11-Discovery Park Ph 2 Sewer PlansHORIZ. SCALE: 1" = 50'
VERT. SCALE: 1" = 5'SEWER LINE A (STA 1+15 TO 16+65)
2722
2724
2728
2732
2736
2740
2744
2748
2752
2756
2760
2722
2724
2728
2732
2736
2740
2744
2748
2752
2756
2760
0+80 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+65
0+80 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+65
367.46' OF 8" SDR 35 PVC @ 0.442%
114.52' OF 8" SDR 35 PVC @ 0.427%
379.56' OF 8" SDR 35 PVC @ 0.422%
291.86' OF 8" SDR 35 PVC @ 0.423%
342.90' OF 8" SDR 35 PVC @ 0.422%
FINISHED GRADE @ PIPE C/L
APPROXIMATE EXISTING
GRADE @ PIPE C/L
FINISHED GRADE @ PIPE C/L
APPROXIMATE EXISTING
GRADE @ PIPE C/L
78.06'
WILLIAMS PIPELINE
EASEMENT
22" GAS24" GAS2' MIN. SEPARATION2' MIN. SEPARATION3" W8" W48" SSMH-11+15.00, 0.00RIM: 2743.938" IE IN: 2725.97 (NE)8" IE OUT: 2725.87 (W)48" SSMH-24+86.45, 0.00RIM: 2743.898" IE IN: 2727.69 (E)8" IE OUT: 2727.59 (SW)48" SSMH-36+04.97, 0.00RIM: 2744.218" IE IN: 2728.28 (E)8" IE IN: 2728.28 (N)8" IE OUT: 2728.18 (W)4" IE IN: 2729.01 (S)48_ SSMH-49+88.53, 0.00RIM: 2746.638" IE IN: 2729.98 (SE)8" IE OUT: 2729.88 (W)48" SSMH-512+84.39, 0.00RIM: 2748.028" IE IN: 2731.31 (NE)8" IE OUT: 2731.21 (NW)48" SSMH-616+31.29, 0.00RIM: 2749.138" IE IN: 2732.86 (N)8" IE OUT: 2732.76 (SW)VANVANVANVANV
A
NSTOPSTOP
ST
O
P
STOP1+00 2+003+004+005+00 6+00 7+00 8+00 9+00
1
0
+
0
0
1
1
+
0
0
1
2
+
0
0
13+0
0
14+0
0
15+0
0
16+0
0 17+0048" SSMH-1
1+15.00, 0.00
RIM: 2743.93
8" IE IN: 2725.97 (NE)
8" IE OUT: 2725.87 (W)
48" SSMH-2
4+86.45, 0.00
RIM: 2743.89
8" IE IN: 2727.69 (E)
8" IE OUT: 2727.59 (SW)367.46' OF 8" SDR 35 PVC
@ 0.442
%
48" SSMH-3
6+04.97, 0.00
RIM: 2744.21
8" IE IN: 2728.28 (E)
8" IE IN: 2728.28 (N)
8" IE OUT: 2728.18 (W)
4" IE IN: 2728.61 (S)
114.52' OF 8" SDR 35 PVC @ 0.427%
48_ SSMH-4
9+88.53, 0.00
RIM: 2746.63
8" IE IN: 2729.98 (SE)
8" IE OUT: 2729.88 (W)
379.56' OF 8" SDR 35 PVC @ 0.422%
48" SSMH-5
12+84.39, 0.00
RIM: 2748.02
8" IE IN: 2731.31 (NE)
8" IE OUT: 2731.21 (NW)
2
9
1
.
8
6
'
O
F
8
"
S
D
R
3
5
P
V
C
@
0
.
4
2
3
%
48" SSMH-6
16+31.29, 0.00
RIM: 2749.13
8" IE IN: 2732.86 (N)
8" IE OUT: 2732.76 (SW)
342.90' OF 8" SDR 35 PVC @ 0.422%
299.78' OF 8" SDR 35 PVC @ 0.426%
342.9
0'
O
F
8"
S
D
R
3
5
P
V
C
@
0.
