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NCC221102_Site Plan or Location Map (2)_20220318
EROSION CONTROL NOTES: 1. THE APPROXIMATE AREA OF THE LIMITS OF CLEARING, GRADING AND CONSTRUCTION (LIMITS OF DISTURBANCE) IS 1.65ACRES. 2. SEE SHEET C-5 FOR GRADING, STORM DRAINAGE AND ADDITIONAL EROSION CONTROL NOTES. SEE SHEETS C-8.0 - C-8.3 FOR ADDITIONAL EROSION CONTROL NOTES AND DETAILS. 3. SEE C-5 & THIS SHEET FOR EROSION CONTROL SEQUENCE. 4. ALL CONSTRUCTION TRAFFIC SHALL USE THE TEMPORARY CONSTRUCTION ENTRANCE AS INDICATED ON THIS PLAN. 5. THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS CONSIDERED A CONDITION OF GENERAL PERMIT - NCG 010000 AND MUST BE FOLLOWED AND IMPLEMENTED. 6. THE FOLLOWING ITEMS ARE REQUIRED TO BE AVAILABLE ON SITE: a. LETTER OF E&SC PLAN APPROVAL. b. LAND -DISTURBING PERMIT (LDP) C. E&SC PLAN d. SELF -INSPECTION REPORTS. e. RAIN GAUGE 8. NO GRADING/CLEARING UNTIL LDP IS OBTAINED. NO MASS GRADING UNTIL PERIMETER E&SC MEASURES ARE INSTALLED AND PROVIDED WITH GROUND COVER. 9. THE PERMITTEE SHALL COMPLY WITH REQUIREMENTS FOR INSPECTION AND MONITORING, AND PROVIDING AND MAINTAINING CONTROLS SPECIFIED FOR STORMWATER DISCHARGES ONCE DISTURBANCE HAS BEGUN ON THE SITE AND UNTIL COMPLETION OF CONSTRUCTION OR DEVELOPMENT AND THE ESTABLISHMENT OF A PERMANENT GROUND COVER. 10. CONSTRUCTION SITE POLLUTANTS MUST BE MAINTAINED ON -SITE AND NOT ALLOWED TO REACH THE STATE'S WATERS. ANY SPENT FLUIDS FROM CONSTRUCTION TRAFFIC MUST BE CLEANED UP AND DISPOSED OF PROPERLY. ANY HERBICIDE, PESTICIDE AND FERTILIZER MUST BE USED IN ACCORDANCE TO THE LABEL RESTRICTIONS. ALL WASTES COMPOSED OF BUILDING MATERIALS SHALL BE DISPOSED OF IN ACCORDANCE WITH NORTH CAROLINA GENERAL STATUES, CHAPTER 130A, ARTICLE 9 - SOLID WASTE MANAGEMENT, AND RULES GOVERNING THE DISPOSAL OF SOLID WASTE (NC ADMINISTRATIVE CODE SECTION 15A NCAC 13B). NO DUMPING OF PAINT AND OTHER LIQUID BUILDING MATERIAL WASTE IN STORM DRAINS. CONCRETE MATERIALS ONSITE, INCLUDING EXCESS CONCRETE, MUST BE CONTROLLED AND MANAGED TO AVOID CONTACT WITH SURFACE WATERS, WETLANDS OR BUFFERS. NO CONCRETE SLURRY SHALL BE DISCHARGED FROM THE SITE. 11. BORROW FILL MATERIAL FROM OFF -SITE SOURCE SHALL COME FROM A SITE THAT IS COVERED UNDER AN ACTIVE LAND -DISTURBING PERMIT. SOIL MATERIAL TO BE WASTED OFF -SITE SHALL BE WASTED ON A SITE THAT IS COVERED UNDER AN ACTIVE LAND -DISTURBING PERMIT. CONTRACTOR SHALL PROVIDE DOCUMENTATION AND LAND -DISTURBING PERMIT NUMBER OF ALL BORROW SITES AND WASTE SITES USED