NCC231889_Site Plan or Location Map_20230620

GRADING/EROSION CONTROL NOTES: VICINITY MAP-not to scale
(5,
1) THE APPROXIMATE TOTAL AREA OF THE LIMITS OF CLEARING,GRADING AND
CONSTRUCTION(LIMITS OF DISTURBANCE)I51.08 ACRES.
2) THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL
UNDERGROUND UTILITIES.THE LOCATION OF ALL EXISTING UTILITIES ARE NOT L,
NECESSARILY.THE CON THE R AND WHERE SHOWN ARE AT
F`* St i m m el
APPROXIMATE.HOECONTRACTORPLSSHALL ON HIS WHEREINITIATIVE HOWNAAND O LNO EXTRA • SOUTH CHURCH
O
COSTS HAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS EX.CB `.' m
NECESSARY.NO CLAIMS FOR DAMAGES OR EXTRA COMPENSATION SHALL TOP=606.00 W i,1. LANDSCAPE ARCHITECTURE
ACCRUE TO THE CONTRACTOR FROM THE PRESENCE OF SUCH PIPE,OTHER INV."IN"-602.39 SITE
as- CIVIL ENGINEERING
OBSTRUCTIONS OR FROM ANY DELAY DUE TO REMOVAL OR REARRANGEMENT F1' INV.OUT=R02.21 /C z '� LAND PLANNING
OF THE SAME.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE d`
TO UNDERGROUND STRUCTURES.THE CONTRACTOR IS RESPONSIBLE FOR ,{" 'P� =O 601 N.TRADE STREET,SUITE 200
CONTACTING ALL NON-SUBSCRIBING UTILITIES.THE CONTRACTORS)SHALLd.//I I • m =1 WINSTON-SALEM,NC 27101
CONTACT NORTH CAROLINA ONE-CALL AT 1-B00-631-4949 FOR ASSISTANCE IN - O.y� P:336.723.1067 F:336.723.1069
LOCATING EXISTING UTILITIES.CALL AT LEAST 3 DAYS PRIOR TO ANY DIGGING. N MIN.18"VERTICAL ON.
SYKES ST
o www.6tilnlnelpa.com
3) SUBJECT PROPERTY IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD - N F}` EX.CB EPARATION BETWEEN EYPP C5•
ZONE AREA AS DEFINED BY THE FEDERAL EMERGENCY MANAGEMENT �/ 19 g. TOP=608.10 � 'ROPOSED SS SERVICE Y• C( SEALS: ,s`rf'f'f
AGENCY COMMUNITY PANEL NUMBER 3710886400K,DATED NOVEMBER 17,2017. 'Epp INV."IN"-g04.19 SUP OHP ',- Elf.-,j 1 `` NSSOCt�,°,,
/ INV.OUT GOS.85 OH- SUP • Q� ti YOR J'�,:
4)ALL GRADING AND BACKFILLING,EXCAVATING,ETC.,SHALL REIN Z P1" `� \ W V n!6, COR AT.6,•F •
ACCORDANCE WITH THE RECOMMENDATIONS SET FORTH IN THE BOX • r / HIV ""•�� ,
r w w W -�� IYI :oi: `'Y
GEOTECHNICAL INVESTIGATION REPORT BY GEO-HYDRO ENGINEERS DATED V \ w w w w W w -
MARCH5,2019.REFER TO REPORT FOR ANY POSSIBLE ADDITIONAL VVV / Mire,- _. W W � '1 - -
w < �y� SEAL
INFORMATION NOT TRANSFERRED TO THESE PLANS. -W / W \ �I--� 1 % "'-614."
CONNECT TO EXISTIN•' EX.MHS ✓ EX.MHS SOD PREPARATION: `
5) THE EROSION CONTROL MEASURES ARE TO REIN PL4CEPRIOR TO ANY /621 CURB INLET XISTI / / I O I �/ TOP=613.48 •P 3�U\ TOP=613.85 • Z
•
EARTHWORK. PROPOSED 15"RCP INV.OUT=605.64 IS INV."IN"-608.71 1.REMOVE UNDESIRABLE GROUND COVERS INCLUDING ANY TEMP.SEEDING.
