HomeMy WebLinkAboutSW4240602_Plansheet - Other_20241121 (2) KEY NOTES
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OA NEW TAPPING SLEEVE AND VALVE. COORDINATE TIE-IN TO EXISTING I CD
MAIN WITH THE DAVIE COUNTY UTILITIES DEPARTMENT. BACKFILL TO BE W W Z N
COMPACTED TO 100%OF MAXIMUM DRY DENSITY.CONTRACTOR TO FIELD Lu LL 00 00W Z
LOCATE AND VERIFY SIZE OF EXISTING WATER LINE AND NOTIFY
ENGINEER OF ANY DIscREPENCIEs. NEW SANITARY SEWER IN SCREENED ¢ Q U`
oD Lj � O
C� r=
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OB USE'U'CONNECTION AT EXISTING WATER MAIN TAP CONNECTIONS. SEE BACKGROUND SHOWN FOR J cn 4.Q� - o 0
DETAIL 2.06 ON SHEET C6.6. REFERENCE ONLY. REFER TO SHEETS w = �; z = o
C8.1-C8.3 FOR DETAILED DESIGN. cU LO " Q 0 I-
CO NEW SUBDIVISION SIGN IN ACCORDANCE WITH DAVIE COUNTY Q z J Q O� 5
STANDARDS. Q > o o �'� �
O � U)
Z '- O J Z Cm co Cm
OD NEW STOP SIGN IN ACCORDANCE WITH NCDOT STANDARDS. 14 OQ ¢O (if J 2 L6 00 N
26,606 SF = w w co , -6
OE NEW STREET SIGNS IN ACCORDANCE WITH NCDOT STANDARDS. Q W Q _(D .-
Z WU) cor- Fu
OF NEW 24"WHITE STOP BAR IN ACCORDANCE WITH NCDOT STANDARDS. 15 S88° 17'58.99"E _0 C7 U) Z co c9 �
cn
16,550 SF 71.11 (D w Y �OC� 3
NEW LIGHT DUTY ASPHALT PAVEMENT. PROVIDE 2"S9.5C SURFACE = J O U) C v
COURSE ON 8"COMPACTED ABC BASE COURSE. 16 - 201 - - > ti Z 0 x U_
18,714SF - - X Q U � � aL �
CONTRACTOR SHALL BORE AND JACK BENEATH GUN CLUB ROAD. 1 "RCP _INV:69.65
PROVIDE 25 LF(MINIMUM)16"STEEL ENCASEMENT PIPE(0.250"WALL 17
THICKNESS). BORE SHALL BE IN ACCORDANCE WITH NORTH CAROLINA 20,877 SF
DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS.
PROVIDE MECHANICAL RESTRAINED JOINT PIPE AND FITTINGS FROM 21+00 _ _ _ _ 22+00
TAPPING SLEEVE AND VALVE TO 40'MINIMUM BEYOND THE END OF THE 18 -
ENCASEMENT PIPE. DUCTILE IRON PIPE-TR FLEX RESTRAINED JOINT 23,041 SF
PIPE MAY BE USED. Zo}oo FIRM LICENSE C-1891
I W - INV:829.84
19 N75°47'09.11"E SMT . 102 moo I$„R Iu++4rrr
I 25,204 SF 436.97 10 v��L� E 19+0 / ,\ W _ - - - -I . ��Q-�N �AR��i --
10 x70 RAY F. SPARKS s o \ , I p F E55 0'.. 'OP ':
SIGHT ESMT DOROTHY H. SPARKS 20 W 200 I 1-6" PLUG W/GONG =. p
PIN:5861994219 31,935 SF - W goo PVCW�L , . o' �I� I THRUST BLOCKING _ ;a L 9
10'X20' DB 00887, PG 0040 1$+00 6 G L-102.22 O 19701
SIGN ESMT W 0-cn I [(i!'
L=195.76 RA=95.911 UILLI �` v ' `•
R=600.00 W I '��� C'1E�' �.`
A=18.69 \ 1-6"x6" HYD TEE M,CP+VC_
- - - +00 2 " GATE VALVES > z
_ - 1� \� W 101 + 12 -FH ASSEMBLY
o C - - - - - / W ESMT \ 100 24,296 SF 13 Nlp
C� n� D F 1g.�-00 , . 1� UT�\-� \ 11 25,044 SF I BAITINGER TRUST
F 0 r 11+00 - I 12+00 �� W ��/ Q \o \ 22,126 SF I PIN:5871080645
o I-
n N C 00 1` y �- o> - 13+00 o S W Np P P �. u \
6�Q] 10 _! N a - "� DB 1234, PG 0672
- 14+00 15+00
BL 10 \� � \ W W W W � � N'15o, Pv � 19,955 SF G�\�'� I �
m
_ ° 6 C900 P C W/L W W 5 ao W _ -
_ N81 46 52 4 E co - - - - - W W _ - 1-6"x6" HYD TEE g \�
�P E 64.44 - - - - - - - - 1-6" GATE VALVE 17,785 SF
A B - - . - . - - - - -
m I - - • - . - . - • - • 1-FH ASSEMBLY \
x 1-6 x6 HYD TEE L=11o.s2 Q
� I 1-6" GATE VALVE R=500.00 8 \
Z_
� I A=12.70 S85°31' 11.94"E \ � J
�m m 1-FH ASSEMBLY 214.36 7 15,614 SF \ LL] Q O
R, I 1 16,375 SF 3 14,722 SF \ \ rr nn
14,851 SF 10,474 SF 4 \ V J (n U
10'x70' 10,461 SF 10,595 SF 11,8 3 SF LLI Y 2
Y Q o x SIGHT ESMT Q
� � mo � �
(_n Lu O
a = � as m 1-6"x6" TAPPING [if � Z
_ 0 a o SLEEVE &VALVE O Z Z
} � Z y USE "U" CONNECTION LL] Q
a s GRAPHIC SCALE p J Q
40 0 20 40 80 160 `n 0
0 � Q m = Q
LL Z
DEBORAH P. 00
CORNATZER ( IN FEET ) Lu
PIN:5861981445 1 inch = 40 ft. (horizontal) m
DB 0437, PG 0922 - 1 inch = 4 ft. (vertical)
HIGH POINT ELE = 8 9.9 LOWPOINT E EV 845.37 HIGH POINT LE = 840.219
HIGH POINTS A= 11+ 7. 7 LOWP IN S A= 4+ 5.4 HIGH OI T TA 19 24.53
rn - - _
C9 P I E EV 850.94 P I E EV 845.56
P I LE = 8 9.8
o A. ._ - .15/0 A. .= 1.25°o O A. .= 3.2 % rn co 0
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