HomeMy WebLinkAboutPublic Utility Plan PRELIMINARY ENGINEERING PROFILES FOR " oo
SEWER ICE A PROE EE _ oc6
STORMCREST SUBDIVISION
.__ F
Z co
2550 2550 LOCATED IN N 1/2 OF SECTION 4 Z q
w T.3.N., R.I.W., B.M. z
00 00 to z scn N CITY OF MERIDIAN, ADA COUNTY, IDAHO = QJ
O 11
00 Mn . _ SEWER ENE B PROE EE 2026
NO Nu M000 0 .
Q + � Z QOMNO 1 � � NN � Ncfl • � w
2 + N — + � z a n •• •• N SSMH A-5 2560 2560 �' Lu `�
2rhN — O + Lo Z 100 6 Lf� Q > •• •• = � N _ _ QNr) STA:6+30.73
cNnc~i� � z NN � zz � Lo
' � » z: o RIM:2535.67 » '� tS o �
z cn M
2540 �'`� z z � Q Z It§4J62522.15 8 S W w o
cncnF _ > Ld
-- -----_ SSMH B-2 j W
\ — — S A:7+18.28 "
— — _ RIM:25 0.95 °° w
INV IN:2523.31 8"S
IN IN:2523.31 8"E
2550 INV OUT:2523.21 8"N N 00 2550 oS sA
sn id 00 O � �� 4- Fa ��
00 °° co Lo ri N
00 00 Lo N
2530 2530 00 00 00 o N N N ;' o N SSMH B-4 �� U
� O N� 04 � N m � Z � STA:8+14.71 �TF OF
_ o RIM:2541.33 �q
M co O O N = �n N z z o N �e � >> INV OUT:2523.92 8"N A. 6 P
rI � � � � N N � ZZ
N NH NHS » >
+ u) z z � (nNEZ Zz CHECKED BY:
� N
2 - - U
DAVID A. BAILEY P.E.
ng � z zz — - - --- DRAWN BY:
254T U) w - - - - - 2540 DES
1 LF C- )° 103 — — — — —— — — — — — ——
Lr
• 15 LF C-C — _
2520 16 2520
45 LF 8" PVC 00.42%
(49 LF C-C)
2530 2530
2510 2510
1
1 126 LF C-C)
393 L C-C
77—
2520 25 LF 8" PVC 0.42% 2520
(29 LF C-C)
6 LF 8" PVC 00.62%
2500 2500 (67 F C-C)
2+00 3+00 4+00 5+00 6+00 6+31
2510 2510
2+00 3+00 4+00 5+00 6+00 7+00 8+a-@ 15
SEWER LINE C PROF LE
2550 �, w 00 w u, 2550
SSMH C-2 cn z 00 SSMH C-
00 0000 00 00 Lq STA: +48.34 r- STA:5+28.44
ca cn N RIM:2539.46 r RIM:2539. 5
00 N � � � INV IN:25 4.46 8"S SEWER E E PROFILE
� � � N N � INV IN:2523. 2 8"NE o � � � � »
o10 N a, Ln , I 23.82 ``� •N N N N INV OUT:2 24.36 8 NW
+ Z U 00 M N N H SSMH C-5
= � NZ zo SSMH -1 + Loz z_ = STA:5+86.46LD
N 2560 2560
U > > > STA:4+1 .75 Q > > > RIM:2539.72
cncnxz z z RIM:253 .69 N N z z z INV OUT:2524.82 8"N
INV IN:2523.68 8"E o
2540 - - - _ - _ -Nv UT:25- - "W — — — 540
-- - - — SEWER ENE D P R O E EE N
LLI
z
2550 25,5 N
W Un Z co looz W z
�_ �_ 0 2550 N w � Lu OD 2 0
00 O � 4 4N� N 000 0
� � � NN N rM r7r) ' N
I .
� N UPON NH NN0) N N � 4N LL
2530 2530 1 Lo + � � I �, �, ry O N
� �
01� 00 2 � NZ ZU m — � N NH � � � NN MLoLo (n
+ 1n0 � Q � > > = � LoZ Zo W (D � CVH N � � N 0 V /
= ENO (n ') ERZ KZ .. Z NMH 0> (nH � » > 2 � N — � + Lo LL
Z (n (n0' Z ZZ >> 21� N0 e
2540 2540 � ~
_ _ _ _ - -- - - --- - -- - - �n �no- ZZ `n ~ E >
� � o- Z
215 LF C-C 54 LF 8" PVC ®0.62% 2540 - -- - 2540
30 LF 8" PVC 0.42% (58 L C-C)
(34 L C C) I�D
2520 2520
32 LF 8" PVC 00. 2%
(36 LF C C)
40 LF 8' PVC 00.42%1 bi w
(44 LF C- ) V
2530 2530 Ld )
2530 2530 Z
LJ
2510 2510 LF c c z rr nn
2+00 3+00 4+00 5+00 5+86 V ,
° W
2520 2520 L ==2 261 LF C-C
2520 2520 U
Q
Z 0
- I J
2510 — 2510J0
e
4+75 4+00 3+00 2+00 W
2510 2510
3+00 4+00 5+00 6+00 7+0'0+21510 I
DATE:
04-23-20
HORIZONTAL SCALE 1 "=50' PROJECT26
VERTICAL SCALE 1"=5' C2024-014
50 0 25 50 100 SHEET
SCALE IN FEET
1"=50' 1p p 53