4
2
2
%
N: 84359.17
E: 461052.46
8" IE: 2727.03
4" IE: 2727.69
N: 84413.24
E: 460968.22
4" IE: 2739.36
31.41 LF 4" @ 2%
N: 84416.87
E: 460999.63
4" IE: 2738.66
78.23 LF 4" @ 15.8%
N: 84131.54
E: 461351.41
4" IE: 2741.59
SEE PLUMBING
FOR CONTINUATION
5.49 LF 4" @ 2%83.71
LF
4
"
@
2%80.00 LF 4" @ 2%80.00 LF 4" @ 2%82.00 LF 4" @ 9.76%N: 84136.56
E: 461353.63
4" IE: 2741.48
N: 84208.79
E: 461311.32
4" IE: 2739.81
N: 84287.40
E: 461296.51
4" IE: 2738.21
N: 84366.02
E: 461281.70
4" IE: 2736.61
13+74.83
8" IE: 2731.68
14+52.89
8" IE: 2732.01
13+95.64
EG: 2748.88
22" GAS TOP: 2745.55±
14+16.46
EG: 2748.62
24" GAS TOP: 2743.12±
4+75.68
9+43.21
17+33.42
N: 84416.86
E: 460968.21
4" IE: 2739.29
3.62 LF 4" @ 2%6213 N. Cloverdale Rd.Suite 125Boise, Idaho 83704t.208.846.8955f.208.846.8956c.208.867.3954ross@ericksoncivil.comericksoncivilPROFESSIO N AL E
OHADIFOETA
T
S
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1 0 8 1 3
NGIN
E
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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
C.UT.2
FEET
0 50 100
SEWER LINE A (STA 1+15 TO 16+65)SEE SHEET C.UT.3
SEWER LI
NE A
SEWER LINE A
S
EW
E
R
L
I
N
E
A
SEW
E
R
LI
N
E
ASEWER LINE BSEE SHEET C.UT.4
139°
10
1
°99°79°136°
105°
127°
15.75'129.54'RESTROOM /
CONCESSIONS
FINISHED FLOOR
EL: 2748.13
WATER
SEE SHEET C.UT.1
WATER
SEE SHEET C.UT.1
WATER
SEE SHEET C.UT.1
WATER
SEE SHEET C.UT.1
WATER
SEE SHEET C.UT.1
WATER
SEE SHEET C.UT.178.06' S
T
E
E
L
CASI
N
G
W/8"
S
E
W
E
R
1.MAINTAIN 18" OF VERTICAL SEPARATION BETWEEN WATER LINE AND
NON-POTABLE LINE. SEE WATER NOTES 2 & 3 ON SHEET C1.1 AND DETAIL
1/C.UT.4.
2.TRAFFIC RATED CLEANOUT PER ISPWC SD-506A WITH CONCRETE
COLLAR. (NO CONCRETE COLLAR WHEN CLEANOUT IS LOCATED IN
PORTLAND CEMENT CONCRETE AREA)
3.SEWER SERVICE - 4" DIAMETER TYPE "B" PER ISPWC SD-511.
4.POTHOLE EXISTING GAS LINE AND DETERMINE EXACT HORIZONTAL AND
BOTTOM OF PIPE ELEVATION PRIOR TO START OF CONSTRUCTION.
COORDINATE POTHOLING WITH WILLIAMS PIPE LINE.
5.INSTALL 78.06 LF OF STEEL CASING, CARRIER PIPE, 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.
1
1.ALL WORK, INCLUDING TRENCHING AND BACKFILL WITHIN THE WILLIAMS
PIPE LINE EASEMENT SHALL BE COMPETED IN ACCORDANCE WITH THE
"WILLIAMS DEVELOPER'S HANDBOOK".
2.WITHIN THE WILLIAMS PIPELINE EASEMENT TRENCH BACKFILL MATERIAL
FROM THE TOP OF PIPE BEDDING TO SUBGRADE SHALL BE TYPE-1
BEDDING CHIPS PER ISPWC SECTION 305.
3.SEWER SERVICES SHALL BE 4" DIAMETER TYPE "B" PER ISPWC SD-511.
4.8" GRAVITY SEWER MAIN SHALL BE PVC SDR 35, ASTM D3034 PER THE
CITY OF MERIDIAN STANDARDS.
5.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.
6.ALL SEWER MANHOLES (SSMH) SHALL BE 48" DIAMETER AS INDICATED ON
THE PLANS, AND BE PROVIDED AN INSTALLED IN ACCORDANCE WITH THE
CITY OF MERIDIAN STANDARDS AND SPECIFICATIONS.
