NCC241672_Site Plan or Location Map_20240605

SEEDING PLAN 1
INSTALL 6-1000KCMIL 420MIL
1. TEMPORARY SEEDING EPR PLUS SPARE IN 4" SCH I I ry� OWNER: LEGEND:
PLANING DATES GRASS TYPE POUNDS/ACRE 40 HOPE FLEX CONDUIT FOR CONTROL BUILDING i EROSION CONTROL
0 EXISTING IRON STAKE PLAN
DEC.1 -APR.15 RYE(GRAIN) 120 LOD = P 0 BOXW1988 WASHINGTON
EIS
BUS TIE CIRCUIT FFE=1L32' I I Qa NCGS MON.
KOBE LESPEDEZA 50 1 (SEE BUS TIE TRENCH DETAIL) • P.C.ER POLE MONUMENT
APR. 15-AUG. 15 GERMAN MILLET 40 I NOWOR FORMERLY WASHINGTON NC 27889 ♦POWER POLE
I SS)° CITY OF WASHINGTON A, PP
AUG.15-DEC.1 RYE(GRAIN) 120 I S0, ✓OH/J SMITH MEMORIAL �4V TAX ID NO. 6626-18-7464
� FIRE HYDRANT ASSEMBLY
LIME 3,000 I Q>'. `dq,':SEBALL FIELD ,,,2. DROP INLET
FERTILIZER 10-10-10 800 I I 2SO`1,.., PBVF' 67E41-0843 Qi SITE INFORMATION 0 TELEPHONE PEDISTAL
MULCH STRAW 4,000 S Iz), EX. ELECTRIC SUBSTATION Z
y-U ��F 0' I = X-- FENCE LINE
2. PERMANENT SEEDING r 2j. Ex DI __--PROPOSED SUBSTATION EXPANSION WOODS LINE
N IF=4.6:9h---- TOTAL PROJECT AREA= 3.58 AC± O
PLANING DATES GRASS TYPE POUNDS/ACRE 9 � � EASEMENT LINE
I I 2"RCP/NV.=2.79' � TOTAL IMPERVIOUS AREA EXISTING= 70,673 SF
SEPT. 1 -OCT.3 KTALL FESCUE OBE LESPEDEZA 200
-' I 2y�4BF,yc TOTAL IMPERVIOUS AREA PROPOSED =20,000 SF ---- RIGHT-OF-WAY Z
EX.DRAINAGE PIPE
RYE(GRAIN) 25 r POWER LINE I 6D 1 0�99 NON SURVEYED PROPERTY LINE
"A y� O
MULCH FERTILIZER 10-10-10
10 a,000 230 KVSTRAIN0INSULATOR I I LIME 4,000 230KVE TERIA/N�NSULATOR ) 05 CO Le/ILSON STREET c��FLo' s,5 O� STONE WHICH CAN BE CONSIDERED PADPEERVIOUS FOR IT IS
` a Z W
STRAWYY �a� ONLY BEING INSTALLED TO KEEP THE VEGETATION AWAY SWPP SMOOTH WALL PLASTIC PIPE r 03
ELEV.=4636' N N DB 977;PG 177F 0 03
AO
S I rn o FROM THE ELECTRICAL SYSTEM. EXISTING GRAVEL SITE AREA CMP CORRUGATED METAL PIPE
TACK RATE=11 GAL/1000 SF I I W
CONtyY5' PI LARS TO BE REMOVED LEAVING THE SITE AS A NET ZERO BUA N
5 2.5 -- - CHANGE. RCP REINFORCED CONCRETE PIPE r .w
TOPf4E.=9 '+/- _ -Ev�
r o 1 TOTAL DISTURBED AREA = 2.67AC GUY WIRE -
I` METAL BUILDING T _
gyp- :: - • p FFE=Ssa' II, i II GENERAL SITE NOTES: I 0 = Q Zs :: _ - V� V� N� Z
is" - - Z
A �_� it . NCALEALLEDENrRANCE N
Ir�l 1LOCATION ANZXSTING W ITILITIES. RAVEL AREA_lI
"SDI 85 ro
A � � I���� � � 5.27 �5.19• G T , T r' OJ GEG A
67 II' � : ® _ •
G TO TG
L1ND/2
1 1 __ _ --1'.'
