HomeMy WebLinkAboutPera Place Mast V1s p
s p
s p
P
V LT
I
WW
C O
W
IIVV
C O
GGG
P
s p
I
WW
IIVV
C O
M W
I
TT
I
P
s p
s p
s p
s p
s p
s p
I
N 89°06'13"W 311.32'
N 0°31'10"E 255.18'
S 89°34'42"E 291.88'
S 19°34'17"E
111.67'
S 34°24'23"E
79.54'
S 50°50'32"E
89.09'
S 88°11'16"E 896.71'
S 12°47'57"E 206.31'
N 0°27'44"E
155.35'
N 44°19'25"W
42.58'
319.50'30' 330.50'330.58'67.
304.90'49' 329.
330.50'50' 330.
S 0°31'09"W 634.61'
N 0°31'10"E 1485.87'
I
I
2 539
2 540
2 541
2 542
2 543
2 543
2 543
2 542
2 %
5.5'0' 16.
47.0'
14" PIT RU N 2
1
2 " SP- 3, 0.50 INCH (
1
2 ") M IX
PG- 582 8
4"
3
4" CRU SHED AGGREGATE B ASE
2 .0' 16.0'5' 5.0' 2 .
2 %
ROLLED CU RB
AND GU TTER
PER ACHD
SD- 702
± 1.75%
SIDEWALK
PER ACHD
SD- 709
± 1.75%
SIDEWALK
PER ACHD
SD- 709
TYPICAL STREET SECTION
- NTS-
ROAD B ASE EXTENDS B EHIND B ACK OF CU RB A M INIMUM OF 6"
48.5'
48.0'
M INOR ARTERIAL
1
2 RIGHT- OF- W AY
5.0'
SIDEWALK
PER ACHD
SD- 709
± 1.75%
APPROX. 12 .0'
EXISTING
PAVEMENT
V ARIES
2 .0'
SIDEWALK
EASEMENT
N B LACK CAT ROAD HALF STREET SECTION
- NTS-
2 0.0'
5.0'0' 10.0'10.5.0'
30.0'
LANDSCAPE
LANDSCAPE
RIB B ON CU RB
SEE DETAIL
THIS SHEET
10" PIT RU N
2
1
2 " SP- 3, 0.50 INCH (
V LT
WW
C O
I
WW
IIVV
C O
M W
I
I
I
2 539
2 540
2 541
2 542
2 543
2 543
2 543
2 542
2 544
2 540
2 539
2 538
2 541
8 9 10
11
10
1
13 14
15 16 17
1 2
3
4
5
6
7
8
18
2 1 2 0 19
2 3 2 2
U NPLATTED
U NPLATTED
B LACK CAT ESTATES #2
B OOK 32 PAGE 1945
B LACK CAT
ESTATES #2
B OOK 32 PAGE
1945
V ICENZA COMMONS SU B NO. 2
B OOK 117 PAGE 17794
V ICENZA COMMONS SU B NO. 2
B OOK 117 PAGE 17794
1
2
3
4
5
6
7
8
I
TT
I
I
I
I
2 543
2 543
2 542
2 544
10
4
5
6
7
8
9
4
5
6
7
8
9 11
12
13
14
15
16 4
5
6
7
8
9
B
GRAVITY IRRIGATION LINE A
W DAPHNE ST
N COLOSSEU M AVE
N LICHFIELD AVE
3.0'
3.5'
G
G G G
G G G
R
EM OVE 99 LF EXISTING 15" IRR
PIPE AND DISPOSE OF OFFSITE
REMOVE 2 2 LF EXISTING 15" IRR
PIPE AND DISPOSE OF OFFSITE
REMOVE 12 LF EXISTING 12 " IRR
PIPE AND DISPOSE OF OFFSITE
REMOVE 14 LF EXISTING 12 " IRR
PIPE AND DISPOSE OF OFFSITE
REMOVE EXISTING IRRIGATION B OX
AND DISPOSE OF OFFSITE
CU T AND REMOVE
APPROX 8 LF 15"
EXISTING IRR PIPE
AND DISPOSE OF
OFFSITE. GROU T
M ANHOLE TO FORM
V LT
WW
C O
I
WW
IIVV
C O
M W
2 539
2 540
2 541
2 540
2 539
2 541
8 9 10
11
1
13 14
15 16 17
1 2
3
4
5
6
7
8
18
2 1 2 0 19
2 3 2 2
S
S
S
S
S
S
9
10
11 12
S
- 0+ 00
1+ 00
2 + 00
3+ 00
3+ 14
2
5 4 3
6
7
STA: 2 + 00.00
CONNECT TO
EXISTING 2 4"
PIPE.
STA: 13+ 90.76
DAYLIGHT INTO
EXISTING DITCH
5.0'
TYP.
CONST. NEW IRR B OX
RIM:2 543.50
2 4" INV.- IN(S):2 538.16
I
WW
IIVV
C O
M W
2 541
2 542
2 540
2 539
8 9 10
11
1
13 14
15 16 17
1 2
3
4
5
6
7
18
2 1 2 0 19
2 3 2 2
S
S
S
S
S
S
9
10
11 12
S
- 0+ 00
1+ 00
2 + 00
3+ 00
3+ 14
2
5 4 3
6
INTERCEPT AND CONNECT TO
EXISTING 15" PIPE. GROU T
TO FORM A W ATER- TIGHT
SEAL.
3.5'
3.5'
G
G
G
G
G
G G
G
G
G
G
G
S
INTERCEPT AND CONNECT TO
2 543
2 543
10
1
2
3
4
5
6
7
8
9 11
12
13
14
15
16
17
19
2 534.50
B OTTOM
2 541.50
TOP
2 534.59
FL
0.10%
CONSTRU CT 12 " PVC
36.5 LF @ 0.2 2 %
CLEARWATER SCREENB OX
SEE DETAIL THIS SHEET.
PU M P STATION. SEE
DETAILS SHEET 2 4.
G G
G
RAVITY IRRIGATION LINE C
SEE SHEET 5
HIGH W ATER LINE
2 534.65
FL
2 534.78
FL
2 534.88
B OTTOM
2 :1
M AX
2 541.50
TOP
CONSTRU CT 12 " PVC
73.5 LF @ 2 .72 %
W / TRASH RACK AND
A SINGLE LAYER
OF 4- 6" COB B LE RIP RAP
APPROX. 4'x4' AT OUTLET.
INV.- OUT=2 534.88
4:1
42 5.5'
2 540.50
FS
2 534.65
B OTTOM
AC
W
IIVV
C O
GGG
P
s p
I
TT
I
P
s p
s p
s p
I
I
2 543
2 543
2 542
2 544
6
7
8
9
6
7
8
9 11
12
13
14 6
7
8
9
2 542 .56 EX- EP- 2 + 89.05 13.2 4' LT
SAWCU T 10.77' LT 2 542 .60 M E
2 542 .37 EX- EP- 2 + 44.53 13.15' LT
SAWCU T 10.77' LT 2 542 .41 M E
2 542 .94 EX- EP- 3+ 77.55 13.19' LT
SAWCU T 10.77' LT 2 542 .99 M E
2 544.57 EX- EP- 6+ 81.72 13.64' LT
SAWCU T 10.77' LT 2 544.61 M E
2 544.74 EX- EP- 7+ 70.2 2 13.56' LT
SAWCU T 10.77' LT 2 544.81 M E
2 545.05 EX- EP- 8+ 60.97 13.56' LT
SAWCU T 10.77' LT 2 545.15 M E
16.5'
2 5.0'
2 543.42 EX- EP- 4+ 66.80 14.01' LT
SAWCU T 10.77' LT 2 543.48 M E
2 543.93 EX- EP- 5+ 92 .47 13.45' LT
SAWCU T 10.77' LT 2 544.00 M E
2 543.65 EX- EP- 5+ 2 9.64 14.05' LT
SAWCU T 10.77' LT 2 543.69 M E
2 543.17 EX- EP- 4+ 2 2 .18 13.45' LT
SAWCU T 10.77' LT 2 543.2 3 M E
2 544.2 0 EX- EP- 6+ 37.10 12 .93' LT
SAWCU T 10.77' LT 2 544.2 6 M E
2 544.89 EX- EP- 8+ 15.61 13.76' LT
SAWCU T 10.77' LT 2 544.96 M E
I
TT
I
s p
s p
s p
I
I
I
2 542
2 543
2 543
2 542
2 1 2 0 19
2 3 2 2
1
2
3
4
5
6
7
8
9
1
2
3
4
5
6
7
8
9
2 542 .63 TB C
2 + 89.05 PC
2 543.12 TB C
3+ 77.55 PT
R2 7.0'
TYP.
R2 7.75'
TYP.
47.0'
33.0'
N COLOSSEU M AVE
W DAPHNE ST
SEE SHEET 8
W AVILLA DR
SEE SHEET 11
16.5'
2 5.0'
33.0'
47.0'
2 541.44 TB C
2 + 91.62 PC
2 541.2 3 TB C
3+ 78.62 PT
0.13% 0.13%
0.40%
0.40% 0.13%
0.13% 0.13%
2 544
8 9 10
11
10
7
11
12
13
14
15
16
17
18
19
1
2
3
4
5
6
7
8
9
N LICHFIELD AVE
W AVILLA DR
SEE SHEET 11
W DAPHNE ST
SEE SHEET 8
47.0'
33.0'
0.65% 0.65%
0.40%
0.40% 0.65%
0.65%
R2 7.75'
TYP.
R2 7.0'
TYP.
2 1
2 2
31
0.71%
1.12 %
2 544.66 TB C
6+ 81.72 PC
2 544.84 TB C
7+ 70.2 2 PT
2 541.75 TB C
7+ 71.2 9 PT
2 541.50 TB C
6+ 84.2 9 PC
2 532
2 536
2 540
2 544
2 548
2 552
2 556
2 532
2 536
2 542
2 543
8 9 10
2 1 2 0 19 7 11
2 3 2 2
1
2
3
1
2
3
17
18
19
1
2
3
1.66%
1.66% 0.2 3% 0.2 3%
0.2 3%
0.2 8%
0.2 8% 0.2 8%
0.40%
0.40%
2 5
2 4
33
W AVILLA DR
N COLOSSEU M AVE
SEE SHEET 9
N LICHFIELD AVE
SEE SHEET 10
47.0'
33.0'
47.0'
33.0'
47.0'
33.0'
R2 7.0'
TYP.
R2 7.0'
TYP.
N SEPINO AVE
SEE SHEET 12
33.0'
47.0'
R2 7.0'
TYP.
31
31
33
33
2 3
B
2 541.39 TB C
6+ 82 .51 PT
2 541.39 TB C
6+ 82 .51 PC
2 541.90 TB C
6+ 82 .51 PC
WW
IIVV
C O
M W
2 542
2 540
8 9 10
11
1
17
1 2
3
4
5
6
7
18
2 0 19
1
19
1
47.0'
33.0'
N SEPINO AVE
W AVILLA DR
SEE SHEET 11
W PHILOMENA CT
SEE SHEET 13
PRIVATE SHARED DRIVEWAY
2 541.09 TB C
5+ 38.65 PT
2 541.06 TB C
4+ 51.65 PC
2 6
50.0'
36.0'
2 9 2 7
47.0'
33.0'
47.0'
33.0'
30.0'
2 0.0'
2 541.61 TB C
2 + 43.50 PT
2 541.61 TB C
2 + 43.50 PC
2 8
2 542 .15 TRC
5+ 42 .55 M E
2 542 .36 TRC
5+ 42 .43 M E
2 541.75 TB C
5+ 2 6.50
2 541.75 TB C
5+ 2 6.50
0.40% 30
2 541.53
EP
2 542 .06
I
WW
IIVV
C O
M W
2 541
2 540
2 539
1
13 14
15 16 17
1
6
7
18
2 1 2 0 19
2 3 2 2
9
10
11 12
R
57.0'
R50.0'
R2 7.0'
TYP.
R2 7.0'
TYP.
0.40%
0.40%
0.40%
0.40%
0.40%
0.40%
2 542 .2 3 TB C
7+ 2 7.04 LT
- 0+ 00
1+ 00
2 + 00
3+ 00
3+ 14
2 542 .68 TB C
8+ 77.72 LT
8+ 35.47 RT
2 542 .42 TB C
7+ 69.54 RT
2 542 .2 8 TB C
7+ 32 .70 RT
2 542 .55 TB C
8+ 02 .51 RT
2 542 .18 TB C
7+ 09.78 RT
2 542 .12 TB C
6+ 96.45
2 542 .36 TB C
7+ 69.80 LT
2 542 .52 TB C
8+ 2 3.76 LT
0.40%
0.40%
0.30%
V LT
I
IIVV
M W
I
I
I
2 539
2 540
2 541
2 542
2 543
2 543
2 543
2 542
2 544
2 540
2 539
2 538
2 541
8 9 10
11
10
1
13 14
15 16 17
1 2
3
4
5
6
7
8
18
2 1 2 0 19
2 3 2 2
1
2
3
4
5
6
7
8
9
1
2
3
4
5
6
7
8
9 11
12
13
14
15
16
17
WW
IIVV
C O
M W
2 542
2 540
1
17
1
6
7
18
2 0 19
S
S
S
M
M M
1
2
18.5'
6.5'
8.0'
90°0'0" 89°46'36"
90°0'0"
S
88°6'38"
92 °6'46"
183°2 8'19"
2
INSTALL 16" CASING
PER M ERIDIAN STANDARDS
SD1 AND SW2
SEWER LINE B
SEE SHEET 16
SEWER LINE C
SEE SHEET 17
SEWER LINE D
SEE SHEET 17
SEWER LINE E
SEE SHEET 18
SEWER LINE A
G
G G
G
G G
S.C. 3+ 77.31
S.L. 41.5' L
E.I. 2 52 8.57
S.C. 2 + 62 .11
S.L. 43.7' L
E.I. 2 52 8.05
W AVILLA DR
W PHILOMENA CT
N SEPINO AVE
INSTALL 16" CASING
PER M ERIDIAN STANDARDS
SD1 AND SW2
2 512
2 516
I
WW
IIVV
C O
M W
2 541
2 540
2 539
1
13 14
15 16 17
1
6
18
M
S
S
S
S
S
M M
M M
M
M
9
10
11 12
S
6.5'
8.0'
18.5'
163°57'16"
179°47'44"
S.C. 3+ 33.37
S.L. 2 5.8' L
E.I. 2 52 8.57
89°46'36" 88°2 4'19"
S.C. 2 + 64.34
S.L. 2 6.1' L
E.I. 2 52 8.31
S.C. 3+ 98.37
S.L. 2 5.6' L
E.I. 2 52 8.83
S.C. 4+ 63.2 8
S.L. 2 5.5' L
E.I. 2 52 9.18
S.C. 5+ 2 8.2 8
S.L. 2 5.5' L
E.I. 2 52 9.44
S.C. 5+ 93.2 8
S.L. 2 5.5' L
E.I. 2 52 9.70
S.C. 4+ 69.2 8
S.L. 41.5' R
E.I. 2 52 9.53
S.C. 3+ 72 .54
S.L. 41.5' R
E.I. 2 52 9.04
S.C. 2 + 80.96
S.L. 41.0' R
WW
IIVV
C O
M W
2 540
1
17
1 2
3
4
5
6
18
S
S
S
M M
M
S
6.0'
12 .0'
90°0'0" 91°49'5"
S.C. 3+ 92 .13
S.L. 31.0' L
E.I. 2 533.76
S.C. 3+ 98.13
S.L. 19.0' L
E.I. 2 533.70
S.C. 4+ 88.36
S.L. 40.4' L
E.I. 2 536.77
SKEW
36°39'45"
N SEPINO AVE
W PHILOMENA CT
SEWER LINE A
SEE SHEET 15
SEWER LINE B
SEE SHEET 16
2
2 0.0' W ATER
AND SEWER
EASEMENT
G
G
G G
G
G
G
2 512
2 516
2 52 0
2 52 4
2 52 8
2 532
2 536
2 540
2 512
2 516
2 52 0
2 542
8 9 10
11
17
7
B
18
19
S
S S
M M
M
M M
1
2
18
19
1
2
90°0'0" 90°0'0"
90°0'0" 90°0'0"
6.5'
8.0'
18.5'
W AVILLA DR
N SEPINO AVE
N LICHFIELD AVE
S.C. 2 + 66.76
S.L. 41.5' L
E.I. 2 52 9.68
S.C. 3+ 34.76
S.L. 41.5' L
E.I. 2 52 9.95
S.C. 4+ 01.56
S.L. 41.5' L
E.I. 2 530.2 2
S.C. 4+ 70.76
S.L. 41.5' L
E.I. 2 530.67
S.C. 5+ 39.2 6
S.L. 41.5' L
E.I. 2 531.08
SEWER LINE D
SEE SHEET 17
SEWER LINE A
SEE SHEET 15
SEWER LINE G
SEE SHEET 2 0
SEWER LINE E
G
G
G G
2 512
2 516
2 52 0
2 52 4
2 52 8
2 532
2 536
2 540
I
TT
I
I
I
I
2 542
2 543
2 543
2 542
15 16 17
18
2 1 2 0 19
2 3 2 2
S
S
S S
M M M
M
M
M
M
M
M
M
M
M
M
1
2
3
4
5
6
7
8
9
1
2
3
4
5
6
7
8
9
6.5'
18.5'
180°0'0" 90°0'0"
90°0'0"
N COLOSSEU M AVE
W AVILLA DR
W DAPHNE ST
SEWER LINE D
SEE SHEET 17
S.C. 6+ 66.45
S.L. 2 5.5' R
E.I. 2 532 .2 6
S.C. 6+ 16.42
S.L. 2 5.5' R
2 544
8 9 10
11
10
7
S
S S
M M
M
M
M
M
M
M
M
M
M
M
M
11
12
13
14
15
16
17
18
19
1
2
3
4
5
6
7
8
9
N LICHFIELD AVE
W AVILLA DR
W DAPHNE ST
8.0'
6.5'
18.5'
S.C. 6+ 60.45
S.L. 41.5' L
E.I. 2 532 .84
180°0'0" 90°0'0"
90°0'0"
SEWER LINE E
SEE SHEET 18
S.C. 6+ 10.42
S.L. 41.5' L
E.I. 2 532 .54
S.C. 5+ 57.37
S.L. 41.5' L
E.I. 2 532 .2 2
S.C. 5+ 04.31
S.L. 41.5' L
E.I. 2 531.90
S.C. 4+ 51.2 5
W
I
WW
IIVV
M W
I
TT
I
I
I
I
2 541
2 542
2 543
2 543
2 543
2 542
2 544
2 540
2 539
8 9 10
11
10
1
13 14
15 16 17
1 2
3
4
5
6
7
B
18
2 1 2 0 19
2 3 2 2
M
S
S
S
S
S
S
S S
S
S S
S S
S S
M M
M M
M
M
M M M
M M
M
M
M
M
M
M
I
IIVV
M W
I
TT
I
I
I
I
2 541
2 542
2 543
2 543
2 543
2 542
2 544
2 540
2 539
8 9 10
11
10
1
13 14
15 16 17
1 2
3
4
5
6
7
B
18
2 1 2 0 19
2 3 2 2
M
S
S
S
S
S
S
S S
S
S S
S S
S S
M M
M M
M
M
M M M
M M
M
M
M
M
M
M
M
M
V LT
I
IIVV
M W
I
I
I
2 539
2 540
2 541
2 542
2 543
2 543
2 543
2 542
2 544
2 540
2 539
2 538
2 541
8 9 10
11
10
1
13 14
15 16 17
1 2
3
4
5
6
7
8
18
2 1 2 0 19
2 3 2 2
1
2
3
4
5
6
7
8
9
1
2
3
4
5
6
7
8
9 11
12
13
14
15
16
17
SCOPE OF WORK
Packaged Pump Station supplier shall provide a variable speed
submersible turbine pump station complete with pump, piping,
valves, sensors, variable frequency drive (VFD), programmable
logic controller (PLC), UL 508A listed control panel, and all
appurtenances necessary for a complete and functioning
pumping system. The station shall be mounted to press brake
formed steel base and enclosed in a powder-coated marine
grade aluminum enclosure. The pump station shall be
manufactured by a UL QCZJ certified pump station
manufacturer.
Technical Service and Support. The manufacturer shall provide
access 24/7 phone support with a factory certified technician.
The technician shall have access to all relevant data specific to
the pump station, including specifications, submittal, shop
drawings, programming, and detailed photos of the system.
Factory Testing. The pump station shall undergo and pass all of
the following system performance tests: Hydrostatic testing that
meets ANSI/HI specifications and standards; Flow testing that
meets ANSI/HI 14.6 specifications and standards; and Vibration
testing that meets ANSI/HI 9.6.4 Vibration Measurement and
Allowable Values specifications and standards. The pumping
system shall be flow tested as a complete unit, which shall
include function testing of pumps, motors, instrumentation,
appurtenances, and control panel. The results of all tests shall
be available to the owner.
PRODUCTS
Piping, Valves, Skid Base, & Station Enclosure.
Piping. The station piping shall be standard wall pipe with
grooved connections. Flanged or welded connections shall not
be acceptable. Threaded connections between the main piping
sections other than at the pump volute shall not be acceptable.
Valves. Butterfly style isolation valves--with grooved
connections--shall be included on station suction and discharge
piping. Flanged or threaded connections shall not be accepted.
A non-slam check valve shall be included on the discharge of
each pump. An air release valve shall be included, located
immediately after the pump check valve.
Skid. The pump skid shall be made of 3/8" press broke A36
steel. No welded bases or open rail systems shall be
acceptable.
Corrosion Protection. The pump skid and appurtenances shall
be cleaned to bare steel and hot dip galvanized. All piping
including elbows shall be galvanized inside and out. The pump
station shall be pressure tested prior to galvanizing. No welding
shall be performed after the pump station is galvanized. The
skid an piping shall be warrantied for a period of 25 years.
Station Enclosure. The pump station enclosure shall be
constructed of marine grade aluminum modular panels to allow
access to all pumps and components by simply removing any
panel. The entire front of the enclosure shall consist of hinged
doors. The enclosure shall be powder coated. The roof of the
enclosure shall be easily displaced and replaced by one person
for the purpose of servicing the pump station. The station
enclosure shall include a ventilation fan (or fans) appropriately
sized to adequately cool the enclosed equipment.
Automatic Filter: The pump station shall include an automatic
screen filter. The filter shall use suction scanning devices to
automatically remove debris from the filter element. The filter
shall be Amiad SAF with 200 micron filtration or approved equal.
132 4 FIRST STREET SOU TH, NAMPA, IDAHO 83651
PHONE (2 08)463- 0333/463- 7670 FAX (2 08)463- 9040
STRUCTURAL * CIVIL
SURVEYING
LEAVITT & ASSOCIATES
ENGINEERS, INC.
1"= 1'
PROJECT NAME
Title:
Scale:
Designed by: Checked by:
Job Number:
Project:
Drawn by:
SHEET TITLE
Owner:
OWNER
STREET ADDRESS
CITY, STATE ZIP
(208) 000-0000
T:\SUBDIVISIONS\Pera Place Subdivision - SD099\Drawings\Pera Place Mast
PDL PDL NJP
SD099.001
05/19/22
FP-2021-0061
s p
s p
s p
Owner:
DRAINAGE AREA MAP
Drawn by:
Project:
Job Number:
Designed by: Checked by:
Scale:
Title:
PERA PLACE SUBDIVISION
1"= 200'
T:\SUBDIVISIONS\Pera Place Subdivision - SD099\Drawings\Pera Place Mast
132 4 FIRST STREET SOU TH, NAMPA, IDAHO 83651
PHONE (2 08)463- 0333/463- 7670 FAX (2 08)463- 9040
STRUCTURAL * CIVIL
SURVEYING
LEAVITT & ASSOCIATES
ENGINEERS, INC.
SD099.001
PDL PDL NJP
6518 N. FAIRBORN
AVE.
MERIDIAN, ID 83646
(949) 463-1531
APPLIED MEDIA,
INC.
DRAINAGE AREA 2
TOTAL: 479,195 SQFT.
PAVEMENT: 12 7,52 9 SQFT.
ROOF: 52 ,500 SQFT.
LANDSCAPE: 2 99,166 SQFT.
DRAINAGE AREA 4
TOTAL: 13,662 SQFT.
PAVEMENT: 4,632 SQFT.
LANDSCAPE: 9,030 SQFT.
DRAINAGE AREA 1
TOTAL: 60,894 SQFT.
PAVEMENT: 9,853 SQFT.
ROOF: 3,000 SQFT.
LANDSCAPE: 48,041 SQFT.
DRAINAGE AREA 3
TOTAL: 170,115 SQFT.
PAVEMENT: 33,2 51 SQFT.
ROOF: 10,000 SQFT.
LANDSCAPE: 12 6,864 SQFT.
05/19/22
FP-2021-0061
s p
s p
s p
Owner:
Drawn by:
Project:
Job Number:
Designed by: Checked by:
Scale:
Title:
PERA PLACE SUBDIVISION
1"= 300'
T:\SUBDIVISIONS\Pera Place Subdivision - SD099\Drawings\Pera Place Mast
132 4 FIRST STREET SOU TH, NAMPA, IDAHO 83651
PHONE (2 08)463- 0333/463- 7670 FAX (2 08)463- 9040
STRUCTURAL * CIVIL
SURVEYING
LEAVITT & ASSOCIATES
ENGINEERS, INC.
SD099.001
PDL PDL NJP
6518 N. FAIRBORN
AVE.
MERIDIAN, ID 83646
(949) 463-1531
APPLIED MEDIA,
INC.
PERA PLACE
SUBDIVISION
VICINITY MAP
W DAPHNE ST
N B LACK CAT RD
N COLOSSEU M AVE
N LICHFIELD AVE
N SEPINO AVE
W PHILOMENA CT
AVILLA DR
05/19/22
FP-2021-0061
I
IIVV
M W
I
I
I
2 539
2 540
2 541
2 542
2 543
2 543
2 543
2 542
2 544
2 540
2 539
2 538
2 541
8 9 10
11
10
1
13 14
15 16 17
1 2
3
4
5
6
7
8
18
2 1 2 0 19
2 3 2 2
1
2
3
4
5
6
7
8
9
1
2
3
4
5
6
7
8
9 11
12
13
14
15
16
17
18
2 %
5.5'0' 16.
47.0'
14" PIT RU N 2
1
2 " SP- 3, 0.50 INCH (
1
2 ") M IX
PG- 582 8
4"
3
4" CRU SHED AGGREGATE B ASE
2 .0' 16.0'5' 5.0' 2 .
2 %
ROLLED CU RB
AND GU TTER
PER ACHD
SD- 702
± 1.75%
SIDEWALK
PER ACHD
SD- 709
± 1.75%
SIDEWALK
PER ACHD
SD- 709
48.5'
48.0'
M INOR ARTERIAL
1
2 RIGHT- OF- W AY
5.0'
SIDEWALK
PER ACHD
SD- 709
± 1.75%
APPROX. 12 .0'
EXISTING
PAVEMENT
V ARIES
2
1
2 " SP- 3, 0.50 INCH (
1
2 ")
4" M IX, PG 58- 2 8
3
4" M INUS
10" PIT RU N
30.0'
EASEMENT
5.0' 10.0' 10.0'0' 5.
V ARIES
2 %- 4%
V ARIES
2 %- 4%
6"∅ SCH 40 PIPE FILLED
W / CONCRETE
3
16" CHAIN
3.0'0' 3.
