NCC232046_Site Plan or Location Map_20230705

GENERAL E&S NOTES: H--...,,,,,,
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\/ /\ /,', 1. APPROVAL OF THIS PLAN PERMITS ONLY THOSE CLEARING AND GRADING ACTIVITIES LISTED WITHIN THIS PLAN DOES NOT PERMIT THE o\\\\
/ / v v AL CONSTRUCTION OF ANY IMPERVIOUS SURFACE OR STRUCTURE. M r9 tO cO
/ / / A 40.74' \� \ CkG 2. APPROVAL OF THIS PLAN CONSTITUTES APPROVAL FROM THE CITY OF WILSON ONLY. ADDITIONAL APPROVALS(SUCH AS 401/404 NN
/ R 25.00' fP `stWETLANDS, ETC) MAY BE REQUIRED PRIOR TO AUTHORIZATION TO BEGIN CLEARING AND GRADING. COPIES OF ALL ADDITIONAL APPROVALS M N N N
/ B S 88°02'S7"W \ <�P MUST BE PROVIDED TO THE DEPARTMENT OF ENGINEERING UPON RECEIPT. ��.0
C 36.38 \\ \ _
/ ', \ 3. A COPY OF THE APPROVED EROSION CONTROL PLAN MUST BE KEPT ON SITE AT ALL TIMES.THE APPROVED SEDIMENTATION&EROSION o o
/`� \ �� CONTROL PLAN SHOULD BE REGARDED AS MINIMUM REQUIREMENTS;ADDITIONAL MEASURES SHALL BE PUT IN PLACE AS NEEDED TO w.
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/ / >- l2xrn .g25771,36 ENSURE THAT NO SEDIMENT IS RELEASED FROM THE SITE. ¢¢2 o
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°° ___ 4. EROSION CONTROL MEASURES SHALL BE CONSTRUCTED PRIOR TO ANY CLEARING OR GRADING ACTIVITIES BEYOND THAT NECESSARY TO .m o 0
sc 4.. 99 x - LO INSTALL SUCH MEASURES.APPROVAL OF CONSTRUCTED EROSION CONTROL MEASURES SHALL BE OBTAINED IN WRITING FROM ENGINEERING z
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i. /• a251,ATyp) A °��_ DEPARTMENT STAFF PRIOR TO SITE CLEARING AND GRADING. I-M M w w
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Plat 38-290 '° 5. COPIES OF ALL PERMITS AND APPROVED PLANS MUST BE KEPT ON SITE IN A PERMIT BOX THAT IS CONSPICUOUSLY LOCATED AND EASILY &0 0 m m
Q / ffi 63� /i _ O ACCESSIBLE DURING CONSTRUCTION.THIS INCLUDES APPROVED CONSTRUCTION PLANS,APPROVED EROSION CONTROL PLANS, N o 0 0 0
0� �Pj'g�° ®�V es°, �� ENCROACHMENT AGREEMENTS, DRIVEWAY PERMITS,WATER/SEWER PERMITS, ETC. 0 w 00
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cz� IP , ��\ \ �G J` 6. CITY OF WILSON ENGINEERING DEPARTMENT PERSONNEL MUST BE GRANTED ACCESS TO ANY AND ALL AREAS OF THE SUBJECT SITE FOR 2 2 c4 2
/ 1"&2"\ CI-1 / "°5s THE INSPECTION OF SEDIMENTATION AND EROSION CONTROL ADEQUACY. Cr Cr Cr Cr
�� m`�// WATER =F6'°'B1 _--`10'\ \ '� ,Kb ,/OL -A 7. IF ADDITIONAL EROSION AND SEDIMENTATION CONTROLS ARE REQUIRED TO PREVENT OFFSITE SEDIMENTATION,THESE PLANS w w w w
J�V 3E SERVICE a ��G \.k, O,6 MUST BE MODIFIED AND SUBMITTED TO THE DEPARTMENT OF ENGINEERING WITHIN FIVE BUSINESS DAYS FOR APPROVAL AND ADDITION TO Cr Cr Cr
y'�� 7;j.A ».3�• vafP THEIR RECORDS. 0000
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8. ALL CATCH BASIN INLET PROTECTION MEASURES SHALL FOLLOW DETAIL 352.05. >>>>
Q ti �OQ / CLEF"./ \\. \�d�� \� • \ u'o,C ' 9.ALL STOCKPILE AREAS SHALL BE LOCATED A MINIMUM OF 50' FROM TEMPORARY SEDIMENT TRAP. CrLL1 LA LL1 LA
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_-- ��/ i j�/ ���\ qi\ B �\ a VO 10.CONTRACTOR SHALL ENSURE CONCRETE WASHOUT IS MAXIMUM DISTANCE FROM ANY DRAINAGE STRUCTURE.CONTRACTOR SHALL USE ALL -N M Cr N N N co m o
`G' -- sr"'"'j 7 d�� \\ A� PRECAUTIONS TO KEEP WASHOUT MATERIAL FROM ENTERING DRAINAGE SYSTEM.