TG li GiG ` I// I RA-153 ILA Z�3.58 /N!=2.45 TEMP.WADDLE
G a _=g,jp, ate- - , 1. S -` --. ______,.___',__ -_$- • NEW DI",� \ I IW/NLETPROTECT/ON O O
_ 204 LF OF R/M6d • '\ • I \ I 19 r 1Sd ? X SPOT ELEVATION ` I
K. •
•
30"HOPE AT f ......
"." G.
\ -- \' • 0 2 - \ $\ WL/NLETPROTEN \. • 4�� :: 814r5.3 -LOD- LIMITS OF DISTURBANCE `} U)
• '\ I 464 i �L,. 46/117D LOD .G TGLOD L.:" � N.':� C00. I I I. C
\ __ � o _ .LOD _LDD' 4 L - rpz ' ioD ��. ��� I F r V M
�� F�. J±4fiO' '�TG GTG Pli
2
\ ��' I�I, - --` - GTG ---,-- TSW=TOP OF SIDEWALK
GTG GTG ���--e�� �_ 6 _ I O TA=TOP OF ASPHALT
I\ 8 I_ si \1 A.- 4 ]0 -- _ _- - TO=TOP OF CONCRETE
o s1' \ Gaza , ' __--- die ::s.w N
• GEG
\� • G. / 69 G -;; 6.1ic I N I p5jOo CONSTRUCTION NOTES
I�3_ 52"f` ` !I *4.37 __ .,ISI' TJT Z
12 _� I 11 I 68 TEMP G _ -__----Ili � � / GEG �A B(V C T LIJ
1. PAVED AREAS SHALL BE COMPACTED TO 95%MAXIMUM DRY DENSITY EXCEPT FOR THE TOP 6"OF SUBGRADE
-- ` - I 419 \ WADDLE =-� / • 1• ,off I 9 A WHICH SHALL BE COMPACTED TO 100%MAXIMUM DRY DENSITY IN ACCORDANCE WITH AASHTO-T99.
- 1 r\ I 1 ..G.,.„./ "• • • I y vTI iym 2.ALL EARTHWORK SHALL BE IN ACCORDANCE WITH DIVISION 2 - "EARTHWORK"OF THE NCDOT STANDARD
'' II _ _�% Y ' - � •)¢ 6 DTTI O A SPECIFICATIONS FOR ROADS AND STRUCTURES DATED JAN 2024.
1 527 " _ - 171 LF OF �°7.50 • NI OTT N l N V�< 3 ALL PIPE CULVERTS SHALL BE IN ACCORDANCE WITH DIVISION 3 "PIPE CULVERTS"OF THE NCDOT STANDARD
p 520 I I // �� _ SEE SHEET C• 24"HOPE AT • GEG o N 1 _.'m l 4 m SPECIFICATIONS FOR ROADS AND STRUCTURES DATED JAN 2024
' 8 \ y�� FOR DETAILS 02% • •
IV �� Z 4.ALL MAJOR STRUCTURES SHALL BE IN ACCORDANCE WITH DIVISION 4 "MAJOR STRUCTURES"OF THE NCDOT
\• • *. 50 r'4 `-..••* -11® ,_" =73' pt Os m n STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES DATED JAN 2024.
ONrorJ
_ -I 5.ALL SUBGRADE, BASES AND SHOULDERS SHALL BE IN ACCORDANCE WITH DIVISION 5- "SUBGRADE, BASES AND
1
O
_l - SHOULDERS"OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES DATED JAN 2024.
• / �;�� 'GEG _ • �8.12 ,IT1I1, 7 6.ALL ASPHALT PAVEMENTS SHALL BE IN ACCORDANCE WITH DIVISION 6 "ASPHALT PAVEMENTS"OF THE NCDOT
- \ \ •\-- \�1 �. 72 . i 398 C'�6 _ • . • "]:•6�° STANDARD SPECIFICATIONSFORROADS AND STRUCTURES DATED JAN 20 4.
��"R I 50$ _ -� I. • ' I • (k GS U S 2
INV OUT-1.70 I 5¢' '4.3W ���- ' E. I . ,. GTG G I 7.ALL CONCRETE PAVEMENTS AND SHOULDERS SHALL BE IN ACCORDANCE WITH DIVISION 7- "CONCRETE
RIP RAP OUTLET PROTECTION 51 t G DL 432 // I, w.399 • 0 I PAVEMENTS AND SHOULDERS"OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES DATED JAN 2024.
