10-Discovery Park Ph 2 Water PlansVANVANVANVANVANV
A
NVANSTOPSTOPSTOPSTOP
ST
O
P
STOPFINISHSTART12VAN VAN
VAN9.98 LF 8"
95.41 LF 8"290.18LF8"11.83 LF 8"
9.07 LF 8"
351.57
LF8"
105.06 LF 8"
48.93 LF 8"68.25 LF 8"
13.11 LF 6"
N: 84647.6042
E: 461670.2935
45° BEND
N: 84646.4165
E: 461660.3806
45° BEND
N: 84560.3320
E: 461619.2358
11.25° BEND
45° BEND
N: 84548.8904
E: 461616.2444
8" X 6" TEE
GV (W)
N: 84552.2585
E: 461602.5372
FIRE HYDRANT
14.11 LF 6"
N: 84411.5039
E: 461585.4880
2" METER & SETTER
N: 84407.5214
E: 461585.8619
2" METER & SETTER
4.00 LF 4"
33.01 LF 4"
5.00 LF 4"
4" TEE
2" X 4" RED.
2" X 4" RED.
90° BEND
11.25° BEND
N: 84439.4905
E: 461565.6316
90° BEND
11.25° BEND
4" X 2" TEE
2" G.V. (N)
220 LF 2"
N: 84414.8549
E: 460973.6272
FIIELD LOCATE AND CONNECT
SHOP TO NEW WATER SERVICE
N: 84259.5669
E: 461655.6212
8" X 6" TEE
GV (W)
N: 84144.0099
E: 461472.3072
FIRE HYDRANT
216.5
3
L
F
6"
8.50 LF 6"
90° BEND
N: 84286.9652
E: 461618.7791
2" METER & SETTER
N: 84284.2338
E: 461620.0480
2" METER & SETTER
11.25° BEND
40.04 LF 4"4.00 LF 4"
244.4
3
L
F
4"
4" TEE
2" X 4" RED.
2" X 4" RED.
90° BEND
11.25° BEND
N: 84242.2134
E: 461617.5327
90° BEND
11.25° BEND
11.25° BEND
N: 84071.4012
E: 462099.7848
8" X 6" TEE
GV (S)
N: 84058.2888
E: 462099.7798
FIRE HYDRANT
N: 84071.3754
E: 462168.0377
12" X 8" TEE
GV (N, S, W)178.61 LF 12"N: 83892.7630
E: 462167.9701
2" BLOWOFF 76.85 LF 12"N: 84715.2154
E: 462194.7812
12"X8" TEE
GV (N, S, E)
33.00 LF 8"
N: 84715.2029
E: 462227.7812
2" BLOWOFF
N: 84375.2697
E: 462171.3071
N: 84408.1937
E: 462172.9153
N: 84694.1868
E: 462194.7732
11.25° BEND
EXISTING
8" WATER
N: 84494.6678
E: 461096.0792
N: 84347.9164
E: 462116.6663
1" METER & SETTER
N: 84120.0795
E: 461405.8060
N: 84125.4877
E: 461364.7060
41.45 LF 4"
21.03 LF 12"169.84 LF 12"N: 84346.7635
E: 462170.6989
N: 84224.7630
E: 462168.0957
N: 84524.8402
E: 462181.8304
12" x 6" TEE
6" GV (W)
33.18 LF 6"
N: 84527.3687
E: 462148.7467
FIRE HYDRANT
N: 85027.3684
E: 462162.8992
FIRE HYDRANT
235.29 LF 12"116.99 LF 12"32.97 LF 12"
28.51 LF 12"122.03 LF 12"153.39 LF 12"N: 84805.1219
E: 461192.3412
0+00 1+001+06.15
0+11.83
0+69.33
EG: 2747.20
24" GAS IE: 2739.87±
0+48.45
EG: 2746.93
22" GAS IE: 2742.10±
0+27.58
1+002+002+391+12.00
2+13.18
1+38.98
EG: 2750.69
22" GAS IE: 2747.77±
1+65.96
EG: 2750.65
24" GAS IE: 2745.32±
N: 84494.6650
E: 461088.9518
N: 84769.8412
E: 461228.3102
N: 84035.4626
E: 461323.9384
N: 84051.0030
E: 461317.7538
N: 84389.5751
E: 461999.0661
N: 84408.2976
E: 462002.2969
N: 84056.6213
E: 461868.8442
1" METER & SETTER
4" X 2" TEE
4" X 2" RED (W)
2" G.V. (N)
374.54 LF 4"
45.00 LF 2"45.00 LF 2"
N: 84500.6330
E: 461191.1190
2" TEE
1" X 2" RED (W)
1.5 X 2" RED (E)
N: 84505.6409
E: 461186.1201
2" TEE
1.5" X 2" RED (E & W)
113 LF 1"114.28 LF 1"N: 84772.2882
E: 461234.6909
