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HomeMy WebLinkAboutNCC216614_Site Plan or Location Map_202111299 L 101 S L 101 bL :Od 8-V :8d bL :Od 8b :ad 77l6£ :Od 9L6Z :8O 0£lb 'V86£ :9d ti£b£ :80 A3ONVA VNVN O:Od 6£L£ :8O NV NN38AA 2l31338 N:Od 0NV (1 N3(18VM f SVIIVO 8bLZ-09-SL8S 8917Z-09-9L89 £S£L-l9-SL8S TEMPORARY CHECK DAM - TYP. SEE SWALE # 2 DETAIL ON SHEET C-4.1. 6£b£ :Od 699L :80 PROPOSED NORTH AMERICAN GREEN � � P300 MATTING - TYP. SEE INSTALLATION k3]AN18 AOVdi ONV NO1SINHO DETAIL ON SHEET C-4.2.1.44 AC £SZ6-OS-SL8S LOT 1 LOT 2 0 L62� 62,653 SF 1.73 AC 75,291 SF o LOT 3 LOT 4 LOT 5 ds BM PC COORDS 1.91 AC t 1.62 AC t 9.91 AC 852 5� 8336t T= ,5 SF 1 70,527 SF 431,581 SF RR SPIKE 851855. 1575807,6.65 �ti I 1 \\ co TEMPORARY CHECK DAM - TYP. SEE O p $g� .N I DETAIL ON SHEET C-4.1. , I B k 790 / Lo££ :Od Z£sz :ea TEMPORARY SILT FENCE - CD TEMPORARY SILT FENCE - TYP. SEE �/ NO-UV1 Vl3WVd 0NV NHOf TYP. SEE DETAIL ON SHEET 8q6 DETAIL ON SHEET C-4.1. C-4.1. &"9 \\ if ' - TEMPORARY STONE SILT FENCE Q5 TEMPORARY STONE SILT FENCE OUTLET - TYP. SEE DETAIL ON SHEET \ OUTLET - TYP. SEE DETAIL ON & C-4.1. 10.0' LF OF CLASS "A' RIP 802 /'9 2 o L5 SHEET C-4.1. o, 844 s ?9 � � Zl9Z :Od L6Z£ :e0 T � RAP DISSIPATOR PAD. �p6 �8� 4� ,131�iNla �.OVal aNV No1SIbHO ITEMPORARY CHECK DAM - TYP. SEE WIDTH: 11.25' \ 80 �_ L£Z9-oS-SL8S DETAIL ON SHEET C-4.1. DEPTH: 9" \r �g08 TEMPORARY CHECK DAM -TYP. SEE 42 � DETAIL ON SHEET C-4.1. 810 I EXISTING LOT 8 6 o � 1,88 AC t /' 14.0' LF OF CLASS "A" RIP I 81,826 SF ��o &�?� o�o� RAP DISSIPATOR PAD. WIDTH:6.85'LOT 6 ► , TEMPORARY ROCK DONUT INLET ,g0 8N� � ��� ® ♦ o • 0�8 ode 0 0 DEPTH: 9" 2.92 AC t PROTECTION - TYP. SEE DETAIL ON SHEET C-4.1. s L qp� `b� TEMPORARY ROCK DONUT INLET 126,979 SF / Co •� } PROTECTION - TYP. SEE DETAIL ON 19.0' LF OF CLASS "A" RIP RAP SHEET C-4.1. - DISSIPATOR PAD. ° 10.0' LF OF CLASS "A" RIP RAP DISSIPATOR PAD - - WIDTH: 8.6' DEPTH: 9" LOT A WIDTH: 5' � 1.11 AC t � JJ 828 \ DEPTH: 9" e0o", SWALE # 1 - 48,265 SF 03 JJ PROPOSED NORTH AMERICAN GREEN P550 TEMPORARY CLEAN WATER TEMPORARY CONSTRUCTION 0001 MATTING - TYP. SEE INSTALLATION DETAIL DIVERSION BERM - TYP. SEE � 826 ENTRANCE - TYP. SEE DETAIL ON SHEET C-4.2 DETAIL ON SHEET C-4.1. 820 w ON SHEET C-4.1. LOT 7 I TEMPORARY CHECK DAM - TYP. SEE o� ' LOT 26 A 10.27 ACt LOT 27 DETAIL ON SHEET C-4.1. 