HomeMy WebLinkAboutNCC231841_Site Plan or Location Map_20230614 REVISIONS
e-9 REV. 13/17/23
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WATKINS ORD
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4545 HIGH POINT ROAD HIGHWAY 311
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TOPSOIL NOTE: \t\ll\I \\\\\\\A ` \A% ,3 \ , \ \ ., , ( , sJ , �} ,� `,_, )f //,,,,,k, /%i' =,\\,�\ x//\; (\\11�k 1 1 j 1/ DI RISER BASIN DETAIL SHEET ,oe�oFEsg�o°
TOPSOIL SHALL NOT BE PLACED IN ANY AREA THAT REQUIRES LOAD \\NI \\\\\\\\ %% \ \\ \ \\ k °'��, r , / "• \ J / er�°s , ;r"e l\ t \\ >"'V't/\\\ \\\ _\=`QP N'"';'
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BEARING SOILS.BERMS AND BURIAL AREAS ARE SHOWN APPROXIMATE. a., \ i 's 4, �a� // w �ii I� \ \\ \ \\ \ D2 RISER BASIN DETAIL SHEET
COORDINATE ANY TOPSOIL PLACEMENT ON SITE WITH THE OWNER AND ',)l�� \1\U\ \\ N \ \1 I \ \ / . / //,/ /A4`/ / ;` %�,i \ \ \ \\\ \\\\\\ =p: 14984 -
GEOTECHNICAL ENGINEER TO ENSURE THAT LOADS AND PROJECTED __— `�\\) \\\\ \ ;\ 1 i \ t �� l ��� /r%!�i / /i'�'�i i'////�// (� r \1\\ _I���_\��\l\\���° �y �-
t ! „\\L / 9 :ENGINEE�:y.:
LOADS DO NOT INTRUDE INTO AREAS OF WEAK SOIL. \,; ----------:::'1 \\4 \ +Jrt�\ ,,rl��D J`, ��"f! /J/ `�'-2✓//ij/'// //i/%/j ii/// '� �^I 1 \ �✓—\';\ i/(1\1\1\ D3 EROSIONGONTROLDETAILS • Ois
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1 i: , \` 1� D4 EROSION CONTROL DETAILS 3 7 23
GRADING NOTES: \ \L", t 1/ 1 3 r/ /I / 4 i ` .- \\l /J /�� ^\ 71''
1.ALLSITEWORKSHALLBEDONEIN 8.THISPLANSETSHALLNOTBECONSIDEREDAFINAL - _ _ -A- \ \\\k*'E -, \ 5 1 ) /// ,,,x, f 1 ,s/ _i t ) L\lire11//' r,.-c�_.- �"l1. 1))\\,1 D5 EROSION CONTROL DETAILS
ACCORDANCE WITH THE PLANS PREPARED BY GRADING PLAN.ALL FINAL CONTOURS AND FINAL SPOT ,� f'L,,,r,,�-�.^ -\C' \ s �� t `I ;1 I 1 I I p P//'-<7/,,/ ) } r i Ill( Iy rf(/_,., , I —-`i ti y,\
REQUIRECPT MENTS ENGINEERING,THE CURRENT
ETJ'S,AND ALL NOT USE THE EROSION CONTROL PLAN FOR FINAL DODING PLAN. /- N 'l.a\���-\\ \ �i\ - I)('2.///Or/./. I 1///1/�2- r—') /1,4 ( / v r�J —;,f, Pb EROSION CONTROL DETAILS
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OTHER APPLICABLE FEDERAL AND STATE LAWS. GRADING REQUIREMENTS. 4 1 '- 1� \` J �/ �l �A I I 1 ( 1 \'Y. ` �\ //y 1((//r/,_.--'��-� !"� \
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9.ALL EROSION CONTROL MEASURES SHALL BE IN /� /...-,... \\\ \\ \�K /JK/(/�/J� tL'\/J`�����\\�},�''�,\\1r 1�\\y'�//(j)/JJ �,-���'�-----��\- \
2.THE CONTRACTOR SHALL COMPLY AT ALL ACCORDANCE WITH THE N.C.EROSION AND SEDIMENT j .�\ \ /- ` \ \ \\ Y / / !
