HomeMy WebLinkAboutW.2_WATER PLAN - EASTVV
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19.95 LF 8"59.72 LF 8"21.49 LF 8" 305.44 LF 8"32.19 LF 8"47.34 LF 8"50.41 LF 8"44.41 LF 8"
234.77 LF 8"17.95 LF 8"
17
.
95
LF
8"35.21 LF 8"41.33 LF 8"N: 727118.3624
E: 2451279.3917
2" BLOWOFF PER W12
N: 727118.5828
E: 2451259.4440
8" CROSS
8" GV (N)
8" GV (W)
8" GV (E)
N: 727119.2426
E: 2451199.7318
8" X 6" TEE
6" GV
N: 727132.2418
E: 2451199.8755
FIRE HYDRANT PER W8
13.00 LF 6"
N: 727160.8108
E: 2451178.7033
22.5° BEND
N: 727193.4845
E: 2451165.5904
22.5° BEND
11.25° BEND
N: 727203.6203
E: 2451150.7780
22.5° BEND
N: 727207.3161
E: 2451133.2143
11.25° BEND
N: 727209.9098
E: 2450898.4621
45° BEND
11.25° BEND
N: 727173.2581
E: 2450873.3822
22.5° BEND
11.25° BEND
N: 727119.4799
E: 2451178.2467
8" TEE
8" GV (N)
8" GV (W)
8" GV (E)
N: 727122.8544
E: 2450872.8253
8" TEE
8" GV (N)
8" GV (W)
8" GV (E)
N: 727136.2092
E: 2450840.7817
FIRE HYDRANT PER W8
N: 727123.2100
E: 2450840.6381
8" X 6" TEE
6" GV
13.00 LF 6"
RIM EL: 2577.15
N: 727190.0079
E: 2450862.0464
RIM EL: 2577.15
N: 727193.4647
E: 2450864.0591
RIM EL: 2577.97
N: 727213.9633
E: 2450938.8993
RIM EL: 2577.99
N: 727213.9189
E: 2450942.8990
RIM EL: 2578.52
N: 727212.7677
E: 2451047.1179
RIM EL: 2578.54
N: 727212.7235
E: 2451051.1176
FEET
0 20 40
WATER PLAN - EAST 6213 N. Cloverdale Rd. Suite 125 Boise, Idaho 83704 t.208.846.8955f.208.846.8956c.208.867.3954ross@ericksoncivil.com erickson civil DATE NO. REVISION PREPARED BY:PROJECT MANAGER:JOB NUMBER:PH: (208) 846-8955 FAX:(208) 846-8956 DRAWN BY: ERICKSON CIVIL, INC.- RKESHEET NUMBER:SHEET TITLE: DATE:
IDB2355OWNER:PROJECT TITLE:SAGARRA SUBDIVISION PHASE 1MERIDIAN, ID SAGARRA PHASE 1, LLC PROFESSIONALE
OHADIFOETATS
E R IC KSON
KSSOR1 0 8 1 3
NGIN
E
ERREG I STERED
6-9-23Plans Are Accepted For PublicStreet Construction- -7-5-23
LD-RSUB-2023-0013 & FP-2023-0008 & A-2023-0102W.2
1
1. DOUBLE WATER SERVICE PER W1 & W3 WITH 3
4" METERS AND 1"
SERVICE LINE SIZE.
2. SINGLE WATER SERVICE PER W1 & W2 WITH 3
4" METER AND 1"
SERVICE LINE SIZE.
3. DOUBLE WATER SERVICE PER W1 & W3 WITH 3
4" METERS AND 1"
SERVICE LINE SIZE. WATER METER IS LOCATED IN A TRAFFIC AREA
- PROVIDE HDPE VAULT AND COVER, OR 30" DIA. CMP WITH GRADE
RINGS AND MANHOLE RING AND COVER PER ISPWC SD-402. THE
COVER SHALL HAVE A 2" HOLE WITH RECESSED AREA FOR METER
TRANSMITTER. METER TILES ARE TO BE CENTERED WITH THE
5-FOOT WIDE CONCRETE SIDEWALK AND BE LOCATED 24" - 30"
NORTH OR EAST OF PROPERTY LINES. ADJUST FRAME AND COVER
TO MATCH FINISHED GRADE AND SLOPE.