-' E' s� ..,\ \� Ali OVERALL CONSTRUCTION SEQUENCING --,
Q 4�% STOCKPILE �Z KW Cl - o��....
E A FOR SPECIFIC EROSION AND SEDIMENT CONTROL MEASURES REFER TO TECHNICAL SPECIFICATIONS. v•�P1" •'• ��
sr °' / 6 / sE1a6fi1 20 6 \ ! 1 1. CONTRACTOR SHALL ACQUIRE NECESSARY PERMITS FROM THE REGULATING AUTHORITIES. -</0 o i
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2. CONTRACTOR SHALL COORDINATE A PRE-CONSTRUCTION MEETING WITH THE APPROPRIATE AGENCIES AND WITH ALL UTILITY COMPANIES 1 N e'�`
------ �/ <i N� A53.42' TO DEACTIVATE EXISTING UTILITIES PRIOR TO COMMENCING ANY DEMOLITION. CONTRACTOR SHALL CONTACT BRANDON GALLOWAY AT Y' y •:Q-\�
__ / \ -/,e R1030.00' 252-205-2525 CITY OF WILSON EROSION AND SEDIMENT CONTROL INSPECTOR. ��OH
-® 3 htai / .� . N. - \ cc\ BS 48°43'06"E '', ....•• ````�.
ce/� _ \ '053.42' 3. INSTALL E&S MEASURES INCLUDING,SILT FENCE,CONSTRUCTION ENTRANCE,AND TEMPORARY SEDIMENT TRAP PER E&S PLAN.THE 7�/tfl Iitttl
/ sE 33 \ ki9 e \ `, ASSIGNED INSPECTOR MUST BE NOTIFIED PRIOR TO BEGINNING CLEARING/GRADING ACTIVITIES. ONLY CLEARING AND GRADING NECESSARY
A 302.55' ,,,III \ i TO INSTALL MEASURES ARE ALLOWED UNTIL ALL MEASURES ARE INSTALLED AND PASS INSPECTION. `1O11tftllg7
R 960.00' / cr AAJ��� t `�, A �J �' 72i,����
B N 32°19'50"E \ 60 , ,0 , ,,,N 4. CONTRACTOR SHALL DEMOLISH ALL EXISTING ITEMS TO BE REMOVED AS SHOWN ON THE DEMOLITION PLAN, • �P• �,/,_
C 301.30' --�_ �', •'O
/ 25 5. INSTALL ALL UNDERGROUND UTILITIES \ l
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/ / _e\V A ) 6. CONSTRUCT PROPOSED BUILDING AND DUMPSTER ENCLOSURE 7 �I '�
/ ' / / \ , ` .c.a, 00 EIP)I 1 ,,, 7_ INSTALL ALL CURBING,SIDEWALKS, PAVEMENT,SITE LIGHTING,LANDSCAPING,AND OTHER SITE AMENITIES. %� wgw= ���
- /�/ �� 8. COMPLETE SITE GRADING.STABILIZE AND SEED ALL DISTURBED AREAS AS SOON AS POSSIBLE. ��I', CEF6.,\Op
/ ,��16 „� \./Z ._-., DRAINAGE AREA = 0.19 AC �774nuN11�
/ \ V1•12 �c WITHIN SILT FENCING ` = 9. CLEAN STORM DRAINAGE SYSTEM OF ALL DEBRIS./ ////,'
\ \\ 3P �N c , %/ \ . 4�Ta DESIGNED BY: E.TOLLE
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/ DRAWN BY: E.TOLLE
\ 2 + \ 10. REMOVE REMAINING CONSTRUCTION EQUIPMENT,CONSTRUCTION MATERIALS,AND DEBRIS FROM THE PROJECT.z�� Cl2 �A�� �� DRAINAGE AREA = 1.06 C N ,.=3" �/ s3REVIEWED BY: G. FRANKS
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- __ 11. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL STABILIZATION OR AS
2�' Ip �� /� f 96 J6 DIRECTED BY THE CIVIL INSPECTOR. DOG INC. USA, PLLC
/ 1210 PROGRESSIVE DRIVE
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DRAINAGE AREA = 0.12 AG ®� 85�`� CONSTRUCTION SEQUENCING - E&S CONTROL PHASE I: CHESAPEAKE, VA 23320
WITHIN SILT FENCING . 7' c 1 '-'1/1-
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// 30' \ FOR SPECIFIC EROSION AND SEDIMENT CONTROL MEASURES REFER TO TECHNICAL SPECIFICATIONS. WWW DSGI NCORPORATED COM
C2 , / /c x�+\x\x \ / \\ �� _„ / ��/ / \ \ 1. INSTALL E&S MEASURES INCLUDING,SILT FENCE,CONSTRUCTION ENTRANCE,AND TEMPORARY SEDIMENT TRAP PER E&S PLAN.