1.5'
1.5'
"EM ERGENCY ACCESS ONLY" SIGN
EXIS TIN G
B UILDIN G
15" ADS
INV(N)= 2 539.67'
INV(S)= 2 539.76'
INV(SE)= 2 540.41'
12 " ADS
INV(E)= 2 542 .95'
INV(W )= 2 542 .46'
12 " ADS
INV(E)= 2 543.19'
INV(W )= 2 543.03'
15" ADS
INV(E)= 2 542 .30'
INV(W )= 2 542 .37'
2 4" ADS
INV=2 536.61'
AC
POWER DROP
SEPTIC TANK
SANITARY SEWER M ANHOLE
RIM= 2 542 .73'
℄ 10" PVC INV(E,S,W )= 2 52 5.2 5'
SANITARY SEWER M ANHOLE
RIM= 2 541.94'
℄ 10" PVC INV(N,S)= 2 52 5.96'
SANITARY SEWER M ANHOLE
RIM= 2 540.75'
℄ 2 4" PVC INV(N,S)= 2 516.90'
SANITARY SEWER M ANHOLE
RIM= 2 541.81'
℄ 2 4" PVC INV(N,S)= 2 516.91'
10" PVC INV(E)= 2 517.67'
10" PVC INV(W )= 2 517.75'
SANITARY SEWER M ANHOLE
RIM= 2 542 .14'
℄ 2 4" PVC INV(N,S)= 2 516.59'
12 " RCP
INV=2 544.65'
12 " CMP
INV(E)= 2 542 .30'
INV(W )= 2 542 .10'
2 4" CMP
INV(SE)= 2 541.97'
INV(NW)= 2 541.86'
DENSE TREE AREA
IRRIGATION B OX
RIM= 2 543.2 3'
18" RCP INV(W )= 2 538.13'
IRRIGATION B OX
RIM= 2 542 .80'
15" RCP INV(E)= 2 539.93'
2 4" PVC
INV(N)= 2 540.82 '
INV(S)= 2 540.94'
IRRIGATION M ANHOLE
RIM= 2 540.66'
2 4" ADS INV(SE,W )= 2 535.16'
IRRIGATION M ANHOLE
RIM= 2 540.2 6'
12 " PVC INV(W )= 2 537.2 8'
IRRIGATION M ANHOLE
RIM= 2 542 .40'
18" RCP INV(N)= 2 537.2 5'
12 " RCP INV(E)= 2 537.35'
18" RCP INV(S)= 2 537.50'
IRRIGATION M ANHOLE
RIM= 2 542 .30'
18" RCP INV(N)= 2 537.35'
12 " RCP INV(E)= 2 537.00'
18" RCP INV(S)= 2 537.2 0'
18" PVC INV(W )= 2 537.2 0'
IRRIGATION M ANHOLE
RIM= 2 541.04'
12 " PVC INV(W )= 2 537.44'
IRRIGATION M ANHOLE
RIM= 2 542 .81'
18" RCP INV(E)= 2 539.46'
18" RCP INV(S)= 2 539.46'
IRRIGATION M ANHOLE
RIM= 2 541.69'
12 " PVC
INV(E)= 2 540.47'
INV(W )= 2 540.53'
12 " IRRIGATION RISER
12 " IRRIGATION RISER
1" 3" PVC PVC (V ERTICAL)(V ERTICAL)
P
POWER DROP
POWER DROP
APPEARS ABANDONED
APPEARS ABANDONED
APPEARS ABANDONED
12 " PVC
INV=2 543.51'
12 " RCP
INV(E)= 2 541.64'
INV(W )= 2 541.87'
EXIS TIN G
RES IDEN C E
EXIS TIN G RES IDEN C E
EXIS TIN G
B UILDIN G
S HED
15" ADS
INV(SE)= 2 543.18'
INV(NW)= 2 542 .74'
EXIS TIN G
B UILDIN G
2 3
1
B LOCK 2
B LACK CAT ESTATES
SUB DIVISION NO. 2
4
UNPLATTED
UNPLATTED
B LOCK 6
VICENZA COMMONS
SUB DIVISION NO. 2
B LOCK 1
VICENZA COMMONS
SUB DIVISION
B LOCK 9
VICENZA COMMONS
SUB DIVISION NO. 4
B LOCK 9
VICENZA
SUB . NO. 2
1
15
16
17
7
6 5 4 3 2 1 30
2 9 2 8 2 7 2 6
18
B LOCK 1
VICENZA COMMONS
SUB DIVISION NO. 2
19
N. FARLEIGH AVE.
25'
25'
25'25'
25'
25'
48'
30.00'
W .C.
B ENCHMARK
SET SPIKE
EL(NAVD '88)= 2 541.2 2 '
N. B LACK CAT RD.
V LT
I
WW
C O
W
IIVV
C O
GGG
P
s p
I
WW
IIVV
C O
M W
I
TT
I
P
s p
s p
s p
s p
s p
s p
I
W . DAPHNE ST.
S EP TIC TANK DRAIN
FIELD EASEM EN T P ER
IN S T. N O. 2021040578
10' P UBLIC UTILITIES , DRAIN AGE AND IRRIGATION EASEM EN T
10' P UBLIC UTILITIES , DRAIN AGE AND IRRIGATION EASEM EN T
N 89°06'13"W 311.32'
N 0°31'10"E 255.18'
S 89°34'42"E 291.88'
S 19°34'17"E
111.67'
S 34°24'23"E
79.54'
S 50°50'32"E
89.09'
S 88°11'16"E 896.71'
S 12°47'57"E 206.31'
N 0°27'44"E
155.35'
N 44°19'25"W
42.58'
319.50'30' 330.50'330.58'67.
304.90'49' 329.
330.50'50' 330.
S 0°31'09"W 634.61'
CP& F NO.
2 015- 0792 45
N 0°31'10"E 1485.87'
I
I
2 539
2 540
2 541
2 542
2 543
2 543
2 543
2 542
2 544
2 540
2 539
2 538
2 541
8 9 10
11
10
S
S
S
S
S
1
13 14
15 16 17
1 2
3
4
5
6
7
PRIVATE SHARED DRIVEWAY
PRIVATE SHARED DRIVEWAY
B
8
18
COMMON/OPEN SPACE
2 1 2 0 19
2 3 2 2
M
- 4.00:1
4.00:1
- 4.00:1
4.00:1
Colosseum Align PROFILE
2 532
2 536
2 540
2 544
2 548
2 552
2 556
2 532
2 536
2 540
2 544
2 548
2 552
2 556
2 + 00
2 542 .89
2 542 .93
3+ 00
2 542 .32
4+ 00
2 542 .61
2 541.80
5+ 00
2 542 .94
2 541.2 9
6+ 00
2 543.13
2 541.16
7+ 00
2 542 .89
2 541.03
Lichfield Align PROFILE
2 532
2 536
2 540
2 544
2 548
2 552
2 556
2 560
2 532
2 536
2 540
2 544
2 548
2 552
2 556
2 560
2 + 00
2 544.84
2 544.86
3+ 00
2 544.42
2 544.2 5
4+ 00
2 543.90
2 543.71
5+ 00
2 543.2 1
2 542 .75
6+ 00
2 542 .59
2 542 .10
7+ 00
2 542 .16
2 541.46
Avila Align PROFILE
2 532
2 536
2 540
2 544
2 548
2 552
2 556
2 532
2 536
2 540
2 544
2 548
2 552
2 556
2 + 00
2 542 .34
2 542 .67
3+ 00
2 542 .85
2 541.08
4+ 00
2 542 .31
2 540.85
5+ 00
2 542 .12
2 540.64
6+ 00
2 542 .12
2 540.93
7+ 00
2 542 .09
2 541.2 1
8+ 00
2 542 .34
2 541.97
9+ 00
Sepino Align PROFILE
2 532
2 536
2 540
2 544
2 548
2 552
2 556
2 560
2 532
2 536
2 540
2 544
2 548
2 552
2 556
2 560
2 + 00
2 542 .11
2 540.63
3+ 00
2 541.78
2 540.73
4+ 00
2 540.85
2 541.36
5+ 00
2 539.76
2 541.76
Philom ena Align PROFILE
2 532
2 536
2 540
2 544
2 548
2 552
2 556
2 560
2 532
2 536
2 540
2 544
2 548
2 552
2 556
2 560
2 + 00
2 540.45
2 541.52
3+ 00
2 540.40
2 541.96
4+ 00
2 540.08
2 542 .15
5+ 00
2 540.33
2 541.2 4
6+ 00
2 540.34
2 540.84
7+ 00
2 541.63
2 541.84
8+ 00
- 2 .00%
- 0.40%
- 2 .75%
- 0.13%
2 + 00.00 GC
2 542 .93 FG
3+ 94.51 GC
2 541.95 FG
4+ 14.51 GC
2 541.40 FG
7+ 2 6.01 GC
2 541.00 FG
- 2 .00%
- 0.40%
- 2 .83%
- 0.65%
2 + 00.00 GC
2 544.86 FG
3+ 94.51 GC
2 543.87 FG
4+ 14.51 GC
2 543.30 FG
7+ 2 6.01 GC
2 541.2 9 FG
- 0.2 3%
0.2 8%
- 0.2 3%
- 1.45%
- 2 .65%
0.2 8%
2 .65%
0.40%
2 + 00.00 GC
2 542 .67 FG
2 + 71.62 GC
2 541.63 FG
2 + 91.62 GC
2 541.10 FG
3+ 35.12 GC
2 541.00 FG
0.40%
0.10%
2 .71%
0.40%
2 + 00.00 GC
2 540.63 FG
3+ 74.96 GC
2 540.80 FG
3+ 94.96 GC
2 541.34 FG
4+ 38.48 GC
2 541.52 FG
5+ 41.50 GC
2 541.93 FG
- 2 .00% 2 .00%
0.40%
- 0.40%
1.50%
- 2 .91%
- 0.40%
2 + 00.00 GC
2 541.52 FG
2 + 43.50 GC
2 541.73 FG
- 4.00:1
4.00:1
- 4.00:1
4.00:1
- 4.00:1
4.00:1
S
S
S
S
S
S
SEWER A ALIGN PROFILE
2 512
2 516
2 52 0
2 52 4
2 52 8
2 532
2 536
2 540
2 544
2 512
2 516
2 52 0
2 52 4
2 52 8
2 532
2 536
2 540
2 544
2 + 00
2 542 .05
3+ 00
2 540.30
2 541.41
4+ 00
2 541.40
2 540.78
5+ 00
2 541.99
2 540.68
6+ 00
SEWER D ALIGN PROFILE
2 512
2 516
2 52 0
2 52 4
2 52 8
2 532
2 536
2 540
2 544
2 512
2 516
2 52 0
2 52 4
2 52 8
2 532
2 536
2 540
2 544
SEWER E ALIGN PROFILE
2 512
2 516
2 52 0
2 52 4
2 52 8
2 532
2 536
2 540
2 544
2 548
2 512
2 516
2 52 0
2 52 4
2 52 8
2 532
2 536
2 540
2 544
2 548
SEWER F ALIGN PROFILE
2 512
2 516
2 52 0
2 52 4
2 52 8
2 532
2 536
2 540
2 544
2 548
2 512
2 516
2 52 0
2 52 4
2 52 8
2 532
2 536
2 540
2 544
2 548
SEWER C ALIGN PROFILE
2 512
2 516
2 52 0
2 52 4
2 52 8
2 532
2 536
2 540
2 544
2 512
2 516
2 52 0
2 52 4
2 52 8
2 532
2 536
2 540
2 544
SEWER B ALIGN PROFILE
2 516
2 52 0
2 52 4
2 52 8
2 532
2 536
2 540
2 544
2 516
2 52 0
2 52 4
2 52 8
2 532
2 536
2 540
2 544
2 + 00
2 540.54
2 541.33
3+ 00
2 540.45
2 541.84
4+ 00
2 540.2 4
2 541.96
5+ 00
2 540.48
2 541.2 1
6+ 00
2 540.47
2 540.81
7+ 00
2 541.96
2 541.86
S
S
S
S
S
S
S
S S
2 + 00
2 540.54
2 541.33
3+ 00
2 540.49
2 541.04
4+ 00
2 540.80
2 541.03
5+ 00
2 541.12
2 541.54
2 + 00
2 542 .14
2 540.65
3+ 00
2 542 .38
2 540.88
4+ 00
2 542 .81
2 541.15
5+ 00
SEWER G ALIGN PROFILE
2 516
2 52 0
2 52 4
2 52 8
2 532
2 536
2 540
2 544
2 548
2 516
2 52 0
2 52 4
2 52 8
2 532
2 536
2 540
2 544
2 548
IRR Line B PROFILE
2 52 4
2 52 8
2 532
2 536
2 540
2 544
2 548
2 52 4
2 52 8
2 532
2 536
2 540
2 544
2 548
2 + 00
2 542 .14
2 540.65
3+ 00
2 542 .15
2 541.05
4+ 00
2 542 .13
2 541.17
5+ 00
2 542 .34
2 541.73
6+ 00
2 + 00
2 542 .81
2 541.03
3+ 00
2 543.14
2 541.14
4+ 00
2 543.2 7
2 541.2 7
5+ 00
2 542 .67
2 541.40
6+ 00
2 543.2 3
2 542 .09
7+ 00
2 + 00
2 542 .10
2 541.32
3+ 00
2 542 .45
2 541.98
4+ 00
2 543.11
2 542 .63
5+ 00
2 543.70
2 543.2 8
6+ 00
2 544.55
2 544.01
7+ 00
C ON S T. 8" P V C S EW ER
239.3 LF @ 0.40%
C ON S T. 8" P V C S EW ER
228.6 LF @ 0.40%
C ON S T. 8" P V C S EW ER
77.9 LF @ 0.60%
C ON S T. 8" P V C S EW ER
222.7 LF @ 0.40%
C ON S T. 8" P V C S EW ER
301.8 LF @ 2.93%
C ON S T. 8" P V C S EW ER
109.3 LF @ 5.58%
C ON S T. 8" P V C S EW ER
160.0 LF @ 0.40%
C ON S T. 8" P V C S EW ER
232.6 LF @ 0.40%
C ON S T. 8" P V C S EW ER
131.2 LF @ 0.60%
C ON S T. 8" P V C S EW ER
240.2 LF @ 0.60%
C ON S T. 8" P V C S EW ER
234.2 LF @ 0.40%
C ON S T. 8" P V C S EW ER
234.2 LF @ 0.40%
C ON S T. 8" P V C S EW ER
240.2 LF @ 0.60%
M M
M M
M
M
M M M
M M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
B
CONNECT TO EXISTING
X" W ATER M AIN
INSTALL TEM PORARY
B LOW- OFF ASSEMB LY
INSTALL TEM PORARY
B LOW- OFF ASSEMB LY
COORDINATE W ATER CONNECTION
TO THE EAST W ITH B RODY
SQU ARE SU B DIVISION
COORDINATE W ATER CONNECTION
TO THE EAST W ITH B RODY
SQU ARE SU B DIVISION
4.0'
TYP.
12 .5'
TYP.
2 .0'
TYP.
3.0'
TYP.
CONNECT TO EXISTING
SEWER M ANHOLE
EXISTING GROU ND
EXISTING GROU ND
FINISHED GRADE
EXISTING GROU ND
FINISHED GRADE
EXISTING GROU ND
FINISHED GRADE
EXISTING GROU ND
FINISHED GRADE EXISTING GROU ND
FINISHED GRADE
EXISTING GROU ND
EXISTING GROU ND
FINISHED GRADE
EXISTING GROU ND
6+ 2 6.2 9 PC
2 540.74
4+ 95.15 GB
2 540.63 FG
7+ 2 7.79 GC
2 541.2 9 FG
7+ 71.2 9 GC
2 541.41 FG
7+ 91.2 9 GC
2 541.94 FG
8+ 61.01 GC
2 542 .2 2 FG
2 + 13.37 GC
2 544.59 FG
2 + 13.17 GC
2 542 .67 FG
℄ N SEPINO AVE.
℄ AVILLA DR.
℄ N COLOSSEU M AVE.
℄ N SEPINO AVE.
℄ N LICHFIELD AVE.
℄ W . DAPHNE ST.
℄ AVILLA DR.
℄ AVILLA DR.
℄ W . DAPHNE ST.
℄ W PHILOMENA CT.
M M
M
S 0°31'09"W 634.50'
OPEN SPACE
SERVICE STU B S FOR
FU TU RE CONNECTION
FU TU RE PRIVATE DRIVEWAY
47.0'
TYP.
33.0'
TYP.
R2 7.8'
R2 7.8'
30.0'
2 0.0'
R33.0'
48.0'
36.0'
U NPLATTED
U NPLATTED
B LACK CAT ESTATES #2
B OOK 32 PAGE 1945
B LACK CAT ESTATES #1
B OOK 2 9 PAGE 1798
B LACK CAT
ESTATES #2
B OOK 32 PAGE
1945
V ICENZA COMMONS SU B
B OOK 114 PAGE 17014
V ICENZA COMMONS SU B NO. 2
B OOK 117 PAGE 17794
V ICENZA COMMONS SU B NO. 2
B OOK 117 PAGE 17794
V ICENZA COMMONS SU B NO. 4
B OOK 117 PAGE 17790
J U M P CREEK SU B NO. 1
B OOK 110 PAGE 15795
PROPOSED IRRIGATION
PU M P STATION
IRRIGATION/STORM
W ATER STORAGE
POND
IRRIGATION W ATER
STORAGE POND
IRRIGATION W ATER
STORAGE POND
2 .0'
SIDEWALK
EASEMENT
2 0.0'
5.0'0' 10.0'10.5.0'
30.0'
LANDSCAPE
LANDSCAPE
RIB B ON CU RB
SEE DETAIL
THIS SHEET
10" PIT RU N
2
1
2 " SP- 3, 0.50 INCH (
1
2 ") M IX
PG- 582 8
4"
3
4" CRU SHED AGGREGATE B ASE
1% 1%
SEWER LINE F
SEWER LINE G
SEWER LINE D SEWER LINE E
SEWER LINE C
SEWER LINE B
SEWER LINE A
EXISTING W ELL TO B E
ABANDONED AND CAPPED
PER I.D.W .R. REQU IREMENTS
EXISTING B U ILDING AND
FOUNDATION TO B E
REMOVED AND DISPOSED
OF OFF- SITE
EXISTING B U ILDING AND
FOUNDATION TO B E
REMOVED AND DISPOSED
OF OFF- SITE
EXISTING TREE
AREA
5.0'
50.0'
EXISTING RIGHT- OF- W AY
14" PIT RU N
2
1
2 " SP- 3, 0.50 INCH (
1
2 ") M IX
PG- 582 8
4"
3
4" CRU SHED AGGREGATE B ASE
3.5' 16.5'
V ARIES
ROLLED CU RB
AND GU TTER
PER ACHD
SD- 702
± 1.75%
SIDEWALK
PER ACHD
SD- 709
APPROX. 14.0'
EXISTING PAVEMENT
M IN. 2 .0'
SAWCU T
*GREATER OR M ATCH EXISTING, W HICHEVER IS
*
*
*
EXISTING POWER POLE
AND U TILITY V AU LT
TO B E RELOCATED.
COORDINATE W /
IDAHO POWER.
EXISTING POWER POLE
TO B E RELOCATED.
COORDINATE W /
IDAHO POWER.
EXISTING POWER POLE
TO B E RELOCATED.
COORDINATE W /
IDAHO POWER.
COMMON/OPEN SPACE
COMMON/
STORM DRAINAGE
1
2
3
4
5
6
7
8
9
1
2
3
4
5
6
7
8
9 11
12
13
14
15
16
17
18
19
1
2
3
4
5
6
7
8
9
R2 7.0'
TYP.
R2 7.8'
TYP.
R2 7.8'
TYP.
TYPICAL STREET SECTION
- NTS-
N B LACK CAT ROAD HALF STREET SECTION
- NTS-
EM ERGENCY ACCESS
TYPICAL SECTION
- NTS-
PIPE B OLLARD AND CHAIN GATE DETAIL
- NTS-
± 304,462 SQ.
FT.
± 6.99 AC
4600 W . DAPHNE
ST.
± 2 09,684 SQ. FT.
± 4.81 AC
4546 W . DAPHNE
ST.
± 2 09,72 0 SQ. FT.
± 4.81 AC
S.2 8 S.2 7
S.33 S.34
B LOCK 1
B LOCK 1
B LOCK 1
B LOCK 2
B LOCK 2
B LOCK 3
B LOCK 5
B LOCK 4
N B LACK CAT RD.
W DAPHNE ST.
N SEPINO AVE.
W PHILOMENA CT.
N LICHFIELD AVE.
N COLOSSEU M AVE. N LICHFIELD AVE.
AVILLA DR.
N SEPINO AVE. W PHILOMENA CT.
SEWER LINE A
TYPICAL SHARED DRIVEWAY SECTION
- NTS-
W DAPHNE ST. STREET SECTION
- NTS-
DAPHNE PROFILE
2 540
2 544
2 548
2 552
2 556
2 540
2 544
2 548
2 552
2 556
2 + 00
2 542 .00
2 542 .00
3+ 00
2 542 .77
2 542 .65
4+ 00
2 543.2 3
2 543.18
5+ 00
2 543.67
2 543.68
6+ 00
2 544.2 8
2 544.18
7+ 00
2 544.72
2 544.64
8+ 00
2 545.07
2 544.95
2 542 .56 EX- EP- 2 + 89.05 13.2 4' LT
SAWCU T 10.77' LT 2 542 .60 M E
2 542 .37 EX- EP- 2 + 44.53 13.15' LT
SAWCU T 10.77' LT 2 542 .41 M E
2 542 .94 EX- EP- 3+ 77.55 13.19' LT
SAWCU T 10.77' LT 2 542 .99 M E
2 544.57 EX- EP- 6+ 81.72 13.64' LT
SAWCU T 10.77' LT 2 544.61 M E
2 544.74 EX- EP- 7+ 70.2 2 13.56' LT
SAWCU T 10.77' LT 2 544.81 M E
2 545.05 EX- EP- 8+ 60.97 13.56' LT
SAWCU T 10.77' LT 2 545.15 M E
16.5'
2 5.0'
2 543.42 EX- EP- 4+ 66.80 14.01' LT
SAWCU T 10.77' LT 2 543.48 M E
2 543.93 EX- EP- 5+ 92 .47 13.45' LT
SAWCU T 10.77' LT 2 544.00 M E
2 543.65 EX- EP- 5+ 2 9.64 14.05' LT
SAWCU T 10.77' LT 2 543.69 M E
2 543.17 EX- EP- 4+ 2 2 .18 13.45' LT
SAWCU T 10.77' LT 2 543.2 3 M E
2 544.2 0 EX- EP- 6+ 37.10 12 .93' LT
SAWCU T 10.77' LT 2 544.2 6 M E
2 544.89 EX- EP- 8+ 15.61 13.76' LT
SAWCU T 10.77' LT 2 544.96 M E
x= 3.2 2 %
x= 3.48%
x= 3.75%
x= 1.07%
x= 1.07%
x= 2 .41%
x= 1.07%
x= 1.07%
x= 1.07%
x= 3.2 2 %
x= 3.75%
x= 2 .95%
x= 3.2 2 %
1.01% 0.40% 0.54%
0.45% 0.40% 0.58%
0.60%
0.40% 0.40%
R2 7.75'
TYP.
R2 7.75'
TYP.
1.01%
0.40%
2 + 00.00 GC
2 542 .00 FG
2 + 44.53 GC
2 542 .45 FG
2 + 89.05 GC
2 542 .63 FG
0.54%
0.45%
0.41%
0.49%
0.58%
0.61%
3+ 77.55 GC
2 543.12 FG
4+ 2 2 .18 GC
2 543.36 FG
4+ 66.80 GC
2 543.56 FG
5+ 2 9.64 GC
2 543.82 FG
5+ 92 .47 GC
2 544.13 FG
6+ 37.10 GC
2 544.39 FG
6+ 81.72 GC
2 544.66 FG
0.40%
0.40%
7+ 70.2 2 GC
2 544.84 FG
8+ 15.61 GC
2 545.02 FG
8+ 60.97 GC
2 545.2 0 FG
EXISTING GROU ND
FINISHED GRADE
AT TOP B ACK OF
CU RB
EXISTING GROU ND
FINISHED GRADE AT
TOP B ACK OF CU RB
W DAPHNE ST
KEYNOTES
REMOVE EXISTING B U ILDING AND ANY FOUNDATION AND
DISPOSE OF OFFSITE.
REMOVE EXISTING FENCE AND DISPOSE OF OFFSITE.
REMOVE APPROX. 450 SQFT. CONCRETE PAD AND
DISPOSE OF OFFSITE.
REMOVE APPROX. 891 SQFT. CONCRETE PAD AND
DISPOSE OF OFFSITE.
REMOVE APPROX. 1062 SQFT. CONCRETE PAD AND
DISPOSE OF OFFSITE.
REMOVE APPROX. 15,2 38 SQFT. GRAVEL DRIVEWAY AND
DISPOSE OF OFFSITE.
REMOVE APPROX. 1,381 SQFT. GRAVEL DRIVEWAY AND
DISPOSE OF OFFSITE.
REMOVE APPROX. 7,479 SQFT. GRAVEL DRIVEWAY AND
DISPOSE OF OFFSITE.
REMOVE APPROX. 2 ,150 SQFT. ASPHALT DRIVEWAY AND
DISPOSE OF OFFSITE.
EXISTING POWER POLE AND OVERHEAD LINES TO B E
REMOVED OR RELOCATED. COORDINATE W / IDAHO POWER.
NOT U SED THIS SHEET.
REMOVE EXISTING M AILBOX AND DISPOSE OF OFFSITE.
REMOVE EXISTING GAS SERVICE AND DISPOSE OF
OFFSITE. COORDINATE W / INTERMOU NTAIN GAS COMPANY.
EXISTING W ELL(S) M U ST B E DISCONNECTED FROM ANY
B U ILDINGS THAT REMAIN W ITH V ERIFICATION OF
DISCONNECT B Y M ERIDIAN PU B LIC W ORKS DEPARTMENT.
W ELLS THAT W ILL NOT CONTINU E TO B E U SED M U ST B E
PROPERLY ABANDONED, DOCU M ENTATION OF
ABANDONMENT W ILL B E REQU IRED TO B E SU B M ITTED TO
THE CITY. CONTACT IDAHO DEPARTMENT OF W ATER
RESOU RCE FOR ABANDONMENT.
CONSTRU CT PEDESTRIAN RAMP NO. 1 TYPE 'C' W /
TRU NCATED DOMES PER ISPWC SD- 712 C AND ACHD
SD- 712 . SEE DETAIL THIS SHEET.
CONSTRU CT PEDESTRIAN RAMP NO. 2 TYPE 'C' W /
TRU NCATED DOMES PER ISPWC SD- 712 C AND ACHD
SD- 712 . SEE DETAIL THIS SHEET.
CONSTRU CT PEDESTRIAN RAMP NO. 3 TYPE 'C' W /
TRU NCATED DOMES PER ISPWC SD- 712 C AND ACHD
SD- 712 . SEE DETAIL THIS SHEET.
CONSTRU CT PEDESTRIAN RAMP NO. 4 TYPE 'C' W /
TRU NCATED DOMES PER ISPWC SD- 712 C AND ACHD
SD- 712 . SEE DETAIL THIS SHEET.
NOT U SED THIS SHEET.
1
2
3
4
5
6
7
8
9
1
1
1
8
7
6
5
4
3
2 2
2
2
2
10
12
2
13
10
11
12
13
14
14
15
16
17
18
15 16
17 18
47.0'
33.0'
47.0'
33.0'
N COLOSSEU M AVE
SEE SHEET 9
N LICHFIELD AVE
SEE SHEET 10
W DAPHNE ST
W DAPHNE ST
N COLOSSEU M AVE
W DAPHNE ST
N LICHFIELD AVE
2 542 .63 TB C
2 + 89.05 PC
2 543.12 TB C
3+ 77.55 PT
R2 7.0'
TYP.
R2 7.75'
TYP.
47.0'
33.0'
N COLOSSEU M AVE
W DAPHNE ST
SEE SHEET 8
W AVILLA DR
SEE SHEET 11
16.5'
2 5.0'
33.0'
47.0'
2 541.44 TB C
2 + 91.62 PC
2 541.2 3 TB C
3+ 78.62 PT
FINISHED GRADE
0.13% 0.13%
0.40%
0.40% 0.13%
0.13% 0.13%
32
19
2 0
W AVILLA DR
N COLOSSEU M AVE
N LICHFIELD AVE
W AVILLA DR
SEE SHEET 11
W DAPHNE ST
SEE SHEET 8
47.0'
33.0'
0.65% 0.65%
0.40%
0.40% 0.65%
0.65%
R2 7.75'
TYP.
R2 7.0'
TYP.