CONFIRM FEASIBILI� � O (7 W :1')•%.,:C."14..R.,:S..!:"s;
6 ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED UNTIL DISTURBED PRIOR TO CONNECTIO L ' / • / S / \ m INV.OUTSOB.fi3 2.RIP THE AREA TO BE SODDED TOA.ETC.M DEPTH OF4-6".AREAS ARE STABILIZED. - INV .e,..F ■1 SSS SS / P y, 3.REMOVE ALL LOOSE ROCKS,ROOTS,ETC.LEAVING SURFACE•U I SOUTH ONEAL STREET © EX.MHD SMOOTH AND UNIFORM.7) ALL EROSION CONTROL FACILITIES SHALL BE INSPECTED AND REPAIRED ATA / G 1 ftG G G -G GI G G G 50'RIGHT OF WAV sTOP=613.05 4.PREPARE SODBASEPER A.A.N.STANDARDS. �MINIMUM OF WEEKLY BASIS AND AFTER EVERY RAIN EVENT. `, N. !�� HIXE#1 �� G G G G G G - INV.IN'NW'-fi06.92S.APPLY SODBIMMEDIATELYSTAKE/FLAG OFFALL NEW LAWN AREASI1I .
EX.MHS G INV.IN"SW"-608.02 FROM PEDESTRIAN AND VEHICLES FOR THREE(3)WEEKS. 1 �'B) ALL PAVED AREAS SHALL BE KEPT CLEAR OF EARTH MATERIALS AND DEBRIS. TOP=607.93 IuiS EX.CB N CURB INlEF1S IMI OF■ B]vEX.CB3 \ INV.OUT=606.91 6.IRRIGATE SODDED AREAS FOR THE THREE WEEK PERIOD. �4, '-
THESITESHALLBEMAINTAINEDSOASTOMINIMIZESEDIMENT-LADEN RUNOFF INV.IN"NW"-602.12 TOP=607.89 ISI R=: C = pp
INJlk 60617 -1".,e4.N R! NCDOT84002 •P TOP-614.58 O G 7,i g �. ,_
TO ANY STORM DRAINAGE SYSTEM. INV.IN"SE"-602.693 t9 \ INV.+IN.604.63 DETNL,BHT.C4.1 GR4TE:61470 \ CLRBNLEIS INV.OUT=60.76 f
INV.OUT=602.07 ''EX.TRAF IC - INV.OUT=604.62 �, 1 di PERMANENT SOD: 1...,'.�' l
9) ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT THE SITE VIA THE 1 �--------.� ABINET �,. '. NJ.IN:611.G2 15t •`/ 'ry
- - 'NV•UT:611 a ?i C q"�.(9.
