NCC224017_Site Plan or Location Map_20221208

11"AR - 2 PD!)S
I EXIST BOX CULVERT -ROAD N or F (w/ scNALs) (7.3' W X 4.5' H) 1 NORFOLK & SOUTHERN RAILROAD S 17'S6 2929 E - - - - - - - - 100'
(INV. = 5.04) 6
Ex(sr.
I DS 4, P 3 17.00' _
N 72'0331 E 26 Access, Width 898.28' (x1538 - r _ v
192.00' • • • • SA97 N 72.03'3f" E 1063.17'
Zoned: I-1 I or PROP. 10'PERM. �� POWERPOLES SA44� L _3_______ ________ ____ _-_____________ _____ ___ S`1 Q5^
r DRAINAGE EASE. l (TIP.) I - - _ -.. - - __- N or F' _ _ _ ___ _ _ _ _ _ _ _--- _.__.._ _ \\ N
1 - I POWER ELECTRIC va 11
.I 1 GRADE RAIN- \ ` ---- -- -- - --" - VIRGINIA ELECTRIC & POWER CO -- - -- - tlo.- o'\ Oh/OI•d
h SD-D 100' -..- -_ -. -_. POLES (2) -. - - - - LINES! ``
DRAINAGE PROP - OB 138, P 405 d Z
EASEMENT Q' Subdi - m
�--E�1{11-
TARHEEL DIST CO I ly t _ \ onL- C( c \`y
I
OF ECIiY I - \ _ _ O �. 9, Wooden Boardwalk O�
`..
zp \ 'Jf O s Wellands \ ¢ W
PO BOX i666 I _ _ \ L7� ` 2+. _ + --Op w�\\ 9/ P \ (..1 3 z
! ! - j +� a/ (Ram EMsto Gratl
/ i /
NCELIZABETH27909 CITY, ,.T - `c i °0 38 �6)I ;37'(6) 136r(6) r26 (6) ,., (TYPIceI) \ Q - 2'
NC 27909 -1 2 Fp \ 2 _ 1 T
` `� re�nrmis Courts 1 ,,., LOT 4 N w .� I r
1 - \\ -�- 8 Ser North Atlarn ,Lentlmg Rtl � 24 / • w >%' in
Y
6+0 ... - 9+0 .. MH 331 Zoned: R-10 w
.0 MH 25 10 00 \ '+ " `,
ylt IK \ MH 26 MH 3° - +. . �I 1rOl\ W .. /�+. ✓ • i\ V.y�'�: 2 m 3 m m
`PROP. ACCESS \ 1 \ \ - -. 6 W " y 41� ` \ ` `\ @ \ t^ LOT 5 1 ( W O O N N N
YY / 1 q \ V ✓W W . a\/. 8+V ,r Z
EASEMENT
i r , DRAINAGEFH
I
•J _ `_rn "3 \
--1•O
9 9
I I r EASEMEN\ _ I _ - 1 ' �
/•.• . pm PLAN
oo -A Conn. REVISIONSveandering Wooden .
LOT 6
_ ' -Boardwalk Thru Woods
SIMMONS', LILLIAN HARRIS I I i III 1 \ \\ \ Nm OIO - %"yi/ ' �. $ rn. (Erevstedabove Ground). . <�
1000 ST. ANDREWS ST. - - - \ . \\ tl p .� :�si{' ! __ • H2
TARBORO, NC 27886 l 141 iil i.: MH 27 _ ,a, LC �Z O Kw1
I I 1 PROP. WALK o (n M1J _ + \ \ PROP. WALK \\ /�° SO°i\f� .9 (VACA Orcuwi °p
\I/y_
Zoned: R-15 , II I PROP()$ED . \\\ M ?N1 _,d- B`n;., 4° r _ . . ° s Ct\O"Z\:�: W •;.� 'p ° r��-��y6
F m
_ o
\ swA -� I � 1 2 � \ ;� f e C e Z U
+`\\,-�+i;
o0o �5p sK oa
.�.�.� �Q Rt,- fi`r�. tr��f/•LL•�4d7a �" 0 0 0
� I I r W 1 � \ , \ \ -ram �:� r? . �\� / •••• /. y1
°O�"0. ° °
MH
` .\ \ c+� o+F.� -��+ i POnd eBn'
,���
no 3i i m�� 19.2 Ac\861\ MH / / i' \�--,�.