7.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.
8.PROVIDE ALL TEMPORARY IRRIGATION DITCHES AND PIPES AS REQUIRED
TO COMPLETE THE NEW IMPROVEMENTS. ALL EXISTING DITCHES SHALL
HAVE TEMPORARY REROUTING PROVISIONS SUCH THAT THE FLOW OF
IRRIGATION WATER, AND DRAINAGE OF SURFACE WATER ACROSS THE
SITE REMAIN UNINTERRUPTED THROUGHOUT THE DURATION OF
CONSTRUCTION.
9.SEE "RD" SHEETS FOR ROADWAY IMPROVEMENT PLANS.
10.SEE "GI" SHEETS FOR GRAVITY IRRIGATION IMPROVEMENT PLANS.
11.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.
12.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.
13.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.
14.PLUMBING CONTRACTOR SHALL PROVIDE TERMINATIONS FROM THE SITE
UTILITY STUBS SHOWN, AND MAKE CONNECTIONS TO BUILDING.
1
1
1
1
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
75.00'WILLIAMS PIPELINEEASEMENT20.00'35.00'20.00'2
2
2
2
2
3
3
4
5EXISTING MAINTENANCE SHOP
FINISHED FLOOR EL: 2746.46
5
61.00' ROW
76.50' ROW
8" SEWER BY OTHERS
138°
REMOVE EXISTING CLEANOUT
CONNECT TO EXISTING 8" PVC SEWER
1
1
2
FIELD LOCATE EXISTING SEWER STUB
AND CONNECT SHOP TO NEW SEWER SERVICE
1
SEWER LINE A STA 16+65 TO 25+03.06
2722
2724
2728
2732
2736
2740
2744
2748
2752
2756
2760
2764
2722
2724
2728
2732
2736
2740
2744
2748
2752
2756
2760
2764
16+65 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 25+40
16+65 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 25+40
299.78' OF 8" SDR 35 PVC @ 0.426%
396.00' OF 8" SDR 35 PVC @ 0.424%
166.01' OF 8" SDR 35 PVC @ 0.425%
25+03.06
8" IE: 2736.73
HORIZ. SCALE: 1" = 50'
VERT. SCALE: 1" = 5'
FINISHED GRADE @ PIPE C/L
APPROXIMATE EXISTING
GRADE @ PIPE C/L
6" W12" SD12" SD18" GI48" SSMH-719+35.06, 0.00RIM: 2747.888" IE IN: 2734.24 (N)8" IE IN: 2734.24 (E)8" IE OUT: 2734.14 (S)48" SSMH-823+35.06, 0.00RIM: 2748.848" IE IN: 2736.02 (N)8" IE OUT: 2735.92 (S)15+0016+0017+00
18+00
19+00 20+00 21+00 22+00 23+00 24+00
25+00
48" SSMH-6
16+31.29, 0.00
RIM: 2749.13
8" IE IN: 2732.86 (N)
8" IE OUT: 2732.76 (SW)
48" SSMH-7
19+35.06, 0.00
RIM: 2747.88
8" IE IN: 2734.24 (N)
8" IE IN: 2734.24 (E)
8" IE OUT: 2734.14 (S)
299.78' OF 8" SDR 35 PVC @ 0.426%
48" SSMH-8
23+35.06, 0.00
RIM: 2748.84
8" IE IN: 2736.02 (N)
8" IE OUT: 2735.92 (S)
396.00' OF 8"
SDR 35 PVC @ 0.424%
166.01' OF 8" SDR 35 PVC @ 0.425%342.90
'
OF
8
"
SDR
3
5
PVC
@
0
.422%
46.00' OF 8" SDR 35 PVC @ 0.438%
N: 84727.2210
E: 462227.7857
8" IE: 2734.44
17+33.42
20+46.7820+26.78
1+001+48N: 85127.2210
E: 462180.0005
8" IE: 2736.73
STA: 25+03.06, 0.00
22+35.20
SEWER LINE C STA 1+00 TO 1+48
2728
2732
2736
2740
2744
2748
2752
2756
2760
2728
2732
2736
2740
2744
2748
2752
2756
2760
0+00 1+00 2+00 3+00
0+00 1+00 2+00 3+00
46.00' OF 8" SDR 35 PVC @ 0.438%
1+48.00
8" IE: 2734.44
