HomeMy WebLinkAboutPublic Utility Plan CURVE TABLE � I
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CURVE# LENGTH RADIUS TANGENT DELTA CHORD BEARING CHORD LENGTH �� \\ \ \ \� \ \ // o� �' / ~�'� / O I7--71000
C1 173.78 300.00 89.40 33°1 1 21 N76°57 47 E 171 .36 \\ \ \ \\ �\ \\\\ _ CE�
_ 576- _ J-U-B ENGINEERS, INC.
C2 31.5 15.77' 6°01 '04" N62°25'42"E 31.49'' ' \\\ \ \\ \\ 1 � I W I I J \
R 1 2578578 / 6� \ w //I i /\ n I \\ Z c
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GIRR W OLINE# DIRECTION LENGTH UK. COBALT UH, I II - - - GIRR - -O , W9 "t0
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L1 S86°26'32"E 150.00' O - / \1 23+6$ ('� =
L2 N59°25'10"E 21 1cz
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/ -+� �`� kOQ ' / WATER NOTES 10 8"x6" TEE & THRUST BLOCK S4 8" SS PVC SEWER CROSSING WITH A 12" STEEL 2 Q m o 0 o o
STA. 20+41 .67, 15.03' L CASING PER COM STANDARD DWG SW1 & SW2 C500 ° 0 W
REMOVE EXISTING THRUST BLOCK AND BLOW OFF r , z Q z 2 m Q
w11 FIRE HYDRANT BOLLARD PER COM STANDARD s5 ROTATE SSMH CONE SO THAT I I A THES � Q a � w
ASSEMBLY AND CONNECT TO EXISTING 8 WATER AWAY FROM THE FUTURE ROADWAY CURB. SSMH a `�o m w o
DRAWING W10, TYP. 4 ll
/ MAIN STUB. CONTRACTOR TO DIG & VERIFY SIZE, LID SHALL BE SEALED TO PREVENT INFILTRATION. o g z o v_,
oz = � o >t w z
MATERIAL, AND DEPTH OF WATERLINE PRIOR TO 0 23 LF 6" C900 WATER LINE W O l z J I o
m � � Owm �
/ CONSTRUCTION. 2" BLOW-OFF ASSEMBLY PER COM SD-W13 ROADWAY W 0 o � 1 Q
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8" 22.5° BEND & THRUST BLOCK 17.39' L R1 30 FT WIDE GRAVEL ACCESS ROAD C500 HORZ 0 20 40 z o OT- j o U)� o
h / / STA: 20+20.74,
STA: 20+36. 1 1 , 17. 1 1 L 14 6" 22.5° BEND & THRUST BLOCK a o W o Q Q Fn
w3 8" C900 WATER CROSSING WITH A 12" STEEL 2 STA: 20+43.39, 19.75' L R2 40 LF JOINT TRENCH SLEEVES. 2!6 C900 � � W � Z 00
e IDAHO POWER SLEEVES AND 4-6 DRY UTILITY w
CASING PER COM STANDARD DWG SW1 & SW2. C-soo VERT 0 5 10 J � � w Q �� �
�d / ��d _ „ 15 8" GATE VALVE STEEL SLEEVES. TOP OF CASING ELEVATION TO SCALE IN FEET uj
< � zo w � w w w
w4 39 LF 8 C900 WATER LINE
$ - - STA: 20+48.91 , 12.34' L MATCH 8" WATER MAIN CASING. COORDINATE m = l I
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1 - -- --- - - -�-- � � 2ZO Lzo
16 LF 8" C900 WATER LINE SANITARY SEWER NOTES NOCATION STALLATIONTH IDAHO POWER PRIOR TO � o � Q � M N
� w6 FIRE HYDRANT ASSEMBLY PER COM STANDARD
DWG W8 S1 CONNECT TO EXISTING SANITARY SEWER MAIN E IDIAN'
o GRADING
STA: 20+43.40, 38.50 L AND REMOVE EXISTING CLEANOUT. W``�`P."m`""
Oa'gnb Co nSuppl.m.nl.l Sp.cA<alio
W7 IE: 2564.05 G1 GRADING LIMITS X.