Zoned AD-1CS
(L' l toIIilIjIl I III (10"LINE \ \ - mA\\\ \ \ .` \ \ \\ yp/ 0%'p° .'� \\ \?J\.maUo •l: :1`mod ..m�e ; L9n ;2 Oo / �J/' \\ .~�1...�4.. ..+. " . + . . W.A+LK. ` ./ + �+/ �'o/ � '7,��.h�ear Lb� n- _4 ,.. '; '3XBo ]/ /y. .W.W...... yV
PVC) WW.
PROP.WALK W--�
MHLPROPr
01
,L " . . •ems
Tie to Exist. 10" PVC Waterline II ; l I Prop. Dbl. Check Detector Assembly �\ . ` a' ,� • ` ' a�`; o \\ �� ••••r' `' \ - ° E 0
using1- 10" x 8" TS&Valve ! 1 I t & 6 Compound Water Meter Vault \ w P J r`
III ) 1 (See Detail, Sh. 9) \ \" \ "�:;o S .*°�.•' b' 's�0 MHs; mH r / �° �� C
(Beg. Prop. 8" W -See t ! as BENDS :o _
Water System Notes) r EXIST DIRT PATH y/ \,. r0 c"Z,y \ 2 y /' I .� t /� + . + . + . ` . „ • / • N Q
EASEMENT- w/ i % r/1'\\` 3fiINV.U2.54T NSO 2 / tA'1 L //�y.00 "' ,q 4./ • ✓`W - •� t�
For'Fdure" I I ( �. O�A.S�. 13 J' /Q ..,/ a, �L r.\` \Yl A ../ •E V
1 R ll" 1\ """` _ PROP. WAL18DI Sewage J'��_ I �°J
L W4`/
�I 1 _..8, \H35� i i- ,.... e OJm I 0
-
+00
-�-_ --.-� - - m .. • • . e e e
EXIST. FIRE HYDRANT \ . .� :, y \ +PROP. ,(,LK aJ+ : ..\ /. 0
Proposed 50 LF - 12" Casing Pipe I I I _ _ _ - "-•" MH (0 - / `� '\ . O
(See Bore &Jack Detail, Prol Spec.) ° h
ENm \ SF +' + U
jI `l 6 R EXIST W "\ /,- ` +/
EXIST. 16" DI / (DUCTRLEEIIRON " w/2 POLE J 1 : \ \ exam \\ . \. `. �� \ . / rsJ i/ l ,^6 \6�• J.4 ,.4 ON^ O N
WATER LINE / ( oM mAy SHELTE 75LF-WSWBauIw/MH 5` `\ \ , f / / MH 18 .,Ab //,"(
i I (For F-. Conn.) MH 35A � • .lam ` .$�`, � `\ ` \. / ` ��� , F + +' �/." +/
;I 11 CU
PROP. R/W .� , �\ +'�•\ 1 M%15/(�/3" y /`l
Beg. Directional Bore 6" SFM using I rrl� EXIST /\� \ q \\ .\ . .� / - / PROP. FENCE ,\ ' V . \ •�l Coim. / ' / ' L N
HDPE Pipe Material -(Installation=5'i I�. SHED / r \ / \ \� "�. +.� e^ser ° o° 0 �,. �•.....•-
from 16" DI Water) (See Profile, Sh 8) li II N 143.84' w Pro osed Sewa e J \ . /
IF ; 1a3.e4' Pump Station - \ a' �+,/�;; Pond"Ar' ,�� �� . .\ :.. 7 ; /:/� .i.�- J CU L1J
j (See Detail, Sh. 12) \\ + 11 1 . . . l6l•. �> . 4 .` . LL . ` . + . y . // ry•?, �
APPROX. LOCATION II I. I \ \ W.+. ,�+. �. �. �.+W .. J
24" STEEL CASING I i I 1 •\ %- - _ - \ . ) "-� x
(i 6• DIWM) ' ( 1 N 0 8'08834" W \ \\ . �\ . .1 --- .� rl" `C/ %� �sl / / �.. s t. /r 1� / N
Proposed 6' SFM \ \ \' /!,/
(HDPE Pipe Material) / N 04.28'40" W- \ o.: +��� �5 ATh WDen.t.