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o // // / / ,x\+ \ \ , �__ iya G 2. CONTRACTOR SHALL DEMOLISH ALL EXISTING ITEMS TO BE REMOVED AS SHOWN ON THE DEMOLITION PLAN, z
' '^.2° / *�° °3a\\ REMOVE CONSTRN.�TION FENCING ,qA O/ Q, 30'Utility Easement a
r t l i / �` __ � / x�x\ I °bA �j 0 2xs PB 38 PG 290 3. CONTRACTOR SHALL PERFORM ROUGH GRADING OF CONSTRUCTION LIMITS. y
i( - \ �� --/ / - 155 PB 43 PG 254
s kW /�' CE / �� \ I `'��j • - 4. INSTALL TEMPORARY SEEDING TO ALL DISTURBED AREAS. ..,
/ t I ! �\ '�*�x /,/ EROSION CONTROL LEGEND: WI
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} \ / �x '�'/ 35'Ingress/Egress Easement
A � .'.66 , REMOVE EXISTING EL�RICAL POLE AND \ max\ \ / 9 9
o t ���\` `� / SERVICE. COORDINATE A/H ELECTRICAL \ , \ EIP // / PB 40 PG 245 CE CONSTRUCTION ENTRANCE TS TEMPORARY SEEDING SO SILT FENCE OUTLET
SEE GENERAL E&S NOTE 14:A v �/� x�x v
' ,�.��� / °H7 sC"'' COMPANY DURING CONSRGC�TION \� �x /// / P643 PG 254 � 'o
___- " �,.,�,(�� / / } Cl�yy 1 S N , + - sE'42, DB 2675-PG 122 IP INLET PROTECTION 0i LIMITS OF CONSTRUCTION CW CONCRETE WASHOUT
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i c � \ / /// PROPOSED CONTRIBUTING DRAINAGE AREA= 1.06 AC
- /I //A. J ' / �\ , \� / -/ PIN:3702-85-0580.000 REQUIRED STORAGE: 3,600 CU.FT. PER ACRE= 1.06 X 3,600 = 3,816 CU.ET.a°3.63
L JG /, SHEETFLOW \ , 7 H Town Properties,LLC PROVIDED STORAGE: 5,182 CU.FT.AT ELEVATION 139.50
L. 3N 7 V \ Deed Reference:2966-194 MINIMUM SPILLWAY WIDTH: 6.00'
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a 'b Cut 0 ,) Ir / / a�// i PB 43-254 MAXIMUM SEDIMENT CLEANOUT ELEVATION: 138.50
/ "Q� y. / •TEMPORARY �= A v // Lot
-, 9, �..� � ';Il / SEDIMENT j f DEMOLITION NOTES: o Q
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simt. BAFFLES /, ro 1. INSTALL EROSION CONTROL MEASURES SHOWN AT THE INITIAL PHASE OF DEMOLITION.THESE EROSION CONTROL MEASURES SHALL REMAIN
1�4,� I �I l SHEETFLOW ,�/ / -- °cP z o rl
(TYP) , $ j/ IN PLACE THROUGHOUT SITE CONSTRUCTION AND UNTIL FINAL SITE STABILIZATION AND DENUDED AREAS ARE ESTABLISHED. - 0
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g / 2. WHEREVER DEMOLITION WORK IS BEING PERFORMED,THE CONTRACTOR SHALL MEET ALL CODES AND REQUIREMENTS FOR PROVIDINGO z a f�\ III ` , x , / WARNINGS AND BARRIERS TO PROTECT THE PERSONNEL.THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO AVOID UNNECESSARY DAMAGE O
°P - / 3E 31 TO EXISTING SURFACESa it / EX.GRAVEL // x\ --- q4 3. ALL EXISTING ITEMS TO REMAIN WHICH ARE DAMAGED DURING CONSTRUCTION SHALL BE RESTORED TO LIKE OR BETTER CONDITION AT THE Z
Cr 4" F /// CONSTRUCTIOT�Se / FEZ N75°17,0° - \ , l EXPENSE OF THE CONTRACTOR. LL 5W CO
x �„/ ENTRANCE 13 c y _ ® °\ W 2 .28' \\\ . / Parcel N PIN: umber: 4.000
4. CURBS AND PAVEMENT TO BE DEMOLISHED SHALL BE SAW CUT ALONG PERPENDICULAR OR RADIAL TO THE EDGES OF CONCRETE OR _1 L_
e OINT DRIVEWAY �_"�'" W
/ SE: EASEM , / / WILSON HOTEL HOLDINGS LLC PAVEMENT.CURB AND GUTTER IS TO BE REMOVED AND REPLACED TO THE NEAREST JOINT PER THE CITY RIGHT OF WAY EXCAVATION AND W
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"' 139.d$' B 2675-P 'rj*_ Deed Reference: 2908-780 RESTORATION MANUAL.