CONSTRUCTION ENTRANCES. / � •� Aitn ��• llpitha Y�°f magi P .J ` _AI►/ ALL UNPAVED DISTURBED AREAS(OR LAWN TO BE RE-ESTABLISHED) �' b 1 ,.,
FL:607.61 • �I=/3/4'I PINCHE'r TOP -S �I■- •
'P j ,,,0„)... NI0Ns`
10)STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE I W:60 65 �' •a!�14. •'- -� --615-� .S+ s� ` OUTSIDE PLANTING BED TO BE SODDED W/AN EVEN MIXTURE OF KENTUCYY JE�s
IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE "•7 •,I�=' • I - pI '� = 31,OR APPROVED EQUAL FOR REGION,SO AS TO PRODUCEATHICK FIRM ,,,,,,
- FL:807.80 - ul(I1--TIg,B„RRN(/I7I11INI1RN yT, 1p((LIAT/�7 +■� - .�I( ,.� -))1/) ,,1`g Y ��_ i%a STAND OF GRASS.DO NOT FERTILIZE SODDED AREAS.ALL AREAS TO BE
TEMPORARILY)R PERMANENTLY CEASED,BUT IN NO CASE MORE THAN „i II ���i1 ^` o_1=,s��ma1-+• `vyhrm� .....,fiUl111flANNL)/m'•^ ..:Tiff lltll( OiiSffr•�f (('�RRI(((((((((((((((( (((((((( /A PROJECT:
FOURTEEN 14 DAYS AFTER WORK HAS CEASED EXCEPT S STATED BELOW.' •HP (/ V ���a. °�'� - f (((((((((((((( T I U SODDED TO HAVE APPROPRIATE SOIL PREPERATIONS,SEE
-WHERE STABILIZATION BY THE 14TH DAY IS PRECLUDED BY SNOW COVER OR 00 1 SW 60835�.i.: 8�R�ln'` Ti -� �N t.(OY \ PV:618.34 I� ,:-_-' t� SPECIFICATIONS.SOD SHALL BE OF GOOD D&DELI HEALTHY COLOR WHEN
FROZEN GROUND CONDITIONS STABILIZATION MEASURES MUST BE INITIATED rD BW 80830�� l / r.f _ �_ Mr I•_ I� DELIVERED.SOD SHALL BE HARVESTED 8 DELIVERED WEN A PERIOD OF 36
AS SOON AS PRACTICABLE. EX.O' ■HP I Rom• /// _ 9 i i - \ //// .1�•-•I w HOURS OR PRECAUTIONS MUST BE TAKEN TO PREVENT SOD FROM DRYING
-WHERE CONSTRUCTION ACTIVITY ON A PORTION OF THE SITE IS TEMPORARILY W •/ • '/ �� �- _i `j1 / ' '> �j%rill" EX.CB OUT WHILE/N TRANSIT.1 �-�/ Iiipiii. C:61584 :616: [[ TOP-61502CEASED AND EARTH-DISTURBING ACTIVITIES WILL BERESUMED WITHIN 14 EDAYS TEMPORARY STABILIZATION MEASURES DO NOTHAVETO BEINITIATED / aG .�I / C% '• 4TC:615.20 TC:615.90 1 \� \� ' GI ° INV IN'NE'-g09.423 -
ONTHATPORTIONOFTHESITE. -i� 0, EX. IGN -.Z �V/3:4 ehje11y. 6 TC:616.29 •' -615.07 INVIN"NW"-611.28
• IC:614.13 105 LF 15"RCP 1. \�'y OUT=612.45 INV OUT-608.78 EROSION CONTROL MAINTENANCE PLAN:
ALL CUT AND FILL SLOPES AND CHANNEL SIDESLOPES WHICH ARE NOT TO BE PAVED SHALL / �/ w2 / �I' ' 0% / �
BE SEEDED UNTIL A GOOD STAND OF GRASS IS OBTAINED IN ACCORDANCE WITH: -- EX.CB '613: PV:615.75 fiI / g •0 LF 15"RCP ig 1.0., PV RIO IA PR:61684\
A.100 LBS PER 1,000 SQUAREIALESTABLISHMENT.
SFOOT GROUND LIMESTONE OR EQUIVALENT.NO SOIL TEST / �/ $ILTSECKINIET // �>r` °_+ + e.\ / W I. INSPECT ALL I WEEION8ER LLON CONTROL DEVICES FOR STABILITYfr
TOP=608.80 ] /$ PV 615.75 °T \/
REQUIRED FOR INITIAL ESTABLISHMENT ,,.. .,/
/ FROTEC1gIJ _ I
T T AND FUNCTION EACH WEEK AND FOLLOWING EACH RAINFALL EVENT.
B.20 LBS OF INV.OUTS05.84 'yI Ly
C.VARIETIES 10-10-10
SEEDED FERTILIZER OR EQUIVALENT PEER 1,000 SQUARE FOOT $W:610.38 �I `r1� I�` NL � ^ TC:616.28 TC:618.40 •- 'gL:818.45 BL'616.45� - ' °FL:61600 '• • PH:616.84 ^ O LV).