2 1
2 2
W AVILLA DR
N LICHFIELD AVE
9
10
11 12
3
+ 73.78 GB
2 542 .2 5 FG
4+ 53.49 GB
2 541.93 FG
4+ 73.49 GB
2 541.35 FG
7+ 67.30 GC
2 542 .85 FG
FINISHED GRADE
EXISTING GROU ND
FINISHED GRADE
EXISTING GROU ND
FINISHED GRADE
EXISTING GROU ND
FINISHED GRADE
EXISTING GROU ND
B U LB PROFILE
2 540
2 544
2 548
2 540
2 544
2 548
0+ 00
2 541.96
2 541.96
1+ 00
2 541.73
2 541.73
2 + 00
2 539.85
2 539.85
3+ 00
2 541.34
2 541.34
0.41%
- 0.32 %
0+ 00.00 GC
2 541.79 FG
1+ 36.50 GC
2 542 .35 FG
3+ 14.00 GC
2 541.79 FG
1.66%
1.66% 0.2 3% 0.2 3%
0.2 3%
0.2 8%
0.2 8% 0.2 8%
0.40%
0.40%
2 5
2 4
33
W AVILLA DR
N COLOSSEU M AVE
SEE SHEET 9
N LICHFIELD AVE
SEE SHEET 10
47.0'
33.0'
47.0'
33.0'
47.0'
33.0'
R2 7.0'
TYP.
R2 7.0'
TYP.
N SEPINO AVE
SEE SHEET 12
33.0'
47.0'
47.0'
33.0'
N SEPINO AVE
W AVILLA DR
SEE SHEET 11
W PHILOMENA CT
SEE SHEET 13
PRIVATE SHARED DRIVEWAY
2 541.09 TB C
5+ 38.65 PT
2 541.06 TB C
4+ 51.65 PC
2 6
50.0'
36.0'
2 9 2 7
47.0'
33.0'
47.0'
33.0'
30.0'
2 0.0'
2 541.61 TB C
2 + 43.50 PT
2 541.61 TB C
2 + 43.50 PC
2 8
2 542 .15 TRC
5+ 42 .55 M E
2 542 .36 TRC
5+ 42 .43 M E
18.5'
6.5'
8.0'
90°0'0" 89°46'36"
90°0'0"
2 541.75 TB C
5+ 2 6.50
2 541.75 TB C
5+ 2 6.50
0.40% 30
2 + 16.50 GB
2 541.19 FG
2 541.53
EP
2 542 .06
EP
2 542 .2 2
EP
2 542 .2 2
EP
2 542 .06
EP
2 541.78
EP PT
2 541.2 2
EP PC
2 541.96
EP PT
2 541.2 2
EP PC
2 541.43
FS
2 541.02
FS
R57.0'
R50.0'
R2 7.0'
TYP.
R2 7.0'
TYP.
0.40%
0.40%
0.40%
0.40%
0.40%
0.40%
90°0'0"
8.0'
18.5'
6.5'
S
SSMH- A2
STA: 3+ 2 3.93 CONST.
RIM: 2 541.33
INV. IN(S): 2 52 6.76
INV. IN(W ): 2 52 6.76
INV. IN(E): 2 52 6.76
INV. OUT(N): 2 52 6.66
S S M H-A1
S TA: 2+ 24.42 C ON S T.
RIM : 2541.68
IN V . IN (S ): 2526.26
IN V . OUT(N ): 2526.16
C ON S T. 8" P V C S EW ER
99.5 LF @ 0.40%
FINISHED GRADE
EXISTING GROU ND
FINISHED GRADE
EXISTING GROU ND
SEWER LINE B
FINISHED GRADE
88°6'38"
92 °6'46"
183°2 8'19"
6.5'
8.0'
18.5'
163°57'16"
179°47'44"
S.C. 3+ 33.37
S.L. 2 5.8' L
E.I. 2 52 8.57
89°46'36" 88°2 4'19"
S.C. 2 + 64.34
S.L. 2 6.1' L
E.I. 2 52 8.31
S.C. 3+ 98.37
S.L. 2 5.6' L
E.I. 2 52 8.83
S.C. 4+ 63.2 8
S.L. 2 5.5' L
E.I. 2 52 9.18
S.C. 5+ 2 8.2 8
S.L. 2 5.5' L
E.I. 2 52 9.44
S.C. 5+ 93.2 8
S.L. 2 5.5' L
E.I. 2 52 9.70
S.C. 4+ 69.2 8
S.L. 41.5' R
E.I. 2 52 9.53
S.C. 3+ 72 .54
S.L. 41.5' R
E.I. 2 52 9.04
S.C. 2 + 80.96
S.L. 41.0' R
E.I. 2 52 8.67
S.C. 5+ 52 .78
S.L. 41.5' R
E.I. 2 52 9.86
S.C. 6+ 2 6.82
S.L. 41.5' R
E.I. 2 530.16
S.C. 6+ 59.2 4
S.L. 2 4.4' L
E.I. 2 530.06
S.C. 7+ 2 1.10
S.L. 33.6' L
E.I. 2 530.62
W PHILOMENA CT
N SEPINO AVE
6.0'
12 .0'
90°0'0" 91°49'5"
S.C. 3+ 92 .13
S.L. 31.0' L
E.I. 2 533.76
S.C. 3+ 98.13
S.L. 19.0' L
E.I. 2 533.70
S.C. 4+ 88.36
S.L. 40.4' L
E.I. 2 536.77
SKEW
36°39'45"
EXISTING GROU ND
EXISTING GROU ND
FINISHED GRADE
SEWER LINE D
FINISHED GRADE
EXISTING GROU ND
EXISTING GROU ND
FINISHED GRADE
SEWER LINE C
FINISHED GRADE
EXISTING GROU ND
FINISHED GRADE
SEWER LINE E
FINISHED GRADE
EXISTING GROU ND
EXISTING GROU ND
FINISHED GRADE
SEWER LINE F
FINISHED GRADE
EXISTING GROU ND
EXISTING GROU ND
FINISHED GRADE
SEWER LINE G
FINISHED GRADE
S.C. 4+ 61.37
S.L. 41.5' R
E.I. 2 535.81
S.C. 4+ 10.50
S.L. 41.5' R
E.I. 2 532 .97
S.C. 3+ 68.04
S.L. 41.5' R
E.I. 2 530.60
S.C. 3+ 10.50
S.L. 41.5' R
E.I. 2 52 9.85
S.C. 2 + 60.50
S.L. 41.5' R
E.I. 2 52 9.65
N SEPINO AVE
W PHILOMENA CT
SEWER LINE A
SEE SHEET 15
SEWER LINE B
SEE SHEET 16
W AVILLA DR
N SEPINO AVE
N COLOSSEU M AVE
90°0'0" 90°0'0"
90°0'0" 90°0'0"
6.5'
8.0'
18.5'
W AVILLA DR
N SEPINO AVE
N LICHFIELD AVE
S.C. 2 + 66.76
S.L. 41.5' L
E.I. 2 52 9.68
S.C. 3+ 34.76
S.L. 41.5' L
E.I. 2 52 9.95
S.C. 4+ 01.56
S.L. 41.5' L
E.I. 2 530.2 2
S.C. 4+ 70.76
S.L. 41.5' L
E.I. 2 530.67
S.C. 5+ 39.2 6
S.L. 41.5' L
E.I. 2 531.08
6.5'
18.5'
180°0'0" 90°0'0"
90°0'0"
N COLOSSEU M AVE
W AVILLA DR
W DAPHNE ST
SEWER LINE D
SEE SHEET 17
S.C. 6+ 66.45
S.L. 2 5.5' R
E.I. 2 532 .2 6
S.C. 6+ 16.42
S.L. 2 5.5' R
E.I. 2 531.96
S.C. 5+ 63.37
S.L. 2 5.5' R
E.I. 2 531.64
S.C. 5+ 10.31
S.L. 2 5.5' R
E.I. 2 531.33
S.C. 4+ 57.2 5
S.L. 2 5.5' R
E.I. 2 531.01
S.C. 4+ 04.2 0
S.L. 2 5.5' R
E.I. 2 530.65
S.C. 3+ 51.14
S.L. 2 5.5' R
E.I. 2 530.43
S.C. 2 + 98.08
S.L. 2 5.5' R
E.I. 2 530.2 2
S.C. 2 + 45.08
S.L. 2 5.5' R
E.I. 2 530.01
S.C. 6+ 60.45
S.L. 41.5' L
E.I. 2 532 .55
S.C. 6+ 10.42
S.L. 41.5' L
E.I. 2 532 .2 5
S.C. 5+ 57.37
S.L. 41.5' L
E.I. 2 531.93
S.C. 5+ 04.31
S.L. 41.5' L
E.I. 2 531.61
S.C. 4+ 51.2 5
S.L. 41.5' L
E.I. 2 531.2 9
S.C. 3+ 98.2 0
S.L. 41.5' L
E.I. 2 530.94
S.C. 3+ 45.14
S.L. 41.5' L
E.I. 2 530.73
S.C. 2 + 92 .08
S.L. 41.5' L
E.I. 2 530.52
S.C. 2 + 39.08
S.L. 41.5' L
E.I. 2 530.31
SEWER LINE F
N LICHFIELD AVE
W AVILLA DR
W DAPHNE ST
8.0'
6.5'
18.5'
S.C. 6+ 60.45
S.L. 41.5' L
E.I. 2 532 .84
180°0'0" 90°0'0"
90°0'0"
SEWER LINE E
SEE SHEET 18
S.C. 6+ 10.42
S.L. 41.5' L
E.I. 2 532 .54
S.C. 5+ 57.37
S.L. 41.5' L
E.I. 2 532 .2 2
S.C. 5+ 04.31
S.L. 41.5' L
E.I. 2 531.90
S.C. 4+ 51.2 5
S.L. 41.5' L
E.I. 2 531.58
S.C. 3+ 98.2 0
S.L. 41.5' L
E.I. 2 531.2 3
S.C. 3+ 45.14
S.L. 41.5' L
E.I. 2 531.02
S.C. 2 + 92 .08
S.L. 41.5' L
E.I. 2 530.81
S.C. 2 + 39.08
S.L. 41.5' L
E.I. 2 530.60
S.C. 2 + 45.08
S.L. 2 5.5' R
E.I. 2 530.30
S.C. 2 + 98.08
S.L. 2 5.5' R
E.I. 2 530.51
S.C. 3+ 51.14
S.L. 2 5.5' R
E.I. 2 530.72
S.C. 4+ 04.2 0
S.L. 2 5.5' R
E.I. 2 530.94
S.C. 4+ 57.2 5
S.L. 2 5.5' R
E.I. 2 531.30
S.C. 5+ 10.31
S.L. 2 5.5' R
E.I. 2 531.62
S.C. 5+ 63.37
S.L. 2 5.5' R
E.I. 2 531.93
S.C. 6+ 16.42
S.L. 2 5.5' R
E.I. 2 532 .2 5
S.C. 6+ 66.45
S.L. 2 5.5' R
E.I. 2 532 .55
B
1
2
3
4
5
6
7
8
9
10
11
18.5'
TYP.
4.0'
TYP.
10.5'
TYP.
12 .0'
6.0'
4.0'
12
PRESSU RE IRRIGATION KEYNOTES
INSTALL 2 2 .5° ELL (M J )
INSTALL 90° ELL (M J )
INSTALL 45° ELL (M J )
AND 2 2 .5° ELL (M J )
INSTALL 6" TEE (M J )
INSTALL 6" GATE V ALVE (M J )
SEE SEWER NOTE 1 SHEET 2 .
CONSTRU CT 6" PI M AIN 10.0 LF
INSTALL 11.2 5° ELL (M J )
1
2
3
4
5
6
6.5'
1
1
2
2
2
2
4
2
4
2
5
5
5
5
5
5
5
5
5 5
5 5
6
6
6
6
6
M
4.67% 4.33%
0.40%
0.40%
0.56%
- 4.00:1
4.00:1
- 4.00:1
4.00:1
- 4.00:1
4.00:1 - 4.00:1
4.00:1
R2 7.0'
TYP.
4" ASTM #57 AGGREGATE B ASE
3
1
8" INTERLOCKING
CONCRETE PAVERS
2 " ASMT #8 AGGREGATE B EDDING
REVERSE PAN
ROLLED CU RB
AND GU TTER
PER ACHD
SD- 702 R
TYPICAL STREET SECTION W /
PERMEAB LE INTERLOCKING
CONCRETE PAVERS
SEE ACHD B M P- 34
- NTS-
2 540.98
FS
2 540.88
FS
2 540.98
FS
2 541.2 2 TB C
3+ 94.96 PC
2 541.08
2 541.08 FS
FS 2 540.78
FS
2 541.08
FS
2 541.08
FS
2 540.88
FS
2 541.96
EP
2 542 .12
EP
4.17% 5.00%
2 542 .2 3 TB C
7+ 2 7.04 LT
- 0+ 00
1+ 00
2 + 00
3+ 00
3+ 14
2 542 .68 TB C
8+ 77.72 LT
8+ 35.47 RT
2 542 .42 TB C
7+ 69.54 RT
2 542 .2 8 TB C
7+ 32 .70 RT
2 542 .55 TB C
8+ 02 .51 RT
2 542 .18 TB C
7+ 09.78 RT
2 542 .12 TB C
6+ 96.45
2 542 .36 TB C
7+ 69.80 LT
2 542 .52 TB C
8+ 2 3.76 LT
0.40%
0.40%
0.30%
0.36%
1.40%
1.61%
W PHILOMENA CT
N SEPINO AVE
SEE SHEET 12
2 541.2 2 TB C
3+ 94.96 PC
R33.0'
TYP.
2 541.57 TB C
4+ 81.96 PC
PAD EL:
2 542 .75
PAD EL:
2 542 .00
PAD EL:
2 541.50
PAD EL:
2 541.50
PAD EL:
2 541.50
PAD EL:
2 541.50
PAD EL:
2 541.75
PAD EL:
2 541.75
PAD EL:
2 542 .00
PAD EL:
2 542 .2 5
PAD EL:
2 542 .75
PAD EL:
2 542 .50
PAD EL:
2 542 .50
PAD EL:
2 542 .00
PAD EL:
2 542 .00
PAD EL:
2 542 .00
PAD EL:
2 542 .2 5
PAD EL:
2 542 .50
PAD EL:
2 542 .75
PAD EL:
2 541.75
PAD EL:
2 542 .00
PAD EL:
2 542 .2 5
PAD EL:
2 541.75
PAD EL:
2 541.75
PAD EL:
2 541.75
PAD EL:
2 541.75
PAD EL:
2 542 .00
PAD EL:
2 542 .2 5
PAD EL:
2 542 .50
PAD EL:
2 543.2 5
PAD EL:
2 542 .50 PAD EL:
2 542 .50
PAD EL:
2 542 .75
PAD EL:
2 542 .75
PAD EL:
2 543.2 5 PAD EL:
2 543.2 5
PAD EL:
2 543.50 PAD EL:
2 543.50
PAD EL:
2 543.75 PAD EL:
2 543.75
PAD EL:
2 544.00 PAD EL:
2 544.00
PAD EL:
2 544.2 5 PAD EL:
2 544.2 5
PAD EL:
2 544.75
PAD EL:
2 545.00
PAD EL:
2 541.50
PAD EL:
2 542 .2 5
PAD EL:
2 542 .00
PAD EL:
2 542 .00
PAD EL:
2 543.00
PAD EL:
2 542 .00
PAD EL:
2 542 .2 5
PAD EL:
2 542 .2 5
PAD EL:
2 542 .00
PAD EL:
2 541.75
PAD EL:
2 541.50
PAD EL:
2 542 .2 5
PAD EL:
2 542 .50
PAD EL:
2 542 .2 5
PAD EL:
2 542 .2 5
PAD EL:
2 542 .00
PAD EL:
2 541.50
PAD EL:
2 542 .50
13
1
2
1
2
10
10
10
32
9
KEYNOTES
REMOVE EXISTING B U ILDING AND ANY FOUNDATION AND
DISPOSE OF OFFSITE.
REMOVE EXISTING FENCE AND DISPOSE OF OFFSITE.
NOT U SED THIS SHEET.
CONSTRU CT PEDESTRIAN RAMP NO. 5 TYPE 'C' W /
TRU NCATED DOMES PER ISPWC SD- 712 C AND ACHD
SD- 712 . SEE DETAIL THIS SHEET.
CONSTRU CT PEDESTRIAN RAMP NO. 6 TYPE 'C' W /
TRU NCATED DOMES PER ISPWC SD- 712 C AND ACHD
SD- 712 . SEE DETAIL THIS SHEET.
NOT U SED THIS SHEET.
CONSTRU CT 2 0' TRANSITION FROM REVERSE PAN ROLLED
CU RB TO ROLLED CU RB .
NOT U SED THIS SHEET.
1
2
18
19
2 0
30
31
32
KEYNOTES
NOT U SED THIS SHEET.
CONSTRU CT PEDESTRIAN RAMP NO. 7 TYPE 'C' W /
TRU NCATED DOMES PER ISPWC SD- 712 C AND ACHD
SD- 712 . SEE DETAIL THIS SHEET.
CONSTRU CT PEDESTRIAN RAMP NO. 8 TYPE 'C' W /
TRU NCATED DOMES PER ISPWC SD- 712 C AND ACHD
SD- 712 . SEE DETAIL THIS SHEET.
NOT U SED THIS SHEET.
CONSTRU CT 2 0' TRANSITION FROM REVERSE PAN ROLLED
CU RB TO ROLLED CU RB .
NOT U SED THIS SHEET.
2 0
2 1
2 2
30
31
32
KEYNOTES
NOT U SED THIS SHEET.
CONSTRU CT PEDESTRIAN RAMP NO. 9 TYPE 'G' W /
TRU NCATED DOMES PER ACHD SD- 712 G AND ACHD
SD- 712 . SEE DETAIL THIS SHEET.
CONSTRU CT PEDESTRIAN RAMP NO. 10 TYPE 'C' W /
TRU NCATED DOMES PER ISPWC SD- 712 C AND ACHD
SD- 712 . SEE DETAIL THIS SHEET.
CONSTRU CT PEDESTRIAN RAMP NO. 11 TYPE 'H4' W /
TRU NCATED DOMES PER ACHD SD- 712 H AND ACHD
SD- 712 . SEE DETAIL THIS SHEET.
NOT U SED THIS SHEET.
CONSTRU CT 2 0' TRANSITION FROM REVERSE PAN ROLLED
CU RB TO ROLLED CU RB .
NOT U SED THIS SHEET.
LANDSCAPE ISLAND, SEE DETAIL THIS SHEET.
2 2
2 3
2 4
2 5
30
31
32
KEYNOTES
NOT U SED THIS SHEET.
EXISTING POWER POLE AND OVERHEAD LINES TO B E
REMOVED OR RELOCATED. COORDINATE W / IDAHO POWER.
NOT U SED THIS SHEET.
CONSTRU CT PEDESTRIAN RAMP NO. 12 TYPE 'C' W /
TRU NCATED DOMES PER ISPWC SD- 712 C AND ACHD
SD- 712 . SEE DETAIL THIS SHEET.
CONSTRU CT PEDESTRIAN RAMP NO. 13 TYPE 'C' W /
TRU NCATED DOMES PER ISPWC SD- 712 C AND ACHD
SD- 712 . SEE DETAIL THIS SHEET.
CONSTRU CT CONCRETE DRIVEWAY W ITH RAMPED SIDEWALK
PER ACHD SD- 710B . SEE DETAIL THIS SHEET.
CONSTRU CT 2 9.0 LF 4' CONCRETE V ALLEY GU TTER
PER ACHD SD- 708.
CONSTRU CT 15' TRANSITION FROM REVERSE PAN ROLLED
CU RB TO ROLLED CU RB .
CONSTRU CT 2 0' TRANSITION FROM REVERSE PAN ROLLED
CU RB TO ROLLED CU RB .
NOT U SED THIS SHEET.
9
10
2 5
2 6
2 7
2 8
2 9
30
31
32
KEYNOTES
REMOVE EXISTING B U ILDING AND ANY FOUNDATION AND
DISPOSE OF OFFSITE.
REMOVE EXISTING FENCE AND DISPOSE OF OFFSITE.
REMOVE APPROX. 450 SQFT. CONCRETE PAD AND
DISPOSE OF OFFSITE.
REMOVE APPROX. 891 SQFT. CONCRETE PAD AND
DISPOSE OF OFFSITE.
REMOVE APPROX. 1062 SQFT. CONCRETE PAD AND
DISPOSE OF OFFSITE.
REMOVE APPROX. 15,2 38 SQFT. GRAVEL DRIVEWAY AND
DISPOSE OF OFFSITE.
REMOVE APPROX. 1,381 SQFT. GRAVEL DRIVEWAY AND
DISPOSE OF OFFSITE.
REMOVE APPROX. 7,479 SQFT. GRAVEL DRIVEWAY AND
DISPOSE OF OFFSITE.
REMOVE APPROX. 2 ,150 SQFT. ASPHALT DRIVEWAY AND
DISPOSE OF OFFSITE.
EXISTING POWER POLE AND OVERHEAD LINES TO B E
REMOVED OR RELOCATED. COORDINATE W / IDAHO POWER.
PROTECT EXISTING IRRIGATION M ANHOLE IN PLACE. LID
TO B E RAISED OR LOWERED AS NECESSARY TO B E
FLU SH W ITH THE SU RFACE.
REMOVE EXISTING M AILBOX AND DISPOSE OF OFFSITE.
REMOVE EXISTING GAS SERVICE AND DISPOSE OF
OFFSITE. COORDINATE W / INTERMOU NTAIN GAS COMPANY.
EXISTING W ELL(S) M U ST B E DISCONNECTED FROM ANY
B U ILDINGS THAT REMAIN W ITH V ERIFICATION OF
DISCONNECT B Y M ERIDIAN PU B LIC W ORKS DEPARTMENT.
W ELLS THAT W ILL NOT CONTINU E TO B E U SED M U ST B E
PROPERLY ABANDONED, DOCU M ENTATION OF
ABANDONMENT W ILL B E REQU IRED TO B E SU B M ITTED TO
THE CITY. CONTACT IDAHO DEPARTMENT OF W ATER
RESOU RCE FOR ABANDONMENT.
CONSTRU CT PEDESTRIAN RAMP NO. 1 TYPE 'C' W /
TRU NCATED DOMES PER ISPWC SD- 712 C AND ACHD
SD- 712 . SEE DETAIL THIS SHEET.
CONSTRU CT PEDESTRIAN RAMP NO. 2 TYPE 'C' W /
TRU NCATED DOMES PER ISPWC SD- 712 C AND ACHD
SD- 712 . SEE DETAIL THIS SHEET.
CONSTRU CT PEDESTRIAN RAMP NO. 3 TYPE 'C' W /
TRU NCATED DOMES PER ISPWC SD- 712 C AND ACHD
SD- 712 . SEE DETAIL THIS SHEET.
CONSTRU CT PEDESTRIAN RAMP NO. 4 TYPE 'C' W /
TRU NCATED DOMES PER ISPWC SD- 712 C AND ACHD
SD- 712 . SEE DETAIL THIS SHEET.
CONSTRU CT PEDESTRIAN RAMP NO. 5 TYPE 'C' W /
TRU NCATED DOMES PER ISPWC SD- 712 C AND ACHD
SD- 712 . SEE DETAIL THIS SHEET.
CONSTRU CT PEDESTRIAN RAMP NO. 6 TYPE 'C' W /
TRU NCATED DOMES PER ISPWC SD- 712 C AND ACHD
SD- 712 . SEE DETAIL THIS SHEET.
CONSTRU CT PEDESTRIAN RAMP NO. 7 TYPE 'C' W /
TRU NCATED DOMES PER ISPWC SD- 712 C AND ACHD
SD- 712 . SEE DETAIL THIS SHEET.
CONSTRU CT PEDESTRIAN RAMP NO. 8 TYPE 'C' W /
TRU NCATED DOMES PER ISPWC SD- 712 C AND ACHD
SD- 712 . SEE DETAIL THIS SHEET.
CONSTRU CT PEDESTRIAN RAMP NO. 9 TYPE 'G' W /
TRU NCATED DOMES PER ACHD SD- 712 G AND ACHD
SD- 712 . SEE DETAIL THIS SHEET.
CONSTRU CT PEDESTRIAN RAMP NO. 10 TYPE 'C' W /
TRU NCATED DOMES PER ISPWC SD- 712 C AND ACHD
SD- 712 . SEE DETAIL THIS SHEET.
CONSTRU CT PEDESTRIAN RAMP NO. 11 TYPE 'H4' W /
TRU NCATED DOMES PER ACHD SD- 712 H AND ACHD
SD- 712 . SEE DETAIL THIS SHEET.
CONSTRU CT PEDESTRIAN RAMP NO. 12 TYPE 'C' W /
TRU NCATED DOMES PER ISPWC SD- 712 C AND ACHD
SD- 712 . SEE DETAIL THIS SHEET.
CONSTRU CT PEDESTRIAN RAMP NO. 13 TYPE 'C' W /
TRU NCATED DOMES PER ISPWC SD- 712 C AND ACHD
SD- 712 . SEE DETAIL THIS SHEET.
CONSTRU CT CONCRETE DRIVEWAY W ITH RAMPED SIDEWALK
PER ACHD SD- 710B . SEE DETAIL THIS SHEET.
CONSTRU CT 2 9.0 LF 4' CONCRETE V ALLEY GU TTER
PER ACHD SD- 708.
CONSTRU CT 15' TRANSITION FROM REVERSE PAN ROLLED
CU RB TO ROLLED CU RB .
CONSTRU CT 2 0' TRANSITION FROM REVERSE PAN ROLLED
CU RB TO ROLLED CU RB .
REMOVE APPROX. 981 SQFT. CONCRETE PAD AND
DISPOSE OF OFFSITE.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
2 0
2 1
2 2
2 3
2 4
2 5
2 6
2 7
2 8
2 9
30
31
32
3
2 1
19
1
2 3
1
2 6
1
11
KEYNOTES
NOT U SED THIS SHEET.
EXISTING POWER POLE AND OVERHEAD LINES TO B E
REMOVED OR RELOCATED. COORDINATE W / IDAHO POWER.
NOT U SED THIS SHEET.
CONSTRU CT 2 0' TRANSITION FROM REVERSE PAN ROLLED
CU RB TO ROLLED CU RB .
REMOVE APPROX. 981 SQFT. CONCRETE PAD AND
DISPOSE OF OFFSITE.
9
10
30
31
1
11
32
31
31
31
31
31
31
31
31
31
N COLOSSEU M AVE
N LICHFIELD AVE
W AVILLA DR
W PHILOMENA CT
N SEPINO AVE
W DAPHNE ST
N B LACK CAT RD
18" ASTM #2 AGGREGATE
SU B ASE
2 0.0'
5.0'0' 10.0'10.5.0'
30.0'
LANDSCAPE
LANDSCAPE
RB
1% 1%
TYPICAL SHARED DRIVEWAY SECTION
W / PERMEAB LE INTERLOCKING
CONCRETE PAVERS
SEE ACHD B M P- 34
- NTS-
GATE B ASE
3
1
8" INTERLOCKING
CONCRETE PAVERS
2 " ASMT #8 AGGREGATE B EDDING
ATE
IRR Line A PROFILE
2 52 4
2 52 8
2 532
2 536
2 540
2 544
2 548
2 52 4
2 52 8
2 532
2 536
2 540
2 544
2 548
200 + 00 1+
2 544.04
2 544.84
3+ 00
2 543.95
2 545.04
4+ 00
2 543.66
2 544.44
5+ 00
2 543.99
2 544.2 6
6+ 00
2 542 .55
2 543.15
7+ 00
2 542 .62
2 543.32
8+ 00
2 542 .2 0
2 542 .68
10+00 00 9+
STA: 2 + 00.00
INV.= 2 543.51
CONNECT TO
EXISTING 12 " PIPE.