SEE DETAIL '' I S ''' G DL 1 411 EG /. *w 7.51 8.ALL INCIDENTALS SHALL BE IN ACCORDANCE WITH DIVISION 6- "INCIDENTALS"OF THE NCDOT STANDARD
G W I G • .• I I •� 1I . SPECIFICATIONS FOR ROADS AND STRUCTURES DATED JAN 2024.
WO=15.B9CFS G s I 1•4.42 i '1 ;:.. •
a ALL SIGNINGSHALL DE IN ACCORDANCEWITH DIVISION - �.SI�NING"OF THE NCDOT STANDARD SPECIFICATIONS
FOR zo1 I' 1 • " 4 NEWB'CH NL/NKFENCE 9. A VI
V10=4.42FPS ",p v I "� $ FOR ROADS AND STRUCTURES DATED JAN 2024.
515I , _\G.TO •�__ _ , \ • i ' =' 10.ALL MATERIALS SHALL BE IN ACCORDANCE WITH DIVISION - "I,WERIALS"OF THE NCDOT STANDARD
!•1�10' 91'• ` I "4.50 - 1 / • 10�'% SPECIFICATIONS FOR ROADS AND STRUCTURES DATED JAN 2024.
8.48 i °' • � GEG / 11.ALL WORK ZONE TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH DIVISION 11 - 'WORK ZONE TRAFFIC
0=M" 6. I I 1 1 I ^5.84 • � '1600A 1 G 7.63
\ ,. GT I •- .I UC; TIE . III II .1 • / • I CONTROL"OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES DATED JAN 2024. _ ,
�r L,3OK\� I 12.ALL PAVEMENT MARKINGS, MARKERS AND DELINEATION SHALL BE IN ACCORDANCE WITH DIVISION 12
SPECIAL OUTLET SILT FENCE \ l:,A I I\ �J GCABS '■I RCUiT' ••
I I • • MARKINGS, MARKERS AND DELINEATION"OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES
SEE DETAIL `¢f \ V% - J 397/ I Ws •" DATED JAN 2024.
b14 , \ I \ •
(�1/ '�AT • 7.42 • I 101 13.ALL LIGHTING SHALL BE IN ACCORDANCE WITH DIVISION - "LIGHTING"OF THE NCDOT STANDARD
6ss \ I •
230KV :'" �.= • CtO. GTG '•02 °`7.72
q ?a \ • ,'("_� I I ;; 34 GE` SPECIFICATIONS FOR ROADS AND STRUCTURES DATED JAN 2024.
\ _ I GCB - 14.ALL UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH DIVISION 15 - "UTILITY CONSTRUCTION"OF THE
\I S. • • I GRAVEL GEG - NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES DATED JAN 2024.
\ \ 406 I •....-1 •.^,\ I• . yi" -- 15.ALL EROSION CONTROL AND ROADSIDE DEVELOPMENT SHALL BE IN ACCORDANCE WITH DIVISION 16- "EROSION
1 y I 588 I . - ., IIY-- • _ glp ' IFUTURE �,1 �1 I CONSTRUCTION ENTRANCE CONTROL AND ROADSIDE DEVELOPMENT"OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES
4G,�8 A `36 G GEG• 1 1, '�71FS _ \ _ FU " $37 -mil WINS DATED JAN 2024.
TG !R NSFORMER - KINSTON STREET16.ALL SIGNALS AND INTELLIGENT TRANSPORTATION SHALL BE IN ACCORDANCE WITH DIVISION 8- "SIGNALS AND
•
(p•� INTELLIGENT TRANSPORTATION"OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES DATED JAN 2024.
\, \ //I 1
� N W 1 y TG 6 CLEAN STONE INSTALLED IIIl „ItVDL �S>o 40'RIGHT OF WAY 17.THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FOR
NOW OR FORMERLY \ TANS. CRNIER `C p • mot' 2�Gd'_I WITHIN THE FENCED BOUNDARY 25` SQ, DB977;PG 177 THE CONSTRUCTION OF THE ROADWAY, DRAINAGE,WATER UTILITIES AND SEEDING
MARSHAL[WAYNES/NGLETON 417 \ �.. 4 ,BUS.TIE • /'! \ TO MAINTAIN UNWANTED VEGETATION-,IP. �g4;3i, '00' 4jo FORA PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE AND ANAL
TERESA MYERS SINGLETON •4.02 .1 T �E- ,� TI ::; - Allis' _,. PAYMENT FROM THE OWNER.
