 3 FALL IS NOT TO EXTEND BEYOND JUNE W
I • 65 F 18" . HOPE @ 0.5t �' KiK /' (r
•Ee [e-mail]'. .16, I .j• STORM FILTER `2 \ I I ~ W I MAY BE SUBSTITUTED AT RATE OF 50 LB/ACRE. Q
PHASING BASED ON PRE-CONSTRUCTION _, _ SEE DETAIL SHEET I SEEDING DATES:
\I 1■W -••;` I _ INV.IN=928.6' / II 1
4'DIA •,1 �►� - __ _ INV.OUT=926.1' \ I 1 (/� MOUNTAINS-ABOVE 2500R:FEB.15-MAY 15 I� V
OF NCDOT PROJECT U-5809 DMH-3Q 1Ifp I ��` - - - /�Y __-_ LATE WINTER& BELOW 2500 ft;FEB.1-MAY 1 = J
RIM=3931.5' 1�I , S!0 •u- - u-4� j___- ' I-\\- --a EARLY SPRING )I PIEDMONT-JAN.I-MAY 1 O
INV.=926.25� '"�..m11� • . _ - -y� i I \ ( COASTAL PLAIN-DEC.(-APR.15 L�
/ / • 1��G 7g,. .711001111,511:__ // J• -_ I \ II MOUNTAINS-MAY IS-AUG.15 f�
5'x5'DI(NEED TO FIELD VERI ■ _ / r
18"HOPE INV.IN(I40 t 928.00�' (��,` Iy `� b w 7 ti■�• �,' 'h \ \ I ISUMMER ( PIEDMONT-MAY 1-AUG.15 Qzz
1 �_ _ ` COASTALPLAIN-APR.IS-AUG.15L18"HOPE INV.IN(N)3 928.7,5 \\ _��; l \ 112"CMP/NVIN(NE)3926.tM •I 1�� TROL STRUCTUR= e \ W0
0
18"RCPINV.OUT(S)3925.75 \• ® HEET) - FALL OASTALPLANANDPIEDMONT-AUG.I5-DEC.30/ \ \\ I\I fCOUNTAINS-AUG.IS-DEC.150J SEMENT / - �� sF s��t>s� I \ °
TEMPORARY CONSTRUCTION E?._ •-�/ • �� - _- " - "03$\ \ I UTILITY SOIL AMENDMENTS O Z O
f -, p g i364 PG 414 D.O.T.PROJEC7 U-5809 \•F POLE FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LBS/ACRE GROUND
iiie
¢ _ / Z 2 i-� T �Tr_•a,'I\ N /VOTE, \ \ I \ FIRE HYDRANT TOM AGRICULTURAL LIMESTONE AND 750 LBS/ACRE 10.10.10 FERTILIZER Q (n
_-/�IP` I� �Ii1�,1 \ II TOP FLANGE BOLT
�' CONTRACTOR WILL VERIFY RIM AND I S -� MULCH Q
NEW RIGHT OF WAY ~�-T-- 1111 r • r 928N ,�OSF�n �03 SIGN II, ELEV.=941.64' >• 0GRADING/EROSION CONTROL LEGEND / \ _- Sibtt■tlw) `•.3 INVERT PRIOR TO ANY CONSTRUCTION 4 \"MAPLESTREET' NAD_83(2011 APPLY 4,000 LBS ACRE STRAW ANCHOR STRAW BY TACKING WITH ASPHALT,
TA / •• � ��I'Y_ �` -•`2 1 ASI AND NOTIFY ENGINEER IMMEDIATELY OF \N, N \ 1 ) `, NETTING OR A MULCH ANCHORING TOOL.A DISK WITH BLADES SET NEARLY
�i I -e o• . r 1 }� M STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. W/ _Ii ` -I,-
� �•� -_ 2,, ANY DISCREPANCIES \933'` \ I OCATCH'I Ys ml 5 �[ \N . DROP INLET -1III111- SILT FENCE OUTLET OLDRIGHTOFWTY 7-1 - -• a A•�•1 _ \ \ BASIN I q MAINTENANCE �'J tx (�
_ _ SFCO �•�e�r�f��,. fe, -- L--'•___-Z==I4'930, i 93 ,So /
v CURB INLET INLET PROTECTION E 4•�=ti �.�1 v� 7 / / \\ \ I REFERTILIZE IF GROWM IS NOT FULLY ADEQUATE.RESEED,REFERTILIZE AND MULCH I\/ U. z
O N/ FOUND FOR REFERENCE / OLD�EGHT OF WAY -I s� __ • _1 IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. % 4
STORM PIPE • BUILDING DOWNSPOUT 12 09'16"W 0.35'FROM CORNER 1 I
XXXXX TOP OF CURB ss ss-ss8 PVCss- -ss ass s 8"PVC
s s 9"PVC ss-ss-ss-$s-ss ss-�5 A-
ss- s-ss-�s-ss-�s-ss 8"PVC Cr* A `O
XXXXX BOTTOM OF CURB -SF-SILT FENCE Iss s ss- -sS_ss © \ss�-ss-ss 5 ss 1 SMH ss ss ss ss- 4S i(
ss Ctr^
o HANDICAPAREA(2%MAX SLOPE) TREE FENCE WATER mss I \ I = (RIMHAZAR8.52' V
Y,,,,,,,I TP VALVE ° 1 a• p PERMANENT DRAINAGES WEST MAPLE STREET \ I" (HAZARDOUS TO \.!
•DIVERSION DITCH (30'EX/STING PUBLIC RM�ASPHALT ROAD \ OBTAIN INVERT) PROJECYND. TRC-2107
p SPILL CURB p&--W ly�}IK, \ UTILITY EASEMENT
Lg Lo LIMITS OFDISTURBANCE -Ou-Ou W_W-w w-W U.B.1404;CEU, /
Z TW=XXXXX TW IS GROUND AT TOP OF WALL -�- u-°u ou W�F� /W� WRQJECT„UW 2�_W / I WATEry WATER FILENAME:
_ _ ' �� TRC2107-GPPH1
ou_ //� W W"�g'AlW_W-��{y VwLV-0� VALVE VALVE J°� DRAWN BY: STH
BW=XXXXX BW IS GROUND AT BOTTOM OF WALL FLARED END SECTION UTILITY
o -oSMH Ou •u-ou ar-� u-ou-°u- ' ou / / I/III/ .
/ -olv�0u_OU OU__OU SCALE: 1 20'
■ INLINE DRAIN RIM=930.6' �'�/ DI ou -Ou (�) GRAPHIC SCALE
PERMANENT UTILITY INV.INO(E)==92 TOP 1929.66' OVERHEAD UTILITIES t
CONSTRUCTION ENTRANCE EASEMENT RO ROOF DRAIN INV OUT(W)=g23.6' INV C(NM=924.16' UTILITY 10 zB aB
r CORRUGATED PLASTIC D.B.1364,PG 414D.O.T. CONVERT TO INV OUT(S)=924.06' W B DATE' 3/15/2023
n vNMI SLOPE AREAS PROJECT U5809 VALLEY GRATE POLE CATCH _ SHEET NQ.
® o LLio LOCATES uBENDSHMI BASIN C 3a
SEDIMENT TRAP
CONCRETE WASHOUT 24"RCP 1 inch= 20 ft.