1. SPRING SEEDING MARCH 1-APRIL 30:SPRING OATS 2.5 LBS PER 1,000 SQUARE FOOT \ V 7 .� 1 I ` ^� f--� ° °�.. f °FL:81595 --^" \ PH:61645'° - _ �3G5 2. REMOVE ALL SILT/SEDIMENT FROM TEMPORARY TRAPS WHEN ACCUMULATED
z.SUMMER SEEDING:MAY AUGUST 1'FESCUE AT OZ.PER SQUARE FOOT MIXED WITH 1 '' I, • •`I I1 _ i• -:.: .° •° TO:1864° °j F-- 2r 3 VOLUME HAS REACHED 50%OF CAPACITY.
BUSHEL OF SAWDUST FOR UNIFORM SEEDING. SW-:16.17A' �- - TC 617.48 �p
3.ASPHALT MULCH B GALLONS PER 1,000 S.F.ALL SEEDING WILL BE MULCHED 6 N SW':,.33 1 $W: •61:.12 w 6/ ° \U, N p 3. REMOVE ACCUMULATED SILT/SEDIMENT FROM BEHIND TEMPORARY
/ w IC:614.61 RL INV.t61 44 :v:1_.:64,1 B. TQ' `•� %I °' SEDIMENT FENCE WHEN DEPTH EXCEEDS APPROXIMATELY 0.5'REPAIR AND
11)ALL ELEVA DONS SHOWN ARE IN REFERENCE TO THE BENCHMARK AND PV'.14.21 ...4;-. .;.
FF:616.50� BL:61650W'rc
O I! I
J REPLACE SILT FENCE AS NECESSARY.
N.
`- P POSED
1 a
MUST BE VERIFIED BYTHEGENERAL CONTRACTORATGROUNDBREAK. CLRBNLET#1 - I�PV:614.23 ` �/° FF r16.50 \ _
615 W'61.48 _ TC. :89 1 �\ Y s ^1
NCDOTB40D21■�n3 �� Lk
- $iSCuitVilfe �}T 4. SEED AND STABILIZE TEMPORARY DIVERSION BERMS IMMEDIATELY AFTER
W
12)PRIOR TO CONSTRUCTION,G.C.TO VERIFY THAT ALL ENCROACHMENT, GRATE61311 a,((( ." - ` I�I�I• ■1E • 1dpS.° W:61: 6 15 -V:616•, P, • l }N BUILDING,GRADING,UTILITY AND EROSION CONTROL PERMITS ARE ON FILE - �LI ,'dam' [ :61: / 1,850 SF+ SW:616.41es^ -'' ''_ U CONSTRUCTION INCLUDING°CLEAN"WATER DIVERSION BERMS.RE-GRADE/
INJ.IN(Sk 606.54 ° `���a �I�lIi11�.�16D �� RL sV.t61 M TC. 82 \ ' �►+s REPAIR BERMS AS REQUIRED.WITH ALL APPROPRIATE AGENCIES AND PERMITS AREAVAILBLE ONSITE Q INV N(SEk6L9.75 RIVE-THE ONLY TC'r 15/ MATCH'-� �`� SW816.05 SW 616.28 i I LLJsINV N(Et610A7 � � FL:61557 -_ea9 FFE:,6.50 f EXISTING 5. CONTRACTOR SHALL APPOINT ANONSITE INSPECTOR AND MAINTAIN •�■ LLJ
13)G.C.TO VERIFY PROPER COVER OVER ALL IXISTING UTILITIES WITH ' IV.OUT::,: PV:614.28 ° � :61: / RECORDS OF INSPECTIONS IN ACCORDANCE WITH THE PROVISIONS OF THE U
)PROPOSED GRADES.PROVIDE SLEEVING FOR ANY UTILITIES IN PAVED AREAS. -''-_ \ i
,• L\ SW:81607 BW 816.05' - IN. 81345 ° PV:61690"3� :.I / RL INV.3613.00 a 1 GENERAL NPDES STORMWATER DISCHARGE PERMIT,IF REQUIRED,FOR(-9- \ SW61612 �' f °/:-L_a b, I / / �� 1 ` 3 r CONSTRUCTION ACTIVITIES I- Z