FOR THIS PROJECT TO THE OWNER AND EROSION CONTROL INSPECTOR FOR RECORD FILE. 12. THE FINANCIALLY RESPONSIBLE PARTY SHALL ENSURE THAT THE GENERAL CONTRACTOR/GRADING CONTRACTOR/BUILDER PREVENT SEDIMENTATION FROM LEAVING THE SITE BY THE CONSTRUCTION TRAFFIC. IN ADDITION, THE GENERAL CONTRACTOR/GRADING CONTRACTOR/BUILDER SHALL HAVE ON SITE THE MEANS TO REMOVE ANY SEDIMENT TRACKED ONTO THE STREET. IF CONDITIONS REQUIRE, EQUIPMENT MUST BE ON SITE TO WASH TIRES OF VEHICLES PRIOR TO ENTERING STREET. EROSION CONTROL SEQUENCE. 1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL AND PERMIT FROM THE CITY OF BURLINGTON EROSION CONTROL OFFICE AS WELL AS NCGO1 CERTIFICATE OF COVERAGE FROM CENTRAL NCDEQ OFFICE. 2. CONTACT EROSION CONTROL INSPECTOR TO ESTABLISH A PRE -CONSTRUCTION CONFERENCE AND INSPECTION SCHEDULE. 3. CLEAR ONLY AS NECESSARY TO INSTALL CONSTRUCTION ENTRANCE, TEMPORARY SILT FENCE AND SILT FENCE OUTLETS, AND INLET PROTECTION ON ANY EXISTING INLETS SUBJECT TO CONSTRUCTION RUNOFF. 4. INSTALL CURB INLET # 1 CATCH BASIN (WITHOUT HOOD FRAME AND GRATE) AND CORRESPONDING PIPE TO BE USED AS SKIMMER BASIN EMERGENCY SPILLWAY. 5. FOLLOWING INSTALLATION OF CURB INLET #1 AND CORRESPONDING PIPE CONTRACTOR TO INSTALL TEMPORARY SKIMMER BASIN #1 AND ASSOCIATED TEMPORARY DIVERSION BERMS. 6. CALL EROSION CONTROL INSPECTOR TO SITE TO INSPECT CONTROLS PRIOR TO BEGINNING STAGE 2. 7. SEE SHEET C-5 FOR STAGE 2 EROSION CONTROL SEQUENCING. i i J O�G� �N� OTILITY PUST R0TFOQ�T P , 0�9C�yt� J � O BEFORE YOU DIG! CALL 811 N.C. ONE -CALL CENTER ITS THE LAW! UNDERGROUND TRAFFIC SIGNAL BOX N75o00'46'W PERMANENT UTILITY TEMPORARY CONSTRUCTION \ _ 17.32' (TIE) EASEMENT #1 PER EASEMENT #1 PER \ Vv PERMANENT UTILITY EASEMEim i - Luc DB 3907 PG 157 DB 3907 PG 157 PER DB 3907 PG 157 \ DOES NOT REACH THE PROPERTY LINE. uc c PERMANENT UTILITY 11 LIMITS OF DISTURBANCE-TYP ` \ W W s - \ STONE CONST. ENTRANCE THERE IS A GAP BETWEEN THE s � uc EASEMENT #2 PER CD c uc DB 3907 PG 157 11 ND \ W EASEMENT AND PROPERTY LINE. OSKF Luc DETAIL, SHT. CS ` uc - ' 1 TEMPORARY CONSTRUCT y U CN(/RC \ X „S 4*I 16- EA 1 7 100; DB 3907 PG5 11SBN/GNW� _ /_OY MONUMENTS SET FOR / / yoyu Hu 1 O c C RIGNT OF W0 C7 \ \ PERMANENT UTILITY EASEMENT oy -- uc 11 11 \ PER NCDOT PROJECT U-5843 �� Luc PERMANENT UTILI DO NOT MATCH THE STATIONING 16 ♦ EASEMENT #3 PE PERMANENT UTILITY EASEMENT #3 PER DB 3907 \ ` a� ♦ \ DB 3907 PG 157 PG 157 GOES OVER THE PROPERTY LINE. \ SILT FENCE OUTLET �^ - - _ (D PERMANENT UTILITY EASEMENT, TRACT 2 