N: 84490.1799
E: 461040.9911
1.5" TEE
1.5" X 1" RED (NW & SW)
1" G.V. (NW & SW))
N: 84492.6912
E: 461034.0765
N: 84413.8530
E: 460955.9328
N: 84056.2250
E: 461840.8918
10.43 LF 1"
19.00 LF 1.5"
150 LF 1.5"
N: 84418.6615
E: 461974.3603
N: 84028.8818
E: 461281.8664
N: 84009.4124
E: 461324.6442
41.05 LF 1.5"
5.95 LF 1.5"
69.24 LF 1.5"
1.5" TEE
45.89 LF 1"76.85 LF 12"N: 85027.3684
E: 462162.8992
FIRE HYDRANT
32.00 LF 6"267.86 LF 12"N: 85027.3563
E: 462194.8992
12"X6" TEE
GV (W)
N: 85295.2189
E: 462195.0005
2" BLOWOFF
WATER-GAS CROSSING #2 PROFILE
2736
2740
2744
2748
2752
2756
2760
2736
2738
2740
2742
2744
2746
2748
2750
2752
2754
2756
2758
2760
0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60
0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+6024" GAS2' MIN. SEPARATION22" GAS2' MIN. SEPARATION101.18'
WILLIAMS PIPELINE
EASEMENT
FINISHED GRADE
@ PIPE C/L
APPROXIMATE
EXISTING GRADE
@ PIPE C/L
WATER-GAS CROSSING #1 PROFILE
2730
2732
2736
2740
2744
2748
2752
2730
2732
2734
2736
2738
2740
2742
2744
2746
2748
2750
2752
2754
-0+80 -0+60 -0+40 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40
-0+80 -0+60 -0+40 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40
78.57'
WILLIAMS PIPELINE
EASEMENT
22" GAS24" GAS2' MIN. SEPARATION2' MIN. SEPARATION15" GI
FINISHED GRADE
@ PIPE C/L
APPROXIMATE
EXISTING GRADE
@ PIPE C/L 6213 N. Cloverdale Rd.Suite 125Boise, Idaho 83704t.208.846.8955f.208.846.8956c.208.867.3954ross@ericksoncivil.comericksoncivilPROFESSIO N AL E
OHADIFOETA
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1 0 8 1 3
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RRE G I STERE
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DATENO.REVISIONPREPARED BY:PROJECT MANAGER:JOB NUMBER:PH: (208) 846-8955FAX:(208) 846-8956DRAWN BY:ERICKSON CIVIL, INC.-RKESHEET NUMBER:SHEET TITLE:DATE:6-22-21
IDB19075OWNER:PROJECT TITLE:DISCOVERY PARK PHASE 2MERIDIAN, IDCITY OF MERIDIAN---Plans Are Accepted For PublicStreet Construction--ORIGINAL SIGNED PLAN SET ON FILE AT ERICKSON CIVIL, INC.CZC SUBMITTAL (PRELIMINARY NOT FOR CONSTRUCTION)APPROVED FORCONSTRUCTIONIDAHO--ORIGINAL SIGNED PLAN SET ON FILE AT ERICKSON CIVIL, INC.6-22-21
WATER PLANC.UT.1
FEET
0 50 100
DISCOVERY PARK
PHASE 1
PINNACLE SUB.SEE SHEET C.UT.1
R400.00'R400.00'
SEE SHEET C.UT.1
12.00'20.00'R600.00'94.32' 12" DIA. STEELCASING W/8" WATERPER SW1 & SW2101.18' 12" DIA. STEELCASING W/8" WATERPER SW1 & SW220.00 LF OF 24" DIA. STEELCASING W/12" WATERPER SW1 & SW2 INSTALLED3' CLR. UNDER GI61.00' ROW
SEWER - SEE SHEET C.UT.2
SEWER - SEE SHEET C.UT.2
SEWER - SEE SHEET C.UT.2
SEWER - SEE SHEET C.UT.2
SEWER
SEE SHEET
C.UT.2
EXISTING CONCESSIONS
1
1.ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE CITY OF MERIDIAN CURRENT
SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC.