CONST. 12 " PVC
6.3 LF @ 0.2 2 %.
EXISTING GROU ND
FINISHED GRADE
FINISHED GRADE
EXISTING GROU ND
GRAVITY IRRIGATION LINE A
GRAVITY IRRIGATION LINE A
W DAPHNE ST
N COLOSSEU M AVE
N LICHFIELD AVE
3.0'
3.5'
8" W ATER
M AIN
200 + 00 1+
2 541.95
3+ 00
2 543.15
2 542 .71
4+ 00
2 542 .83
2 541.88
5+ 00
2 542 .98
2 541.84
6+ 00
2 542 .87
2 541.37
7+ 00
2 542 .83
2 541.55
8+ 00
2 542 .72
2 541.87
9+ 00
2 542 .88
2 542 .10
10+ 00
2 542 .95
2 542 .2 9
11+ 00
2 542 .95
2 542 .2 5
13+00 00 12 +
2 542 .35
2 542 .03
14+ 00
GRAVITY IRRIGATION LINE B
EXISTING GROU ND
FINISHED GRADE
8" SEWER
M AIN
6" PI
M AIN
FINISHED GRADE
EXISTING GROU ND
STA: 2 + 00.00
INV.= 2 541.86
CONNECT TO
EXISTING 2 4" PIPE.
CONST. 2 4" CMP
6.4 LF @ 0.44%.
2 534.50
B OTTOM
2 541.50
TOP
2 534.59
FL
0.10%
CONSTRU CT 12 " PVC
36.5 LF @ 0.2 %
CLEARWATER SCREENB OX
SEE DETAIL THIS SHEET.
PU M P STATION. SEE
DETAILS SHEET 2 4.
2
5 4 3
6
7
M
8" W ATER
M AIN
2 4" IRR
M AIN
8" W ATER
M AIN
6" PI
M AIN
8" W ATER
M AIN
8" W ATER
M AIN
8" W ATER
M AIN
CONST. 16" CASING
2 0.0 LF CENTERED
U NDER IRR LINE PER
M ERIDIAN STANDARDS
SW1 AND SW2
INSTALL 16" CASING
PER M ERIDIAN STANDARDS
SD1 AND SW2
2 0.0' W ATER
AND SEWER
EASEMENT
TOP = 2 541.40
B OTTOM = 2 530.40
2 534.58
6" INV.- OUT
W S= 2 540.50±
CLEARWATER
SCREEN CW400
SCREEN INLET B OX (5'x5')
- NTS-
6'- 0"
OUT TO
PU M P
STATION
SECTION V IEW
TOP V IEW
#4 @ 12 " O.C.
EACH W AY
CONSTRU CT 6"
PVC 13.6 LF
EXPANDED M ETAL LID
6'- 0"
5'- 0"
IRR Line D PROFILE
2 52 4
2 52 8
2 532
2 536
2 540
2 544
2 548
2 52 4
2 52 8
2 532
2 536
2 540
2 544
2 548
200 + 00 1+
2 543.42
2 544.03
3+ 00
2 543.42
2 544.43
4+ 00
2 540.2 3
2 543.07
5+ 00
2 539.91
2 541.95
6+ 00
2 539.74
2 541.88
7+ 00
2 539.63
2 542 .18
8+ 00
2 539.11
2 541.60
9+ 00
2 538.67
2 541.11
10+ 00
2 538.43
2 540.67
11+ 00
2 537.97
2 540.17
12 + 00
GRAVITY IRRIGATION LINE D
EXISTING GROU ND
FINISHED GRADE
FINISHED GRADE
EXISTING GROU ND
CONNECT TO EXISTING
15" PIPE. GROU T TO
FORM A W ATER- TIGHT
SEAL.
8" SEWER
M AIN
INTERCEPT AND CONNECT TO
EXISTING 15" PIPE. GROU T
TO FORM A W ATER- TIGHT
SEAL.
STA: 2 + 00.00
CONNECT TO
EXISTING 2 4"
PIPE.
STA: 13+ 90.76
DAYLIGHT INTO
EXISTING DITCH
CONST. 2 4" PVC
35.3 LF @ 0.08%.
INV.- OUT=2 540.76
DAYLIGHT INTO
EXISTING DITCH.
5.0'
TYP.
3.5'
3.5'
CONST. NEW IRR B OX
RIM:2 543.50
2 4" INV.- IN(S):2 538.16
18" INV.- OUT(W ):2 538.16
CONST. 2 4" PVC
82 .6 LF @ 0.08%
CONST. 18" PVC
2 8.7 LF @ 0.12 %
CONNECT TO
EXISTING 18" PIPE
INV.= 38.13
REMOVE APPROX. 10 LF
EXISTING 2 4" PIPE AND
EXISTING CONCRETE
IRRIGATION B OX AND
DISPOSE OF OFFSITE
B ACKFILL AND COMPACT APPROX.
102 LF EXISTING DITCH PER
GEOTECHNICAL REPORT.
COORDINATE W / LANDOWNER.
SEWER LINE B
SEE SHEET 16
SEWER LINE C
SEE SHEET 17
SEWER LINE D
SEE SHEET 17
SEWER LINE E
SEE SHEET 18
SEWER LINE A
SEWER LINE B
SEWER LINE A
SEE SHEET 15
SEWER LINE C
SEE SHEET 17
SEWER LINE A
SEE SHEET 15
SEWER LINE F
SEE SHEET 19
SEWER LINE D
SEE SHEET 17
SEWER LINE A
SEE SHEET 15
SEWER LINE G
SEE SHEET 2 0
SEWER LINE E
(B EACH LATERAL)
STA:2 + 07.34
REMOVE EXISTING
CLEAN- OU T AND
CONNECT TO
EXISTING 8"
SEWER M AIN.
INV.= 2 52 6.09
G
G
G
G
G
G G
G
G
G
G
G
G G
G
G G G
G G G
C ON S T. 15" P V C
35.2 LF @ 0.15%
C ON S T. 15" P V C
88.6 LF @ 0.15%
C ON S T. 15" C - 900
85.9 LF @ 0.15%
C ON S T. 15" P V C
171.0 LF @ 0.15%
C ON S T. 15" P V C
135.7 LF @ 1.14%
C ON S T. 15" C - 900
85.9 LF @ 0.19%
C ON S T. 15" P V C
71.6 LF @ 2.45%
C ON S T. 15" P V C
25.1 LF @ 2.00%
IRR Line C PROFILE
2 52 4
2 52 8
2 532
2 536
2 540
2 544
2 52 4
2 52 8
2 532
2 536
2 540
2 544
C ON S T. 24" P V C
14.4 LF @ 0.08%
C ON S T. 24" P V C
382.8 LF @ 0.08%
C ON S T. 24" C - 900
58.0 LF @ 0.08%
C ON S T. 24" P V C
280.2 LF @ 0.14%
C ON S T. 24" P V C
302.7 LF @ 0.08%
C ON S T. 24" P V C
111.0 LF @ 0.08%
S
C ON S T. 15" P V C
349.8 LF @ 0.15%
C ON S T. 15" C - 900
64.3 LF @ 0.16%
C ON S T. 15" P V C
352.8 LF @ 0.23%
C ON S T. 15" P V C
152.3 LF @ 0.60%
EX IRRM H-A8
S TA: 9+ 00.10 C ON S T.
RIM : 2542.30
15" IN V . IN (E): 2537.00
18" IN V . IN (N ): 2537.35
18" IN V . IN (S ): 2537.20
18" IN V . OUT(W ):
2537.20
8" W ATER
M AIN
IRRM H-A2
S TA: 2+ 36.26 C ON S T.
RIM : 2545.18
15" IN V . IN (N ): 2541.48
15" IN V . OUT(W ):
2541.48
8" W ATER
M AIN
6" PI
M AIN
IRRM H-B 2
S TA: 2+ 20.77 C ON S T.
RIM : 2543.93
24" IN V . IN (E): 2537.71
24" IN V . OUT(W ):
2537.71
IRR B OX- B 1 (W EIR B OX)
S TA: 6+ 61.55 C ON S T.
RIM : 2542.54
24" IN V . IN (E): 2537.40
24" IN V . OUT(W ): 2537.40
12" IN V . OUT(S ): 2537.40
IRRM H-D4
S TA: 7+ 75.91 C ON S T.
RIM : 2541.71
15" IN V . IN (E): 2538.17
15" IN V . OUT(W ):
2538.17
8" W ATER
M AIN
15" IRR
M AIN
6" PI
M AIN
6" PI
M AIN
CONST. 8" PVC SEWER
17.1 LF @ 0.40%
W / 16" CASING PER
M ERIDIAN STANDARDS
SW1 AND SW2
CONST. 16" CASING
2 0.0 LF CENTERED
U NDER IRR LINE PER
M ERIDIAN STANDARDS
SW1 AND SW2
12 " IRR
M AIN
EX IRRM H-D6
S TA: 11+ 60.78 C ON S T.
RIM : 2540.66
24" IN V . IN (E): 2535.16
24" IN V . OUT(W ):
2535.16
IRRM H-D5
S TA: 11+ 28.69 C ON S T.
RIM : 2541.09
15" IN V . IN (E): 2537.36
24" IN V . OUT(W ):
2536.61
4
2
2
4
CONSTRU CT 6" PI
M AIN 106.6 LF
CONSTRU CT 6" PI
M AIN 67.0 LF W /
12 " C- 900 SLEEVE
CONSTRU CT 6" PI
M AIN 461.5 LF
CONSTRU CT 6" PI
M AIN 32 5.4 LF
CONSTRU CT 6" PI
M AIN 67.0 LF W /
12 " C- 900 SLEEVE
CONSTRU CT 6" PI
M AIN 465.0 LF
CONSTRU CT 6" PI
M AIN 453.5 LF
CONSTRU CT 6" PI
M AIN 78.4 LF W /
12 " C- 900 SLEEVE
CONSTRU CT 6" PI
M AIN 78.4 LF W /
12 " C- 900 SLEEVE
CONSTRU CT 6" PI
M AIN 379.3 LF
CONSTRU CT 6" PI
M AIN 71.5 LF
CONSTRU CT 6" PI
M AIN 65.2 LF
CONSTRU CT 6" PI
M AIN 144.1 LF
CONSTRU CT 6" PI
M AIN 68.8 LF W /
12 " C- 900 SLEEVE
CONSTRU CT 6" PI
M AIN 70.7 LF W /
12 " C- 900 SLEEVE
INSTALL 8"x4" TAPPING TEE, 4" LANDSCAPE M ETER
PER CITY OF M ERIDIAN STANDARD DRAWING W 5
FOR CROSS CONNECTION TO PRESSU RE IRRIGATION.
CONNECTION REQU IRES A REDU CED- PRESSU RE
B ACKFLOW PREVENTER APPROVED B Y THE STATE
OF IDAHO, DEPARTMENT OF ENVIRONMENTAL
QUALITY, AND M ERIDIAN W ATER DEPARTMENT.
CONSTRU CT 6" PI
M AIN 91.3 LF
CONSTRU CT 6" PI
M AIN 91.3 LF
CONSTRU CT 6" PI
M AIN 89.3 LF
CONSTRU CT 6" PI
M AIN 131.7 LF
CONSTRU CT 6" PI
M AIN 91.1 LF W /
12 " C- 900 SLEEVE
CONSTRU CT 6" PI
M AIN 67.0 LF W /
12 " C- 900 SLEEVE
CONSTRU CT 6" PI
M AIN 461.5 LF
CONSTRU CT 6" PI
M AIN 106.4 LF
4
CONSTRU CT 6" PI
M AIN 57.9 LF
2
CONSTRU CT 6" PI
M AIN 33.1 LF
CONSTRU CT 6" PI
M AIN 159.6 LF
CONSTRU CT 6" PI
M AIN 345.1 LF
CONSTRU CT 6" PI
M AIN 2 59.2 LF
CONSTRU CT 6" PI
M AIN 11.5 LF
7
7 7
3
8
8
6.0'
3.0'
6.5'
6.5'
3.0'
3.0'
6.0'
3.0'
3.0'
6.5'
W ATER KEYNOTES
INSTALL 11.2 5° ELL (M J )
INSTALL 2 2 .5° ELL (M J )
INSTALL 2 " B LOW- OFF ASSEMB LY PER
M ERIDIAN STANDARD DRAWING W 13.
INSTALL 8" TEE (M J ) W /
2 - 8" GATE V ALVES (M J )
INSTALL 90° ELL (M J )
1- 8"x6" REDU CER (M J )
1- 6" GATE V ALVE (M J )
6" C- 900 W ATER M AIN 7.3 LF
AND A FIRE HYDRANT PER M ERIDIAN
STANDARD DRAWINGS W 8 AND W 9.
INSTALL 90° ELL (M J )
1- 8"X6" REDU CER (M J )
1- 6" GATE V ALVE (M J )
6" C- 900 W ATER M AIN 2 7.3 LF
AND A FIRE HYDRANT PER M ERIDIAN
STANDARD DRAWINGS W 8 AND W 9.
INSTALL 8"x8"x8" TEE (M J )
1- 6" GATE V ALVE (M J )
6" C- 900 W ATER M AIN 13.0 LF
AND A FIRE HYDRANT PER M ERIDIAN
STANDARD DRAWINGS W 8 AND W 9.
CONSTRU CT 8" C- 900
W ATER M AIN 12 .1 LF.
CONSTRU CT 8" C- 900
W ATER M AIN 5.7 LF.
SEE W ATER NOTE 2 SHEET 2 .
SEE W ATER NOTE 3 SHEET 2 .
CONSTRU CT 16" CASING 2 0.0 LF
CENTERED ON THE IRRIGATION LINE
PER M ERIDIAN STANDARD DRAWINGS
SW1 AND SW2 .
1
8
7
7
7
7
2
3
3
4
4
4
4
4
4
5
6
9
10
10
10 10
10
10
11 11 11 11
11
11
11 11
11 11 11
11 11
11
11 11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11 11
11
11
11
11
4
12
12
10
10
10
12
10
12
12
REMOVE TEM PORARY B LOW- OFF
ASSEMB LY IF PRESENT AND
CONNECT TO 8" W ATER M AIN.
COORDINATE W / B RODY SQU ARE
SU B DIVISION CONSTRU CTION.
CONSTRU CT 8" C- 900
W ATER M AIN 143.8 LF
CONSTRU CT 8" C- 900
W ATER M AIN 12 1.5 LF
CONSTRU CT 8" C- 900
W ATER M AIN 385.9 LF
CONSTRU CT 8" C- 900
W ATER M AIN 140.1 LF
CONSTRU CT 8" C- 900
W ATER M AIN 117.5 LF
CONSTRU CT 8" C- 900
W ATER M AIN 2 32 .6 LF
CONSTRU CT 8" C- 900
W ATER M AIN 160.0 LF
CONSTRU CT 8" C- 900
W ATER M AIN 145.7 LF
CONSTRU CT 8" C- 900
W ATER M AIN 193.2 LF
CONSTRU CT 8" C- 900
W ATER M AIN 332 .8 LF
CONSTRU CT 8" C- 900
W ATER M AIN 188.0 LF
CONSTRU CT 8" C- 900
W ATER M AIN 44.8 LF
CONSTRU CT 8" C- 900
W ATER M AIN 87.2 LF
CONSTRU CT 8" C- 900
W ATER M AIN 145.2 LF
CONSTRU CT 8" C- 900
W ATER M AIN 335.5 LF
CONSTRU CT 8" C- 900
W ATER M AIN 46.7 LF
CONSTRU CT 8" C- 900
W ATER M AIN 2 49.6 LF
REMOVE TEM PORARY B LOW- OFF
ASSEMB LY IF PRESENT AND
CONNECT TO 8" W ATER M AIN.
CONSTRU CT 8" C- 900
W ATER M AIN 2 4.1 LF
INSTALL 8"x4" TAPPING TEE, 4" LANDSCAPE M ETER
PER CITY OF M ERIDIAN STANDARD DRAWING W 5 FOR
CROSS CONNECTION TO PRESSU RE IRRIGATION.
CONNECTION REQU IRES A REDU CED- PRESSU RE B ACKFLOW
PREVENTER APPROVED B Y THE STATE OF IDAHO,
DEPARTMENT OF ENVIRONMENTAL QUALITY, AND M ERIDIAN
W ATER DEPARTMENT.
CONSTRU CT 8" C- 900
W ATER M AIN 392 .7 LF
IRR B OX- B 1 (W EIR B OX)
STA: 6+ 61.55 LINE B
2 + 00.00 LINE C
SEE DETAIL SHEET 7
180°0'0"
90°14'43"
159°36'30"
180°0'0"
GRAVITY IRRIGATION LINE B
GRAVITY IRRIGATION LINE D
SEE SHEET 6
168°2 9'33"
G
CONST. NEW IRRIGATION M ANHOLE
W / GRATED LID.
RIM: 2 540.91
2 4" INV.- OUT(N): 2 538.2 3
COORDINATE W / LANDOWNER
INTERCEPT AND CONNECT TO
EXISTING 2 4" PIPE. GROU T
TO FORM A W ATER- TIGHT
SEAL
CONNECT TO EXISTING 2 4" PIPE.
GROU T TO FORM A W ATER- TIGHT
SEAL.
GRAVITY IRRIGATION LINE D
GRAVITY IRRIGATION LINE B
SEE SHEET 5
104°36'41"
167°31'14"
180°0'0" 180°0'0"
173°43'14"
1+ 00 2 + 00
2 542 .90
2 541.2 0
3+ 00
2 542 .05
2 541.14
4+ 00
2 542 .2 3
2 541.13
5+ 00
C ON S T. 12" P V C
93.5 LF @ 0.22%
C ON S T. 12" P V C
67.6 LF @ 0.22%
C ON S T. 12" P V C
50.4 LF @ 0.75%
C ON S T. 12" P V C
70.5 LF @ 0.22%
IRR B OX- B 1 (W EIR B OX)
S TA: 2+ 00.00 C ON S T.
RIM : 2542.54
24" IN V . IN (E): 2537.40
24" IN V . OUT(W ): 2537.40
12" IN V . OUT(S ): 2537.40
EXISTING GROU ND
FINISHED GRADE
90°0'0"
81°33'14"
180°0'0"
6" PI
M AIN
8" W ATER
M AIN
GRAVITY IRRIGATION LINE C
8" SEWER
M AIN
GRAVITY IRRIGATION LINE C
SEE SHEET 5
48" FILTER REMOVAL
CLEARANCE
48" FILTER REMOVAL
CLEARANCE
52
1
4"
WET WELL COVER
LEVEL
SENSOR/
FLOAT
SWITCH
CAP
1" BLOWOUT
1" CW
CLEANOUT
3
4" HOSE BIB
3
4" DRAIN
97
1
4"
60" WET
WELL
FILTER SHOWN
REMOVED FOR
CLARITY
8'-0" MINIMUM
WATER DEPTH
OPTIONAL
MARINE
GRADE
ALUMINUM
ENCLOSURE
LEVEL
TRANSDUCER
BILL OF MATERIALS
ITEM DESCRIPTION Count
1 AIR RELIEF VALVE 2
2 AIR RELIEF VALVE 1
3 BUTTERFLY VALVE, LO 2
4 BUTTERFLY VALVE, LO, GV 1
5 BUTTERFLY VALVE, LO, GV 1
6 BUTTERFLY VALVE, LO, GV 2
7 CHECK VALVE, ENBEE 1
8 CHECK VALVE, GROOVED 1
9 CHECK VALVE, GROOVED 2
10 ELECTRICAL PANEL 1
11 FILTER, SAF 3000 1
12 FLOW METER 1
13 HIGH PRESSURE SWITCH 1
14 HP RELIEF VALVE, ANGLED 1
15 PRESSURE GAUGE 2
16 PRESSURE SENSOR 1
17 PUMP, SUBMERSIBLE 1
18 PUMP, SUBMERSIBLE 2
19 SKID 1
1
1
2" INTAKE
SCREEN
FLUSH LINE
2" FILTER
FLUSH LINE
OPTIONAL
INTEGRATED
PUMP
STATION
ENCLOSURE
1
2
5
6
4
8
9
10
19
12 11 1513 7 3 1615 3 14
18
17
DUTY PUMP ASSEMBLY
JOCKEY PUMP ASSEMBLY
FRONT VIEW
PLAN VIEW
6" CONNECTION
OPTIONAL PPS INTEGRATED ENCLOSURE
Design Flow Rate:
Incoming Power:
GPM @
Volt /
DESIGN SPECIFICATIONS
Model #: Precision Pumping Systems (208) 323-5300
350
480 Phase
80 PSI
3
NEC CLEARANCE
SEE LOCAL CODES
SCOPE OF WORK
Packaged Pump Station supplier shall provide a variable speed
submersible turbine pump station complete with pump, piping,
valves, sensors, variable frequency drive (VFD), programmable
logic controller (PLC), UL 508A listed control panel, and all
appurtenances necessary for a complete and functioning
pumping system. The station shall be mounted to press brake
formed steel base and enclosed in a powder-coated marine
grade aluminum enclosure. The pump station shall be
manufactured by a UL QCZJ certified pump station
manufacturer.
Technical Service and Support. The manufacturer shall provide
access 24/7 phone support with a factory certified technician.
The technician shall have access to all relevant data specific to
the pump station, including specifications, submittal, shop
drawings, programming, and detailed photos of the system.
Factory Testing. The pump station shall undergo and pass all of
the following system performance tests: Hydrostatic testing that
meets ANSI/HI specifications and standards; Flow testing that
meets ANSI/HI 14.6 specifications and standards; and Vibration
testing that meets ANSI/HI 9.6.4 Vibration Measurement and
Allowable Values specifications and standards. The pumping
system shall be flow tested as a complete unit, which shall
include function testing of pumps, motors, instrumentation,
appurtenances, and control panel. The results of all tests shall
be available to the owner.
PRODUCTS
Piping, Valves, Skid Base, & Station Enclosure.
Piping. The station piping shall be standard wall pipe with
grooved connections. Flanged or welded connections shall not
be acceptable. Threaded connections between the main piping
sections other than at the pump volute shall not be acceptable.
Valves. Butterfly style isolation valves--with grooved
connections--shall be included on station suction and discharge
piping. Flanged or threaded connections shall not be accepted.
A non-slam check valve shall be included on the discharge of
each pump. An air release valve shall be included, located
immediately after the pump check valve.
Skid. The pump skid shall be made of 3/8" press broke A36
steel. No welded bases or open rail systems shall be
acceptable.
Corrosion Protection. The pump skid and appurtenances shall
be cleaned to bare steel and hot dip galvanized. All piping
including elbows shall be galvanized inside and out. The pump
station shall be pressure tested prior to galvanizing. No welding
shall be performed after the pump station is galvanized. The
skid an piping shall be warrantied for a period of 25 years.
Station Enclosure. The pump station enclosure shall be
constructed of marine grade aluminum modular panels to allow
access to all pumps and components by simply removing any
panel. The entire front of the enclosure shall consist of hinged
doors. The enclosure shall be powder coated. The roof of the
enclosure shall be easily displaced and replaced by one person
for the purpose of servicing the pump station. The station
enclosure shall include a ventilation fan (or fans) appropriately
sized to adequately cool the enclosed equipment.
Automatic Filter: The pump station shall include an automatic
screen filter. The filter shall use suction scanning devices to
automatically remove debris from the filter element. The filter
shall be Amiad SAF with 200 micron filtration or approved equal.
Control logic for filter flush shall be included as part of the main
control panel PLC programming.
Pump Control System
NEMA Rating. The VFD, PLC, and associated electrical
equipment shall be mounted in a NEMA 12/NEMA 4 enclosure
rated for indoor/outdoor installation depending on site location.
To avoid potential water or rodent damage, VFD's mounted
outside the main control panel are not acceptable.
Control Panel Manufacturing & Testing. The pump control panel
shall be manufactured and listed by a UL508A Panel Shop. The
panel shall be UL labeled as an "Enclosed Industrial Control
Panel". The pump control panel shall be completely
manufactured, tested and programmed prior to delivery to the
job site.
Documentation. A color wiring schematic and pump nameplate
information shall be permanently affixed to the inside of the
control enclosure. All field terminal connections shall be
numbered and labeled.
Cooling System. The control panel cooling system shall be
appropriately sized for the ambient conditions. The cooling
system shall not allow dust, insects or rodents inside the pump
control panel. Two sets of spare filters shall be included with
the pumping system.
Main Disconnect. A service-entrance rated, non-fused
disconnect shall be mounted in the pump control panel and
shall isolate all power to the control panel. The disconnect shall
include an operating handle mounted on the control panel
enclosure door that is mechanically interlocked to prevent entry
while the disconnect is in the ON position. To prevent damage
from vandalism, a disconnect external to the pump station
enclosure shall not be accepted.
Overcurrent Protection. The VFD bridge rectifiers shall be
protected from over current by an appropriately sized circuit
breaker. Fuses are not acceptable.
Lightning & Surge Protection. The Pump Control Panel shall be
equipped with transient voltage and surge arrestors.
Convenience Outlet. The Pump Control Panel shall be equipped
with a duplex outlet.
Variable Frequency Drive (VFD). The VFD shall be
appropriately sized to meet the FLA (full load amps) required by
the pump motor, as stated on the motor nameplate. The VFD
shall be manufactured by ABB Industrial Systems, Mitsubishi, or
approved equal. Initial start-up and calibration shall be
performed by a factory certified technician, which shall extend
the warranty on the control panel to a total of three (3) years.
Programmable Logic Controller (PLC). The PLC shall be fully
programmed prior to pump panel installation. The technician
installing and programming the PLC is to be factory trained and
certified by the PLC manufacturer. The PLC programming shall
be non-proprietary, and the complete station programming shall
be made available to the owner via a USB drive included with
the station control panel.
PLC Operator Interface. The PLC shall be equipped with a 5.7”
LCD color touchscreen. The operator interface shall allow the
user to make adjustments to the PLC program locally without
requiring any additional equipment such as a laptop computer.
A VFD control keypad is not an acceptable substitution for the
digital operator interface. The PLC shall have an Ethernet port
to enable remote access.
To ensure that the control system warnings and parameters can
be safely understood by a wide range of operators, the interface
shall have user-selectable English or Spanish Interface
PLC Control Functions:
1. User settable Local or Remote control.
2. System Pressure Setpoint
3. Pump Sleep Settings, with two threshold modes: Sleep by
Flow or Sleep by Frequency
4. System Protection Settings, including fault and warning
parameters for low flow, high flow, low pressure, high
pressure, restart trials and restart delay time.
5. Load Factory Default Settings, User Saved Default Settings.
6. Pre-Programmed Start-Up Routines to limit and/or delay
starting and acceleration of the pump to eliminate excessive
velocity and pressure. It shall also include initial start-up,
mainline fill, power outage and automatic re-starts.
PLC Monitoring Functions
1. The LCD color touchscreen must be capable of alternating
between English and Spanish during operation by an
end-user accessible button located within an operator screen.
The system diagnostic utility must be capable of being
displayed in both English and Spanish.
2. Pump operating status, total pump run hours, motor
frequency, motor amperage
3. System pressure, flow rate
4. Fault Log with time stamps and diagnostic utility.
5. Trend Data, with graphic display of system pressure, flow,
motor frequency and amperage. Data shall be exportable to
MS Excel.
6. USB port to upload, download of program, and data storage.
Web-Based Remote Monitoring and Control
The pump station control panel shall include a web-based
remote control and monitoring system that can be accessed
from any device with a web browser, such as a PC, tablet, or
smart phone. No 3
rd
party application or software must be
required for accessing this information. The web page shall
include full graphical representation of the pump station and its
features and shall be capable of remotely changing all operating
parameters of the pump station. The pump station shall
automatically send email or text alerts regarding warnings and
faults and specify the station and specific fault/alarm.
The pump station manufacturer shall supply all required
communication hardware except computer and computer
accessories, including all necessary direct burial cable and
antennas.
Instrumentation.
Pressure Gauges shall have a 304 stainless steel case, with
bezel construction. Gauges shall have a 2.5” diameter and be
liquid filled.
Pressure Transmitter(s) shall be constructed of stainless steel
and rated for the pump station discharge pressure.
Flow Meter. The station shall include a magnetic flow meter.
The flow meter shall have flange connections. The flow meter
shall be capable of pulse and analog output. Current and
totalized flow shall be read at the pump control panel HMI.
Inserion flow meters and sensors shall not be accepted.
High Pressure Switch shall be located on the station discharge
manifold. It shall signal a system fault if the discharge pressure
reaches a user-adjustable setting, with the adjustment
mechanism located on the switch. The high pressure switch
shall be IFM or approved equal.