PER X DETAIL, SHT. C� ♦ \ DB 3793 PG 557 DOES NOT REACH THE PROPERTY DISK FOUND ` \ o ♦ S�Sopp, NC GRID NAD 83(2011) yu\ 46 E 14 LINE. THERE IS A GAP BETWEEN THE TWO EASEMENTS. NORTHING: 853,807.35' \ \ oyu 5.02, GAP IS NOT PRESENT ON NCDOT PROJECT U-5843 \ \ - - - - ♦ / uc EASTING: 1,879,962.69' SILT FENCETYP � o�� o� _I oyu \ � - ayG �auc PERMANENT UTILITY DETAIL, SHT. 618 �c - -618 u PERMANENT UTILITY ELEVATION: 620.14' uc EASEMENT,TRACT2 COMBINED FACTOR: EASEMENTTRACT1 \ \ �o�\ \ PER DB 3793 PG 557 I 11 �U - 619 a ° I a� PER DB 3793 PG 557 0.999955919 (0- �$ a� O �_619- / �\ Oyu 11 yc TEMPORARY CONSTRUCTION DRAINAGE MANHOLE PDIP:� ♦ ` ° EASEMENT PER DB 3793 PG 557 TOP: 619.62' O� 15" RCP 619 - \ � � CATCH BASIN �♦ a♦ pA TOP:620.05' III, if D INV. U I oyuoNuoHu89. COMMUNICATIONS °yu\ lift ♦_ MANHOLE oyu \ ��� TOP:619.63' 0 \ / �nnvm»WWnn)n� n>>mnn�n�nn�n�nn�n�nn�n�nn�n�nn�n»mmnmmnmmmm� / o � Hu CROSSING SIGNAL UNDERGROUND TRAFFIC CONTROLBOX / yl�titi \ j l oyu RIGHT-OF-WAY T NCDOT SILTFENCEOUTLEf TEMP. DIVERSION BERM lya PER DB 3793 PG 57 C DETAIL, SHT. CS �ytititi DETAIL, SHT. CSs�� l � ��i9, ° y o (D CATCH BASIN Ni _ TOP:620.84' - 5�9' \ / �� / c� INV. OUT:616.58' 18" RCP CATCH BASIN •-� \ / CURBINLEf#1 DSKF - � � �� TOP:620.78' o NCDOT840.02 INV. IN (W): 614.03' N GRATE:620.11 V �� INV. IN(S): 614.16' A _ - INVIN:617.00 INV. OUT(N): 614.13' q INVOUT616.95 / 40 LF 15" RCP @ 0.50% o CIA LIMITS OF DISTURBANCE-TYP CATCH BASIN o LIMITS OF DISTURBANCE-TYP SILTSACKINLET ° TOP: 6: 614. _ PROTECTION Z. IN: T: 614. J � Z � _ I INV. OUT: 614.36' DETAIL, SHT. C-8 00 uc OHu ,622 \-•��_ - - V UNDERGROU D TRAFFIC SIGNAL BOX 622 0 �621_ / ro \ 0 \ SANITARY SEWER MANHOLE (GREASE) / TOP: 620.85' \ \ \ I SANITARY SEWER MANHOLE (GREASE)©� TOP: 620.74' c@ o op V A 622\ \ ro oo GPIN:8875936669 PARCEL ID: 139740 \ co JOHNNY BAKATSIAS \ I M DB 508 PG 47 o ZONING:LI J N 622- \ I = o I v SILTFENCE-TYP DETAIL, SHT. C-8 \ c Q SILT FENCE OUTLET - / 1 DETAIL , SHT. CS 622 - I L NO CONSTRUCTION TRAFFIC TO )' V A ENTER / EXIT ON S. GRAHAM V�A P� 623 � HOPEDALE RD. SILT FENCE OUTLET o DETAIL, SHT.C-8 IP\ c _� V �623 co 70 \ r EX. PRIVACY(FENCE itv i \ 0 / -�-T uP - P-uP up -up up UP-_ue-�. - i - - - V - - - - -� �7 I� I I8J/'�4 WuPZ5T5�P��TA� - 1"IPF r 63.53' up- SUP- Caa�,` UP uP JP- 623- - / I _ - - _ \ � 3/4" IPS \ CHAIN/LINK �� - - - -626- - - - _ 62 622 / FENCE N I S 62Q 623 GPIN:8875939500 O GPIN: 8875939500 PARCEL ID: 139739 N/F: MARY ANN R. FITZGERALD LIMITS OF DISTURBANCE-TYP