8" W48" SSMH-719+35.06, 0.00RIM: 2747.888" IE IN: 2734.24 (N)8" IE IN: 2734.24 (E)8" IE OUT: 2734.14 (S)6213 N. Cloverdale Rd.Suite 125Boise, Idaho 83704t.208.846.8955f.208.846.8956c.208.867.3954ross@ericksoncivil.comericksoncivilPROFESSIO N AL E
OHADIFOETA
T
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E R IC K SONKSSO
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1 0 8 1 3
NGIN
E
E
RRE G I STERE
D
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
SEWER LINE A (STA 16+65 TO 25+03.06)C.UT.3
FEET
0 50 100SEE SHEET C.UT.2(SEWER)SEE SHEET C.UT.1(WATER)SEWER LINE ASEWER L
INE
A90°1
2
7
°5.00'20.00' 12" DIA. STEEL
CASING W/8" SEWER
PER SW1 & SW2
1.MAINTAIN 18" OF VERTICAL SEPARATION BETWEEN WATER
LINE AND NON-POTABLE LINE. SEE WATER NOTES 2 & 3 ON
SHEET C1.1 AND DETAIL 1/C.UT.4.
2.T-TYPE CLEANOUT PER STD. DWG. S1.
3.INSTALL 20 LF OF STEEL CASING, CARRIER PIPE, 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.
1
1.ALL WORK WITHIN THE WILLIAMS PIPE LINE EASEMENT
SHALL BE PERFORMED IN ACCORDANCE WITH THE
CURRENT EDITION OF THE WILLIAMS DEVELOPER'S
HANDBOOK.
2.SEWER SERVICES SHALL BE 4" DIAMETER TYPE "B" PER
ISPWC SD-511.
3.8" GRAVITY SEWER MAIN SHALL BE PVC SDR 35, ASTM D3034
PER THE CITY OF MERIDIAN STANDARDS.
4.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.
5.ALL SEWER MANHOLES (SSMH) SHALL BE 48" DIAMETER AS
INDICATED ON THE PLANS, AND BE PROVIDED AN
INSTALLED IN ACCORDANCE WITH THE CITY OF MERIDIAN
STANDARDS AND SPECIFICATIONS.
6.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.
7.PROVIDE ALL TEMPORARY IRRIGATION DITCHES AND PIPES
AS REQUIRED TO COMPLETE THE NEW IMPROVEMENTS.
ALL EXISTING DITCHES SHALL HAVE TEMPORARY
REROUTING PROVISIONS SUCH THAT THE FLOW OF
IRRIGATION WATER, AND DRAINAGE OF SURFACE WATER
ACROSS THE SITE REMAIN UNINTERRUPTED THROUGHOUT
THE DURATION OF CONSTRUCTION.
8.SEE "RD" SHEETS FOR ROADWAY IMPROVEMENT PLANS.
9.SEE "GI" SHEETS FOR GRAVITY IRRIGATION IMPROVEMENT
PLANS.
10.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.
11.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.
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.PLUMBING CONTRACTOR SHALL PROVIDE TERMINATIONS
FROM THE SITE UTILITY STUBS SHOWN, AND MAKE
CONNECTIONS TO BUILDING.
1
DISCOVERY PARK
PHASE 1
WATER
SEE SHEET C.UT.1
2
3
MERIDIAN
RURAL
FIRE
9
4
°
1
7
6
°
180°
1
1 2
15.64' - VARIES(10' MIN.)2
3
2
SEWER LINE C 15.00'65.00' ROWROW VARIESSEWER LINE C (STA 1+00 TO 1+48)
SEWER LINE B STA 1+00 TO 5+58.44
2722
2724
2728
2732
2736
2740
2744
2748
2752
2756
2760
2764
2722
2724
2728
2732
2736
2740
2744
2748
2752
2756
2760
2764
0+80 1+00 2+00 3+00 4+00 5+00 5+90
0+80 1+00 2+00 3+00 4+00 5+00 5+90
96.16' OF 8" SDR 35 PVC @ 1.020%
259.50' OF 8" SDR 35
P
V
C
@
0
.