14 ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH LOCAL JURISDICTION / - ° 'O o C 616.. , �� , ) • Q (/� _
STANDARD SPECIFICATIONS AND STANDARD DETAILS AND NC EROSION AND ' . - ` ° - • ,: - - ° 9 , 6,�1 yV
SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.CONFLICTS BETWEEN 6�` ° \ 9 TC. .O6 f.q TC:617.]9 a`f I \ a 6. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED z• �• • RL INV.L61TC8.5 \ \'THESE PLANS AND STANDARDS NOTED ABOVE WILL BE RESOLVED BY / W. I TC 1591< °«�� ¢ EVERY SEVEN(7)DAYS AND WITHIN 24 HOURS AFTER EACH RAINFALL = 0APPLYING THE MOST STRINGENT REQUIREMENT AS DETERMINED BY THE / N _ '-L INV.t8O.IR \TC:617.60 ,y OCCURRENCE THAT EXCEEDS ONE-HALF/0.5f INCH,IF SITE INSPECTIONS •' ■
�a 661E■tlgQ[•L � • ' :6123° ` �� 4 8 1ENGINEER. • I PV 61455 / _ 616 /TO•1828 :- - °•.- n IDENTIFY BMPS THAT ARE DAMAGED OR NOT OPERATING EFFECTIVELY, U L)\TC:614.95 TO• 97 "pl� O MAINTENANCE MUST BE PERFORMED AS SOON AS PRACTICABLE OR AS LL15)ALL BORROW WILL COME FROM A SITE OR SPOIL WILL BE PLACED ON A / I-01 �I W:61 36 If ) 1 °/.4-1 rYY1"`p r13° • ,��/' Ili REASONABLY POSSIBLE ANO BEFORE THE NIXTSTORM EVENT WHENEVER L/SITE PERMITTED BY THE STATE OR LOCAL JURISDICTION.BORROW FROMOR WZEX:610.95 \ / , �'SLT54O(IN.EF ( y i '`LLI tlI , 4 °+I 4 6, • - a • � PV._815.55 1�°' " , "L7 E%PP PRACTICABLE. D_SPOIL TO AN.CONYOITTED SITE BECOMES THE RESPONSIBILITY OF THE L 0 M TC:61].60 }` Z
CONTRACTOR.CONTRACTOR MUST HAVE APPROVAL OF THE OWNER AND / Ce UL `.• 33%I 615 �: • DEFNL,9iT.CQ, , TC:618.]5 / JLOCAL EROSION CONTROL INSPECTOR BEFORE UTILIZING ANY UNPERMITTED w NI ` • < • Im,< WRB INIET#4 TC'817.02 6 !w SITES FOR BORROW OR SPOIL m ml I131 LF 15"RCP(]1.0% NCD0T840.fP �I �_ _ f o .r' v+/ - 60 LF 15"RCP•,1.0% � CDOT840.02 TC:616.15 '!1 �v1i6)ALL STOCKPILE AREAS ARE INTENDED TO DRAIN TO AN APPROVED U = PV:61463 :615 T '7�INV.N:61255 \`I .� •O, / m •� vJW
SEDIMENT TRAPPING DEVICE AND BE WITHIN THE LIMITS OF THE DISTURBED O � f-- INV.OUT:611 _ O
AREAS SHOWN. U U O I /A�ye• WRB INlEF1A � - �.��-�_�� � �_ � IMPERVIOUS CALCULATIONS: Qd ? 71Li: LPllll•1'i + C•I ^T/ U•NLET / _- �/ Q