822 822 DISTURBED LIMITS -TYP. 2.09 AC t _ 0.97 AC t 8 qn 978 SF 43260 42,420 SF ,t -`� �o Cb TEMPORARY SILT FENCE - TYP. SEE ' S� ` 818 \ ^� DETAIL ON SHEET C-4.1. ' TEMPORARY CHECK ' <`816 \ rn \ TEMPORARY STONE SILT FENCE DAM - TYP. SEE DETAIL �24 ��•� ��/ CP `a ON SHEET C-4.1. g22 _� LOT 28 814 'o 8'\ q�` OUTLET -TYP. SEE DETAIL ON SHEET C-4.1. 0.92 AC t 72 �-� p� � SWALE # 2 1 8 40,310 SF \ PROPOSED NORTH AMERICAN GREEN TEMPORARY SILT FENCE - ® 8 78 -820 -820-- LOT 21 �o �o TYP. SEE DETAIL ON 818 812 095 AC P300 MATTING - TYP. SEE INSTALLATION SHEET C-4.1. �� 818 �p .t `b o�p � 41,529 SF o0o I ' DETAIL ON SHEET C-4.2. TEMPORARY STONE SILT 812 814 aka �� oo,O6o0 ���� �� LOT 8 t FENCE OUTLET -TYP. SEE 8,co 66,771 SF 000 DETAIL ON SHEET C-4.1. 0 80� �p2 a� o`� LOT 20 w TEMPORARY CHECK DAM - TYP1.01 AC. �p6 cpo 808 g10 �g6 ` 44,093 SF o ��� SEE DETAIL ON SHEET C-4.1. 806 810 i 808 0 °' �Ri:. 802 800 �8�6 C� 94 �p� �800� >>0����s . i.... 1'88 8�N %� / >� > 8 ' �114 I I1' I ` 96 TEMPORARY ROCK DONUT INLET P LOT 9 ' I PROTECTION 794 TYP. SEE DETAIL ON ory > 1.62 AC t LOT 25 2.02 AC t 88,036 SF III I SHEET C-4.1. i 70,538 SF 16.0 LF OF CLASS "A' RIP RAP ` x / � -804- //792 _j* I - DISSIPARTOR PAD. TEMPORARY CHECK DAM - TYP. SEE 19� �786 I WIDTH: 17 50' DETAIL ON SHEET C-4.1. _ ( i / DEPTH :9" - LOT \ - 1.54 AC LOT 23 A ` 67 238 SF 1.52 AC t � - ® 780 66,181 SF ,11 7kk v 1117 LlOI I - L8 :Od titi :8d ' 90 LLL£ :0d Z98Z :80 1 1 1 f NVWa30IV VS3831 0NV N3/3�1S 8 / Z 101 £ 101 Z08L-Lt-9L89 �_-� L8 :0d titi :8d L8 :9d tit :8d \ 969Z :Od 00t£ :80 Z6bL :Od LOL£ :80 ZIIbH H0131 0NV 131NV0 3J VWN31I00 IOV1S ONV SVWOHJ} 9ti99-lt-SL8S 8Z£9-Lb-9L89 TEMPORARY STREAM PUMP AROUND. SEE 802 LOT 22 1.24 AC t 8op 53,952 SF LOT 19 \ 1.35 AC t \ 798 58,955 SF TEMPORARY SILT FENCE - TYP. SEE / DETAIL ON SHEET C-4.1. \ TEMPORARY STONE SILT FENCE OUTLET - TYP. SEE DETAIL ON SHEET C-4.1. � LOT 18 1.02 AC t 44,533 SF TEMPORARY CHECK DAM - TYP. SEE DETAIL ON a£ �o SHEET C-4.1. \ old s� SWALE #3 Jl LOT 13 J1.26 AC t 54,854 SF 16.0 LF OF CLASS "A' RIP RAP DISSIPARTOR PAD �o b 0 `1 TEMPORARY STREAM PUMP AROUND. SEE DETAIL ON SHEET C-4.1, C-6.0, AND BLOW-UP ON THIS SHEET FOR DETAILS AND SPECIFICATIONS. LOT 10 3.86 AC t 168,163 SF i / I •i I I� '� � v1a j � �I I I I � Lti88-6S-bL8S LOT 11 2.50 AC t 108,973 SF VICINITY MAP EROSION CONTROL NOTES. NTS SEE SHEET C-0.1 FOR EROSION CONTROL NOTES. TOTAL DISTURBED LIMITS: 10.27 ACRES t EROSION CONTROL SEQUENCE: AS NCGO1 CERTIFICATE OF COVERAGE FROM CENTRAL NCDEQ OFFICE. 