Diaphragm Style Pressure Relief Valve shall protect the piping
network by bypassing or relieving excess pressure and shall
maintain close pressure limits without causing surges. If
upstream pressure decreases below the spring setting, the
valve shall close. The valve shall be a Cla-Val Co. Model No.
50-01/650-01 Pressure Relief and Pressure Sustaining Valve as
manufactured by Cla-Val or approved equal. Filter relief piping
shall be plumbed to the system wet well.
Pump Protection Shrouds
Each pump and motor shall be completely encased in a slotted
PVC well casing. Both ends of the shall be thoroughly sealed to
ensure that no water can enter at either end. Water shall only
enter the casing through precision laser cut slots, which will not
allow debris larger than can be passed entirely through the
pump. All water entering the casing shall pass over, and cool
the motor, prior to entering the pump.
C LEARWATER
S ELF C LEAN IN G IN TAKE
S EALED B EARIN G
IN TAKE S C REEN
IN FROM
WATER SUPPLY
100" 44"
66" 42"
1
1
2" INTAKE
SCREEN
SUPPLY LINE
2" FILTER
FLUSH LINE
-TO WASTE
DUCTILE IRON
W/ UNIFLANGE
STUBBED 6"
ABOVE PAD
POWER
CONDUIT
5" 11"20"
9"
60" WET
WELL
108"
144"
WET WELL LAYOUT & MINIMUM CLEARANCES
70"
1"
DUCTILE IRON
W/ UNIFLANGE
STUBBED 6"
ABOVE PAD
IN FROM
IRRIGATION
POND NO. 3
2 534.42
12 " INV.- IN
OUT TO
PU M P
STATION
IN FROM
IRRIGATION
POND NO. 3
87°2 3'7"
90°0'0"
GRAVITY IRRIGATION LINE C
SEE SHEET 5
SECTION V IEW
2 537.40
INV- OUT
2 536.65
B OTTOM
8'- 0"
6" 3'- 0" 4'- 0"6"
5'- 6"
6"
M IN.
3
4" CRU SHED ROCK TO M IN.
1' DEPTH U NDER STRU CTU RE
EXPANDED M ETAL TOP
FLOW
CHECK B OARD
TOP V IEW
IRR B OX- B 1 W EIR B OX DETAIL
- NTS-
2 542 .65
TOP
12 " PVC OUT
TO IRRMH- C1
5'- 0"
2 4" PVC
FLOW
90.0°
90.0°
4'- 0"
CHECK B OARD
#4 @ 12 " O.C.
EACH W AY
12 "PVC
2 537.40
INV- IN/OUT
C10 CANAL
GATE, TYP.
2 4" PVC
FLOW
SECTION V IEW
2 539.2 5
B OTTOM
8'- 0"
6" 4'- 0" 3'- 0"6"
4'- 0"
6"
M IN.
3
4" CRU SHED ROCK TO M IN.
1' DEPTH U NDER STRU CTU RE
EXPANDED M ETAL
TOP
FLOW
CHECK B OARD
TOP V IEW
IRR B OX- A1 W EIR B OX DETAIL
- NTS-
2 543.75
TOP
12 " PVC OUT
TO IRRIGATION
POND NO. 1
5'- 0"
FLOW
90.0°
90.0°
4'- 0"
CHECK B OARD
#4 @ 12 " O.C.
EACH W AY
CONST. 12 " PVC
73.5 LF @ 2 .72 %
2 540.96
INV- IN/OUT
C10 CANAL GATE, TYP.
15" PVC
FLOW
90.0°
90.0°
15" PVC
2 540.00
INV- OUT
PRESSU RIZED IRRIGATION
PU M P STATION. SEE
DETAILS SHEET 2 4
5'x85' PERCOLATION
W INDOW. SEE DETAIL
SHEET 2 .
W AVILLA DR
W PHILOMENA CT
W DAPHNE ST
N COLOSSEU M AVE
N LICHFIELD AVE
N SEPINO AVE
W AVILLA DR
W PHILOMENA CT
W DAPHNE ST
N COLOSSEU M AVE
N LICHFIELD AVE
N SEPINO AVE
W AVILLA DR
W PHILOMENA CT
W DAPHNE ST
N COLOSSEU M AVE
N LICHFIELD AVE
N SEPINO AVE
STREET LIGHT #1
TYPE 2
57 W ATT
EATON/STREETWORKS
STREET LIGHT #2
TYPE 2
57 W ATT
EATON/STREETWORKS
STREET LIGHT #3
TYPE 2
57 W ATT
EATON/STREETWORKS
STREET LIGHT #4
TYPE 2
57 W ATT
EATON/STREETWORKS
STREET LIGHT #5
TYPE 2
57 W ATT
EATON/STREETWORKS
STREET LIGHT #6
TYPE 2
57 W ATT
EATON/STREETWORKS
STREET LIGHT #7
TYPE 2
57 W ATT
EATON/STREETWORKS
STREET LIGHT #8
TYPE 2
57 W ATT
EATON/STREETWORKS
STREET LIGHT #9
TYPE 2
57 W ATT
EATON/STREETWORKS
STREET LIGHT #10
TYPE 2
57 W ATT
EATON/STREETWORKS
STREET LIGHT #11
TYPE 2
57 W ATT
EATON/STREETWORKS
STREET LIGHT #12
TYPE 2
57 W ATT
EATON/STREETWORKS
STREET LIGHT #13
TYPE 2
57 W ATT
EATON/STREETWORKS
STREET LIGHT #14
TYPE 1
57 W ATT
EATON/STREETWORKS
W AVILLA DR
W DAPHNE ST
W PHILOMENA CT
N COLOSSEU M AVE
N LICHFIELD AVE
N SEPINO AVE
18.0'
N B LACK CAT ROAD
ROAD B ASE EXTENDS B EHIND B ACK OF CU RB A M INIMUM OF 6"
ROAD B ASE EXTENDS B EHIND B ACK OF CU RB A M INIMUM OF 6"
ROAD B ASE EXTENDS B EHIND B ACK OF CU RB A M INIMUM OF 6"
2 542 .18 EX- EP- 2 + 00.00 13.06' LT
SAWCU T 10.77' LT 2 541.95 M E
0.48%
0.48%
1.61%
0.71%
1.12 %
1.12 %
R2 7.0'
TYP.
R2 7.0'
TYP.
GR B R
S.C. 3+ 77.31
S.L. 41.5' L
E.I. 2 52 8.57
S.C. 2 + 62 .11
S.L. 43.7' L
E.I. 2 52 8.05
W AVILLA DR
W PHILOMENA CT
N SEPINO AVE
INSTALL 16" CASING
PER M ERIDIAN STANDARDS
SD1 AND SW2
S S M H-D2
S TA: 4+ 69.37 C ON S T.
RIM : 2542.29
8" IN V . OUT(E): 2534.66
2 540.50
HIGH W ATER LINE
2 541.00
(SCHRIVNER LATERAL)
S.C. 7+ 2 9.10
S.L. 86.1' L
E.I. 2 531.72
33
33
33
2 3
2 541.15 TB C
4+ 11.41 2 541.06 TB C
4+ 51.90
2 541.34 TV C
4+ 11.2 4
2 541.13 TB C
4+ 2 1.90
2 541.2 TB C
3+ 81.41
2 541.39 TV C
3+ 92 .07
2 541.33 TV C
4+ 17.90
2 541.40 TV C
3+ 85.41
CONSTRU CT 4' TRANSITION FROM
REVERSE PAN ROLLED CU RB TO
REVERSE PAN V ERTICAL CU RB
CONSTRU CT 4' TRANSITION FROM
REVERSE PAN ROLLED CU RB TO
REVERSE PAN V ERTICAL CU RB
CONSTRU CT 4' TRANSITION FROM
REVERSE PAN ROLLED CU RB TO
REVERSE PAN V ERTICAL CU RB
CONSTRU CT 4' TRANSITION FROM
REVERSE PAN ROLLED CU RB TO
REVERSE PAN V ERTICAL CU RB
2 541.32 TV C
4+ 2 .07
2 541.2 7 TV C
3+ 92 .07
2 541.2 6 TV C
4+ 47.90
2 541.33 TV C
4+ 15.41
5.0'
5.0'
CONSTRU CT 12 5 LF REVERSE PAN
V ERTICAL CU RB PER ACHD SD- 701R
CONSTRU CT 12 5 LF REVERSE PAN
V ERTICAL CU RB PER ACHD SD- 701R
2 541.44 TV C
5+ 97.51
2 541.2 8 TB C
6+ 08.16
2 541.16 TB C
5+ 67.68
2 541.38 TV C
5+ 78.33
2 541.46 TV C
6+ 04.16
2 541.37 TV C
5+ 71.68
CONSTRU CT 4' TRANSITION FROM
REVERSE PAN ROLLED CU RB TO
REVERSE PAN V ERTICAL CU RB
CONSTRU CT 4' TRANSITION FROM
REVERSE PAN ROLLED CU RB TO
REVERSE PAN V ERTICAL CU RB
5.0'
CONSTRU CT 12 5 LF REVERSE PAN
V ERTICAL CU RB PER ACHD SD- 701R
2 541.2 5 TB C
5+ 97.68 2 541.36 TB C
6+ 38.16
CONSTRU CT 4' TRANSITION FROM
REVERSE PAN ROLLED CU RB TO
REVERSE PAN V ERTICAL CU RB
CONSTRU CT 4' TRANSITION FROM
REVERSE PAN ROLLED CU RB TO
REVERSE PAN V ERTICAL CU RB
2 541.47 TV C
6+ 08.33
2 541.52 TV C
6+ 2 7.51
2 541.54 TV C
6+ 34.16
2 541.45 TV C
6+ 01.68
5.0'
CONSTRU CT 12 5 LF REVERSE PAN
V ERTICAL CU RB PER ACHD SD- 701R
B
REMOVE TEM PORARY B LOW- OFF
ASSEMB LY IF PRESENT AND
CONNECT TO 8" W ATER M AIN.
COORDINATE W / B RODY SQU ARE
SU B DIVISION CONSTRU CTION.
0.49%
1.61%
12
2 542 .00 TB C
2 + 00.00
2 542 .45 TB C
2 + 44.53
2 542 .63 TB C
2 + 89.05 PC
2 543.12 TB C
3+ 77.55 PT
2 543.36 TB C
4+ 2 2 .18
2 543.56 TB C
4+ 66.80
2 543.82 TB C
5+ 2 9.64
2 544.39 TB C
6+ 37.10
2 544.66 TB C
6+ 81.72 PC
2 544.84 TB C
7+ 70.2 2 PT
2 545.02 TB C
8+ 15.61
2 545.2 0 TB C
8+ 60.97
2 542 .42 TB C
2 + 44.2 5 PC
2 542 .42 TB C
2 + 44.2 5 PT
2 542 .58 TB C
2 542 .31 FL
2 542 .2 9 TB C
2 542 .2 9 FL
2 542 .52 TB C
2 542 .2 5 FL
2 542 .2 6 TB C
2 542 .58 2 542 .2 6 FL
FS
TRU NCATED DOMES PER
ACHD SD- 712 C
2 542 .78 TB C
2 542 .51 FL
2 542 .56 TB C
2 542 .56 FL
2 542 .60 TB C
2 542 .60 FL
2 542 .93 TB C
2 542 .66 FL
2 542 .93
FS
TRU NCATED DOMES PER
ACHD SD- 712 C
2 544.58 TB C
2 544.31 FL
2 544.2 9 TB C
2 544.2 9 FL
2 544.50 TB C
2 544.2 3 FL
2 544.2 5 TB C
2 544.58 2 544.2 5 FL
FS
TRU NCATED DOMES PER
ACHD SD- 712 C
2 544.60 TB C
2 544.33 FL
2 544.36 TB C
2 544.36 FL
2 544.40 TB C
2 544.40 FL
2 544.71 TB C
2 544.44 FL
2 544.71
FS
TRU NCATED DOMES PER
ACHD SD- 712 C
2 541.41 TB C
2 541.14 FL
2 541.14 TB C
2 541.14 FL
2 541.15 TB C
2 541.15 FL
2 541.42
FS
2 541.42
FS
TRU NCATED DOMES PER
ACHD SD- 712 C
2 541.04 TB C
2 541.04 FL
2 541.01 TB C
2 541.01 FL
2 541.32 TB C
2 541.05 FL
2 541.2 7 TB C
2 541.00 FL
2 541.32
FS
2 541.32
FS
TRU NCATED DOMES PER
ACHD SD- 712 C
2 541.69 TB C
2 541.42 FL
2 541.40 TB C
2 541.40 FL
2 541.60 TB C
2 541.33 FL
2 541.36 TB C
2 541.36 FL
2 541.69
FS
2 541.69
FS
TRU NCATED DOMES PER
ACHD SD- 712 C
2 541.50 TB C
2 541.50 FL
2 541.50 TB C
2 541.50 FL
2 541.78 TB C
2 540.51 FL
2 541.78
TRU NCATED DOMES PER FS
ACHD SD- 712 C
2 541.90 TB C
2 541.63 FL
2 541.78
FS
2 541.39 TB C
2 541.12 FL
2 541.43 TB C
2 541.16 FL
2 541.16 TB C
2 541.16 FL
2 541.08 TB C
2 541.08 FL
2 541.33 TB C
2 541.06 FL
2 541.46 TB C
2 541.19 FL
2 541.43
TSW
2 541.18
TSW
2 541.2 6
TSW
2 541.56
TSW
2 540.77 TB C
2 540.77 FL
2 541.05 TB C
2 540.78 FL
2 540.75 TB C
2 540.75 FL
2 541.01 TB C
2 540.74 FL
2 541.13 TB C
2 540.85 TSW
2 541.09 TB C
2 540.83 TSW
2 541.09 TB C
2 541.09 TSW
2 541.13 TB C
2 541.13 TSW
TRU NCATED DOMES PER
ACHD SD- 712 C
4'x4' FLAT STREET SIDE LANDING
PER ACHD SD- 712 G
2 541.03 TB C
2 540.76 FL
2 540.76 TB C
2 540.76 FL
2 540.75 TB C
2 540.75 FL
2 541.02 TB C
2 540.75 FL
2 541.05 TB C
2 540.78 FL
2 540.77 TB C
2 540.77 FL
2 540.77 TB C
2 540.77 FL
2 541.06 TB C
2 540.79 FL
2 541.00 TB C
2 540.73 FL
2 541.02 TB C
2 540.75 FL
2 540.76 TB C
2 540.76 FL
2 540.77 TB C
2 540.77 FL
2 541.04 TB C
2 540.77 FL
2 541.09 TB C
2 540.82 FL
2 541.05
FS
2 541.05
FS
2 541.05
FS
2 541.61 TB C
2 541.34 FL
2 541.40 TB C
2 541.13 FL
2 541.12 TB C
2 541.12 FL
2 541.09 TB C
2 541.09 FL
2 541.33 TB C
2 541.06 FL
2 541.2 TB C
2 540.95 FL
2 541.36
FS
2 541.36
FS
2 541.07
FL
2 541.19
FL
2 541.61 TB C
2 541.34 FL
2 541.53
FS
2 541.53
FS
2 541.57 TB C
2 541.30 FL
2 541.53 TB C
2 541.2 6 FL
2 541.2 5 TB C
2 541.2 5 FL
2 541.2 4 TB C
2 541.2 4 FL
2 541.52 TB C
2 541.2 5 FL
2 541.78 TB C
2 541.51 FL
2 541.42 TB C
2 541.15 FL
2 541.17
FS 2 541.33
FS
2 542 .58
FS
2 542 .93
FS
2 544.58
FS
2 544.71
FS
2 541.2 3 TB C
2 540.96 FL
2 541.39 TB C
2 541.12 FL
2 541.74 TB C
2 541.47 FL
2 541.50 TB C
2 541.2 3 FL
2 541.90 TB C
2 541.63 FL
2 544.35 TB C
2 + 44.2 5 PT
2 544.35 TB C
2 + 44.2 5 PC
2 541.00 TB C
2 540.73 FL
2 541.04
FS
2 541.04
FS
2 544.13 TB C
5+ 92 .47
2 541.39 TB C
6+ 82 .51 PT
2 541.39 TB C
6+ 82 .51 PC
2 541.90 TB C
6+ 82 .51 PC
2 541.90 TB C
6+ 82 .51 PT
2 542 .66 TB C
2 + 00.00 M E
2 542 .66 TB C
2 + 00.00 M E
2 541.00 TB C
2 + 43.50 PC
2 541.00 TB C
2 + 43.50 PT
5'x2 00' PERCOLATION
W INDOW. SEE DETAIL
SHEET 2 .
2 544.66 TB C
6+ 81.72 PC
2 544.84 TB C
7+ 70.2 2 PT
2 541.75 TB C
7+ 71.2 9 PT
2 541.50 TB C
6+ 84.2 9 PC
90°0'0"
SEWER LINE E
SEE SHEET 18
8.0'
EXISTING W ELL(S) M U ST B E DISCONNECTED
FROM ANY B U ILDINGS THAT REMAIN W ITH
V ERIFICATION OF DISCONNECT B Y
M ERIDIAN PU B LIC W ORKS DEPARTMENT.
W ELLS THAT W ILL NOT CONTINU E TO B E
U SED M U ST B E PROPERLY ABANDONED,
DOCU M ENTATION OF ABANDONMENT W ILL
B E REQU IRED TO B E SU B M ITTED TO THE
CITY. CONTACT IDAHO DEPARTMENT OF
W ATER RESOU RCE FOR ABANDONMENT.
CONSTRU CT 6" PI
M AIN 131.7 LF
6
CONSTRU CT 6" PI
M AIN 2 1.6 LF
IRRIGATION POND
SEE SHEET 7
2 542 .57
FS M E
2 542 .87
FS M E
2 542 .60
FS M E
2 542 .42
FS M E
2 542 .19
FS M E
2 542 .11
FS M E
2 542 .02
FS M E
2 541.93
FS M E
2 542 .69
FS M E
2 543.01
FS M E
2 543.48
FS M E
2 543.64
FS M E
2 543.83
FS M E
2 544.2 1
FS M E
2 544.48
FS M E
2 544.68
FS M E
2 539.59
FS M E 2 539.79
FS M E
2 540.03
FS M E
2 540.36
FS M E 2 540.79
FS M E
2 541.32
FS M E
2 540.09
FS M E
2 542 .13
FS M E
2 542 .2 9
FS M E
2 542 .51
FS M E
2 542 .70
FS M E
2 541.42
FS M E
2 541.86
FS M E 2 546.14
FS M E
2 542 .04
FS M E
2 541.43
TB C
2 541.50
TB C
2 541.57
TB C
2 541.64
TB C
2 541.70
TB C
2 541.87
TB C
2 542 .08
TB C
2 542 .2 9
TB C
2 542 .42
TB C
2 542 .42
TB C
2 542 .2 9
TB C
2 542 .08
TB C
2 541.87
TB C
2 541.70
TB C
2 541.64
TB C
2 541.57
TB C
2 541.50
TB C
2 541.43
TB C
2 541.39
TB C
2 541.39
TB C
2 541.90
TB C
2 542 .12
TB C
2 542 .46
TB C
2 542 .80
TB C
2 543.14
TB C
2 543.49
TB C
2 543.79
TB C
2 544.00
TB C
2 544.2 1
TB C
2 544.35
TB C
2 541.90
TB C
2 542 .12
TB C
2 542 .46
TB C
2 542 .80
TB C
2 543.14
TB C
2 543.49
TB C
2 543.79
TB C
2 544.00
TB C
2 544.2 1
TB C
2 544.35
TB C
2 542 .66
TB C M E
2 541.80
TB C
2 542 .66
TB C M E
2 541.80
TB C
2 541.41
TB C
2 541.2 9
TB C
2 541.18
TB C
2 541.06
TB C
2 541.43
TB C 2 541.2 3
TB C
2 541.2 4
TB C
2 541.50
TB C
2 541.75
TB C
2 541.82
TB C
2 541.82
TB C
2 542 .10
TB C
2 542 .10
TB C
2 541.63
TB C
2 541.42
TB C
2 541.2 3
TB C
2 541.09
TB C
2 541.00
TB C
2 541.09
TB C
2 541.2 2
TB C
2 541.00
TB C
2 541.09
TB C
2 541.13
TB C
2 541.33
TB C
2 541.46
TB C
2 541.57
TB C
2 541.75
TB C
2 541.75
TB C
2 542 .36
TB C M E
2 542 .15
TB C M E
2 541.61
TB C
2 541.61
TB C
2 541.87
TB C
2 542 .13
TB C
2 542 .13
TB C 2 541.97
TB C
2 541.92
TB C
2 541.87
TB C
2 541.81
TB C
2 541.50
TB C
2 541.56
TB C
2 541.30
TB C
2 541.13
TB C
2 541.07
TB C
2 541.17
TB C
2 541.07
TB C
2 541.61
TB C
2 542 .12
TB C
2 542 .18
TB C
2 542 .2 8
TB C
2 542 .42
TB C
2 542 .55
TB C
2 542 .68
TB C
2 542 .52
TB C
2 542 .41
TB C
2 542 .2 3
TB C
2 542 .12
TB C 2 541.61
TB C
2 542 .00
TB C M E
2 545.2 0
TB C
2 542 .45
TB C
2 542 .63
TB C
2 543.12
TB C
2 543.56
TB C
2 543.82
TB C
2 544.13
TB C
2 544.66
TB C
2 544.84
TB C
2 540.98
FS
2 541.2 2
FS
2 541.78
FS
2 542 .06
FS
2 542 .06
FS
2 541.53
FS
2 542 .2 2
FS
2 542 .2 2
FS
2 541.96
FS
2 541.2 2
FS
2 540.98
FS
2 543.41
FS
2 543.2 8
FS
2 543.40
FS
2 542 .82
FS
2 542 .85
FS
2 542 .62
FS
2 542 .30
FS
2 541.93
FS
2 541.64
FS
2 541.59
FS
2 541.58
FS
2 541.64
FS
2 541.66
FS
2 541.88
FS
2 541.99
FS
2 541.90
FS
2 541.86
FS
2 541.89
FS
2 542 .13
FS
2 542 .2 0
FS
2 542 .2 2
FS
2 542 .32
FS
2 542 .57
FS
2 542 .99
FS
2 540.37
FS M E
2 541.98
FS
2 541.58
FS
2 540.43
FS
2 540.10
FS
2 538.73
FS
2 539.56
FS
2 539.11
FS
2 538.88
FS
2 538.80
FS
2 538.98
FS
2 539.47
FS
2 540.72
FS
2 538.45
FS M E
2 538.2 6
FS M E
2 538.65
FS M E
2 539.19
FS M E
2 538.71
FS M E
2 539.16
FS M E
2 541.59
FS M E
2 540.53
FS M E
2 541.00
FS M E
2 541.72
FS M E
CONSTRU CT 2 50 LF INFILTRATION
SWALE. SEE DETAIL SHEET 2 .
2 542 .36
TB C
FS
M E
FS
M E
FS
M E
FS
M E
FS
M E
FS
M E
CONST. 7' TEM PORARY SIDEWALK
APPROX. 2 50 LF. PER ACHD SD- 709.
M ATCH EXISTING GROU ND
ELEV ATION. CONNECT TO EXISTING
SIDEWALK IN B RODY SQU ARE SU B DIVISION.
2 542 .93
FS M E
2 541.87
FS
2 541.70
FS
2 541.53
FS
2 541.44
FS
2 541.36
FS
2 541.45
FS
2 541.64
FS
2 541.83
FS
2 542 .00
FS
STA: 4+ 77.2 7
INV.- OUT=2 536.50
INSTALL TRASH RACK
AND A SINGLE LAYER OF
4- 6" COB B LE RIP RAP
APPROX. 4'x4'
REMOVE 99 LF EXISTING 15" IRR
PIPE AND DISPOSE OF OFFSITE
REMOVE 2 2 LF EXISTING 15" IRR
PIPE AND DISPOSE OF OFFSITE
REMOVE 12 LF EXISTING 12 " IRR
PIPE AND DISPOSE OF OFFSITE
REMOVE 14 LF EXISTING 12 " IRR
PIPE AND DISPOSE OF OFFSITE
REMOVE EXISTING IRRIGATION B OX
AND DISPOSE OF OFFSITE
CU T AND REMOVE
APPROX 8 LF 15"
EXISTING IRR PIPE
AND DISPOSE OF
OFFSITE. GROU T
M ANHOLE TO FORM
A W ATER- TIGHT
SEAL.
PROTECT EXISTING IRR
PIPE IN PLACE
REMOVE EXISTING IRRIGATION B OX
AND APPROX. 14.5 LF OF 15"
PIPE AND DISPOSE OF OFFSITE.
GROU T INSIDE OF EXISTING M ANHOLE
EX IRRMH- A8 TO FORM A W ATER
TIGHT SEAL.
OVEREXCAVATE, B ACKFILL AND COMPACT EXISTING
DITCH PER GEOTECHNICAL REPORT.
OVEREXCAVATE, B ACKFILL AND COMPACT EXISTING
DITCH PER GEOTECHNICAL REPORT.
OVEREXCAVATE, B ACKFILL AND COMPACT EXISTING
DITCH PER GEOTECHNICAL REPORT.
2 534.65
FL
2 534.78
FL
2 534.88
B OTTOM
2 :1
M AX
2 541.50
TOP
CONSTRU CT 12 " PVC
73.5 LF @ 2 .72 %
W / TRASH RACK AND
A SINGLE LAYER
OF 4- 6" COB B LE RIP RAP
APPROX. 4'x4' AT OUTLET.
INV.- OUT=2 534.88
4:1
42 5.5'
2 540.50
FS
2 534.65
B OTTOM
2 534.65
B OTTOM
2 540.50
FS
2 534.78
B OTTOM
2 534.78
B OTTOM
2 540.50
FS
2 540.50
FS
2 541.50
TOP
2 541.50
TOP
0.10%
0.10%
0.10%
2 534.59
B OTTOM
2 534.59
B OTTOM
2 540.50
FS
2 540.50
FS
2 541.50
TOP
2 541.50
TOP
2 :1
M AX
4:1
2 :1
M AX
4:1
2 540.50
FS
2 :1
M AX
4:1
INSTALL TRASH RACK AND
A SINGLE LAYER OF
4- 6" COB B LE RIP RAP
APPROX. 4'x4' AT OUTLET.
C10 CANAL GATE, TYP.
GRAVITY IRRIGATION LINE C
INSTALL STREET NAME SIGNS
PER ACHD STANDARD DRAWINGS
TS- 1109.03 AND TS- 1114.01
INSTALL STREET NAME SIGNS
PER ACHD STANDARD DRAWINGS
TS- 1109.03 AND TS- 1114.01
INSTALL STREET NAME SIGNS
PER ACHD STANDARD DRAWINGS
TS- 1109.03 AND TS- 1114.01
INSTALL TYPE II TERMINU S
B ARRICADE PER ACHD
SD- 1132 A.
INSTALL TYPE II TERMINU S
B ARRICADE PER ACHD
SD- 1132 A.
INSTALL TYPE II TERMINU S
B ARRICADE PER ACHD
SD- 1132 A.
INSTALL TYPE III TERMINU S
B ARRICADE PER ACHD
SD- 1132 B .
INSTALL STREET NAME SIGNS
PER ACHD STANDARD DRAWINGS
TS- 1109.03 AND TS- 1114.01
AND "DEAD END" SIGN PER
M U TCD W 14- 1A.
INSTALL STREET NAME SIGN
PER ACHD STANDARD DRAWINGS
TS- 1109.03 AND TS- 1114.01
INSTALL STREET NAME SIGNS
PER ACHD STANDARD DRAWINGS
TS- 1109.03 AND TS- 1114.01
100.0'
2 541.50
TOP
IRR B OX- A1 W EIR B OX
SEE DETAIL THIS SHEET.
N COLOSSEU M AVE.
W AVILLA DR.