TIMES WITH APPLICABLE FEDERAL,STATE AND CONTROL PLANNING AND DESIGN MANUAL AND/OR THE % t''-'-,� 1 \I / \ r 4 \ \ �`t���� / /
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LOCAL LAWS,PROVISIONS,AND POLICIES TOWN OF GIBSONVILLE AS APPLICABLE. L� r .\ �'� 1.r Y c ( L \`•,- \GOVERNING SAFETY AND HEALTH,INCLUDING j1° = 100' O
THE FEDERAL CONSTRUCTION SAFETY ACT 10.IF FILL MATERIAL IS BROUGHT ONTO THE PROPERTY jjj�/
(PUBLIC LAW 91-54),FEDERAL REGISTER, OR IF WASTE MATERIAL IS HAULED FROM THE PROPERTY,
CHAPTER XVII,PART 1926 OF TITLE 29 THEN THE EROSION CONTROL INSPECTOR MUST BE
REGULATIONS,OCCUPATIONAL SAFETY AND MADE AWARE OF THIS INFORMATION PRIOR TO
HEALTH REGULATIONS FOR CONSTRUCTION, IMPORTING OR EXPORTING MATERIAL. /- I-Z
AND SUBSEQUENT PUBLICATIONS UPDATING i Z -I—
THESE REGULATIONS. 11.LIMITS OF CLEARING SHOWN ARE BASED ON CUT AND F R YT HCOUNTY Z
FILL SLOPES OR OTHER GRADING REQUIREMENTS. .() O
3.THE CONTRACTOR SHALL BE RESPONSIBLE V, 0 CZ
UNDER HFOR INING THE AREAS AND CH THE PROJECT IS TO BE CONDITIONS 12.ANY SHOWN IS SUBJECT TO A FINEDING BEYOND .SITE WORK ITS OF SHALLRNOTION 'i (1 x 0
CONSTRUCTED PRIOR TO THE SUBMISSION OF CROSS PROPERTY LINES WITHOUT THE PERMISSION OF NORTH CAROLINA „_., �- N
A BID.SUBMISSION OF A BID SHALL BE THE ADJACENT LAND OWNER GRANTED UNDER A
CONSTRUED TO MEAN THE CONTRACTOR HAS WRITTEN AND NOTARIZED AGREEMENT. •(� C/ ci
REVIEWED THE SITE AND IS FAMILIAR WITH THE V
CONDITIONS AND CONSTRAINTS OF THE SITE. 13.CONTRACTOR SHALL INSTALL ALL EROSION CONTROL 0 0 0
MEASURES AS INDICATED PRIOR TO GRADING \ 2 IL Z
U.BEFORE EXCAVATION,ALL IUNDERGROUNDHEOPERATIONS. DEVICE MAYSIO BE A UNTILO SITE OWNER/DEVELOPER. V
UTILITIES SHALL BE LOCATED IN THE FIELD BY IS STABILIZED AND PERMISSION IS OBTAINED FROM THE
THE PROPER AUTHORITIES.THE CONTRACTOR ACTING EROSION CONTROL INSPECTOR. i-F
in
SHALL NOTIFY THE NORTH CAROLINA ONE CALL ,Vn
CENTER AT 1-800-632-4949.THE LOCATION OF 14.CONTRACTOR SHALL BLEND NEW EARTHWORK 1.1 1
ALL UTILITIES AND UNDERGROUND SMOOTHLY WITH EXISTING CONTOURS. SMITH AND JENNINGS PROPERTIES
STRUCTURES
ARE APPROXIMATE AND MAY NOT 0
ALL BE SHOWN. IT IS THE RESPONSIBILITY OF 15.GRADING MORE THAN 1 ACRE WITHOUT AN APPROVED et 8...1
THE CONTRACTOR TO DETERMINE THE EROSION CONTROL PLAN IS SUBJECT TO A FINE. I O2O HEDGECOCK ROAD
EXISTENCE AND EXACT LOCATION OF ALL .1
UTILITIES AND UNDERGROUND STRUCTURES. 16.TOPSOIL STOCKPILE LOCATIONS SHALL BE LOCATED Know what's below.
ITHIN THE EROSION
5.ALL EXISTING TREES,VEGETATION, SEED ALLJTOPSOIL STOCCKPI ESONTROL MEASURES. HIGH POINT, NC 27265
Cal I before you dig.
PAVEMENTS,CONCRETE FOUNDATIONS, �I p�` �I
STRUCTURES AND ORGANIC TOPSOIL SHALL BE 17.NO STREET RUNOFF IS TO ENTER PRIVATE PROPERTY. PHONE: (336) 8 1 7-867 1
STRIPPED AND REMOVED FROM NEW
CONSTRUCTION AREAS UNLESS OTHERWISE 18.RETAINING AND/OR HEADWALLS(IF SHOWN)REFLECT OWNER/DEVELOPER:
NOTED. GRADE CHANGES ONLY.RETAINING WALL DESIGN(S)BY SMGNAICJBNINGSFROPBNES COVER
OTHER.BUILDING PERMITS ARE REQUIRED FOR RETAING 10201EDGEWa(RD. SHEET
6.ALL SLOPES SHALL BE 2H:1V(HORIZONTAL WALLS OF ANY KIND.REFER TO APPROVED WALL OR HIGH PONT,NCzrma
TO VERTICAL)MAXIMUM UNLESS OTHERWISE FOUNDATION PLANS BY OTHERS FOR CONSTRUCTION COWED DAND SHIM
MARCH 2023E�3'3„16,3
NOTED. REQUIREMENTS. E SCALE:NTS
EMAIL •�.
7.ALL AREAS SHALL BE TOPSOILED AND ENGINEER: DATE: y15/23
CPT DEMME 6 SURVEYING.INC
SEEDED,MULCHED,OR LANDSCAPED UNLESS
10°' E` PROJECT: 1671-20
OTHERWISE NOTED IN THE CONSTRUCTION FEE POND NC nzOs
DRAWINGS,SITE SPECIFICATIONS OR CONTACT:JOHN EssrER
INSTRUCTED BY THE OWNER. RENE:1338183zA9000G303 DRAWN BY:JAB
FAX:13381813 EE
EW11:l0,n2Eptengmann3.mm
SHEET 1