CC - Norco Utility Sewer Plan N. ;� A
30 15 0 30 60 90 SE 1' ►TAT ER PLAN & PROFILE
SCALE IN FEET
1" = 30' I I� - - -� I �X' I NORC O - MERIDIAN
PORTION OF SW 1/4 SECT. 16> > ,
T3N. R.1E. B.M.
' • o E o MERIDIAN, ADA COUNTY, IDAHO
uji�'�1 • • EXIST. CLEAN OUT �
170043'28" i8„w 8„w -----8„ "--- a„w a a" wj z
' SEWER AA/N LINE C1htea,
13f00 04
/2+00 /1+00 A—� 1Of00 v] a
8" STUB OUT / I 8 .g 6• g g■ 9's tee' —tea"S a"
GENERAL NOTES
i EXIST. SSMH-3
I. These Plans are Preliminary for General Concepts and Planning and are NOTCONST. SSMH-3-1 UP P E for Construction.
STA 13+70.44 uP U OP, UP UP ue UP UP UP f U
-`- _ 2. All construction work shall be done in accordance with the current version of
o the Idaho Standards for Public Works Construction (ISPWC), the City of
Meridian Supplemental Specifications to the ISPWC, the requirements of the
i Ada County Highway District (ACHD) and/or the requirements of the Idaho
Transportation Department OTD). The more stringent of any of these
standards shall be the controlling standards or specifications.
2660 /3+00 /2+00 //+00 /0+00 3 2660 Op,►'Z�
3. Silverstone Way is currently under construction. Locations and elevations of
o y water and sewer features are per the plans by the Land Group for
a /3+60.45 o o o; "Silverstone Road Extension" and do NOT represent As—Built conditions.
� I END OF SITE'
* N IMPROVEMENTS
2655 `^ '' °�`' 2655 4. Not all Existing Features are Shown.
� � •. � •.
WhW �v
n W
5. All storm drainage to be retained on site.
-----�r-- --
�� ------- 6. Street improvements to be built to A.C.H.D. k�SgTL 1,
-------�-------------- ii I I I 2650 F
SEWER AA/N LINE C
l" = 30' HOR. i i REA0VE EXIST.
l" = 6' VERT n CLEANOUT 1
2645 i1 1 1 2645 O4 NF5
EXIST. SEWER LOCAT/ON if EL Ell
11 ARE PER LAND GROUP PLANS FOR
-------- �� S/LVERSTONE'ROADWAY
CONST. 305.E L.F. 8�71"PVC® 0.458 ii EXTENSION. i CONSTRUCTION LEGEND
2640 8"INV/N= 41..93
--------------------- 2640
7: 8"INV OUT= 41..83 C ONNECT TO EXIST. 8"LINE 8'/NVl = 40.17t e• SANITARY SEWER LINE (8") w/MANHOLE
STA /0+62.9t 8"INV 041T= 40.07t e•�,i—� WATER LINE (8") w/VALVE
STUB OUT 2 L.F. 8"INV= 40.45t
OF 8"LINE VERIFY LOCATION& INV. FP FIRE SERVICE BY FIRE PROTECTION
2635 2635
/4+00 /3+00 /2+00 //+00 /0+00 "SD STORM DRAIN LINE (8")
VERT. CURB w/SPILL GUTTER
6" EXTRUDED CURB
�, ,' �' , ® ® 1000 GALLON SAND & GREASE
TRAP w/ TRAFFIC RATED LID
CR m
1500 GALLON SAND & GREASE V
w ® ® TRAP w/ TRAFFIC RATED LID Z
OMw 14+00 CONST. MONITOR WELL CD® it • C 2 I ii w E
INDICATES POSSIBLE POTABLE WATER/NONPOTABLE W cn ••
WATER CONFLICT. SEE WATER NOTE 4 w m Z
CONST. SSCO-2-2 's I 1 O z ~
STA 13+65 13+Op F' o ------- 2655------- DESIGN CONTOUR — I' INTERVAL v
Lj
w
UP �'s S�IYER A1A/^/L/ °` a o CD
o
NEB EXIST. CLEANOUT b ,� z f i o o
Lip8• ,d O 170°57'9• N ' w a
12+ O _ Z
I LIP .� UP _ Ii+00 rN 10 00 I / SILVERSTONE EXTENSION LEGEND J X
0---- - s —UP ;� a"� a°s (UNDER CONSTRUCTION, SEE LAND GROUP PLANS) w v
/ �=up CONST. SSMH-2-1 ; I I N 3
Sta 12+09.23 - I e"S SANITARY SEWER LINE (8") 0
EXIST N
\ . SSMH-2 Q. �o
\ --------------- uP I e"w WATER LINE (8") W N o
P U P UP UP 15"IRR GRAVITY IRRIGATION LINE (15") J 1
aOD CL
� MANHOLE W
\ ` 4•w 4•w 0
/ cod CLEAN OUT cw Q
o
® WATER VALVE
UZZ& \ I VERTICAL CURB & GUTTER
CD
30 15 0 30 60 90 CREEk — I EP EDGE OF PAVEMENT
— I o
SIDEWALK O m M
SCALE IN FEET
I" = 30' w
1.4
\ EXISTING FEATURES LEGEND G4 A 3 z e v
it
(SEE ALTA TOPOGRAPHIC SURVEY) Q 0..4 M _ N
3 — — BOUNDARY LINE �4 p ~
2660 /3+00 /2+00 //+00 /0+00 2660 a W j
o — CENTER LINE + (n O
PARCEL LINE W a U
Ri EASEMENT LINE _J N a =
55 v 2655 26
W W x FENCE LINE Q' O N \ a
ti
W= y o m W UP UNDERGROUND POWER LINES a N N o
o F/N/SHED GRADE 1 I G� �i (�1 L� Ir
C/L 1 I 2647 EXISTING CONTOUR - I INTERVAL O O O L w C
o�hW o oho it m Z a -°
2650 �� W� v�n�� 1 I I 2650 �'+ Z — O_ o
11
v 3 11 __ ___ --1 !----- ---------- H
O
--------- ------
------- -__ EXIST. SEWER LOCATION&ELFV.
---- ---------- -------------- EXIST. GROUND
ARE PER LAND GROUP PLANS FOR w
----------- -
2645 SEWER 4A/N LINE B 11 SILVERSTOW ROADWAY N
EXTENSION. 2645
30' 140R.
13*53.92 /" = 6' VERT 11 REMOVE EXIST.
END OF SITE 11 CLEANOUT i i REV:
IAPROVEAENTS i 1
n 1 1
2640 CONST. 195.0 L.F. 8"PVC#0.451 CONST. 96.5 L.F. 8"PVC 0.45Z i i 1 1 2640
81/ V= 40.25 _ ------------------iLJ
8"IN IN=39.27 CONNECT TO EXIST. 8"LINE 8"INV/N=38.50t
8"IN OUT= 39.37 STA 10+73.5t 8"INV 0 T=38.40t
8"INV=38.84t
2635 11 1 1 1 VERIFY LOCATION If IM! 2635
/4+00 /3+00 /2+00 //+00 /0+00
C2 . 5
4149—Civil.dwg 04-25-17 11 15 09 dks DWG\4149—Civil
mar