9
6
0
%
HORIZ. SCALE: 1" = 50'
VERT. SCALE: 1" = 5'
FINISHED GRADE @ PIPE C/L
APPROXIMATE EXISTING
GRADE @ PIPE C/L
22" GAS24" GAS2' MIN. SEPARATION2' MIN. SEPARATION75.13'
WILLIAMS PIPELINE
EASEMENT
15" GI90.81' OF 8" SDR 35 PVC @ 1.905%
EXISTING 8" SEWER @ 2.36%
(FROM EXISTING RESTROOMS)48" SSMH-31+00.00, 0.00 (LINE B)6+04.97, 0.00 (LINE A)RIM: 2744.218" IE IN: 2728.28 (E)8" IE IN: 2728.28 (N)8" IE OUT: 2728.18 (W)4" IE IN: 2730.74 (S)SSMH-103+63.49, 0.00RIM: 2743.318" IE IN: 2730.87 (NE)8" IE OUT: 2730.77 (S)SSMH-114+63.64, 0.00RIM: 2744.028" IE IN: 2731.95 (NE)8" IE OUT: 2731.85 (SW)SSMH-12 (EXISTING)5+58.44, 0.00RIM: 2743.558" IE OUT: 2733.68 (SW)8" IE IN: 2733.78 (E)VAN
VAN
FIN
I
S
H
ST
A
R
T
1
2
VANVAN1+00
2+00 3+00
4+0
0
5+
0
0
SSMH-10
3+63.49, 0.00
RIM: 2743.31
8" IE IN: 2730.87 (NE)
8" IE OUT: 2730.77 (S)
259.50' OF 8" SDR 35 PVC @ 0.960%
SSMH-12 (EXISTING)
5+58.44, 0.00
RIM: 2743.55
8" IE IN: 2733.78 (E)
8" IE OUT: 2733.68 (SW)
96.16' OF 8" SDR 35 PVC @ 1.020%
48" SSMH-3
1+00.00 OFF: 0.00 (LINE B)
6+04.97, 0.00 (LINE A)
RIM: 2744.21
8" IE IN: 2728.28 (E)
8" IE IN: 2728.28 (N)
8" IE OUT: 2728.18 (W)
4" IE IN: 2729.01 (S)
8.75± LF 4" @ 2% MIN.
4+82.20
5+57.33
5+02.23
EG: 2743.47
22" GAS IE: 2740.72±
5+22.27
EG: 2743.43
24" GAS TOP: 2738.26±
4+75.68
SSMH-11
4+63.64, 0.00
RIM: 2744.02
8" IE IN: 2731.95 (NE)
8" IE OUT: 2731.85 (SW)
21.27± LF 4" @ 2% MIN.6213 N. Cloverdale Rd.Suite 125Boise, Idaho 83704t.208.846.8955f.208.846.8956c.208.867.3954ross@ericksoncivil.comericksoncivilPROFESSIO N AL E
OHADIFOETA
T
S
E R IC K SONKSSO
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1 0 8 1 3
NGIN
E
E
RRE G I STERE
D
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
SEWER LINE B (STA 1+00 TO 5+58.44)C.UT.4
FEET
0 50 100SEWER LINE AS
E
W
E
R
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BSEE SHEET C.UT.2SEE SHEET C.UT.2
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R81°79
°101°DISCOVERY PARK
PHASE 1
1
1.MAINTAIN 18" OF VERTICAL SEPARATION BETWEEN WATER
LINE AND NON-POTABLE LINE. SEE WATER NOTES 2 & 3 ON
SHEET C1.1 AND DETAIL 1/C.UT.4.
2.POTHOLE EXISTING GAS LINE AND DETERMINE EXACT
HORIZONTAL AND BOTTOM OF PIPE ELEVATION PRIOR TO
START OF CONSTRUCTION. COORDINATE POTHOLING WITH
WILLIAMS PIPE LINE.
3.INSTALL 87.09 LF OF STEEL CASING, CARRIER PIPE, 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.
4.TRAFFIC RATED CLEANOUT PER ISPWC SD-506A WITH
CONCRETE COLLAR.
5.FIELD LOCATE AND CONNECT TO EXISTING 4" SEWER.