"CB ,{ 398'GROWTH
OB 21Q PG 353 a52 .�. , • II -17.51 y e ' - --
P/NRI:5676-3f-7000 *4,63-'�G 5 2 W r ' rF4 O j .�a n =-T• GTG / p0 •1 :3 11 N
G CL PATH 13\\ ', o " ,,55,�Z yl
'4'.GY.L . 4 D.3EG. • - 38. ,.
y 38] r ii
` G DL E 6.5 1 'I.• • •1�----Y--- FB:R6. Tp��/µ GE+ , 1°' NOWORFORMERLY Q z
451 �� 1 _ li.� GEG / , -I I \\ E'WDL M✓ANETB.WOOLARD.O V O
�G ,. \\ 416 ( - 'Y T o E. ____ •. _ I y. I'`. I DB'1521,-PG:949 CD J 'CO
G
.. • G T I T -- \ O 1 P/N#.'5676-41-3402
)� \ \ GTG. I G 385 = I 1 I z O
Ly Xk fis 90 �,5.4a Ly 1 y O r
O040 :.. \\\ 19 _ _ Ir'r� G E '�6.]fi C\ / ,• - �O`1 I I 0 (A G O
13
• '� ,•]wOL - 4Dz' _ -- ---/ G�/ v,:a is�I\11B$7 11cD ^] BUS
SCA ETRENCH DETAIL ° o
\\ GTG 35KV T G .�2.d N am+
1 4a1 �, _..-�J 150 / W 1 I G 1g.
T fN, EQUIPMENT PAD - -- -�"sa16 \ I 1 o
.�r L BOUNDARY 426 • G _ -• \ 1111 1 I
SILT FENCE �G. :., EL 7.5 ec - s776 • -15 p •: \ II 11I 1 /�l /� _
G_E^_ -- -(i EY7----444.6 3:0\ �3 I 4"OPEN GRADED
aso .f\ \\\_77-___ -____7_,I__.-\-7-
"--.. • Ra's�- ,A� ^3. }1I NO.57 STONE) File NO. 22041
-�a.as •\ ` 363 GEG^\ ____ G •L / •Y= /.'"..----
( FILTER FABRIC
G \ .` 382 - • 'r�._8�' -5.1E
Z62';, - - GEG^'PATH_8 &32 • �s° -- • 4i DL Scale1 = 30
t o 4 - GEG�`� • G1=G\ • WDL 365
NOTES: .\ 4.3'11 429 • •• • •- - _ /• �p( - - -
Q ��cE • •. ef: • •' J f• • -sue GW.1366 - _ _ _ _ _ - SUBSTATION PAD SECTIONN�COMPACTED Sheet No.
1.PORTIONS OF THIS PROPERTY ARE LOCATED WITHIN A FEMA SPECIAL FLOOD HAZARD AREA LO • ''3.42 '
_ __ SUBGRADE
"AE"AS SHOWN ON DFIRM MAP 3720567600K,DATED JUNE 19,2020. 3 - ' o, : 4 '" G WDL •"•" S' R 7 378 G -,y.36]
2.ALL DISTANCES ARE HORIZONTAL GROUND IN SURVEY FEET UNLESS OTHERWISE NOTED. / 49 " .. /q
57°51'34"W auyo -:3.a1 / �p3� NOTE NOTE:
3.ATITIC COMMITMENT REPORT AND/OR TITLE RESEARCH WAS NOT PREPARED WITH THIS PLAN. I_212 30 i'� 6EG L3.::/ T4'14
,��f��51,34f. G CONTACT LAND QUALITY SECTION AT 252-946-6481 BEFORE ANY WORK BEGINS ON THE PROJECT IN THE CONTOURS AND SPOT ELEVATIONS WITHIN THE
4.VERTICAL DATUM NAVD 88 REFERENCED FROM NCGS MONUMENT"MASONIC". �3.93 �'3,, i`- _ 81.'