2. POST BOTH THE CITY OF WINSTON-SALEM GRADING PERMIT AND NCGO1 CERTIFICATE OF COVERAGE AS APPROVED BY NCDEQ. THESE PERMITS MUST BE ONSITE AT ALL TIMES DURING CONSTRUCTION. CONSULT AN EROSION CONTROL INSPECTOR FROM CITY OF WINSTON-SALEM PRIOR TO REMOVAL OF ANY EROSION CONTROL DEVICE. 3. CONTACT EROSION CONTROL INSPECTOR TO ESTABLISH A PRE -CONSTRUCTION CONFERENCE AND INSPECTION SCHEDULE. 4. G.C. TO INSTALL TEMPORARY CLEAN WATER DIVERSION BERM, SILT FENCE AND SILT FENCE OUTLETS, ROCK DONUT INLET PROTECTION ON ANY EXISTING INLETS SUBJECT TO CONSTRUCTION RUNOFF, AND ANY OTHER PERIMETER CONTROLS SHOWN. 5. ONCE ALL EROSION CONTROL MEASURES ARE PLACE G.C. TO BEGIN SITE DEMOLITION, CLEARING AND GRUBBING, AND SITE GRADING. G.C. SHALL COORDINATE UTILITY DEMOLITION WITH SERVICE PROVIDERS PRIOR TO ANY REMOVAL OF EXISTING SERVICES. PLEASE NOTE TREE CLEARING LEAVING ROOTS INTACT IS NOT DISTURBED AREA. 6. G.C. TO BEGIN CONSTRUCTION OF UNDERGROUND STORM CONVEYANCE SYSTEM AS GRADES BECOME AVAILABLE. 7. BEGIN ROADWAY CONSTRUCTION. STABILIZE ROADWAY WITH STONE ONCE GRADE BECOMES AVAILABLE. 8. ONCE CONSTRUCTION TRAFFIC IS NO LONGER NEEDED ON SITE, GC SHALL APPLY FINAL LAYERS OF ASPHALT IN THE PARKING LOT AREAS. 9. ONCE CONSTRUCTION IS COMPLETE, GC SHALL REMOVE ALL FINAL EROSION CONTROL MEASURES AND CALL EROSION CONTROL INSPECTOR TO SITE FOR FINAL INSPECTION AND RELEASE OF EROSION CONTROL PERMIT. SELF INSPECTION ----- EFFECTIVE APRIL 1, 2019, PERSONS CONDUCTING LAND -DISTURBING ACTIVITIES, LARGER THAN ONE (1) ACRE, MUST INSPECT THEIR PROJECT AFTER EACH PHASE OF THE PROJECT, AND DOCUMENT THE INSPECTION IN WRITING ON APPROVED FORMS AVAILABLE FROM THE CITY OF WINSTON-SALEM EROSION CONTROL DEPARTMENT OFFICE. TEMPORARY SILT FENCE - TYP. SEE I DETAIL ON SHEET C-4.1. TEMPORARY STONE SILT FENCE OUTLET - TYP. SEE DETAIL ON SHEET TEMPORARY STREAM PUMP AROUND. C-4.1. \ \ SEE DETAIL ON SHEET C-4.1. I SEE SHEET C-6.0 FOR SPECIFICATIONS OF STREAM DISTURBANCE IMPACTS. \ LOT 12 5.36 AC t 233,534 SF _ WIDTH: 17.25' Q z C-) > DEPTH: 9" N