17 G.C.RESPONSIBLE FOR ALL EROSION CONTROL PRACTICES REQUIRED TO \° y 147 LF 15"RCP 1.0°. pRq�6yg6iMINIMIZE EFFECTS ON ADJACENT PROPERTIES DURING CONSTRUCTION. \ h s ` fr.� INV.N;65 �� -�� ����iB ITHSPTURBEO AREAS NOT OTHERWISEDELINEATED FOR BUILDING, U / UuLy■'121L, I�~°' ®' STPBIL�D T 1 MATCH
/ y, �ll EMRPNCE \ EXISTING
PAVING,SOD,OR RIP-RAP SHALL BE PERMANENTLY SEEDED IN ACCORDANCE N = O TC:814.85 I '�/ �},S'` AL BHT C1
WITH SPECS. /0 = I \ Vf� I / I / T �� T 7 --•T �,
19)THE DISPOSAL OF DEBRIS IS NOT ALLOWED ON SITE. 0 \ II I I / D4 \ r��O � .T- J4-T T E_620 ET EXISTING IMPERVIOUS CALCULATIONS:
_ �'` i BUILDING: 0.061 ac. 05.39%
20)ALL AREAS TO RECEIVE PAVEMENT SHALL BE GRAVELED IMMEDIATELY / 7n °' I TC:612.87 6 II o Ar I 621 620 T a PAVEMENT: 0.786 8D. 69.43%
UPON COMPLETION DEGRADING. ,� 7 _ C' -✓ C' G G G G G a OPEN SPACE: 0.285 ac. 25.18%
- O, II "> \ TOTAL SITE 1.132 ac. 100.0%
21)CROSS SLOPES ON ALL WALKS SHALL NOT EXCEED i.BY(UNLESS I / \ / I I, • D U:='N - EROSION CONTROL MA N
�' F TOTAL IMPERVIOUS. 0.847ac. - 74.82%
OTHERWISE NOTED)AND G.C.TO INSURE NO PONDING IS TO OCCUR ON ANY HP 612 + C:61232 DEFNL,SHTC4.1 \ N
PAVED SURFACE. I" sl I / ¢ 619- / PROPOSED IMPERVIOUS CALCULATIONS:
TO:612.08 I'1'\ _ SW 612.56 6
22)ALL AREAS WITH 1:1 SLOPES OR ERODABLE SLOPES SHALL BE COVERED h SW:812.51 1!� I `` 1 BUILDING: 0.042 ac. 03.71
WITH EXCELSIOR MATTING OR APPROVED EQUAL.INSTALL PER ,I- C:613 48 / PAVEMENT: © 0.677 FE. 59.81%
MANUFACTURERS SPECS LO '612y3c- •�, \ ° OPEN SPACE: 0.413 ac. 36.48%
' :612, TOTAL SITE: 1.132 ac. 100.0%
23)NOTICE-THIS PROPERTY IS LOCATED WITHIN THE WATER SUPPLY FL:612,01/ IW EX.BUILDING 8864492139 TOTAL IMPERVIOUS: 0.719 ac. - 63.52%
WATERSHED FOR LAKE MACKINTOSH WS-IV,GWA.
7- \ FL:612.06 4 / • ^ F 1 LFK PROPERTIES711 SYKES STLLC
EROSION CONTROL SEQUENCE: ? I 1sm1 \ I DB:3529PLETE656
I NET DECREASE OF IMPERVIOUS:0.128 AC-11.30%
/
CLRBNLET'•. \ TC:614. /' SEE 472-178 FOR COMPLETE DESCRIPTION
CLIENT:
GENERAL CONTRACTOR TO INSTALL ALL TEMPORARY OR PERMANENT EROSION NCmT640.@ : C:61348 TO 613.00 F 24,25 AND26)
AND GV0UT-i51 , . �„ W BISCUITVILLE
AND SEDIMENTADVANCE OF EROSION CONTROL
PROBLEMCALLERESP AND AS 6N'S IMfpUf o i�� • _/ N
NEEDED IN ADVANCE OF EROSION COMROL PROBLEMS.G.C.RESPONSIBLE I \� , °•
ii2 / t90S 11�I �1 yl 1414 YANCEYVILLE ST.