4. SINGLE WATER SERVICE PER W1 & W2 WITH 3
4" METER AND 1"
SERVICE LINE SIZE. WATER METER IS LOCATED IN A TRAFFIC AREA
- PROVIDE HDPE VAULT AND COVER, OR 30" DIA. CMP WITH GRADE
RINGS AND MANHOLE RING AND COVER PER ISPWC SD-402. THE
COVER SHALL HAVE A 2" HOLE WITH RECESSED AREA FOR METER
TRANSMITTER. METER TILES ARE TO BE CENTERED WITH THE
5-FOOT WIDE CONCRETE SIDEWALK AND BE LOCATED 24" - 30"
NORTH OR EAST OF PROPERTY LINES. ADJUST FRAME AND COVER
TO MATCH FINISHED GRADE AND SLOPE.
5. MAINTAIN 18" OF VERTICAL SEPARATION BETWEEN WATER LINE
AND NON-POTABLE LINE. SEE WATER NOTES 2 & 3 ON SHEET C1.1
AND DETAIL 1/W.1.
6. C-900 STORM DRAIN - ADJUST WATER DEPTH TO CLEAR STORM
DRAIN (8" MIN . CLEAR). SEE SD SHEETS FOR ADDITIONAL
INFORMATION.
7. FIELD LOCATED AND CONNECT TO EXISTING 8" PVC WATER.
8. 3" WATER SERVICE, METER, & SETTER PER STD. DWG. W5 FOR
BACKUP PRESSURE IRRIGATION SUPPLY - NO BYPASS. SEE
LANDSCAPE PLANS FOR BACKFLOW PREVENTION REQUIREMENTS
AND CONTINUATION.
10. INSTALL WATER SERVICE UNDER SIDEWALK.
1. ADJUST WATER METER VALVES AND METER TILE LID TO MATCH
FINISHED GRADE AND SLOPE.
2. ADDITIONAL FITTINGS MAY BE REQUIRED FROM THOSE SHOWN ON
THE PLANS - IT IS THE CONTRACTOR'S RESPONSIBILITY TO
DETERMINE ALL NECESSARY FITTINGS REQUIRED TO CONSTRUCT
THE PROJECT AND INCLUDE ALL WORK AND MATERIALS IN THE
PROJECT BID - NO SEPARATE PAYMENT SHALL BE MADE.
3. CONTRACTOR SHALL ASSESS THE PROJECT SCOPE OF WORK AND
ALL EXISTING CONDITIONS PRIOR TO BID, AND INCLUDE ALL WORK
(INCLUDING SURFACE RESTORATION) IN THE BID.
4. RETAIN & PROTECT ALL EXISTING UNDERGROUND UTILITIES -
PROVIDE TEMPORARY SHORING AND SUPPORT AS NEEDED TO
RETAIN AND PROTECT WITHOUT DISRUPTION - NO SEPARATE
PAYMENT SHALL BE MADE.SEE SHEET W.1SEE SHEET W.1 W. MALBAR ST.
W. ORCHARD PARK DR.
W. DIRECTOR LN. (PRIVATE)N. BERGMAN AVE.1
2 1
1
1
1
3
4
3 4
3
75 55 5 55
6
5 5 5
55 5 5
5 5 555 5 5
6
6
30.00' CITY OFMERIDIANWATER & SEWEREASE.41 .94' EXISTING CITY OF MER
IDIAN
WATER & SEWER EASE.
20. 00' CITY OF MERIDIAN
WATER EASE.30.00' CITY OF MERIDIANWATER & SEWER EASE.30.00' CITY OF MERIDIAN
WATER & SEWER EASE.11.00'10' MIN.1 1.00'
10' MIN.10.50' 10' MIN.4.00'7.00'25.00' MIN.51
.
02
'
(
2
5
'
MI
N
.
)
6.00'
7.00'
EX. 8" WATER
EX. 8" WATER
8
DOMESTIC AND FIRE
SERVICES FOR LOT
34-2 WILL BE
TAPPED FROM THE
EXISTING ONSITE
WATER MAIN AS
PART OF A FUTURE
BUILDING PERMIT
5
9.50'9.50'
1
10.00'
3.00'
2
2.00'
3
5
5 5 5
1010 10
10
5
5
08/04/23
FP-2023-0008