5.ALL COORDINATES REFERENCE NAD 83 GRID. G �3,,; ��'G CL PATH 8'.. ,,66..Sg2 ;o, qg CONSTRUCTION SEQUENCE. SUBSTATION PAD REPRESENT THE TOP OF THE STONE FOR
6.BOUNDARY SHOWN FOR REFERENCE ONLY AND TAKEN FROM MAP ENTITLED,"PROPERTY OF \ G G /�.0 432 '� ,6.a31 42.6 �Y G f FINISH GRADE.
CITY OF WASHINGTON"DATED APRIL 14,2022 PREPARED BY HOOD RICHARDSON,P.A. 'F�-_ 4 -`.,439=' G L 2 4�SVS=S/AQ TOTAL DISTURBED AREA 2.91 AC THE GRADING CONTRACTOR SHALL COORDINATE
_ jgq •ATH B' �GINOL "3-
\__:-•'.--:.
_ FORMERLY12" �' 0'.,-I PLACEMENT 0 THE GEOGRID AND WASHED SHONE WITH
a33 3.71�'� ALL ORYNEIN /NV=1.87' Vl�
'�3.80 --'F,CL PATH B' / ' MARSH ALL WA GLETON Pa e- SELF INSPECTION IS REQUIRED AS LISTED -INSPECTION FORM THE SUBSTATION ERECTION CONTRACTOR
-(`a CL PATH B' \ •
\ TERESA MYERS SINGLETON I I �iU 45' I CAN BE OBTAINED AT FOLLOWING WEBS TE
_ DB'1994,'PG 796 T'Rq), HTTP://DEQ.NC.GOV/ABOUT/DIVISIONS/ENERGY-MINERAL-LAND-RESOURCES/
North Carolina II-k 2 3^ \ PINA:'5676-40-1987 I N 51°15'19"W 1,347.dr EROSION-SEDIMENT-CONTROL/FORMS
One-Call Center SILT FENCE TO FOLLOW PROPERTY LINE N51.15'19"W 1,348.°014'
NED
AND LIMITS OF DISTURBANCE I(COMBINED FACTOR'0.99989157) BYEVEG VEGET ANGLE ATIVE COVER OR R GRADED SOTTHER ADEQUATE EROSION CONTROPES AND FILLS SHALL BE NO RL DEVICES EATER AORN T STRUCTURES.THAT ANGEL IN AANY EVENT N BE AI,
811 .
2.6 NOWORFO\ERLv (o-,yH/CE I SLOPES PANTED LEFT EXPOSED OR OTERWISSEWILL PROVIDEDNW TH TEMPORARY 14 GROUNDAR S OF COVER, DEV SEOSN ORF ANY PHASE STRUCTURES SUFFICIF ENT TOING E 5 !ENO LICENSE NO. C-4111
-gypsy MARSHALL WAYNEII/NGLETON /ale', OFgO 1�G L TERESA MYERS S/aGLETON 36, TOR, I RESTRAIN EROSION. PERMANENT GROUND COVER WILL BE PROVIDED FOR ALL DISTURBED AREAS WITHIN 15 ,\ P/NN.'56764�4 \ Ne1364 F�2j1JS87sTj II WORKING I CONSTRUCT OYN OR NO MORE THAN 90 CALENDAR DAYS WHICH EVER IS SHORTER FOLLOWING COMPLTION OF ;� 11111N-'
P.
NOR BOX L(�54 ENGINEERING, PC
CONFIDENTIALITY STATEMENT: \ ' "3 A 1 Washington, NC 27889
Know what's b below.you \ 0' I I Zi
b 9
Call before OU dig. THIS MAIONII STHEDENTIAL AND
INNER BANKS ENGINEERING CTIONES,PC.THUS / ('� 252-945-2983
YCo, SCALE 1"=30' �
INFORMATION IS CONFIDENTIAL AND IS TO BE USED ONLY IN CONNECTION WITH WOR \ (;;;*,4
eY/
DESCRIBED BY INNER BANKS ENGINEERING,PC NO PART IS TO BE DISCLOSED TO OTHERS (GROUND G'01 MUPEEDIN@ I B XE N GIN E ER ING.COM
WITHOUT EXPRESS WRITTEN PERMISSION FROM INNER BANKS ENGINEERING,PC (GRID) GyO bpJ OJ 0 30' 60'
J