PARCEL ID: 139748 O DB 439 PG 527 N/F: MAPLE VIEW, INC. ZONING: HDR PRIVACY FENi E DB 3269 PG 823 pB 1 PG 150 Q ZONING: CB O I NOT A CERTIFIED DOCUMENT AS TO THE 20 0 20 40 60 ORIGINAL, BUT ONLY AS TO THE REVISIONS PB 16 PG 11 DATED AFTER 12/17/21. THIS DOCUMENT ORIGINALLY ISSUED AND SEALED BY KENNETH A. BINKLEY, LICENSE #36769, ON 10-12-21. THIS DOCUMENT IS ONLY CERTIFIED AS TO THE REVISIONS DATED 02/01/22 OR LATER. North SCALE: 1" = 20' TEMP. DIVERSION BERM )ETAIL, SHT. CS SILT FENCE OUTLET DETAIL SHT. CS CATCH BASIN TOP: 621.33' INV. IN: 615.18' INV. OUT: 615.24' (D APPROXIM) OF EX.F PERMANENT UTILITY EASEMENT #4 PER DB 3907 PG 157 CATCH BASIN TOP: 621.63' INV. IN: 617.18' I NV. OUT: 616.38' 0 W CD J } W w I 0 = CD _ (D Q U J = m a H 0 V) (D RIGHT -OF -WAY PER DB 3907 F G 157 11 CATCH BASIN TOP: 622.28' INV. OUT: 617.60' G 10 (D \N ICII////� a SEAL 044053 - 02-25-22 NNE I N E� FO�� VICINITY MAP - n.t.s. 0 0f w J -�-a_ 0 MARTIN ST. x O z a SITE N. M EBAN E ST. URCN STREET m mIQIYIYIY Z Z ZO p 0 U ~ 0 U ~ u� W J W � U Lu �- ~ W W O U I O O O ROMMONSEEN stimmel LANDSCAPE ARCHITECTURE CIVIL ENGINEERING LAND PLANNING 601 N. TRADE STREET, 51117E 200 WINSTON-SALEM, NC 27101 P:336.723.1067 F:336.723.1069 www.stimmelpa.com J � J � = O N U)U) U J 0 LD z w W J O v_ F O� �p 3: N w a IW- x = FE� 0 w_ = J O ¢O H- _ Q 0 w O = O <o Ua X ILL w col U c w w U) m v 0 ~ Q O Q = J U) GRADING / EROSION CONTROL LEGEND: a Z w ¢ LLI co W TC: 809.75 PROPOSED SPOT ELEVATION ~ lL p BC:80'25 (TOP OF CURB ELEVATION) u- C) (BOTTOM OF CURB ELEVATION) 0 Q uj 810 PROPOSED CONTOUR SLOPE DRAINAGE SLOPE ARROW 1i CE TEMP. CONSTRUCTION ENTRANCE ...� REFER TO DETAIL ON SHEET C-8 SILT FENCE UJI UJI SF REFER TO DETAIL ON SHEET C-8 TEMPORARY INLET PROTECTION ® IP UJI I�- REFER TO DETAIL ON SHEET C-8 J Z LIMITS OF DISTURBANCE (DENUDED LIMITS) ; c`V (D C) L 0 BASE MAP INFORMATION z �' Q O ADDITIONAL UTILITY INFORMATION BASED ON: SURVEY by: (Water and Gas within the RN1� From survey dated 08-17-18 byJ RLS SURVEYING &CONSULTING c9 8642 W. MARKET STREET, SUITE 100 SGROI LAND SURVEYING, PLLC Z GREENSBORO, NC 27409 145 W. PARRISS AVE., SUITE 101 �O O W z HIGH POINT, NC 27262 O Q W PLAN SCALE. As Noted w o coo STREET ADDRESS Q Q Q Q o Q 1829 N. CHURCH STREET o C9 0 C9 0 C9 o C9 Q W Z CITY STATE STATUS DATE BY BURLINGTON NORTH CAROLINA FINAL 10-12-21 KB COUNTY PLAN CHECKED 10-12-21 JAL ALAMANCE 1 SAPA PROJECT # 19-331 TAX PARCEL NUMBER LOCATION CODE NUMBER C-5.A 139743 & 139749 32-0173 INITIAL EROSION CONTROL PLAN