IRRIGATION
POND SEE
SHEET 7
IRRIGATION POND
SEE SHEET 7
IRR B OX- A1 (W EIR B OX)
STA:5+ 81.75
SEE DETAIL SHEET 7
19
1
2
3
4
5
6
7
8
9
9
10
11 12
-
0+ 00
1+ 00
2 + 00
3+ 00
3+ 14
2
5 4 3
6
7
S
1"=50' 1
EXISTING IRRIGATION
EXHIBIT
THIS DOCUM EN T IS THE P ROP ERTY OF LEAVITT & ASSOC IATES
EN G IN EERS , IN C AND THE DES IGN AND IDEAS W ITHIN ARE N OT
TO B E USED IN W HOLE OR P ART W ITHOUT W RITTEN C ON S EN T
OF LEAVITT & ASSOC IATES EN G INEERS , IN C .
PDL PDL NJP SD099.001
12/07/21
By: By: By:
No.
REVISIONS
DATE BY DESCRIPTION
OWNER/DEVELOPER:
Designed Drawn Checked Job Number:
Sheet Number:
LEAVITT & ASSOCIATES
ENGINEERS, INC.
STRUCTURAL * CIVIL
SURVEYING
1324 FIRST STREET SOUTH NAMPA IDAHO 83651
PHONE (208)463-0333/463-7670 FAX (208)463-9040
SCALE:
0APPROVAL 12/20/21 NJP ISSUED FOR
Delivery Date:
Original
sealed by:
Date
original
signed:
An original document is on file at
the office of Leavitt & Associates
Engineers, Inc.
EMAIL NP@LEAVITTENGINEERS.COM
PERA PLACE SUBDIVISION
MERIDIAN, IDAHO
APPLIED MEDIA, INC.
6518 N. FAIRBORN AVE.
MERIDIAN, ID 83646
PHONE (949) 463-1531
TONY@IMMERSIONIDAHO.COM
150
100
50
5
0
25
15
SCALE: 1" = 50'
EXISTING CONCRETE DITCH
TO BE TILED
EXISTING WASTE DITCH
TO BE ABANDONED
EXISTING WASTE DITCH
TO BE TILED
EXISTING BEACH LATERAL
TO BE TILED
EXISTING DITCH TO
BE RELOCATED
EXISTING BOX TO BE RELOCATED
OUTSIDE OF NEW RIGHT OF WAY
05/19/22
FP-2021-0061
Control logic for filter flush shall be included as part of the main
control panel PLC programming.
Pump Control System
NEMA Rating. The VFD, PLC, and associated electrical
equipment shall be mounted in a NEMA 12/NEMA 4 enclosure
rated for indoor/outdoor installation depending on site location.
To avoid potential water or rodent damage, VFD's mounted
outside the main control panel are not acceptable.
Control Panel Manufacturing & Testing. The pump control panel
shall be manufactured and listed by a UL508A Panel Shop. The
panel shall be UL labeled as an "Enclosed Industrial Control
Panel". The pump control panel shall be completely
manufactured, tested and programmed prior to delivery to the
job site.
Documentation. A color wiring schematic and pump nameplate
information shall be permanently affixed to the inside of the
control enclosure. All field terminal connections shall be
numbered and labeled.
Cooling System. The control panel cooling system shall be
appropriately sized for the ambient conditions. The cooling
system shall not allow dust, insects or rodents inside the pump
control panel. Two sets of spare filters shall be included with
the pumping system.
Main Disconnect. A service-entrance rated, non-fused
disconnect shall be mounted in the pump control panel and
shall isolate all power to the control panel. The disconnect shall
include an operating handle mounted on the control panel
enclosure door that is mechanically interlocked to prevent entry
while the disconnect is in the ON position. To prevent damage
from vandalism, a disconnect external to the pump station
enclosure shall not be accepted.
Overcurrent Protection. The VFD bridge rectifiers shall be
protected from over current by an appropriately sized circuit
breaker. Fuses are not acceptable.
Lightning & Surge Protection. The Pump Control Panel shall be
equipped with transient voltage and surge arrestors.
Convenience Outlet. The Pump Control Panel shall be equipped
with a duplex outlet.
Variable Frequency Drive (VFD). The VFD shall be
appropriately sized to meet the FLA (full load amps) required by
the pump motor, as stated on the motor nameplate. The VFD
shall be manufactured by ABB Industrial Systems, Mitsubishi, or
approved equal. Initial start-up and calibration shall be
performed by a factory certified technician, which shall extend
the warranty on the control panel to a total of three (3) years.
Programmable Logic Controller (PLC). The PLC shall be fully
programmed prior to pump panel installation. The technician
installing and programming the PLC is to be factory trained and
certified by the PLC manufacturer. The PLC programming shall
be non-proprietary, and the complete station programming shall
be made available to the owner via a USB drive included with
the station control panel.
PLC Operator Interface. The PLC shall be equipped with a 5.7”
LCD color touchscreen. The operator interface shall allow the
user to make adjustments to the PLC program locally without
requiring any additional equipment such as a laptop computer.
A VFD control keypad is not an acceptable substitution for the
digital operator interface. The PLC shall have an Ethernet port
to enable remote access.
To ensure that the control system warnings and parameters can
be safely understood by a wide range of operators, the interface
shall have user-selectable English or Spanish Interface
PLC Control Functions:
1. User settable Local or Remote control.
2. System Pressure Setpoint
3. Pump Sleep Settings, with two threshold modes: Sleep by
Flow or Sleep by Frequency
4. System Protection Settings, including fault and warning
parameters for low flow, high flow, low pressure, high
pressure, restart trials and restart delay time.
5. Load Factory Default Settings, User Saved Default Settings.
6. Pre-Programmed Start-Up Routines to limit and/or delay
starting and acceleration of the pump to eliminate excessive
velocity and pressure. It shall also include initial start-up,
mainline fill, power outage and automatic re-starts.
PLC Monitoring Functions
1. The LCD color touchscreen must be capable of alternating
between English and Spanish during operation by an
end-user accessible button located within an operator screen.
The system diagnostic utility must be capable of being
displayed in both English and Spanish.
2. Pump operating status, total pump run hours, motor
frequency, motor amperage
3. System pressure, flow rate
4. Fault Log with time stamps and diagnostic utility.
5. Trend Data, with graphic display of system pressure, flow,
motor frequency and amperage. Data shall be exportable to
MS Excel.
6. USB port to upload, download of program, and data storage.
Web-Based Remote Monitoring and Control
The pump station control panel shall include a web-based
remote control and monitoring system that can be accessed
from any device with a web browser, such as a PC, tablet, or
smart phone. No 3
rd
party application or software must be
required for accessing this information. The web page shall
include full graphical representation of the pump station and its
features and shall be capable of remotely changing all operating
parameters of the pump station. The pump station shall
automatically send email or text alerts regarding warnings and
faults and specify the station and specific fault/alarm.
The pump station manufacturer shall supply all required
communication hardware except computer and computer
accessories, including all necessary direct burial cable and
antennas.
Instrumentation.
Pressure Gauges shall have a 304 stainless steel case, with
bezel construction. Gauges shall have a 2.5” diameter and be
liquid filled.
Pressure Transmitter(s) shall be constructed of stainless steel
and rated for the pump station discharge pressure.
Flow Meter. The station shall include a magnetic flow meter.
The flow meter shall have flange connections. The flow meter
shall be capable of pulse and analog output. Current and
totalized flow shall be read at the pump control panel HMI.
Inserion flow meters and sensors shall not be accepted.
High Pressure Switch shall be located on the station discharge
manifold. It shall signal a system fault if the discharge pressure
reaches a user-adjustable setting, with the adjustment
mechanism located on the switch. The high pressure switch
shall be IFM or approved equal.
Diaphragm Style Pressure Relief Valve shall protect the piping
network by bypassing or relieving excess pressure and shall
maintain close pressure limits without causing surges. If
upstream pressure decreases below the spring setting, the
valve shall close. The valve shall be a Cla-Val Co. Model No.
50-01/650-01 Pressure Relief and Pressure Sustaining Valve as
manufactured by Cla-Val or approved equal. Filter relief piping
shall be plumbed to the system wet well.
Pump Protection Shrouds
Each pump and motor shall be completely encased in a slotted
PVC well casing. Both ends of the shall be thoroughly sealed to
ensure that no water can enter at either end. Water shall only
enter the casing through precision laser cut slots, which will not
allow debris larger than can be passed entirely through the
pump. All water entering the casing shall pass over, and cool
the motor, prior to entering the pump.
48" FILTER REMOVAL
CLEARANCE
48" FILTER REMOVAL
CLEARANCE
52
1
4"
WET WELL COVER
LEVEL
SENSOR/
FLOAT
SWITCH
CAP
1" BLOWOUT
1" CW
CLEANOUT
3
4" HOSE BIB
3
4" DRAIN
97
1
4"
60" WET
WELL
FILTER SHOWN
REMOVED FOR
CLARITY
8'-0" MINIMUM
WATER DEPTH
OPTIONAL
MARINE
GRADE
ALUMINUM
ENCLOSURE
LEVEL
TRANSDUCER
BILL OF MATERIALS
ITEM DESCRIPTION Count
1 AIR RELIEF VALVE 2
2 AIR RELIEF VALVE 1
3 BUTTERFLY VALVE, LO 2
4 BUTTERFLY VALVE, LO, GV 1
5 BUTTERFLY VALVE, LO, GV 1
6 BUTTERFLY VALVE, LO, GV 2
7 CHECK VALVE, ENBEE 1
8 CHECK VALVE, GROOVED 1
9 CHECK VALVE, GROOVED 2
10 ELECTRICAL PANEL 1
11 FILTER, SAF 3000 1
12 FLOW METER 1
13 HIGH PRESSURE SWITCH 1
14 HP RELIEF VALVE, ANGLED 1
15 PRESSURE GAUGE 2
16 PRESSURE SENSOR 1
17 PUMP, SUBMERSIBLE 1
18 PUMP, SUBMERSIBLE 2
19 SKID 1
1
1
2" INTAKE
SCREEN
FLUSH LINE
2" FILTER
FLUSH LINE
OPTIONAL
INTEGRATED
PUMP
STATION
ENCLOSURE
1
2
5
6
4
8
9
10
19
12 11 1513 7 3 1615 3 14
18
17
DUTY PUMP ASSEMBLY
JOCKEY PUMP ASSEMBLY
FRONT VIEW
PLAN VIEW
6" CONNECTION
OPTIONAL PPS INTEGRATED ENCLOSURE
Design Flow Rate:
Incoming Power:
GPM @
Volt /
DESIGN SPECIFICATIONS
Model #: Precision Pumping Systems (208) 323-5300
350
480 Phase
80 PSI
3
NEC CLEARANCE
SEE LOCAL CODES
C LEARWATER
S ELF C LEAN IN G IN TAKE
S EALED B EARIN G
IN TAKE S C REEN
IN FROM
WATER SUPPLY
DUCTILE IRON
W/ UNIFLANGE
STUBBED 6"
ABOVE PAD
100" 44"
66" 42"
1
1
2" INTAKE
SCREEN
SUPPLY LINE
2" FILTER
FLUSH LINE
-TO WASTE
DUCTILE IRON
W/ UNIFLANGE
STUBBED 6"
ABOVE PAD
POWER
CONDUIT
5" 11"20"
9"
60" WET
WELL
108"
144"
WET WELL LAYOUT & MINIMUM CLEARANCES
70"
1"
NTS 24
PUMP STATION DETAILS
T:\SUBDIVISIONS\Pera Place Subdivision - SD099\Drawings\Pera Place Mast
THIS DOCUM EN T IS THE P ROP ERTY OF LEAVITT & ASSOC IATES
EN G IN EERS , IN C AND THE DES IGN AND IDEAS W ITHIN ARE N OT
TO B E USED IN W HOLE OR P ART W ITHOUT W RITTEN C ON S EN T
OF LEAVITT & ASSOC IATES EN G INEERS , IN C .
PDL PDL NJP SD099.001
12/07/21
By: By: By:
No.
REVISIONS
DATE BY DESCRIPTION
OWNER/DEVELOPER:
Designed Drawn Checked Job Number:
Sheet Number:
LEAVITT & ASSOCIATES
ENGINEERS, INC.
STRUCTURAL * CIVIL
SURVEYING
1324 FIRST STREET SOUTH NAMPA IDAHO 83651
PHONE (208)463-0333/463-7670 FAX (208)463-9040
SCALE:
0APPROVAL 12/20/21 NJP ISSUED FOR
Delivery Date:
Original
sealed by:
Date
original
signed:
An original document is on file at
the office of Leavitt & Associates
Engineers, Inc.
EMAIL NP@LEAVITTENGINEERS.COM
PERA PLACE SUBDIVISION
MERIDIAN, IDAHO
APPLIED MEDIA, INC.
6518 N. FAIRBORN AVE.
MERIDIAN, ID 83646
PHONE (949) 463-1531
TONY@IMMERSIONIDAHO.COM
NOT APPROVED
FOR
CONSTRUCTION
* CONTRACTOR TO FIELD V ERIFY
HORIZONTAL & V ERTICAL
LOCATION PRIOR TO CONSTRU CTION.
05/19/22
FP-2021-0061
18
19
1
2
3
4
5
6
7
8
9
9
10
11 12
B
- 0+ 00
1+ 00
2 + 00
3+ 00
3+ 14
PAD EL:
2 542 .75
PAD EL:
2 542 .00
PAD EL:
2 541.50
PAD EL:
2 541.50
PAD EL:
2 541.50
PAD EL:
2 541.50
PAD EL:
2 541.75
PAD EL:
2 541.75
PAD EL:
2 542 .00
PAD EL:
2 542 .2 5
PAD EL:
2 542 .75
PAD EL:
2 542 .50
PAD EL:
2 542 .50
PAD EL:
2 542 .00
PAD EL:
2 542 .00
PAD EL:
2 542 .00
PAD EL:
2 542 .2 5
PAD EL:
2 542 .50
PAD EL:
2 542 .75
PAD EL:
2 541.75
PAD EL:
2 542 .00
PAD EL:
2 542 .2 5
PAD EL:
2 541.75
PAD EL:
2 541.75
PAD EL:
2 541.75
PAD EL:
2 541.75
PAD EL:
2 542 .00
PAD EL:
2 542 .2 5
PAD EL:
2 542 .50
PAD EL:
2 543.2 5
PAD EL:
2 542 .50 PAD EL:
2 542 .50
PAD EL:
2 542 .75
PAD EL:
2 542 .75
PAD EL:
2 543.2 5 PAD EL:
2 543.2 5
PAD EL:
2 543.50 PAD EL:
2 543.50
PAD EL:
2 543.75 PAD EL:
2 543.75
PAD EL:
2 544.00 PAD EL:
2 544.00
PAD EL:
2 544.2 5 PAD EL:
2 544.2 5
PAD EL:
2 544.75
PAD EL:
2 545.00
PAD EL:
2 541.50
PAD EL:
2 542 .2 5
PAD EL:
2 542 .00
PAD EL:
2 542 .00
PAD EL:
2 543.00
PAD EL:
2 542 .00
PAD EL:
2 542 .2 5
PAD EL:
2 542 .2 5
PAD EL:
2 542 .00
PAD EL:
2 541.75
PAD EL:
2 541.50
PAD EL:
2 542 .2 5
PAD EL:
2 542 .50
PAD EL:
2 542 .2 5
PAD EL:
2 542 .2 5
PAD EL:
2 542 .00
PAD EL:
2 541.50
PAD EL:
2 542 .50
2
5 4 3
6
7
G
G
G
G
G
G G
G
G
G
G
G
G G
G
G G G
G G G
S
G
W AVILLA DR
W PHILOMENA CT
W DAPHNE ST
N COLOSSEU M AVE
N LICHFIELD AVE
N SEPINO AVE
18.0'
N B LACK CAT ROAD
B
2 542 .57
FS M E
2 542 .87
FS M E
2 542 .60
FS M E
2 542 .42
FS M E
2 542 .19
FS M E
2 542 .11
FS M E
2 542 .02
FS M E
2 541.93
FS M E
2 542 .69
FS M E
2 543.01
FS M E
2 543.48
FS M E
2 543.64
FS M E
2 543.83
FS M E
2 544.2 1
FS M E
2 544.48
FS M E
2 544.68
FS M E
2 539.59
FS M E 2 539.79
FS M E
2 540.03
FS M E
2 540.36
FS M E 2 540.79
FS M E
2 541.32
FS M E
2 540.09
FS M E
2 542 .13
FS M E
2 542 .2 9
FS M E
2 542 .51
FS M E
2 542 .70
FS M E
2 541.42
FS M E
2 541.86
FS M E 2 546.14
FS M E
2 542 .04
FS M E
2 541.43
TB C
2 541.50
TB C
2 541.57
TB C
2 541.64
TB C
2 541.70
TB C
2 541.87
TB C
2 542 .08
TB C
2 542 .2 9
TB C
2 542 .42
TB C
2 542 .42
TB C
2 542 .2 9
TB C
2 542 .08
TB C
2 541.87
TB C
2 541.70
TB C
2 541.64
TB C
2 541.57
TB C
2 541.50
TB C
2 541.43
TB C
2 541.39
TB C
2 541.39
TB C
2 541.90
TB C
2 542 .12
TB C
2 542 .46
TB C
2 542 .80
TB C
2 543.14
TB C
2 543.49
TB C
2 543.79
TB C
2 544.00
TB C
2 544.2 1
TB C
2 544.35
TB C
2 541.90
TB C
2 542 .12
TB C
2 542 .46
TB C
2 542 .80
TB C
2 543.14
TB C
2 543.49
TB C
2 543.79
TB C
2 544.00
TB C
2 544.2 1
TB C
2 544.35
TB C
2 542 .66
TB C M E
2 541.80
TB C
2 542 .66
TB C M E
2 541.80
TB C
2 541.41
TB C
2 541.2 9
TB C
2 541.18
TB C
2 541.06
TB C
2 541.43
TB C 2 541.2 3
TB C
2 541.2 4
TB C
2 541.50
TB C
2 541.75
TB C
2 541.82
TB C
2 541.82
TB C
2 542 .10
TB C
2 542 .10
TB C
2 541.63
TB C
2 541.42
TB C
2 541.2 3
TB C
2 541.09
TB C
2 541.00
TB C
2 541.09
TB C
2 541.2 2
TB C
2 541.00
TB C
2 541.09
TB C
2 541.13
TB C
2 541.33
TB C
2 541.46
TB C
2 541.57
TB C
2 541.75
TB C
2 541.75
TB C
2 542 .36
TB C M E
2 542 .15
TB C M E
2 541.61
TB C
2 541.61
TB C
2 541.87
TB C
2 542 .13
TB C
2 542 .13
TB C 2 541.97
TB C
2 541.92
TB C
2 541.87
TB C
2 541.81
TB C
2 541.50
TB C
2 541.56
TB C
2 541.30
TB C
2 541.13
TB C
2 541.07
TB C
2 541.17
TB C
2 541.07
TB C
2 541.61
TB C
2 542 .12
TB C
2 542 .18
TB C
2 542 .2 8
TB C
2 542 .42
TB C
2 542 .55
TB C
2 542 .68
TB C
2 542 .52
TB C
2 542 .41
TB C
2 542 .2 3
TB C
2 542 .12
TB C 2 541.61
TB C
2 542 .00
TB C M E
2 545.2 0
TB C
2 542 .45
TB C
2 542 .63
TB C
2 543.12
TB C
2 543.56
TB C
2 543.82
TB C
2 544.13
TB C
2 544.66
TB C
2 544.84
TB C
2 540.98
FS
2 541.2 2
FS
2 541.78
FS
2 542 .06
FS
2 542 .06
FS
2 541.53
FS
2 542 .2 2
FS
2 542 .2 2
FS
2 541.96
FS
2 541.2 2
FS
2 540.98
FS
2 543.41
FS
2 543.2 8
FS
2 543.40
FS
2 542 .82
FS
2 542 .85
FS
2 542 .62
FS
2 542 .30
FS
2 541.93
FS
2 541.64
FS
2 541.59
FS
2 541.58
FS
2 541.64
FS
2 541.66
FS
2 541.88
FS
2 541.99
FS
2 541.90
FS
2 541.86
FS
2 541.89
FS
2 542 .13
FS
2 542 .2 0
FS
2 542 .2 2
FS
2 542 .32
FS
2 542 .57
FS
2 542 .99
FS
2 540.37
FS M E
2 541.98
FS
2 541.58
FS
2 540.43
FS
2 540.10
FS
2 538.73
FS
2 539.56
FS
2 539.11
FS
2 538.88
FS
2 538.80
FS
2 538.98
FS
2 539.47
FS
2 540.72
FS
2 538.45
FS M E
2 538.2 6
FS M E
2 538.65
FS M E
2 539.19
FS M E
2 538.71
FS M E
2 539.16
FS M E
2 541.59
FS M E
2 540.53
FS M E
2 541.00
FS M E
2 541.72
FS M E
CONSTRU CT 2 50 LF INFILTRATION
SWALE. SEE DETAIL SHEET 2 .
2 542 .36
TB C
FS
M E
FS
M E
FS
M E
FS
M E
FS
M E
FS
M E
CONST. 7' TEM PORARY SIDEWALK
APPROX. 2 50 LF. PER ACHD SD- 709.
M ATCH EXISTING GROU ND
ELEV ATION. CONNECT TO EXISTING
SIDEWALK IN B RODY SQU ARE SU B DIVISION.
2 542 .93
FS M E
2 541.87
FS
2 541.70
FS
2 541.53
FS
2 541.44
FS
2 541.36
FS
2 541.45
FS
2 541.64
FS
2 541.83
FS
2 542 .00
FS
1"=50' 23
SITE GRADING PLAN
T:\SUBDIVISIONS\Pera Place Subdivision - SD099\Drawings\Pera Place Mast
THIS DOCUM EN T IS THE P ROP ERTY OF LEAVITT & ASSOC IATES
EN G IN EERS , IN C AND THE DES IGN AND IDEAS W ITHIN ARE N OT
TO B E USED IN W HOLE OR P ART W ITHOUT W RITTEN C ON S EN T
OF LEAVITT & ASSOC IATES EN G INEERS , IN C .
PDL PDL NJP SD099.001
12/07/21
By: By: By:
No.
REVISIONS
DATE BY DESCRIPTION
OWNER/DEVELOPER:
Designed Drawn Checked Job Number:
Sheet Number:
LEAVITT & ASSOCIATES
ENGINEERS, INC.
STRUCTURAL * CIVIL
SURVEYING
1324 FIRST STREET SOUTH NAMPA IDAHO 83651
PHONE (208)463-0333/463-7670 FAX (208)463-9040
SCALE:
0APPROVAL 12/20/21 NJP ISSUED FOR
Delivery Date:
Original
sealed by:
Date
original
signed:
An original document is on file at
the office of Leavitt & Associates
Engineers, Inc.
EMAIL NP@LEAVITTENGINEERS.COM
PERA PLACE SUBDIVISION
MERIDIAN, IDAHO
APPLIED MEDIA, INC.
6518 N. FAIRBORN AVE.
MERIDIAN, ID 83646
PHONE (949) 463-1531
TONY@IMMERSIONIDAHO.COM
NOT APPROVED
FOR
CONSTRUCTION
* CONTRACTOR TO FIELD V ERIFY
HORIZONTAL & V ERTICAL
LOCATION PRIOR TO CONSTRU CTION.
150
100
50
5
0
25
15
SCALE: 1" = 50'
*
*
*
*
*
*
*
*
*
*
*
*
* * *
*
*
* *
*
* * *
*
*
*
* *
* * *
*
*
* *
* *
*
*
*
*
*
*
*
*
*
*
*
*
*
*
* *
*
05/19/22
FP-2021-0061
M
M
M
M
M
M
M
M
M
M
M
M
M
B
M M
M
1
2
3
4
5
6
7
8
9
1
2
3
4
5
6
7
8
9 11
12
13
14
15
16
17
18
19
1
2
3
4
5
6
7
8
9
9
10
11 12
S
B
6.5'
1
1
2
2
2
2
4
2
4
2
5
5
5
5
5
5
5
5
5 5
5 5
6
6
6
6
6
M
- 0+ 00
1+ 00
2 + 00
3+ 00
3+ 14
2
5 4 3
6
M
G
G
G
G
G
G G
G
G
G
G
G
G G
G
G G G
G G G
S
4
2
2
4
CONSTRU CT 6" PI
M AIN 106.6 LF
CONSTRU CT 6" PI
M AIN 67.0 LF W /
12 " C- 900 SLEEVE
CONSTRU CT 6" PI
M AIN 461.5 LF
CONSTRU CT 6" PI
M AIN 32 5.4 LF
CONSTRU CT 6" PI
M AIN 67.0 LF W /
12 " C- 900 SLEEVE
CONSTRU CT 6" PI
M AIN 465.0 LF
CONSTRU CT 6" PI
M AIN 453.5 LF
CONSTRU CT 6" PI
M AIN 78.4 LF W /
12 " C- 900 SLEEVE
CONSTRU CT 6" PI
M AIN 78.4 LF W /
12 " C- 900 SLEEVE
CONSTRU CT 6" PI
M AIN 379.3 LF
CONSTRU CT 6" PI
M AIN 71.5 LF
CONSTRU CT 6" PI
M AIN 65.2 LF
CONSTRU CT 6" PI
M AIN 144.1 LF
CONSTRU CT 6" PI
M AIN 68.8 LF W /
12 " C- 900 SLEEVE
CONSTRU CT 6" PI
M AIN 70.7 LF W /
12 " C- 900 SLEEVE
INSTALL 8"x4" TAPPING TEE, 4" LANDSCAPE M ETER
PER CITY OF M ERIDIAN STANDARD DRAWING W 5
FOR CROSS CONNECTION TO PRESSU RE IRRIGATION.
CONNECTION REQU IRES A REDU CED- PRESSU RE
B ACKFLOW PREVENTER APPROVED B Y THE STATE
OF IDAHO, DEPARTMENT OF ENVIRONMENTAL
QUALITY, AND M ERIDIAN W ATER DEPARTMENT.
CONSTRU CT 6" PI
M AIN 91.3 LF
CONSTRU CT 6" PI
M AIN 91.3 LF
CONSTRU CT 6" PI
M AIN 89.3 LF
CONSTRU CT 6" PI
M AIN 131.7 LF
CONSTRU CT 6" PI
M AIN 91.1 LF W /
12 " C- 900 SLEEVE
CONSTRU CT 6" PI
M AIN 67.0 LF W /
12 " C- 900 SLEEVE
CONSTRU CT 6" PI
M AIN 461.5 LF
CONSTRU CT 6" PI
M AIN 106.4 LF
4
CONSTRU CT 6" PI
M AIN 57.9 LF
2
CONSTRU CT 6" PI
M AIN 33.1 LF
CONSTRU CT 6" PI
M AIN 159.6 LF
CONSTRU CT 6" PI
M AIN 345.1 LF
CONSTRU CT 6" PI
M AIN 2 59.2 LF
CONSTRU CT 6" PI
M AIN 11.5 LF
7 7
3
8
6.0'
3.0'
6.5'
6.5'
3.0'
3.0'
6.0'
3.0'
3.0'
6.5'
PRESSU RIZED IRRIGATION
PU M P STATION. SEE
DETAILS SHEET 2 4
W AVILLA DR
W PHILOMENA CT
W DAPHNE ST
N COLOSSEU M AVE
N LICHFIELD AVE
N SEPINO AVE
B
CONSTRU CT 6" PI
M AIN 131.7 LF
6
CONSTRU CT 6" PI
M AIN 2 1.6 LF
IRRIGATION POND
SEE SHEET 7
PRESSU RE IRRIGATION KEYNOTES
INSTALL 2 2 .5° ELL (M J )
INSTALL 90° ELL (M J )
INSTALL 45° ELL (M J )
AND 2 2 .5° ELL (M J )
INSTALL 6" TEE (M J )
INSTALL 6" GATE V ALVE (M J )
SEE SEWER NOTE 1 SHEET 2 .
CONSTRU CT 6" PI M AIN 10.0 LF
INSTALL 11.2 5° ELL (M J )
1
2
3
4
5
6
7
8
1"=50' 22
PRESSURE IRRIGATION PLAN
T:\SUBDIVISIONS\Pera Place Subdivision - SD099\Drawings\Pera Place Mast
THIS DOCUM EN T IS THE P ROP ERTY OF LEAVITT & ASSOC IATES
EN G IN EERS , IN C AND THE DES IGN AND IDEAS W ITHIN ARE N OT
TO B E USED IN W HOLE OR P ART W ITHOUT W RITTEN C ON S EN T
OF LEAVITT & ASSOC IATES EN G INEERS , IN C .