2.SEE THE PROJECT GEOTECHNICAL REPORT AND SHEET C4.2 FOR EARTHWORK
REQUIREMENTS.
3.SEE ELECTRICAL PLANS FOR TRANSFORMER LOCATION, SITE ELECTRICAL, AND STREET
LIGHTS.
4.ALL TRAFFIC RATED SEWER CLEANOUTS SHALL HAVE CONCRETE COLLARS PER ISPWC
SD-506A.
5.CONTRACTOR SHALL PROVIDE CONSTRUCTION STAKING FOR ALL UTILITY INSTALLATION.
6.CONTRACTOR SHALL PROVIDE ALL TRAFFIC CONTROL PLANS AND TRAFFIC CONTROL AS
REQUIRED.
7.ALL TRENCHING AND BACKFILL FOR UTILITY INSTALLATION SHALL MEET STRUCTURAL FILL
SPECIFICATIONS AS PROVIDED IN THE PROJECT GEOTECHNICAL REPORT. SEE SHEET C1.1
"WATER NOTES" FOR ADDITIONAL REQUIREMENTS.
8.PROVIDE CONCRETE COLLARS FOR ALL VALVES, MANHOLES, AND CLEANOUTS PER THE
ISPWC.
9.ALL 4", 8" AND 12" WATER PIPE SHALL BE AWWA C-900 DR18.
10.ALL 2" WATER SERVICE LINES DOWNSTREAM OF THE METER SHALL BE POLYETHYLENE PIPE,
200 PSI, DR7, AWWA/ C906, PER ISPWC DIVISION 400 - PROVIDE ALL TRANSITION FITTINGS.
11.PLUMBING CONTRACTOR SHALL PROVIDE TERMINATIONS FROM THE SITE UTILITY STUBS
SHOWN, AND MAKE CONNECTIONS TO BUILDING.
12.ALL SURFACE RESTORATION INCLUDING BUT NOT LIMITED TO ASPHALT PAVEMENT,
CONCRETE PAVEMENT, SIDEWALK, AND CURB AND GUTTER ARE INCIDENTAL TO UTILITY
WORK. CONTRACTOR SHALL ASSESS JOB CONDITIONS, AND SCOPE OF WORK, AND INCLUDE
ALL SURFACE RESTORATION AS REQUIRED TO COMPLETE THE WORK IN THE BID - NO
SEPARATE PAYMENT SHALL BE MADE.
13.SEE STORM DRAIN PLAN FOR STORM DRAIN PIPE INVERT ELEVATIONS AT WATER MAIN
CROSSING LOCATIONS. AT CROSSING LOCATIONS, WATER MAIN SHALL BE INSTALLED TO
PROVIDE VERTICAL SEPARATION BETWEEN THE WATER MAIN AND THE NON-POTABLE MAIN IN
ACCORDANCE WITH 1/C.UT.1. CONTRACTOR SHALL INVESTIGATE CROSSING REQUIREMENTS
AND INCLUDE ALL WORK IN THE BID - NO SEPARATE PAYMENT SHALL BE MADE.
14.RIM ELEVATIONS SHOWN ARE AT THE CENTER OF THE COVER - COVER SHALL SLOPE TO
MATCH SURROUNDING GRADES.
