HomeMy WebLinkAboutW.1_WATER PLAN - WESTV
VVVVV VV
IRV
IRV
IRV
IRV
JB
JB
VJB
JB
IR V
N: 727127.2289
E: 2450476.8703
8" X 6" TEE
6" GV
N: 727140.2281
E: 2450477.0139
FIRE HYDRANT PER W8
N: 727197.6982
E: 2450794.1220
45° BEND
11.25° BEND
N: 727126.8678
E: 2450509.5539
8" TEE
8" GV (N)
8" GV (W)
8" GV (E)
N: 727123.7330
E: 2450793.3048
8" TEE
8" GV (N)
8" GV (W)
8" GV (E)
N: 727211.1330
E: 2450774.0283
22.5° BEND
11.25° BEND
N: 727214.1960
E: 2450510.5187
90° BEND
73.97 LF 8"24.05
LF
8"
263.77 LF 8"87.33 LF 8"N: 727128.4414
E: 2450367.1378
22.5° BEND
N: 727120.2250
E: 2450344.2911
8" TEE
8" GV (E)
8" GV (N)
22.5° BEND (E)
22.23
LF 8"
109.74 LF 8" 32.69 LF 8"283.77 LF 8"
RIM EL: 2576.11
N: 727218.5785
E: 2450521.1772
RIM EL: 2576.57
N: 727217.5735
E: 2450612.1380
RIM EL: 2577.11
N: 727216.3690
E: 2450721.1629
RIM EL: 2577.13
N: 727216.3248
E: 2450725.1627
13.00 LF 6"
RIM EL: 2576.55
N: 727217.6177
E: 2450608.1382
6213 N. Cloverdale Rd. Suite 125 Boise, Idaho 83704 t.208.846.8955 f.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, LLCPROFESSIONALE
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.1
FEET
0 20 40
WATER PLAN - WEST 1
POTABLE & NON POTABLE PIPE CROSSING
NON POTABLE PIPE PROVIDE
TEMPORARY PIPE SUPPORT
AND SHORING AS REQUIRED
18" MIN10'10'
POTABLE LINE
45° BEND
45° BEND
45° BEND
45° BEND
C-900 AS REQUIRED TO
ACHIEVE CLEARANCE
C-900 AS REQUIRED
TO ACHIEVE
CLEARANCE
USE CHIPS TO BACKFILL TO
SPRING LINE OF THE
PIPE THAT IS ABOVE
THE WATER PIPE
(MAIN OR SERVICE)
W.1
1
NOTES:
1. CONTRACTOR SHALL CONSTRUCT WATER UNDER NON-POTABLE PIPE IF 18" OF
CLEAR VERTICAL SEPARATION CANNOT BE ACHIEVED. THE POTABLE LINE
SHALL BE LOWERED AS SHOWN TO PROVIDE 18" MIN. VERTICAL CLEARANCE
BETWEEN THE EXTERIOR WALL OF THE POTABLE AND NON-POTABLE LINES.
2. WATER SERVICE AND MAIN PIPING SHALL HAVE A MINIMUM OF 48" COVER
BASED ON FINISHED GRADES.
3. CONTRACTOR SHALL ASSESS CROSSINGS PRIOR TO BID AND INCLUDE ALL
WORK AND MATERIALS IN THE BID - NO SEPARATE PAYMENT SHALL BE MADE.
4. PROVIDE JOINT RESTRAINTS ON ALL FITTINGS.
5. PROVIDE THRUST BLOCKS PER ISPWC.
6. CONTRACTOR SHALL ASSESS CROSSINGS PRIOR TO BID AND INCLUDE ALL
WORK AND MATERIALS IN THE BID - NO SEPARATE PAYMENT SHALL BE MADE.
7. SEE STORM DRAIN, SEWER AND PRESSURE IRRIGATION PLANS FOR ADDITIONAL
INFORMATION.SEE SHEET W.2SEE SHEET W.2 N. ARLISS AVE.W. ORCHARD PARK DR.
W. DIRECTOR LN. (PRIVATE)
W. MALBAR ST.
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. RE-COLLAR EXISTING WATER VALVE PER W11.
6. 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.
7. FIELD LOCATED AND CONNECT TO EXISTING 8" PVC WATER.
8. C-900 STORM DRAIN - ADJUST WATER DEPTH TO CLEAR STORM
DRAIN (8" MIN . CLEAR). SEE SD SHEETS FOR ADDITIONAL
INFORMATION.
9. INSTALL WATER SERVICE LINES 3.0' MIN. FROM FUTURE TRASH
ENCLOSURE.
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.
2
1 1
1 11 1
3
3
3
7 66 6 6 6 6 6 6 6 6
6 6
6 6
6
6 6 6 6 6 6 6
6
8
8
7
6 7.00'11.00'10'MIN.12.50'
10'
MIN.
5.50'7.00'10.50'10'MIN.4.00'25.00' MIN.14.47'(10' M
IN
.)25.00' MIN.EX. 8" WATER
EX. 8" WATER
39.15' EXISTING CITY OF MERIDIAN
WATER
& SEWER
EASE.30.00' CITY OF MERIDIANWATER & SEWER EASE.30.00' CITY OF MER
IDIAN
WATER & SEWER EASE.
20.00' CITY OF MERIDIAN
WATER EASE.
EX. 8" WATER
5
8
30.24'
(25' MIN.)
DOMESTIC AND FIRE
SERVICES FOR LOT
2-2 WILL BE TAPPED
FROM THE EXISTING
ONSITE WATER MAIN
AS PART OF A
FUTURE BUILDING
PERMIT
2. 44'
9.50' 9.50
'
10. 00'
7.
00'
4 3
9 10 101010
6 66
08/04/23
FP-2023-0008