PDL PDL NJP SD099.001
12/07/21
By: By: By:
No.
REVISIONS
DATE BY DESCRIPTION
OWNER/DEVELOPER:
Designed Drawn Checked Job Number:
Sheet Number:
LEAVITT & ASSOCIATES
ENGINEERS, INC.
STRUCTURAL * CIVIL
SURVEYING
1324 FIRST STREET SOUTH NAMPA IDAHO 83651
PHONE (208)463-0333/463-7670 FAX (208)463-9040
SCALE:
0APPROVAL 12/20/21 NJP ISSUED FOR
Delivery Date:
Original
sealed by:
Date
original
signed:
An original document is on file at
the office of Leavitt & Associates
Engineers, Inc.
EMAIL NP@LEAVITTENGINEERS.COM
PERA PLACE SUBDIVISION
MERIDIAN, IDAHO
APPLIED MEDIA, INC.
6518 N. FAIRBORN AVE.
MERIDIAN, ID 83646
PHONE (949) 463-1531
TONY@IMMERSIONIDAHO.COM
NOT APPROVED
FOR
CONSTRUCTION
* CONTRACTOR TO FIELD V ERIFY
HORIZONTAL & V ERTICAL
LOCATION PRIOR TO CONSTRU CTION.
150
100
50
5
0
25
15
SCALE: 1" = 50'
NOTES:
1. THE PRESSU RIZED IRRIGATION SYSTEM SHALL B E
OWNED AND M AINTAINED B Y THE HOMEOWNER'S
ASSOCIATION.
2 . B ACKU P IRRIGATION W ATER SHALL B E SU PPLIED
B Y CONNECTION TO CITY OF M ERIDIAN W ATER.
3. IRRIGAB LE AREA: 97,001 SQFT. (2 .2 3 ac)
05/19/22
FP-2021-0061
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
B
M M
M
1
2
3
4
5
6
7
8
9
1
2
3
4
5
6
7
8
9 11
12
13
14
15
16
17
18
19
1
2
3
4
5
6
7
8
9
9
10
11 12
S
B
18.5'
TYP.
4.0'
TYP.
10.5'
TYP.
12 .0'
6.0'
4.0'
M
- 0+ 00
1+ 00
2 + 00
3+ 00
3+ 14
2
5 4 3
6
M
G
G
G
G
G
G G
G
G
G
G
G
G G
G
G G G
G G G
S
1
8
7
7
7
7
2
3
3
4
4
4
4
4
4
5
6
9
10
10
10 10
10
10
11 11 11 11
11
11
11 11
11 11 11
11 11
11
11 11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11 11
11
11
11
11
4
12
12
10
10
10
12
10
12
12
REMOVE TEM PORARY B LOW- OFF
ASSEMB LY IF PRESENT AND
CONNECT TO 8" W ATER M AIN.
COORDINATE W / B RODY SQU ARE
SU B DIVISION CONSTRU CTION.
CONSTRU CT 8" C- 900
W ATER M AIN 143.8 LF
CONSTRU CT 8" C- 900
W ATER M AIN 12 1.5 LF
CONSTRU CT 8" C- 900
W ATER M AIN 385.9 LF
CONSTRU CT 8" C- 900
W ATER M AIN 140.1 LF
CONSTRU CT 8" C- 900
W ATER M AIN 117.5 LF
CONSTRU CT 8" C- 900
W ATER M AIN 2 32 .6 LF
CONSTRU CT 8" C- 900
W ATER M AIN 160.0 LF
CONSTRU CT 8" C- 900
W ATER M AIN 145.7 LF
CONSTRU CT 8" C- 900
W ATER M AIN 193.2 LF
CONSTRU CT 8" C- 900
W ATER M AIN 332 .8 LF
CONSTRU CT 8" C- 900
W ATER M AIN 188.0 LF
CONSTRU CT 8" C- 900
W ATER M AIN 44.8 LF
CONSTRU CT 8" C- 900
W ATER M AIN 87.2 LF
CONSTRU CT 8" C- 900
W ATER M AIN 145.2 LF
CONSTRU CT 8" C- 900
W ATER M AIN 335.5 LF
CONSTRU CT 8" C- 900
W ATER M AIN 46.7 LF
CONSTRU CT 8" C- 900
W ATER M AIN 2 49.6 LF
REMOVE TEM PORARY B LOW- OFF
ASSEMB LY IF PRESENT AND
CONNECT TO 8" W ATER M AIN.
CONSTRU CT 8" C- 900
W ATER M AIN 2 4.1 LF
INSTALL 8"x4" TAPPING TEE, 4" LANDSCAPE M ETER
PER CITY OF M ERIDIAN STANDARD DRAWING W 5 FOR
CROSS CONNECTION TO PRESSU RE IRRIGATION.
CONNECTION REQU IRES A REDU CED- PRESSU RE B ACKFLOW
PREVENTER APPROVED B Y THE STATE OF IDAHO,
DEPARTMENT OF ENVIRONMENTAL QUALITY, AND M ERIDIAN
W ATER DEPARTMENT.
CONSTRU CT 8" C- 900
W ATER M AIN 392 .7 LF
W AVILLA DR
W PHILOMENA CT
W DAPHNE ST
N COLOSSEU M AVE
N LICHFIELD AVE
N SEPINO AVE
B
REMOVE TEM PORARY B LOW- OFF
ASSEMB LY IF PRESENT AND
CONNECT TO 8" W ATER M AIN.
COORDINATE W / B RODY SQU ARE
SU B DIVISION CONSTRU CTION.
EXISTING W ELL(S) M U ST B E DISCONNECTED
FROM ANY B U ILDINGS THAT REMAIN W ITH
V ERIFICATION OF DISCONNECT B Y
M ERIDIAN PU B LIC W ORKS DEPARTMENT.
W ELLS THAT W ILL NOT CONTINU E TO B E
U SED M U ST B E PROPERLY ABANDONED,
DOCU M ENTATION OF ABANDONMENT W ILL
B E REQU IRED TO B E SU B M ITTED TO THE
CITY. CONTACT IDAHO DEPARTMENT OF
W ATER RESOU RCE FOR ABANDONMENT.
1
2
3
4
5
6
7
8
9
10
11
12
W ATER KEYNOTES
INSTALL 11.2 5° ELL (M J )
INSTALL 2 2 .5° ELL (M J )
INSTALL 2 " B LOW- OFF ASSEMB LY PER
M ERIDIAN STANDARD DRAWING W 13.
INSTALL 8" TEE (M J ) W /
2 - 8" GATE V ALVES (M J )
INSTALL 90° ELL (M J )
1- 8"x6" REDU CER (M J )
1- 6" GATE V ALVE (M J )
6" C- 900 W ATER M AIN 7.3 LF
AND A FIRE HYDRANT PER M ERIDIAN
STANDARD DRAWINGS W 8 AND W 9.
INSTALL 90° ELL (M J )
1- 8"X6" REDU CER (M J )
1- 6" GATE V ALVE (M J )
6" C- 900 W ATER M AIN 2 7.3 LF
AND A FIRE HYDRANT PER M ERIDIAN
STANDARD DRAWINGS W 8 AND W 9.
INSTALL 8"x8"x8" TEE (M J )
1- 6" GATE V ALVE (M J )
6" C- 900 W ATER M AIN 13.0 LF
AND A FIRE HYDRANT PER M ERIDIAN
STANDARD DRAWINGS W 8 AND W 9.
CONSTRU CT 8" C- 900
W ATER M AIN 12 .1 LF.
CONSTRU CT 8" C- 900
W ATER M AIN 5.7 LF.
SEE W ATER NOTE 2 SHEET 2 .
SEE W ATER NOTE 3 SHEET 2 .
CONSTRU CT 16" CASING 2 0.0 LF
CENTERED ON THE IRRIGATION LINE
PER M ERIDIAN STANDARD DRAWINGS
SW1 AND SW2 .
1"=50' 21
WATER PLAN
T:\SUBDIVISIONS\Pera Place Subdivision - SD099\Drawings\Pera Place Mast
THIS DOCUM EN T IS THE P ROP ERTY OF LEAVITT & ASSOC IATES
EN G IN EERS , IN C AND THE DES IGN AND IDEAS W ITHIN ARE N OT
TO B E USED IN W HOLE OR P ART W ITHOUT W RITTEN C ON S EN T
OF LEAVITT & ASSOC IATES EN G INEERS , IN C .
PDL PDL NJP SD099.001
12/07/21
By: By: By:
No.
REVISIONS
DATE BY DESCRIPTION
OWNER/DEVELOPER:
Designed Drawn Checked Job Number:
Sheet Number:
LEAVITT & ASSOCIATES
ENGINEERS, INC.
STRUCTURAL * CIVIL
SURVEYING
1324 FIRST STREET SOUTH NAMPA IDAHO 83651
PHONE (208)463-0333/463-7670 FAX (208)463-9040
SCALE:
0APPROVAL 12/20/21 NJP ISSUED FOR
Delivery Date:
Original
sealed by:
Date
original
signed:
An original document is on file at
the office of Leavitt & Associates
Engineers, Inc.
EMAIL NP@LEAVITTENGINEERS.COM
PERA PLACE SUBDIVISION
MERIDIAN, IDAHO
APPLIED MEDIA, INC.
6518 N. FAIRBORN AVE.
MERIDIAN, ID 83646
PHONE (949) 463-1531
TONY@IMMERSIONIDAHO.COM
NOT APPROVED
FOR
CONSTRUCTION
* CONTRACTOR TO FIELD V ERIFY
HORIZONTAL & V ERTICAL
LOCATION PRIOR TO CONSTRU CTION.
150
100
50
5
0
25
15
SCALE: 1" = 50'
NOTES:
1. M IDSECTION LINE W ATER M AINS SHALL HAVE 5' OF COVER. IN ALL OTHER
AREAS, W ATER M AINS SHALL HAVE 4' OF COVER.
2 . ALL DOU B LE M ETERS SHALL HAVE AN 1"∅ SERVICE LINE AND 3/4" M ETER
PER M ERIDIAN STANDARD W 3.
3. ALL SINGLE M ETERS SHALL HAVE AN 1"∅ SERVICE LINE AND 3/4" M ETER
PER M ERIDIAN STANDARD W 2 .
4. EXISTING W ELLS M U ST B E ABANDONED FROM DOMESTIC U SE IN ACCORDANCE
W ITH IDAHO DEPARTMENT OF W ATER RESOU RCE REQU IREMENTS, W ITH
V ERIFICATION OF DISCONNECT B Y M ERIDIAN PU B LIC W ORKS DEPARTMENT.
5. CONTRACTOR IS REQU IRED TO V ERIFY ALL PIPE J OINT DEFLECTION ANGLES
DO NOT EXCEED
1
2 OF THE PIPE M ANUFACTU RER'S ALLOWABLE DEFLECTION.
6. NO PERMANENT STRU CTU RES CAN B E OVER THE W ATER M AIN OR W ITHIN ITS
EASEMENT.
*
*
*
05/19/22
FP-2021-0061
S.L. 41.5' L
E.I. 2 531.58
S.C. 3+ 98.2 0
S.L. 41.5' L
E.I. 2 531.2 3
S.C. 3+ 45.14
S.L. 41.5' L
E.I. 2 531.02
S.C. 2 + 92 .08
S.L. 41.5' L
E.I. 2 530.81
S.C. 2 + 39.08
S.L. 41.5' L
E.I. 2 530.60
S.C. 2 + 45.08
S.L. 2 5.5' R
E.I. 2 530.30
S.C. 2 + 98.08
S.L. 2 5.5' R
E.I. 2 530.51
S.C. 3+ 51.14
S.L. 2 5.5' R
E.I. 2 530.72
S.C. 4+ 04.2 0
S.L. 2 5.5' R
E.I. 2 530.94
S.C. 4+ 57.2 5
S.L. 2 5.5' R
E.I. 2 531.30
S.C. 5+ 10.31
S.L. 2 5.5' R
E.I. 2 531.62
S.C. 5+ 63.37
S.L. 2 5.5' R
E.I. 2 531.93
S.C. 6+ 16.42
S.L. 2 5.5' R
E.I. 2 532 .2 5
S.C. 6+ 66.45
S.L. 2 5.5' R
E.I. 2 532 .55
G
G G
2 516
2 52 0
2 52 4
2 52 8
2 532
2 536
2 540
2 544
2 516
2 52 0
2 52 4
2 52 8
2 532
2 536
2 540
2 544
2 + 00
2 542 .10
2 541.32
3+ 00
2 542 .45
2 541.98
4+ 00
2 543.11
2 542 .63
5+ 00
2 543.70
2 543.2 8
6+ 00
2 544.55
2 544.01
7+ 00
C ON S T. 8" P V C S EW ER
234.2 LF @ 0.40%
C ON S T. 8" P V C S EW ER
240.2 LF @ 0.60%
EXISTING GROU ND
EXISTING GROU ND
FINISHED GRADE
SEWER LINE G
FINISHED GRADE
1"=50' 20
SEWER LINE G
PLAN AND PROFILE
T:\SUBDIVISIONS\Pera Place Subdivision - SD099\Drawings\Pera Place Mast
THIS DOCUM EN T IS THE P ROP ERTY OF LEAVITT & ASSOC IATES
EN G IN EERS , IN C AND THE DES IGN AND IDEAS W ITHIN ARE N OT
TO B E USED IN W HOLE OR P ART W ITHOUT W RITTEN C ON S EN T
OF LEAVITT & ASSOC IATES EN G INEERS , IN C .
PDL PDL NJP SD099.001
12/07/21
By: By: By:
No.
REVISIONS
DATE BY DESCRIPTION
OWNER/DEVELOPER:
Designed Drawn Checked Job Number:
Sheet Number:
LEAVITT & ASSOCIATES
ENGINEERS, INC.
STRUCTURAL * CIVIL
SURVEYING
1324 FIRST STREET SOUTH NAMPA IDAHO 83651
PHONE (208)463-0333/463-7670 FAX (208)463-9040
SCALE:
0APPROVAL 12/20/21 NJP ISSUED FOR
Delivery Date:
Original
sealed by:
Date
original
signed:
An original document is on file at
the office of Leavitt & Associates
Engineers, Inc.
EMAIL NP@LEAVITTENGINEERS.COM
PERA PLACE SUBDIVISION
MERIDIAN, IDAHO
APPLIED MEDIA, INC.
6518 N. FAIRBORN AVE.
MERIDIAN, ID 83646
PHONE (949) 463-1531
TONY@IMMERSIONIDAHO.COM
NOT APPROVED
FOR
CONSTRUCTION
* CONTRACTOR TO FIELD V ERIFY
HORIZONTAL & V ERTICAL
LOCATION PRIOR TO CONSTRU CTION.
NOTES:
1. ALL M ANHOLES SHALL B E 48"∅ STANDARD
M ANHOLE TYPE 'A' PER ISPWC SD- 501 U NLESS
NOTED OTHERWISE.
2 . ALL SERVICE CONNECTIONS SHALL B E PER ISPWC
SD- 511A.
3. EXISTING SEPTIC TANKS AND SEWER DRAIN
FIELDS M U ST B E ABANDONED IN ACCORDANCE
W ITH CENTRAL DISTRICT HEALTH DEPARTMENT
REQU IREMENTS.
150
100
50
5
0
25
0
5
10
15
3
1
15
HORIZONTAL 1" = 50'
V ERTICAL 1" = 5'
SCALE:
HORIZONTAL
V ERTICAL
05/19/22
FP-2021-0061
E.I. 2 531.96
S.C. 5+ 63.37
S.L. 2 5.5' R
E.I. 2 531.64
S.C. 5+ 10.31
S.L. 2 5.5' R
E.I. 2 531.33
S.C. 4+ 57.2 5
S.L. 2 5.5' R
E.I. 2 531.01
S.C. 4+ 04.2 0
S.L. 2 5.5' R
E.I. 2 530.65
S.C. 3+ 51.14
S.L. 2 5.5' R
E.I. 2 530.43
S.C. 2 + 98.08
S.L. 2 5.5' R
E.I. 2 530.2 2
S.C. 2 + 45.08
S.L. 2 5.5' R
E.I. 2 530.01
S.C. 6+ 60.45
S.L. 41.5' L
E.I. 2 532 .55
S.C. 6+ 10.42
S.L. 41.5' L
E.I. 2 532 .2 5
S.C. 5+ 57.37
S.L. 41.5' L
E.I. 2 531.93
S.C. 5+ 04.31
S.L. 41.5' L
E.I. 2 531.61
S.C. 4+ 51.2 5
S.L. 41.5' L
E.I. 2 531.2 9
S.C. 3+ 98.2 0
S.L. 41.5' L
E.I. 2 530.94
S.C. 3+ 45.14
S.L. 41.5' L
E.I. 2 530.73
S.C. 2 + 92 .08
S.L. 41.5' L
E.I. 2 530.52
S.C. 2 + 39.08
S.L. 41.5' L
E.I. 2 530.31
SEWER LINE F
B
G
G G G
B
8
.0'
2 512
2 516
2 52 0
2 52 4
2 52 8
2 532
2 536
2 540
2 544
2 512
2 516
2 52 0
2 52 4
2 52 8
2 532
2 536
2 540
2 544
2 + 00
2 542 .81
2 541.03
3+ 00
2 543.14
2 541.14
4+ 00
2 543.2 7
2 541.2 7
5+ 00
2 542 .67
2 541.40
6+ 00
2 543.2 3
2 542 .09
7+ 00
C ON S T. 8" P V C S EW ER
240.2 LF @ 0.60%
C ON S T. 8" P V C S EW ER
234.2 LF @ 0.40%
EXISTING GROU ND
EXISTING GROU ND
FINISHED GRADE
SEWER LINE F
FINISHED GRADE
1"=50' 19
SEWER LINE F
PLAN AND PROFILE
T:\SUBDIVISIONS\Pera Place Subdivision - SD099\Drawings\Pera Place Mast
THIS DOCUM EN T IS THE P ROP ERTY OF LEAVITT & ASSOC IATES
EN G IN EERS , IN C AND THE DES IGN AND IDEAS W ITHIN ARE N OT
TO B E USED IN W HOLE OR P ART W ITHOUT W RITTEN C ON S EN T
OF LEAVITT & ASSOC IATES EN G INEERS , IN C .
PDL PDL NJP SD099.001
12/07/21
By: By: By:
No.
REVISIONS
DATE BY DESCRIPTION
OWNER/DEVELOPER:
Designed Drawn Checked Job Number:
Sheet Number:
LEAVITT & ASSOCIATES
ENGINEERS, INC.
STRUCTURAL * CIVIL
SURVEYING
1324 FIRST STREET SOUTH NAMPA IDAHO 83651
PHONE (208)463-0333/463-7670 FAX (208)463-9040
SCALE:
0APPROVAL 12/20/21 NJP ISSUED FOR
Delivery Date:
Original
sealed by:
Date
original
signed:
An original document is on file at
the office of Leavitt & Associates
Engineers, Inc.
EMAIL NP@LEAVITTENGINEERS.COM
PERA PLACE SUBDIVISION
MERIDIAN, IDAHO
APPLIED MEDIA, INC.
6518 N. FAIRBORN AVE.
MERIDIAN, ID 83646
PHONE (949) 463-1531
TONY@IMMERSIONIDAHO.COM
NOT APPROVED
FOR
CONSTRUCTION
* CONTRACTOR TO FIELD V ERIFY
HORIZONTAL & V ERTICAL
LOCATION PRIOR TO CONSTRU CTION.
NOTES:
1. ALL M ANHOLES SHALL B E 48"∅ STANDARD
M ANHOLE TYPE 'A' PER ISPWC SD- 501 U NLESS
NOTED OTHERWISE.
2 . ALL SERVICE CONNECTIONS SHALL B E PER ISPWC
SD- 511A.
3. EXISTING SEPTIC TANKS AND SEWER DRAIN
FIELDS M U ST B E ABANDONED IN ACCORDANCE
W ITH CENTRAL DISTRICT HEALTH DEPARTMENT
REQU IREMENTS.
150
100
50
5
0
25
0
5
10
15
3
1
15
HORIZONTAL 1" = 50'
V ERTICAL 1" = 5'
SCALE:
HORIZONTAL
V ERTICAL
05/19/22
FP-2021-0061
2 544
2 512
2 516
2 52 0
2 52 4
2 52 8
2 532
2 536
2 540
2 544
2 + 00
2 542 .14
2 540.65
3+ 00
2 542 .15
2 541.05
4+ 00
2 542 .13
2 541.17
5+ 00
2 542 .34
2 541.73
6+ 00
C ON S T. 8" P V C S EW ER
232.6 LF @ 0.40%
C ON S T. 8" P V C S EW ER
131.2 LF @ 0.60%
EXISTING GROU ND
EXISTING GROU ND
FINISHED GRADE
SEWER LINE E
FINISHED GRADE
8" W ATER
M AIN
1"=50' 18
SEWER LINE E
PLAN AND PROFILE
T:\SUBDIVISIONS\Pera Place Subdivision - SD099\Drawings\Pera Place Mast
THIS DOCUM EN T IS THE P ROP ERTY OF LEAVITT & ASSOC IATES
EN G IN EERS , IN C AND THE DES IGN AND IDEAS W ITHIN ARE N OT
TO B E USED IN W HOLE OR P ART W ITHOUT W RITTEN C ON S EN T
OF LEAVITT & ASSOC IATES EN G INEERS , IN C .
PDL PDL NJP SD099.001
12/07/21
By: By: By:
No.
REVISIONS
DATE BY DESCRIPTION
OWNER/DEVELOPER:
Designed Drawn Checked Job Number:
Sheet Number:
LEAVITT & ASSOCIATES
ENGINEERS, INC.
STRUCTURAL * CIVIL
SURVEYING
1324 FIRST STREET SOUTH NAMPA IDAHO 83651
PHONE (208)463-0333/463-7670 FAX (208)463-9040
SCALE:
0APPROVAL 12/20/21 NJP ISSUED FOR
Delivery Date:
Original
sealed by:
Date
original
signed:
An original document is on file at
the office of Leavitt & Associates
Engineers, Inc.
EMAIL NP@LEAVITTENGINEERS.COM
PERA PLACE SUBDIVISION
MERIDIAN, IDAHO
APPLIED MEDIA, INC.
6518 N. FAIRBORN AVE.
MERIDIAN, ID 83646
PHONE (949) 463-1531
TONY@IMMERSIONIDAHO.COM
NOT APPROVED
FOR
CONSTRUCTION
* CONTRACTOR TO FIELD V ERIFY
HORIZONTAL & V ERTICAL
LOCATION PRIOR TO CONSTRU CTION.
NOTES:
1. ALL M ANHOLES SHALL B E 48"∅ STANDARD
M ANHOLE TYPE 'A' PER ISPWC SD- 501 U NLESS
NOTED OTHERWISE.
2 . ALL SERVICE CONNECTIONS SHALL B E PER ISPWC
SD- 511A.
3. EXISTING SEPTIC TANKS AND SEWER DRAIN
FIELDS M U ST B E ABANDONED IN ACCORDANCE
W ITH CENTRAL DISTRICT HEALTH DEPARTMENT
REQU IREMENTS.
150
100
50
5
0
25
0
5
10
15
3
1
15
HORIZONTAL 1" = 50'
V ERTICAL 1" = 5'
SCALE:
HORIZONTAL
V ERTICAL
05/19/22
FP-2021-0061
2 52 4
2 52 8
2 532
2 536
2 540
2 + 00
2 540.54
2 541.33
3+ 00
2 540.49
2 541.04
4+ 00
2 540.80
2 541.03
5+ 00
2 541.12
2 541.54
C ON S T. 8" P V C S EW ER
301.8 LF @ 2.93%
EXISTING GROU ND
EXISTING GROU ND
FINISHED GRADE
SEWER LINE C
FINISHED GRADE
8" W ATER
M AIN
2 542
2 543
7
18
2 1 2 0 19
2 3 2 2
S
S
S
M M M
M
M M
1
2
1
2
90°0'0"
8.0'
18.5'
6.5'
S.C. 4+ 61.37
S.L. 41.5' R
E.I. 2 535.81
S.C. 4+ 10.50
S.L. 41.5' R
E.I. 2 532 .97
S.C. 3+ 68.04
S.L. 41.5' R
E.I. 2 530.60
S.C. 3+ 10.50
S.L. 41.5' R
E.I. 2 52 9.85
S.C. 2 + 60.50
S.L. 41.5' R
E.I. 2 52 9.65
W AVILLA DR
N SEPINO AVE
N COLOSSEU M AVE
SEWER LINE A
SEE SHEET 15
SEWER LINE F
SEE SHEET 19
G
G G
B
90°0'0"
SEWER LINE E
SEE SHEET 18
2 512
2 516
2 52 0
2 52 4
2 52 8
2 532
2 536
2 540
2 512
2 516
2 52 0
2 52 4
2 52 8
2 532
2 536
2 540
2 + 00
2 542 .14
2 540.65
3+ 00
2 542 .38
2 540.88
4+ 00
2 542 .81
2 541.15
5+ 00
C ON S T. 8" P V C S EW ER
109.3 LF @ 5.58%
C ON S T. 8" P V C S EW ER
160.0 LF @ 0.40%
EXISTING GROU ND
EXISTING GROU ND
FINISHED GRADE
SEWER LINE D
FINISHED GRADE
8" W ATER
M AIN
CONST. 16" CASING
2 0.0 LF CENTERED
U NDER IRR LINE PER
M ERIDIAN STANDARDS
SW1 AND SW2
12 " IRR
M AIN
S S M H-D2
S TA: 4+ 69.37 C ON S T.
RIM : 2542.29
8" IN V . OUT(E): 2534.66
1"=50' 17
SEWER LINE C AND
SEWER LINE D
PLAN AND PROFILE
T:\SUBDIVISIONS\Pera Place Subdivision - SD099\Drawings\Pera Place Mast
THIS DOCUM EN T IS THE P ROP ERTY OF LEAVITT & ASSOC IATES
EN G IN EERS , IN C AND THE DES IGN AND IDEAS W ITHIN ARE N OT
TO B E USED IN W HOLE OR P ART W ITHOUT W RITTEN C ON S EN T
OF LEAVITT & ASSOC IATES EN G INEERS , IN C .
PDL PDL NJP SD099.001
12/07/21
By: By: By:
No.
REVISIONS
DATE BY DESCRIPTION
OWNER/DEVELOPER:
Designed Drawn Checked Job Number:
Sheet Number:
LEAVITT & ASSOCIATES
ENGINEERS, INC.
STRUCTURAL * CIVIL
SURVEYING
1324 FIRST STREET SOUTH NAMPA IDAHO 83651
PHONE (208)463-0333/463-7670 FAX (208)463-9040
SCALE:
0APPROVAL 12/20/21 NJP ISSUED FOR
Delivery Date:
Original
sealed by:
Date
original
signed:
An original document is on file at
the office of Leavitt & Associates
Engineers, Inc.
EMAIL NP@LEAVITTENGINEERS.COM
PERA PLACE SUBDIVISION
MERIDIAN, IDAHO
APPLIED MEDIA, INC.
6518 N. FAIRBORN AVE.
MERIDIAN, ID 83646
PHONE (949) 463-1531
TONY@IMMERSIONIDAHO.COM
NOT APPROVED
FOR
CONSTRUCTION
* CONTRACTOR TO FIELD V ERIFY
HORIZONTAL & V ERTICAL
LOCATION PRIOR TO CONSTRU CTION.
NOTES:
1. ALL M ANHOLES SHALL B E 48"∅ STANDARD
M ANHOLE TYPE 'A' PER ISPWC SD- 501 U NLESS
NOTED OTHERWISE.
2 . ALL SERVICE CONNECTIONS SHALL B E PER ISPWC
SD- 511A.
3. ALL SERVICES SHALL B E A M INIMUM OF 5' FROM
THE OU TSIDE OF M ANHOLES.
