SW6230702_Plansheet - 4 Proposed Conditions/Site Plan_20240116

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J THOMAS ENGINEERING, INC.
CIVIL ENGINEERING & PLANNING
r T Q.S.
1 2 3 4 5 6 7 8 9 10 11 12 13
LD 143 Charlotte Avenue, Suite 104
Sanford, North Carolina 27330
TRIANGLE
' X 70 SIGHT [phone] phone
T
www.jthomasengineering.com
I license no. C-3389
T I ROADWAY INTERSECTION
STA: 100+77.5STA
OFFSET: 15.0' L
+ . _ + 3
STA: 101+27.5 STREET LIGHT
NC 27 WIDENING
r
OFFSET: 10.0' L
n
FOR LEFT AND RIGHT I
TURN LANES
(SEE SHEET 7) PUBL C R/W WM M WM M WM M WM M WM M W MM�
1 00 ou\i 101+00 Z� 102+001 103+00 Lp 104+001 105+00 106+001 107+00 108+001 109+00 110+001 111+00 112+001 113+00 0 114 42�
CONNECT TO EX. 3 I C/J I N
�® FP TAPER . M ITH ARMS D IVE
8" MAIN W W W W W W W W W W W W W W W W W W W o
1 - 8" X 6"TS&V I I�II 6 VC (SDR 1) WATE� II I I II�II SIZN o
WM QtNM PUBLIC R/W WM� QtNM WM� IJVV WM� QtNM WM❑ QvVM WM� QN/M
aj �R + T I I RESIDENTIAL WATER M
Z I C/1
ti �1 'n sTA: 1o1+ss.o SERVICE LINE 1 - 6" GV M
II OFFSET: 10.0' R - FIRE HYDRANT (TYP) U1
e FIRE HYDRANT 1 - 6 TEE
FIRE HYDRANT STA: 105+09 RT RESIDENTIAL WATER METER STA: 109+09 RT 2 - 6" GV m
I (nP) FIRE HYDRANT m PROFESSIONAL ENGINEER'S SEAL
STA: 100+96 RT In
I� STA: 100+59.1 R STA: 113+73 RT
7 OFFSET: 15.0'
' O
BORE AND JACK
WATERLINE INSTALLATION REEDY BRANCH LANE N
10 X 70 SIGHT
SEE SHEET 6 O
CD I � TRIANGLE
V
�� \ tieADFCeCrRIC 67 66 65 64 63 62 61 60 59 58 57 56 - Z z ,--I
J Q
5 00 a O
ROADSIDE / SPECIAL DITCH SCHEDULE VERTICAL SCALE: 1" 5' � a V
ROAD SIDE BEGIN STATION END STATION DRAINAGE AREA 10-YEAR FLOW BOTTOM WIDTH (BW) DEPTH (D) LENGTH SIDE SLOPE (Z) AVE. SLOPE = O x C)
OR DITCH ID (STA) (STA) (AC) (CFS) (FT) (FT) (FT) (z:1) (0/0) LINING Q W Q
LT 100+70 112+50 3.9 9.8 0 1.5 1,180 4 2.5 GRASS W/ N.A.G. S75BN J
RT 100+75 112+50 4.2 10.6 0 1.5 1,175 4 2.6 GRASS W/ N.A.G. S75BN 0 W O
LT 112+50 114+00 4.4 11.1 0 1.5 150 4 1.5 GRASS W/ N.A.G. S75BN _
RT 112+50 113+12 4.3 10.8 0 1.5 62 4 2.7 GRASS W/ N.A.G. S75BN 50 0 25 50 100 C 0 LL LL O
RT 113+66 114+00 0.05 0.1 0 1.5 34 4 1.2 GRASS W/ N.A.G. S75BN UJ z 0
03 � a <
HORIZONTAL SCALE: 1" = 50' � � \
J �
255 255 N z
CONNECT TO EX. 8" a z Q
WATER M IN D J W
z0 a >
EX. 20" IIRW WA ILK MAIN
W Z
250 N 250 W Ln
0 W
W z a
245 245 LL
- _ a
N W = _
M
pq
- EX. GROUND AT o
6" RIDIR ROADWAY i L
240 50 VERTICAL BE D
(NP) F.H.
c
6" RJDIP WATERLINE IN STEEL 6"PV a
ENCASEMENT (50' MIN. LF) YLw
235 CONNECTION TO 2ND 451 VERTICAL BEND E 235
O
REVISIONS
4g/ INTERSECTION y
+ NCH)
ORE AND JACK 6 DIP CARRIER WITH A 12 STEEL
ENCASEMENT PIPE SHOULD EXTEND TO A MINIMUM a
F 3' BEYOND EX. EDGE OF PAVEMENT AND 3' LOW POINTS A: 113+50.00
230 - 230
L ITIES PRIOR T BORING. F.H. PVI EL 217.00'
LOCATION BD DEPTHOF EXISTING
PVI STA: 13+00.00
T
0 FgTT,kI gFNpr,TO MAKE 100. 0'VC
CONNECTION TO BACK S DE OF WATERLINE ^I
225 1 - 6" GV \ 225 =
Q
J
\ 1 Q
W
Q
220 220 z
o
(TYP) <7
6 PVC
z
I'I/AT 2
Vt
215 215 0
N
N
LU
AGENCY REVIEW ONLY
CONNECT TO PRO. 6" WATERLINE
210 1 - 210
2 - 6' GV
J
EX. GROUND AT ROADWAY C/L Scale: Drawn by: o
a�
PROP. C/L ROADWAY GRADE SEE SCALE BAR JRT
a
205 205 Sheet: Designed by: o
JRT E
0
I N n Cl) 00 V CA - O In to n N 00 Cl) 00 W IA ti IA S
to � � � � T fD�_ � � 00 � C31N fD V O NO 61 � r- � O NO T (fl I- � O NO 0) I` O � O cm � O � �
(6 I� Cn (V 00 C�) CV O CO I� (O CV CO ri_ _� (_6 Reviewed b
t �t (fl d' �t �t (y �t �t O �t O �t OO M fD N C N (y C7 � O (,.� O C') O N (�N N N M N N O N T N 00 I� fD �_ Y
N N N N N N N N M N M N M N co N M N co N (y N M N N N N N N N N N N N N N N N N N N N N N N L
111
N N N N N N N N N N N N N N N N N N N N N N N N N N N
4 of 1 JRT j
Project Number: Date:
100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00 111+00 112+00 113+00 114+00 22-004 01 MAY 2023