6.FIELD LOCATE AND CONNECT TO EXISTING 6" SEWER.
7.SAWCUT AT EXISTING JOINTS AND REMOVE EXISTING
CONCRETE AS NEEDED FOR SEWER SERVICE
CONNECTIONS. PROVIDE CONCRETE SURFACE
RESTORATION TO MATCH EXISTING CONCRETE SURFACE
TEXTURE AND JOINT PATTERN PER ISPWC SD-709.
8.CUT AND CAP EXISTING 4" SEWER AT TANK.
9.REMOVE EXISTING SEWER AND CLEANOUT.
10.ADJUST TANK FRAMES AND COVER TO MATCH FINISHED
GRADE ELEVATION AND SLOPE.
11.RETAIN & PROTECT EXISTING CONCRETE - DAMAGED, OR
CRACKED CONCRETE SHALL BE REPLACED AT
CONTRACTOR'S EXPENSE.
1
1.ALL WORK WITHIN THE WILLIAMS PIPE LINE EASEMENT
SHALL BE PERFORMED IN ACCORDANCE WITH THE
CURRENT EDITION OF THE WILLIAMS DEVELOPER'S
HANDBOOK.
2.SEWER SERVICES SHALL BE 4" DIAMETER TYPE "B" PER
ISPWC SD-511.
3.8" GRAVITY SEWER MAIN SHALL BE PVC SDR 35, ASTM D3034
PER THE CITY OF MERIDIAN STANDARDS.
4.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.
5.ALL SEWER MANHOLES (SSMH) SHALL BE 48" DIAMETER AS
INDICATED ON THE PLANS, AND BE PROVIDED AN
INSTALLED IN ACCORDANCE WITH THE CITY OF MERIDIAN
STANDARDS AND SPECIFICATIONS.
6.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.
7.PROVIDE ALL TEMPORARY IRRIGATION DITCHES AND PIPES
AS REQUIRED TO COMPLETE THE NEW IMPROVEMENTS.
ALL EXISTING DITCHES SHALL HAVE TEMPORARY
REROUTING PROVISIONS SUCH THAT THE FLOW OF
IRRIGATION WATER, AND DRAINAGE OF SURFACE WATER
ACROSS THE SITE REMAIN UNINTERRUPTED THROUGHOUT
THE DURATION OF CONSTRUCTION.
8.SEE "RD" SHEETS FOR ROADWAY IMPROVEMENT PLANS.
9.SEE "GI" SHEETS FOR GRAVITY IRRIGATION IMPROVEMENT
PLANS.
10.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.
11.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.
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.PLUMBING CONTRACTOR SHALL PROVIDE TERMINATIONS
FROM THE SITE UTILITY STUBS SHOWN, AND MAKE
CONNECTIONS TO BUILDING.
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
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EXISTING 6" SEWER @ 2.27%±
EXISTING 4" SEWER @ 2.0%±
EXISTING 4" SEWER @3.07%±
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EXISTING PHASE 1
RESTROOM/CONCESSIONS
WATER
SEE SHEET C.UT.1
WATER
SEE SHEET C.UT.1
EXISTING RESTROOM CONNECTION TO SEWERWATER
SEE SHEET C.UT.1
3
10
'
165
°135°
158°
TYPICAL WATER & NON POTABLE PIPE CROSSING
UT.4
1
NON POTABLE PIPE PROVIDE TEMPORARY PIPE
SUPPORT AND SHORING AS REQUIRED
WATER LINE
45° BEND
45° BEND
45° BEND
45° BEND
AS REQUIRED TO
ACHIEVE CLEARANCE
AS REQUIRED TO
ACHIEVE CLEARANCE
USE CHIPS TO BACKFILL TO
SPRING LINE OF THE PIPE THAT
IS ABOVE THE WATER PIPE
(SERVICE OR MAIN)18" MIN10'10'
NOTES:
1.WATER SERVICE AND MAIN PIPING SHALL HAVE A MINIMUM OF 48" COVER.
2.CONTRACTOR SHALL CONSTRUCT WATER UNDER NON-POTABLE PIPE IF 18" OF CLEAR VERTICAL
SEPARATION CANNOT BE ACHIEVED.
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.PROVIDE CASINGS PER CITY OF MERIDIAN STANDARDS WHERE SHOWN.