y I 1 109.04' O \ `
Zoned: HB p II - `\`. -' �' , Requesting: 5.53 Acres
H De d' HILDA M. [ ,61.90' " E P ` / \ Za .
D B 51 D. P 6 I /// \ Q � M . 4 . ...
.4. 4. �.. .4. 4... ...W W.�.� .��. ...
U- sz'"0 =\, - - - + + _ _ _ - _ - + + - + _ _ Sanitary Sewer Descriptions: Note: All Laterals from Manholes W Units are to be 8" in Diameter.
s MH 1 (Typ Manhole) Unless noted omerwisa, gravity sewer pipe material shall be PVC, SDR 35.
/ / I / Wi �� \ O\�, _ . ` ""139. Flow Direction 8" San. Sewer When Ductile Iron pipe material is required, Class 50 shall be used.
r HANCHARICK. ROBERT J. r . 88;?c.. -f. +4-LT„
I/ DB 433, P 71 ; i M,\� c r^\ -\ \ \ \ - . - . .. yo .-_�5.4'1511.., _tea 78:43117`
Rou
e' sFy Proposed SFM Under Rte.17
` by irectional Bore
Tie To Exist SMA T -
r
(See Detail Sheet)
Prop. 6" SFM (Ductile Iron
LEnd Directionire!
(See Profile, Sh 8) (HDPE Pipe Material)
Water System Legend / Notes:
Proposetl8" W
GV & Dia. 4• GV Proposed Diameter FH
Typ. Fire Hytlrent
1.) All PVC Waterline Material to be Class C900
2.) All proposed watedinas to be located horizontally 4 feet back of curb, and
vertically wah 36" minimum cover, unless noted otherwise.
3.) When Ductile Iron pipe matedal is required, Class 50 shall be used.
Prior To any Excavation, The Contractor Shall Coordinate
w/ City Of Eliz. City, Public Works Director Ph. 337-6628,
to inform the City of the contractors schedule
No tie-ins are to be made to the existing watem!ain without
City of EC personnel present.
4.) Prior To Construction Or Excavation, The Contractor Shall Assume The
Responsibility Of Locating Any Underground Ufilifies (Public Or Private)
That May Cross Through The Area OF Construction, That Are Not Shown
On Theas Plans.
The Contractor Shall Be Responsible For Repairing At His Expense Any
Existing Utility Damaged C:r Construction.
Utilities (Water & San. Sewer)
Plot Scale: 1" = 80'
®�i®eli�li�
NEU
I®�i�e�lllllllll�
��me�llllllllll'�
Semi ManM1Ne 6m Eka LxN (Omp aGMv. Sx.IN(Dinat,eam) DESIGNED: DAB
ReMrenceN. (APPmx) (=I Mp LF OAHMH) sapel100 DRAWN DAB
lAn DMH 1Bp CnECKEO V/PM
19].09 340%
MH 2O 5.50 5.30 �00 SCALE'
MH2 a50 5.]e 1- PROJ. NO. E1627
MH 22 a50 s. t59.W flLE NO. 8-100-39C
te241
MH 23 a.00 1.22 1.4 1
__,. _- --- --- CAD NO. E1627
- xzfin
E a; Utilities
15B.S5. O.IO%
18Water/Sewer
-
63.00 0]5% SHEEi NO.
12
- 3oo.cs o.s5% DATE:
„600 4N% 5-07-04
- ]5.00 0.40% SEE REwS10 5