HomeMy WebLinkAboutC9_Preliminary Profiles PRELIMINARY ENGINEERING FOR = oN
SEWER LINE G PROFILE
REVEILLE RIDGE SUBDIVISION N
� T
_j
W .T
Cc
SEWER LINE H PROFILE LOCATED IN S 1/2 OF THE NE 1/4 AND THE N 1/2 OF THE SE 1/4 •i Z
2770 W 2770 N SEWER LINE PROFILE OF SECTION 5, T.2N., R.1.E., B.M. �CITY OF MERIDIAN, ADA COUNTY, IDAHO Z
Z
00 � 2770 ao � �% Z 2770 � 2024 .= a
ON � � Zoo 2770 00 00 00 2770 = C�
scorn ^ . . � M Z
2760 �co� I< „ 2760 NpM M M � c W
+� z � SSMH G2 I�i � � N N N SSM H2 00N N �+ W a
2NN + � S A:6+ 9.27 � C4 � o � ^ •� W
SSMH F2 STA:4+17.25 2760= - - - � � � . ^ N 2760 � � � N N N Z o
STA:3+92.47 N N z z RIM:2747.01 N > > > INV IN:27 2.60 "SW = ' N + ^ Y
RIM:2747.68 INV OUT:2730.41 8"E N N R Z Z z + z 2760= - - - 2760 cQ
INV UT:27 2.50 NE _ � - o � a >> > j °o �
INV IN:2729.14 WIN 750 2750 SMH 1 N H Z Z N N EE Z Z Z /r� o
INV IN:2729.14 8 W - - __ _ _ _ STA: +13. 6 N N - - SSMH 11 N Ln
INV OUT:2729.04 8"S 2750 - - 2750 / STA:3+38.50 V CN m
INV IN:2732. 0- - _ -- -- RIM:2753.18
INV 0 T:273 .10 8 E -- 2750 27 INV IN:2731.09 8"E
274 2740 SSMH H4 INV OUT:2730.99 8"W
R M:2747 81 �SSTERN��2�,
�pN L
2740 740 INV OUT:2733.28 8"SE a� Q`�
2740 2740 D� rRIG`TcJ
2730 2730
63 LF 8" PVC CO. 09�
(67 LF C 8" PVC ®0.60� 2730 - �D q gP
(151 L C-C) W408 PVC 00.60%
(69 LF C-C) 2730 2730
" " 8 LF 8" PVC ®0.40% DAV D A. BAILEY P.E.
CHECKED
•
2720 272Q PVC c�o.4o�
135 LF 8" PVC ®0 40�
2+00 3+00 4 �C! 7 (7 LF -C) (42 LF C C) (12 LF C-C) BY:
(139 LF ) DAB/DES
2720 2720
2+00 3+00 4+00 5+00 6+00 7+00 8+00 2720 2720
2+00 3+00+49
SEWER ENE J PROFILE
2780 Li 2780
3::ln
Z -00 LU 00 .
00000 :sco N
NS
N _ � s2770 t�
�
F
s2�7i�70
00r - ao
LC
W) Mr- Z� 00 � r, r 00vi 00 .+r- N �
uu
20N - - 0 L M �[j N
04
M 276C z - z STA: 5+95 57
N N iRzz>N > 00 N STA:17�+i
8 2.46
N N RIM:2750.28
-- - - - - - - / NV 0 T:273 .68 8 SE INV OUT:2738.63 8"E
2750 -- - - __ ___ _ -- � _ _ _ -- -- - 2750
2740 2740
' 00 L C-C 13 L 8" PVC @0.40%
" T,
F C-C
34 LF C -C
334,
343 LF C C (1 9 F C-C)
2730 „ 44 LF 8" PVC 0. 0�730
(109 LF C C) (48 LF C C)
c�
fN
O �
Z
W W
W m
2720 2720 Q
2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 17+82 Z o Q
O 0
� W �
Q_ W
� O m
N
W M N
p N O
O N
N
W I �_
W Q O
N I
" O
W p
SEWER NE K PROFILE
SEWER LINE M PROFILE � Z � "
SEWER If� E PROF E (�
2770 �, 27?0 z U
2780 2780
W N7,00
2780 2780 � co ( Z
-00
N _
N 0 _ � _
W 00 aD M I, o; Lo • to .co ro I n
S MH K (o �� vi J�--
ORM r- C4 V
U) STA:4 64.5 to co 00 27 60m 0060 0
2770 W 2770 M rnM Q + � N + r • o = N0 -
Go � rn INV I :2739. 3 8" 2770 . NN NH77P = � Nz MN N »N 001� ' co 't � I, I, N S .. .. Q ZZ I V OUT 2739. 3 8 u- N H (n - » � z�r � � r� Nr TA:3+38.54 NN� z
co ' � r � N �\ � QNz�zp IM:2757.87 Z
�! N ? / 1 N N z z I V IN:2733.61 8"E„ 2750 - - 2750
276Q= - - 2760 / INV OUT:2733.51 8 W -
N z z z / 1 SSMH K2 2760 / 2760 m W
NNiR - - - 1 STA:5+16.61 - - � -
RIM:2753.52
NV OUT:2739.54 8"W 2740 2740
2750 ) 2750
2750 2750
8 LF 8" PVC ®0.40% 0.
(12 LF C-C)
2730 2730 W 1
2740 2740
(2 5 LF -C 2740 2740 108 LF 8" PVC C�(1 12 LF C-C) 101 L 8" PVC ®0.40% W
8 LF 8" PVC ®0.60% 1 5 LF C-C)
Q
2 LF C-C)
2 � -
2730 720 2720 2730 W
2730 2730
135 LF 8" PVC 0.40%
(139 L C-C 8 LF 8 PVC 00.60%
(12 LF C-C) 2710 2710
e
2720 2720 2+00 3+00 4+C}927 W
2+00 3+00 4+00 5*407 2720 2720 J >-
2+00 3+0(3+49 e J
.J W 0
w J
W
HORIZONTAL SCALE 1 "=100'
VERTICAL SCALE 1 "=10' 1
DATE:
09-13-2023
PROJECT:
100 0 50 100 200 C2023-001
SHEET
SCALE IN FEET p . 9A
1"=100'