1 139.541 G31.730' /// /-°`� PB ao 2 N W Cr
�i >< /// DB 2914-PG 241 /// �: - 4 __ w
/// DB 2977-PG24 1.380 Acres �\ �` \E� Lot#211 5 --- 5. DEMOLITION DEBRIS TO BE DISPOSED OF OFF-SITE AT SITE PROCURED BY CONSTRUCTION/DEMOLITION CONTRACTOR. _o _ N
/ /// REMOVE EXISTING Portion PIN:3702-85-7701.000 �� �j E. 4 • MOVE EXISTING 06 w o
/ /// CURB AND GUTTER Parcel Number:3702857701.000 Cr �}►� 1� +'f SANITARY SEWER LATERAL 6. EXISTING STORM DRAIN SYSTEM TO REMAIN INTACT AND IN A FUNCTIONAL STATE UNLESS OTHER WISE SPECIFIED. a
o /// PHOENIX OF WILSON LLC �►%® 'UHF > - //• _ ��t-4 a zQ o0
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/// Deed Reference:2658-116 0// q(': /// '- / 7. ALL DISTURBED AREAS SHALL BE STABILIZED AND GRADED TO DRAIN TO EXISTING STORM INLETS, UNLESS OTHERWISE NOTED. g Z 0 w o Q
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/// PIN: 3702-75-8394.000 / // // O a 0 0
Parcel Number: 3702758394.000 // / / ¢�� 8. UPON COMPLETION OF DEMOLITION AND FINAL GRADING ACTIVITIES, CONTRACTOR TO EXAMINE STORM DRAIN LINES WITHIN DEMOLITION'S a C/) w(/'1 N o z
E /// WILSON HOTEL HOLDINGS LLC EIP-CONTROL CORNER III ��ii / I I / LIMITS AND CLEAN/ROD/JET OUT ACCUMULATED SEDIMENTS. r J E O< =z
/// Deed Reference: 2908-780 NC GPO COORDINATES / 0
O /// P640-245 NAD 83-2011 �_�� -\Y _ 9. ALL PITS, EXCAVATIONS,TRENCHES CAUSED BY DEMOLITION ACTIVITIES SHALL BE BACKFILLED WITH SELECT MATERIAL AND COMPACTED PER ��'o W a M J
N:725,453.08'
/// Lot#211 E:2,307,953.86' / / \ / SPECS OR NOTES. a M
/// E 141.07' • /
O /// / 10.EQUIPMENT OPERATION AND STORAGE: HEAVY EQUIPMENT,VEHICULAR TRAFFIC,OR STOCKPILES OF ANY CONSTRUCTION MATERIAL
/// / / (INCLUDING TOPSOIL)SHALL NOT BE ALLOWED WITHIN THE DRIP LINES OF ANY TREE TO BE RETAINED.TREES BEING REMOVED SHALL NOT E 3•
/// 0 10 20 40 BE FELLED, PUSHED OR PULLED INTO TREES BEING RETAINED. _ 0
8'� 11.THE GENERAL CONTRACTOR WILL HIRE A LICENSED UTILITY CONTRACTOR FOR THE INSTALLATION, RELOCATION,AND ABANDONMENT OF
- HORIZONTAL SCALE: 1" = 20' UTILITY SERVICES AS INDICATED. SHEET NUMBER