FOR NOT ALLOWING SEDIMENT TO LEAVE THE SITE. SUITE 300
FL 61294+ /
GENERAL CONTRACTOR TO: ) ///.�� • FL:613.00 \ I / j I PROPOSED ROOF LEADERS GREENSBORO,NC 27405
I C 613 42 1/ �`
1)OBTAIN GRADING PERMIT FROM CITY OF BURLINGTON,IF APPLICABLE - ,/1 I I ■1� -"�� \
/ SW:613.44 - \$W:613.49 - I_r _ J
2)CLEAR ONLY ENOUGH TO INSTALL STONE CONSTRUCTION ENTRANCE,SILT - - 1 jI •� / ��/- - PROPOSED ROOF LEADERS-6"PVC 1%
FENCE,SILT FENCE OUTLETS,EXCAVATED STORAGE PITS,EXCAVATED �, @ /MIN.FALL.
INLET PROTECTIONS WITH ASSOCIATIVE BERMS AND INLET PROTECTION SW'613.51 SW:813.56 EIP/NAIL AT TOP EIP/5/8".I'TALL REFER TO ARCHITECTURAL PLANS(BY OTHERS)FOR
OVER EXISTING INLETS. - 0 EXACT DOWNSPOUT LOCATIONS-THOSE SHOWN ON THIS DRAWN: JAL,JKB
MATCH EIP/5/8' PLAN FOR REFERENCE I .REFER TO DETAIL ON
3)CALL EROSION CONTROL INSPECTOR TO SITE TO INSPECT CONTROLS FOR - EXISTING U / I DATE: 12/17/21
RELEASE OF GRADING PERMIT,IF APPLICABLE. SHEET C-6.
8864399214 I REVISIONS:
4)BEGIN CLEARING AND DEMOLITION OF REMAINDER OF SITE O I GUERRERO RESTAUR T GROUP LLC 8864491116 1 02-14-22 PERMIT REVI�WCOA•£NTS
1824 S CHUR'4`{{;'4H 5TI GUERRERO RESTAURANT LLC Q
5)INSTALL DRAINAGE STRUCTURES,STORM PIPE AND INLET PROTECTION. I DB:1341 PG:210 17158VKE$ST GRADING/EROSION CONTROL LEGEND: L�\0347.22 PERMIT REVIEW COM,1EN73
N PB:74 PG:202 DO:1972 PG:914 EX.MHS
6)BEGIN ROUGH GRADING WHILE MAINTAINING EROSION CONTROL DEVICES IN 19.80
ACCORDANCE WITH MAINTENANCE PLAN AND THE N.C.EROSION AND TOP=6
B TOP=6 INV.OUT=614.21
SEDIMENT CONTROL PLANNING AND DESIGN MANUAL
PROPOSED SPOT ELEVATION
7)BEGIN UTILITIES AND BUILDING CONSTRUCTION. l
�ICNI.iS`(TOP OF cuaBELEVAnorvl •\IMNI.75`IRAVE1nENT ELEVATION)
BON4.15 \i191A76
8)FINE GRADE INSTALL CURB AND GUTTER AND THEN STONE PARKING LOT. \(eonoMOFwBBELEVAnorv) \(FLusHwBBELEVAnorvl JOB.NO: 19-343
� tH'N'�(FirvisHEDFLOORELEVATIONI •\sw:N1.i5"`(SIDEWALKELEVATION)
9)SEED AND MULCH ALL DISTURBED AREAS.SILT FENCE OUTLETS CAN BE I SHEET TITLE:
REMOVED ONCE PARKING AREAS AND BUILDING PAD HAVE BEEN STABILIZED
N PROPOSED CONTOUR
WITH STONE AND VEGETATED AREAS SEEDED AND MULCHED. N O
EX.MHS J16- DRAINAGE SLOPE ARROW GRADING /