o < z v W LOT 14�q`L �0 0.99ACt m�m9 MO- mp0 mD 0 42,992SF nr�W�cV m wpm �..m� CD ZLn ��° �m0 p C) r W I N W -U C0 (n W �T'I �° M L Cn 0 Cn ova PROPOSED NORTH AMERICAN GREEN \ _+00 > I n o co o D I m r, a m r, N� � U) N D� C0 c w <e�oti P300MATTING-TYP. SEE INSTALLATION z� ° ono o 'v �� �� °c�nD l �� OciD� nr ocZ� r F� 8S ° cn m I I z���M 1 0�-� �-P p�-o z-p 1� pm I 0c ID I ��� 0 0 00 w21� � ti� n DETAIL ONSHEET C4.2. �\ D �N Dom... ;urn zwc?omo zNc���II z,��,r"'o �Wr Z7 D �\ 1 g00 DETAIL ON SHEET C-4.1, AND C-6.1 BLOW-UP TEMPORARY ROCK DONUT INLET SHEET FOR DETAILS AND SPECIFICATIONS. PROTECTION - TYP. SEE DETAIL ON SHEET C-4.1. �o�o WS/FC EROSION CONTRO19 NOTICE PLANS APPROVED FOR CONSTRUCTION This plan complies with Chapter C, Article 4 - Erosion Control of the Town of Lewisville Unified Development Ordinance. A printed set of the stamped/approved plans must be kept on the construction site for reference: when installing required erosion control measures. kentw _ 11 /22/�021 11:52:02 AM LOT17 I �j ♦ cov<� co��rn D Wr0 D 6 (0 D �..m0 o..c�m� �L\ \ W Z 0- V -6Di CO�r CONZIN V o 0 58,8 3SF �J ��� �� oz Nrcn OU 00Cn0V 0 0 0 TEMPORARY SILT FENCE - TYP. SEE o m DETAIL ON SHEET C-4.1. \ 1 68 LOT 15 LOT 16 1.67 AC t 1.67 AC t 72,762 SF TEMPORARY STONE SILT FENCE - - - - - - - - - - - 72,912 SF OUTLET - TYP. SEE DETAIL ON SHEET PROPOSED SAND BAGS C-4.1. W ,- d _760�__ Nr�iau� dU0-Z p, L) ' 20 0 20 40 60 � ' Ln rd ,Z 4m � � a .9 - 9LgZ �N �WvW 111 H \ is 5£a 101 Nld N� North SCALE: 1" = 20' g9£titi SLgS STREAM PUMP AROUND BLOW-UP: 100 0 100 200 V%%=Ml SCALE: 1 " = 100' 300 1 d P stimmel LANDSCAPE ARCHITECTURE CIVIL ENGINEERING LAND PLANNING 601 N. TRADE STREET, SUITE 200 WINSTON-SALEM, NC 27101 P- 336.723.1067 F: 336.723.1069 www.stimmelpa.com SEALS NCBEES CERT. NO.: G-1347 1 C A R/ZZ o � EA#_ r• • 36769 `4; H A iB'�•N`�� PROJECT: O LL Cl) W F O Qa 0.) Cl) LU Z Z� Z a w U Z J Q � � � 0 U CLIENT: MATT McCHESNEY JTM INVESTMENTS, LLC. 110 OAKWOOD DR., STE 110 WINSTON-SALEM, NC DATE: 08/02/2021 REVISIONS: 1 OWNER COMMENTS.2021.08.31 2 CITY COMMENTS.2021.10.08 3 CITY COMMENTS.2021.10.29 4 CITY COMMENTS.2021.11.08 5 CITY COMMENTS.2021.11.17 DRAWN: KDB JOB. NO: 20-203CD SHEET TITLE: EROSION CONTROL PLAN SCALE: AS NOTED SHEET NO.: C=4mO I 0 a U U North © STIMMEL ASSOCIATES, P.A