N 170 LF 8 C900 WATER LINE LOW PT STA: 21+97.02
s2 STANDARD MANHOLE PER ISPWC STANDARD DWG rrPi?3 ••Y:
LOW PT ELEV: 2579.29 j.{'ZL;.
w8 8" 1 1 .25° BEND & THRUST BLOCK SD-501 PVI STA: 22+12.02
N STA: 22+41 .02, 14.08' R PVI ELEV: 2579.37 W
o ° s3 T-TYPE CLEANOUT PER COM STANDARD DWG S1 . K:17.87 • • ',� C�
z w9 8 22.5 BEND & THRUST BLOCK CAP FOR FUTURE EXTENSION Lvc: 30.00 Z
o STA: 22+03. 10, 6.27' R li
F- 2585 2585
rnr Nr O
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a ± N N N END STA: 22+39.76 V (n z
o EXISTING GRADE N v N w 2 20% MATCH TO EXISTING - Lu Q
F FINISHED GRADE AT ROADWAY FUTURE 48" AT ROADWAY C) > - - - - - - - - - Z
W 2580 SUBTRACT 1 .5' FOR SUBGRADE GRAVITY IRRIGATION �--4' > m 2580
H
2' COVER COVER 0° / J Q
0 U.52% IL
z START STA: 17+96.76 / EXIST NG 8" W/L Z
c� EG: 2575.36 , - � w
W
W - - - - \�� - - - - - - - - - - - - W
Z 2575 - - - /
- - - - - - - - - - \ 2575 > Lu
- - - - - - - - - - - - - - - - - - - - - - - - - - - - /
I / 8" C900 WATER J
0 LU
0 STA: 0+76.27 2.63' L STA: 21 +74.05 9.54' R Q
'' MEGA G 45° BEND 8" DI MEGALUG 45' BEND 8" DI J
N 2570 INV: 2573.94 INV: 2574.33 8" s 2570 Q W
m �
Q
W 0 35 LF 8" PVC ® 0.40% 0
0 14 LF 8" PVC ® 0.40% V
m
2565 r42F 8" PVC ® 0.40% 2565
o CO 1
STA: 20+43.84, 9.99' R
z BEGIN CASING
> RIM: 2576.04 END CASING
INV OUT: 2565.01 8" NE 20+93.00, 12.95 R
( ) 21+80.00, 30.94 R
o P OF CASING I
EXISTING CLEANOUT
TO
66 R STA:
W 2560 MH 1 STA: 20+90.00, 1.09' R MEGALUG STA: 21 6 531BEND 1W/ 4 LF RIM: 2580.93 0, 29.83' R 2560
0 STA: 20+80.18, 7.95 R ELEV: 2568.50 RESTRAINT LENGTH EACH SIDE INV IN: 2564.05 8"(W)
a RIM: 2578.52 TOP OF CASING INV OUT: 2564.05 8 E FILE: 10 20 143_C 201
m INV IN: 2564.87 8 (SW) STA: 21+60.00, 8.88 R INV: 2567.65 8" " JUB
o z » ( ) RAWNOBY: JGC 0 143
m ui INV OUT: 2564.77 8 (E) ELEV: 2568.50 MH-2
DES0 2555SM
2555 CHECKED ED BY:GN BY: DDSM
STA: 22+30, 30.59' R
m RIM: 2580.67 ONE INCH
a D STA: 20+82.22 0.94' L INV IN: 2564.21
AT FULL SIZE, IF NOT ONE
N MEGALUG 45° BEND W/ 4 LF INV OUT: 2564.11 NCH SCALE ACCORDINGLY
T o RESTRAINT LENGTH EACH SIDE LAST UPDATED:1/20/2022
N \ 2550 INV: 2567.65 8" 2550 SHEET NUMBER:
0
N �
T 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21 +00 21 +50 22+00 22+50 23+00 C-201
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