INSPECT AND REPAIR ALL EROSION AND SEDIMENT CONTROL DEVICES ONA TOP=615.12 Bb ELLP
WEEKLY BASIS AND INSPECT AND REPAIR IMMEDIATELY FOLLOWING ANY INV.OUT=608.00
RAINFALL REPAIR/REPLACE ALL DETERIORATED MATERIALS. =� CE TEMP ONSTR SHEET CTIONHENTRANCE EROSION
SOH I O1\ON MUST CO -
FOLLOEGROUNDCOVERONEXPOSED SLOPES WITHIN 14 CALENDAR DAYS. 51�UNOOTILITYPR TOR
FOLLOWING COMPLETION OF ANY PHASE OF GRADING.GC TO FOLLOW THE Ico*,,." FOr�TOt • c c $F grLIR-rol Aa ON SHEETu.1 CONTROL
NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES(NCG010000) 49- �9S PLAN
WHEN DETERMINING STABILIZATION SCHEDULE. STORM CAPACITY CHART('IO-YR) P c[i]la:
�� ® IP aErTMnrooiR�to iTEE RcOTECTIONG.C.TO MUCK-OUT LOW AREAS PRIOR TO PLACING NEW PAVEMENT-TYP.
InIetID LinelD LineLength LineSize LineSlope Runof6Coeff ilnlet DTainageATea TotelAree In letTi me FlowRate CepadityFuII VelAve - ' -LIMITS OF DISTURBANCE(DENUDED LIMITS)
REMOVE TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ONCE (ft) (in) (%) (C) (in/hr) (ac) (ac) (min) (cfs) (cfs) (ft/s) SCALE: 1"-20'
AREAS DRAINING TO DEVICE ARE STABILIZED.
CBI TO CB1 16 15 1.00 0.95 7.02 0.09 0.91 5.00 3.84 6.46 5.09 � 20 0 20 40 60 SHEET NO.:
• THE PROPERTY OWNER IS RESPONSIBLE FOR MAINTENANCE OF CB2 TO CB1 147 15 1.00 0.79 7.02 0.38 0.38 5.00 2.11 6.46 3.78 _`C`\\V;,,,,®- (Alm, //•�- w
DEVELOPMENT.
ELOPMENROSION AND SEDIMENT CONTROL MEASURES AFTER SITE \ BASE MAP INFORMATION FROM SURVEY AND COMBINATION ■ O
DEVELOPMENT. CB3 TO CBI 131 15 1.00 0.80 7.02 0.16 0.25 5.00 1.11 6.46 3.64 ■v__
CB4 TO CB3 60 15 1.00 0.59 7.02 0.09 0.09 5.00 0.37 6.46 1.93 PLAT BY SGROI LAND SURVEYING,PLLC.,145 W.PARRIS
THE PROPERTY OWNER IS RESPONSIBLE FOR MAINTENANCE OF - ■
PERMANENT GROUND COVER AFTER SITE DEVELOPMENT. CBS TO CB1 105 15 1.00 0.91 7.02 0.16 0.19 5.00 0.96 6.46 3.49 CALL BEFORE YOU DIG! AVENUE,SUITE 101,HIGH POINT,NC 27262,SURVEY DATED
811
NS OE NTFR North
- G.C.IS RESPONSIBLE FOR STABILIZATION OF ALL EXPOSED GRADES WITHIN
CB6 TO CBS 60 15 1.00 0.95 7.02 0.03 0.03 5.00 0.20 6.46 1.46 ITS THEE LAW! SCALE:1"=20' JANUARY 16,2020 AND COMBINATION PLAT DATED JUNE 22,2020. ©STIMMEL ASSOCIATES,P.A.
14 WORKING DAYS. MH1 OUTFALL 17 15 1.00 N/A 7.02 N/A 0.91 N/A 3.84 6.46 5.06