15.THE SITE UTILITY CONTRACTOR SHALL CONSTRUCT THE DOMESTIC WATER SERVICE LINE
FROM THE DOWNSTREAM SIDE OF THE METER TO THE BUILDING.
16.ADJUST WATER METER VALVES AND METER TILE LID TO MATCH FINISHED GRADE AND SLOPE.
17.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.
18.ALL WORK, INCLUDING TRENCHING AND BACKFILL WITHIN THE WILLIAMS PIPE LINE
EASEMENT SHALL BE COMPETED IN ACCORDANCE WITH THE "WILLIAMS DEVELOPER'S
HANDBOOK". MATERIAL FOR TRENCH BACKFILL FROM THE TOP OF PIPE BEDDING TO
SUBGRADE SHALL BE TYPE-1 BEDDING CHIPS PER ISPWC SECTION 305.
19.NO WATER SYSTEM FITTINGS ARE ALLOWED WITHIN THE WILLIAMS PIPELINE EASEMENT.
CONTRACTOR SHALL LOWER WATER LINE DEPTH TO PROVIDE A MINIMUM OF 2-FEET CLEAR
BETWEEN THE BOTTOM OF THE LOWEST GAS LINE AND THE TOP OF THE WATER MAIN, OR
WATER MAIN CASING AS APPLICABLE. ALL WORK SHALL BE INCLUDED IN THE BID, INCLUDING
FITTINGS - NO SEPARATE PAYMENT SHALL BE MADE.
20.NO WATER MAIN JOINTS ARE ALLOWED WITHIN 5-FEET OF THE EXTERIOR WALL OF THE
WILLIAMS PIPELINE GAS LINES.
Notes
1.RETAIN & PROTECT EXISTING SEWER.
2.RETAIN & PROTECT EXISTING WATER.
3.EXISTING OVERHEAD POWER - SEE ELECTRICAL PLANS FOR RELOCATION REQUIREMENTS
4.RETAIN & PROTECT EXISTING TELEPHONE AND FIBER OPTICS - POTHOLE AND DETERMINE
THE EXACT HORIZONTAL AND VERTICAL LOCATION OF EXISTING LINES WITHIN THE WORK
AREA PRIOR TO START OF CONSTRUCTION. NOTIFY ENGINEER IMMEDIATELY IF EXISTING
UTILITIES CONFLICT WITH ANY PLANNED IMPROVEMENTS.
5.MAINTAIN 18" OF VERTICAL SEPARATION BETWEEN WATER LINE AND NON POTABLE LINE.
SEE WATER NOTES 2 & 3 ON SHEET C1.1, AND DETAIL 3/C.UT.5.
6.NEW 2" WATER SERVICE, METER, & SETTER PER STD. DWG. W4.
7.2.0" WATER SERVICE STUB - PROVIDE REDUCER/FITTINGS AS REQUIRED - SEE PLUMBING
PLANS FOR CONTINUATION.
8.FIELD LOCATE AND CONNECT TO EXISTING 8" WATER. REMOVE EXISTING WATER AND
BLOWOFF DOWNSTREAM OF NEW WATER CONNECTION. PROVIDE TYPE-P SURFACE
RESTORATION.
9.DRINKING FOUNTAIN WATER SERVICE AND DRAIN - (SEE 3/C.UT.5). DRINKING FOUNTAIN BY
OTHERS.
10.1" REDUCED PRESSURE BACK FLOW PREVENTER FOR SITE WATER SUPPLY - (SEE DETAIL
2/C.UT.5).
11.POTHOLE EXISTING GAS LINE AND DETERMINE EXACT BOTTOM OF PIPE ELEVATION PRIOR
TO START OF CONSTRUCTION. COORDINATE POTHOLING WITH WILLIAMS PIPE LINE.
12.4.0" WATER SERVICE STUB - PROVIDE REDUCER/FITTINGS AS REQUIRED - SEE PLUMBING
PLANS FOR CONTINUATION.
13.CONNECT TO 2" WATER STUB FROM BUILDING.
14.INSTALL STEEL CASING, WATER MAIN, PLASTIC SKIDS, WATER TIGHT BOOTS, AND
APPURTENANT MATERIALS AS PER CITY OF MERIDIAN STD. DWG. SW1 & SW2 AND THE
CURRENT EDITION OF THE WILLIAMS DEVELOPER'S HANDBOOK.
15.FIRE HYDRANT PER STD. DWGS. W8 & W9.
16.2" BLOW OFF ASSEMBLY PER STD. DWG. W12.
17.INSTALL STEEL CASING, WATER MAIN, PLASTIC SKIDS, WATER TIGHT BOOTS, AND
APPURTENANT MATERIALS AS PER CITY OF MERIDIAN STD. DWG. SW1 & SW2.
18.DRINKING FOUNTAIN WATER SUPPLY VALVE BOX - (SEE 3/C.UT.5). LOCATE VALVE BOX IN
PLANTER.
19.SINGLE WATER SERVICE PER W1 & W2 WITH 1" METER AND 1" SERVICE LINE SIZE.
20.2" REDUCED PRESSURE BACK FLOW PREVENTER FOR SITE WATER SUPPLY - (SEE DETAIL
2/C.UT.5).
21.FROST FREE YARD HYDRANT - (SEE 4/C.UT.5).
22.SITE WATER SUPPLY - (SEE 1/C.UT.5).
23.1" SITE DRINKING FOUNTAIN SUPPLY FROM BUILDING - SEE PLUMBING PLANS FOR
CONTINUATION.
24.1.5" SITE WATER SERVICE SUPPLY FROM BUILDING - SEE PLUMBING PLANS FOR
CONTINUATION.
Keyed Notes
2
55
5
5
5
5
6
6 6
6
7
8
11
11
RETAIN & PROTECT EXISTING
WILLIAMS GAS PIPES - PROVIDE WILLIAMS
PIPELINE 48-HOURS NOTICE PRIOR TO PERFORMING
ANY WORK WITHIN THE WILLIAMS PIPELINE EASEMENT
A REPRESENTATIVE FROM WILLIAMS PIPELINE SHALL BE
ONSITE AT ALL TIMES WHILE WORK IS BEING
PERFORMED WITHIN SAID EASEMENT75.00'WILLIAMS PIPELINEEASEMENT20.00'35.00'20.00'75.00'WILLIAMS PIPELINEEASEMENT20.00'35.00'20.00'RETAIN & PROTECT EXISTING
WILLIAMS GAS PIPES - PROVIDE WILLIAMS
PIPELINE 48-HOURS NOTICE PRIOR TO PERFORMING
ANY WORK WITHIN THE WILLIAMS PIPELINE EASEMENT
A REPRESENTATIVE FROM WILLIAMS PIPELINE SHALL BE
ONSITE AT ALL TIMES WHILE WORK IS BEING
PERFORMED WITHIN SAID EASEMENT
12
14
17
15
15
15
5
19
10
16
16
16MERIDIAN
RURAL
FIRE
35.50'
(25' MIN)
28.00'
(25' MIN)
28.00'
(25' MIN)
10.00'
15.00'
15.00'
10.00'
16.80' VARIES
(10' MIN)
5
5
5
15.41' VARIES
(10' MIN.)
9
SEWER - SEE SHEET C.UT.2
14
SEE WATER-GAS CROSSING #1 PROFILE
ON THIS SHEET
SEE WATER-GAS CROSSING #2 PROFILE
ON THIS SHEET
RESTROOM /
CONCESSIONS
FINISHED FLOOR
EL: 2748.13
15
15
18
18
9
18
9
18
9
10
19
20 20
EXISTING MAINTENANCE SHOP
FINISHED FLOOR EL: 2746.46
5
5
21
21
21
332 LF 1.5"
338 LF 1.5"
58 LF 1.5"
SHELTER #1
SHELTER #2
22
22
22
22
23
24
10
133 LF 1.5"
184 LF 1.5"7.00'5