4. EXISTING SEPTIC TANKS AND SEWER DRAIN
FIELDS M U ST B E ABANDONED IN ACCORDANCE
W ITH CENTRAL DISTRICT HEALTH DEPARTMENT
REQU IREMENTS.
150
100
50
5
0
25
0
5
10
15
3
1
15
HORIZONTAL 1" = 50'
V ERTICAL 1" = 5'
SCALE:
HORIZONTAL
V ERTICAL
05/19/22
FP-2021-0061
E.I. 2 52 8.67
S.C. 5+ 52 .78
S.L. 41.5' R
E.I. 2 52 9.86
S.C. 6+ 2 6.82
S.L. 41.5' R
E.I. 2 530.16
S.C. 6+ 59.2 4
S.L. 2 4.4' L
E.I. 2 530.06
S.C. 7+ 2 1.10
S.L. 33.6' L
E.I. 2 530.62
W PHILOMENA CT
N SEPINO AVE
M
- 0+ 00
1+ 00
2 + 00
3+ 00
3+ 14
2
5 4 3
6
M
SEWER LINE B
SEWER LINE A
SEE SHEET 15
SEWER LINE C
SEE SHEET 17
G
G
G
G
G G
G
S
S.C. 7+ 2 9.10
S.L. 86.1' L
E.I. 2 531.72
2 516
2 52 0
2 52 4
2 52 8
2 532
2 536
2 540
2 516
2 52 0
2 52 4
2 52 8
2 532
2 536
2 540
2 + 00
2 540.54
2 541.33
3+ 00
2 540.45
2 541.84
4+ 00
2 540.2 4
2 541.96
5+ 00
2 540.48
2 541.2 1
6+ 00
2 540.47
2 540.81
7+ 00
2 541.96
2 541.86
C ON S T. 8" P V C S EW ER
228.6 LF @ 0.40%
C ON S T. 8" P V C S EW ER
77.9 LF @ 0.60%
C ON S T. 8" P V C S EW ER
222.7 LF @ 0.40%
EXISTING GROU ND
FINISHED GRADE
EXISTING GROU ND
SEWER LINE B
FINISHED GRADE
6" PI
M AIN
1"=50' 16
SEWER LINE B
PLAN AND PROFILE
T:\SUBDIVISIONS\Pera Place Subdivision - SD099\Drawings\Pera Place Mast
THIS DOCUM EN T IS THE P ROP ERTY OF LEAVITT & ASSOC IATES
EN G IN EERS , IN C AND THE DES IGN AND IDEAS W ITHIN ARE N OT
TO B E USED IN W HOLE OR P ART W ITHOUT W RITTEN C ON S EN T
OF LEAVITT & ASSOC IATES EN G INEERS , IN C .
PDL PDL NJP SD099.001
12/07/21
By: By: By:
No.
REVISIONS
DATE BY DESCRIPTION
OWNER/DEVELOPER:
Designed Drawn Checked Job Number:
Sheet Number:
LEAVITT & ASSOCIATES
ENGINEERS, INC.
STRUCTURAL * CIVIL
SURVEYING
1324 FIRST STREET SOUTH NAMPA IDAHO 83651
PHONE (208)463-0333/463-7670 FAX (208)463-9040
SCALE:
0APPROVAL 12/20/21 NJP ISSUED FOR
Delivery Date:
Original
sealed by:
Date
original
signed:
An original document is on file at
the office of Leavitt & Associates
Engineers, Inc.
EMAIL NP@LEAVITTENGINEERS.COM
PERA PLACE SUBDIVISION
MERIDIAN, IDAHO
APPLIED MEDIA, INC.
6518 N. FAIRBORN AVE.
MERIDIAN, ID 83646
PHONE (949) 463-1531
TONY@IMMERSIONIDAHO.COM
NOT APPROVED
FOR
CONSTRUCTION
NOTES:
1. ALL M ANHOLES SHALL B E 48"∅ STANDARD
M ANHOLE TYPE 'A' PER ISPWC SD- 501 U NLESS
NOTED OTHERWISE.
2 . ALL SERVICE CONNECTIONS SHALL B E PER ISPWC
SD- 511A.
3. EXISTING SEPTIC TANKS AND SEWER DRAIN
FIELDS M U ST B E ABANDONED IN ACCORDANCE
W ITH CENTRAL DISTRICT HEALTH DEPARTMENT
REQU IREMENTS.
150
100
50
5
0
25
0
5
10
15
3
1
15
HORIZONTAL 1" = 50'
V ERTICAL 1" = 5'
SCALE:
HORIZONTAL
V ERTICAL
* CONTRACTOR TO FIELD V ERIFY
HORIZONTAL & V ERTICAL
LOCATION PRIOR TO CONSTRU CTION.
05/19/22
FP-2021-0061
2 52 0
2 52 4
2 52 8
2 532
2 536
2 540
2 544
2 512
2 516
2 52 0
2 52 4
2 52 8
2 532
2 536
2 540
2 544
2 + 00
2 542 .05
3+ 00
2 540.30
2 541.41
4+ 00
2 541.40
2 540.78
5+ 00
2 541.99
2 540.68
6+ 00
C ON S T. 8" P V C S EW ER
239.3 LF @ 0.40%
EXISTING GROU ND
EXISTING GROU ND
FINISHED GRADE
SEWER LINE A
SSMH- A2
STA: 3+ 2 3.93 CONST.
RIM: 2 541.33
INV. IN(S): 2 52 6.76
INV. IN(W ): 2 52 6.76
INV. IN(E): 2 52 6.76
INV. OUT(N): 2 52 6.66
S S M H-A1
S TA: 2+ 24.42 C ON S T.
RIM : 2541.68
IN V . IN (S ): 2526.26
IN V . OUT(N ): 2526.16
C ON S T. 8" P V C S EW ER
99.5 LF @ 0.40%
FINISHED GRADE
8" W ATER
M AIN
2 4" IRR
M AIN
8" W ATER
M AIN
CONST. 16" CASING
2 0.0 LF CENTERED
U NDER IRR LINE PER
M ERIDIAN STANDARDS
SW1 AND SW2
STA:2 + 07.34
REMOVE EXISTING
CLEAN- OU T AND
CONNECT TO
EXISTING 8"
SEWER M AIN.
INV.= 2 52 6.09
15" IRR
M AIN
6" PI
M AIN
6" PI
M AIN
CONST. 8" PVC SEWER
17.1 LF @ 0.40%
W / 16" CASING PER
M ERIDIAN STANDARDS
SW1 AND SW2
1"=50' 15
SEWER LINE A
PLAN AND PROFILE
T:\SUBDIVISIONS\Pera Place Subdivision - SD099\Drawings\Pera Place Mast
THIS DOCUM EN T IS THE P ROP ERTY OF LEAVITT & ASSOC IATES
EN G IN EERS , IN C AND THE DES IGN AND IDEAS W ITHIN ARE N OT
TO B E USED IN W HOLE OR P ART W ITHOUT W RITTEN C ON S EN T
OF LEAVITT & ASSOC IATES EN G INEERS , IN C .
PDL PDL NJP SD099.001
12/07/21
By: By: By:
No.
REVISIONS
DATE BY DESCRIPTION
OWNER/DEVELOPER:
Designed Drawn Checked Job Number:
Sheet Number:
LEAVITT & ASSOCIATES
ENGINEERS, INC.
STRUCTURAL * CIVIL
SURVEYING
1324 FIRST STREET SOUTH NAMPA IDAHO 83651
PHONE (208)463-0333/463-7670 FAX (208)463-9040
SCALE:
0APPROVAL 12/20/21 NJP ISSUED FOR
Delivery Date:
Original
sealed by:
Date
original
signed:
An original document is on file at
the office of Leavitt & Associates
Engineers, Inc.
EMAIL NP@LEAVITTENGINEERS.COM
PERA PLACE SUBDIVISION
MERIDIAN, IDAHO
APPLIED MEDIA, INC.
6518 N. FAIRBORN AVE.
MERIDIAN, ID 83646
PHONE (949) 463-1531
TONY@IMMERSIONIDAHO.COM
NOT APPROVED
FOR
CONSTRUCTION
NOTES:
1. ALL M ANHOLES SHALL B E 48"∅ STANDARD
M ANHOLE TYPE 'A' PER ISPWC SD- 501 U NLESS
NOTED OTHERWISE.
2 . ALL SERVICE CONNECTIONS SHALL B E PER ISPWC
SD- 511A.
3. EXISTING SEPTIC TANKS AND SEWER DRAIN
FIELDS M U ST B E ABANDONED IN ACCORDANCE
W ITH CENTRAL DISTRICT HEALTH DEPARTMENT
REQU IREMENTS.
150
100
50
5
0
25
0
5
10
15
3
1
15
HORIZONTAL 1" = 50'
V ERTICAL 1" = 5'
SCALE:
HORIZONTAL
V ERTICAL
* CONTRACTOR TO FIELD V ERIFY
HORIZONTAL & V ERTICAL
LOCATION PRIOR TO CONSTRU CTION.
05/19/22
FP-2021-0061
18
19
1
2
3
4
5
6
7
8
9
9
10
11 12
B
- 0+ 00
1+ 00
2 + 00
3+ 00
3+ 14
N COLOSSEU M AVE
N LICHFIELD AVE
W AVILLA DR
W PHILOMENA CT
N SEPINO AVE
W DAPHNE ST
N B LACK CAT RD
2
5 4 3
6
7
G
G
G
G
G
G G
G
G
G
G
G
G G
G
G G G
G G G
S
G
B
INSTALL STREET NAME SIGNS
PER ACHD STANDARD DRAWINGS
TS- 1109.03 AND TS- 1114.01
INSTALL STREET NAME SIGNS
PER ACHD STANDARD DRAWINGS
TS- 1109.03 AND TS- 1114.01
INSTALL STREET NAME SIGNS
PER ACHD STANDARD DRAWINGS
TS- 1109.03 AND TS- 1114.01
INSTALL TYPE II TERMINU S
B ARRICADE PER ACHD
SD- 1132 A.
INSTALL TYPE II TERMINU S
B ARRICADE PER ACHD
SD- 1132 A.
INSTALL TYPE II TERMINU S
B ARRICADE PER ACHD
SD- 1132 A.
INSTALL TYPE III TERMINU S
B ARRICADE PER ACHD
SD- 1132 B .
INSTALL STREET NAME SIGNS
PER ACHD STANDARD DRAWINGS
TS- 1109.03 AND TS- 1114.01
AND "DEAD END" SIGN PER
M U TCD W 14- 1A.
INSTALL STREET NAME SIGN
PER ACHD STANDARD DRAWINGS
TS- 1109.03 AND TS- 1114.01
INSTALL STREET NAME SIGNS
PER ACHD STANDARD DRAWINGS
TS- 1109.03 AND TS- 1114.01
1"=50' 14
STREET SIGNAGE PLAN
T:\SUBDIVISIONS\Pera Place Subdivision - SD099\Drawings\Pera Place Mast
THIS DOCUM EN T IS THE P ROP ERTY OF LEAVITT & ASSOC IATES
EN G IN EERS , IN C AND THE DES IGN AND IDEAS W ITHIN ARE N OT
TO B E USED IN W HOLE OR P ART W ITHOUT W RITTEN C ON S EN T
OF LEAVITT & ASSOC IATES EN G INEERS , IN C .
PDL PDL NJP SD099.001
12/07/21
By: By: By:
No.
REVISIONS
DATE BY DESCRIPTION
OWNER/DEVELOPER:
Designed Drawn Checked Job Number:
Sheet Number:
LEAVITT & ASSOCIATES
ENGINEERS, INC.
STRUCTURAL * CIVIL
SURVEYING
1324 FIRST STREET SOUTH NAMPA IDAHO 83651
PHONE (208)463-0333/463-7670 FAX (208)463-9040
SCALE:
0APPROVAL 12/20/21 NJP ISSUED FOR
Delivery Date:
Original
sealed by:
Date
original
signed:
An original document is on file at
the office of Leavitt & Associates
Engineers, Inc.
EMAIL NP@LEAVITTENGINEERS.COM
PERA PLACE SUBDIVISION
MERIDIAN, IDAHO
APPLIED MEDIA, INC.
6518 N. FAIRBORN AVE.
MERIDIAN, ID 83646
PHONE (949) 463-1531
TONY@IMMERSIONIDAHO.COM
NOT APPROVED
FOR
CONSTRUCTION
* CONTRACTOR TO FIELD V ERIFY
HORIZONTAL & V ERTICAL
LOCATION PRIOR TO CONSTRU CTION.
150
100
50
5
0
25
15
SCALE: 1" = 50'
05/19/22
FP-2021-0061
0.36%
1.40%
1.61%
W PHILOMENA CT
N SEPINO AVE
SEE SHEET 12
2 541.2 2 TB C
3+ 94.96 PC
2 541.57 TB C
4+ 81.96 PC
10
32
31
31
2
5 4 3
6
S
5'x85' PERCOLATION
W INDOW. SEE DETAIL
SHEET 2 .
GR B R
2 532
2 536
2 540
2 544
2 548
2 552
2 532
2 536
2 540
2 544
2 548
2 552
2 + 00
2 540.45
2 541.52
3+ 00
2 540.40
2 541.96
4+ 00
2 540.08
2 542 .15
5+ 00
2 540.33
2 541.2 4
6+ 00
2 540.34
2 540.84
7+ 00
2 541.63
2 541.84
8+ 00
- 2 .00% 2 .00%
0.40%
- 0.40%
1.50%
- 2 .91%
- 0.40%
2 + 00.00 GC
2 541.52 FG
2 + 43.50 GC
2 541.73 FG
EXISTING GROU ND
FINISHED GRADE
6+ 2 6.2 9 PC
2 540.74
℄ N SEPINO AVE.
W PHILOMENA CT.
3+ 73.78 GB
2 542 .2 5 FG
4+ 53.49 GB
2 541.93 FG
4+ 73.49 GB
2 541.35 FG
7+ 67.30 GC
2 542 .85 FG
FINISHED GRADE
EXISTING GROU ND
2 + 16.50 GB
2 541.19 FG
KEYNOTES
NOT U SED THIS SHEET.
EXISTING POWER POLE AND OVERHEAD LINES TO B E
REMOVED OR RELOCATED. COORDINATE W / IDAHO POWER.
NOT U SED THIS SHEET.
CONSTRU CT 2 0' TRANSITION FROM REVERSE PAN ROLLED
CU RB TO ROLLED CU RB .
REMOVE APPROX. 981 SQFT. CONCRETE PAD AND
DISPOSE OF OFFSITE.
9
10
30
31
1
11
32
1"=50' 13
W PHILOMENA COURT
PLAN AND PROFILE
THIS DOCUM EN T IS THE P ROP ERTY OF LEAVITT & ASSOC IATES
EN G IN EERS , IN C AND THE DES IGN AND IDEAS W ITHIN ARE N OT
TO B E USED IN W HOLE OR P ART W ITHOUT W RITTEN C ON S EN T
OF LEAVITT & ASSOC IATES EN G INEERS , IN C .
PDL PDL NJP SD099.001
12/07/21
By: By: By:
No.
REVISIONS
DATE BY DESCRIPTION
OWNER/DEVELOPER:
Designed Drawn Checked Job Number:
Sheet Number:
LEAVITT & ASSOCIATES
ENGINEERS, INC.
STRUCTURAL * CIVIL
SURVEYING
1324 FIRST STREET SOUTH NAMPA IDAHO 83651
PHONE (208)463-0333/463-7670 FAX (208)463-9040
SCALE:
0APPROVAL 12/20/21 NJP ISSUED FOR
Delivery Date:
Original
sealed by:
Date
original
signed:
An original document is on file at
the office of Leavitt & Associates
Engineers, Inc.
EMAIL NP@LEAVITTENGINEERS.COM
PERA PLACE SUBDIVISION
MERIDIAN, IDAHO
APPLIED MEDIA, INC.
6518 N. FAIRBORN AVE.
MERIDIAN, ID 83646
PHONE (949) 463-1531
TONY@IMMERSIONIDAHO.COM
NOT APPROVED
FOR
CONSTRUCTION
150
100
50
5
0
25
0
5
10
15
3
1
15
HORIZONTAL 1" = 50'
V ERTICAL 1" = 5'
SCALE:
HORIZONTAL
V ERTICAL
* CONTRACTOR TO FIELD V ERIFY
HORIZONTAL & V ERTICAL
LOCATION PRIOR TO CONSTRU CTION.
05/19/22
FP-2021-0061
EP
2 542 .2 2
EP
2 542 .2 2
EP
2 542 .06
EP
2 541.78
EP PT
2 541.2 2
EP PC
2 541.96
EP PT
2 541.2 2
EP PC
2 541.43
FS
2 541.02
FS
2 540.98
FS
2 540.88
FS
2 540.98
FS
2 541.2 2 TB C
3+ 94.96 PC
2 541.08
2 541.08 FS
FS 2 540.78
FS
2 541.08
FS
2 541.08
FS
2 540.88
FS
2 541.96
EP
2 542 .12
EP
R33.0'
TYP.
10
10
31
31
2
R2 7.0'
TYP.
R2 7.0'
TYP.
2 532
2 536
2 540
2 544
2 548
2 552
2 556
2 532
2 536
2 540
2 544
2 548
2 552
2 556
2 + 00
2 542 .11
2 540.63
3+ 00
2 541.78
2 540.73
4+ 00
2 540.85
2 541.36
5+ 00
2 539.76
2 541.76
0.40%
0.10%
2 .71%
0.40%
2 + 00.00 GC
2 540.63 FG
3+ 74.96 GC
2 540.80 FG
3+ 94.96 GC
2 541.34 FG
4+ 38.48 GC
2 541.52 FG
5+ 41.50 GC
2 541.93 FG
EXISTING GROU ND
FINISHED GRADE
℄ AVILLA DR.
℄ W PHILOMENA CT.
N SEPINO AVE.
FINISHED GRADE
EXISTING GROU ND
KEYNOTES
NOT U SED THIS SHEET.
EXISTING POWER POLE AND OVERHEAD LINES TO B E
REMOVED OR RELOCATED. COORDINATE W / IDAHO POWER.
NOT U SED THIS SHEET.
CONSTRU CT PEDESTRIAN RAMP NO. 12 TYPE 'C' W /
TRU NCATED DOMES PER ISPWC SD- 712 C AND ACHD
SD- 712 . SEE DETAIL THIS SHEET.
CONSTRU CT PEDESTRIAN RAMP NO. 13 TYPE 'C' W /
TRU NCATED DOMES PER ISPWC SD- 712 C AND ACHD
SD- 712 . SEE DETAIL THIS SHEET.
CONSTRU CT CONCRETE DRIVEWAY W ITH RAMPED SIDEWALK
PER ACHD SD- 710B . SEE DETAIL THIS SHEET.
CONSTRU CT 2 9.0 LF 4' CONCRETE V ALLEY GU TTER
PER ACHD SD- 708.
CONSTRU CT 15' TRANSITION FROM REVERSE PAN ROLLED
CU RB TO ROLLED CU RB .
CONSTRU CT 2 0' TRANSITION FROM REVERSE PAN ROLLED
CU RB TO ROLLED CU RB .
NOT U SED THIS SHEET.
9
10
2 5
2 6
2 7
2 8
2 9
30
31
32
1
11
0.40%
0.40%
0.56%
2 541.61 TB C
2 541.34 FL
2 541.40 TB C
2 541.13 FL
2 541.12 TB C
2 541.12 FL
2 541.09 TB C
2 541.09 FL
2 541.33 TB C
2 541.06 FL
2 541.2 2 TB C
2 540.95 FL
2 541.36
FS
2 541.36
FS
2 541.07
FL
2 541.19
FL
2 541.61 TB C
2 541.34 FL
2 541.53
FS
2 541.53
FS
2 541.57 TB C
2 541.30 FL
2 541.53 TB C
2 541.2 6 FL
2 541.2 5 TB C
2 541.2 5 FL
2 541.2 4 TB C
2 541.2 4 FL
2 541.52 TB C
2 541.2 5 FL
2 541.17
FS 2 541.33
FS
4.17% 5.00%
2 541.16 TB C
2 541.16 FL
2 541.08 TB C
2 541.08 FL
2 541.33 TB C
2 541.06 FL
2 541.46 TB C
2 541.19 FL
2 541.43
TSW
2 541.18
TSW
2 541.2 6
TSW
2 541.56
TSW
1"=50' 12
N SEPINO AVENUE
PLAN AND PROFILE
THIS DOCUM EN T IS THE P ROP ERTY OF LEAVITT & ASSOC IATES
EN G IN EERS , IN C AND THE DES IGN AND IDEAS W ITHIN ARE N OT
TO B E USED IN W HOLE OR P ART W ITHOUT W RITTEN C ON S EN T
OF LEAVITT & ASSOC IATES EN G INEERS , IN C .
PDL PDL NJP SD099.001
12/07/21
By: By: By:
No.
REVISIONS
DATE BY DESCRIPTION
OWNER/DEVELOPER:
Designed Drawn Checked Job Number:
Sheet Number:
LEAVITT & ASSOCIATES
ENGINEERS, INC.
STRUCTURAL * CIVIL
SURVEYING
1324 FIRST STREET SOUTH NAMPA IDAHO 83651
PHONE (208)463-0333/463-7670 FAX (208)463-9040
SCALE:
0APPROVAL 12/20/21 NJP ISSUED FOR
Delivery Date:
Original
sealed by:
Date
original
signed:
An original document is on file at
the office of Leavitt & Associates
Engineers, Inc.
EMAIL NP@LEAVITTENGINEERS.COM
PERA PLACE SUBDIVISION
MERIDIAN, IDAHO
APPLIED MEDIA, INC.
6518 N. FAIRBORN AVE.
MERIDIAN, ID 83646
PHONE (949) 463-1531
TONY@IMMERSIONIDAHO.COM
NOT APPROVED
FOR
CONSTRUCTION
150
100
50
5
0
25
0
5
10
15
3
1
15
HORIZONTAL 1" = 50'
V ERTICAL 1" = 5'
SCALE:
HORIZONTAL
V ERTICAL
PEDESTRIAN RAMPS NO. 12 AND NO. 13 DETAIL
SCALE: 1"= 10'
CONCRETE DRIVEWAY DETAIL
SCALE: 1"= 10'
* CONTRACTOR TO FIELD V ERIFY
HORIZONTAL & V ERTICAL
LOCATION PRIOR TO CONSTRU CTION.
05/19/22
FP-2021-0061
2 541.90 TB C
6+ 82 .51 PT
2 542 .66 TB C
2 + 00.00 M E
2 542 .66 TB C
2 + 00.00 M E
2 541.00 TB C
2 + 43.50 PC
2 541.00 TB C
2 + 43.50 PT
5'x2 00' PERCOLATION
W INDOW. SEE DETAIL
IRRIGATION POND SHEET 2 .
SEE SHEET 7
2 532
2 536
2 540
2 544
2 548
2 552
2 532
2 536
2 540
2 544
2 548
2 552
2 + 00
2 542 .34
2 542 .67
3+ 00
2 542 .85
2 541.08
4+ 00
2 542 .31
2 540.85
5+ 00
2 542 .12
2 540.64
6+ 00
2 542 .12
2 540.93
7+ 00
2 542 .09
2 541.2 1
8+ 00
2 542 .34
2 541.97
9+ 00
- 0.2 3%
0.2 8%
- 0.2 3%
- 1.45%
- 2 .65%
0.2 8%
2 .65%
0.40%
2 + 00.00 GC
2 542 .67 FG
2 + 71.62 GC
2 541.63 FG
2 + 91.62 GC
2 541.10 FG
3+ 35.12 GC
2 541.00 FG
EXISTING GROU ND
FINISHED GRADE
4+ 95.15 GB
2 540.63 FG
7+ 2 7.79 GC
2 541.2 9 FG
7+ 71.2 9 GC
2 541.41 FG
7+ 91.2 9 GC
2 541.94 FG
8+ 61.01 GC
2 542 .2 2 FG
℄ N COLOSSEU M AVE.
℄ N SEPINO AVE.
℄ N LICHFIELD AVE.
AVILLA DR.
FINISHED GRADE
EXISTING GROU ND
KEYNOTES
NOT U SED THIS SHEET.
CONSTRU CT PEDESTRIAN RAMP NO. 9 TYPE 'G' W /
TRU NCATED DOMES PER ACHD SD- 712 G AND ACHD
SD- 712 . SEE DETAIL THIS SHEET.
CONSTRU CT PEDESTRIAN RAMP NO. 10 TYPE 'C' W /
TRU NCATED DOMES PER ISPWC SD- 712 C AND ACHD
SD- 712 . SEE DETAIL THIS SHEET.
CONSTRU CT PEDESTRIAN RAMP NO. 11 TYPE 'H4' W /
TRU NCATED DOMES PER ACHD SD- 712 H AND ACHD
SD- 712 . SEE DETAIL THIS SHEET.
NOT U SED THIS SHEET.
CONSTRU CT 2 0' TRANSITION FROM REVERSE PAN ROLLED
CU RB TO ROLLED CU RB .
NOT U SED THIS SHEET.
LANDSCAPE ISLAND, SEE DETAIL THIS SHEET.
2 2
2 3
2 4
2 5
30
31
32
1
2 6
33
2 542
2 541.03 TB C
2 540.76 FL
2 540.76 TB C
2 540.76 FL
2 540.75 TB C
2 540.75 FL
2 541.02 TB C
2 540.75 FL
2 541.05 TB C
2 540.78 FL
2 540.77 TB C
2 540.77 FL
2 540.77 TB C
2 540.77 FL
2 541.06 TB C
2 540.79 FL
2 541.00 TB C
2 540.73 FL
2 541.02 TB C
2 540.75 FL
2 540.76 TB C
2 540.76 FL
2 540.77 TB C
2 540.77 FL
2 541.04 TB C
2 540.77 FL
2 541.09 TB C
2 540.82 FL
2 541.05
FS
2 541.05
FS
2 541.05
FS
2 541.00 TB C
2 540.73 FL
2 541.04
FS
2 541.04
FS
4.67% 4.33%
2 540.77 TB C
2 540.77 FL
2 541.05 TB C
2 540.78 FL
2 540.75 TB C
2 540.75 FL
2 541.01 TB C
2 540.74 FL
2 541.13 TB C
2 540.85 TSW
2 541.09 TB C
2 540.83 TSW
2 541.09 TB C
2 541.09 TSW
2 541.13 TB C
2 541.13 TSW
TRU NCATED DOMES PER
ACHD SD- 712 C
4'x4' FLAT STREET SIDE LANDING
PER ACHD SD- 712 G
2 541.15 TB C
4+ 11.41 2 541.06 TB C
4+ 51.90
2 541.34 TV C
4+ 11.2 4
2 541.13 TB C
4+ 2 1.90
2 541.2 2 TB C
3+ 81.41
2 541.39 TV C
3+ 92 .07
2 541.33 TV C
4+ 17.90
2 541.40 TV C
3+ 85.41
CONSTRU CT 4' TRANSITION FROM
REVERSE PAN ROLLED CU RB TO
REVERSE PAN V ERTICAL CU RB
CONSTRU CT 4' TRANSITION FROM
REVERSE PAN ROLLED CU RB TO
REVERSE PAN V ERTICAL CU RB
CONSTRU CT 4' TRANSITION FROM
REVERSE PAN ROLLED CU RB TO
REVERSE PAN V ERTICAL CU RB
CONSTRU CT 4' TRANSITION FROM
REVERSE PAN ROLLED CU RB TO
REVERSE PAN V ERTICAL CU RB
2 541.32 TV C
4+ 2 2 .07
2 541.2 7 TV C
3+ 92 .07
2 541.2 6 TV C
4+ 47.90
2 541.33 TV C
4+ 15.41
5.0'
5.0'
CONSTRU CT 12 5 LF REVERSE PAN
V ERTICAL CU RB PER ACHD SD- 701R
CONSTRU CT 12 5 LF REVERSE PAN
V ERTICAL CU RB PER ACHD SD- 701R
2 541.44 TV C
5+ 97.51
2 541.2 8 TB C
6+ 08.16
2 541.16 TB C
5+ 67.68
2 541.38 TV C
5+ 78.33
2 541.46 TV C
6+ 04.16
2 541.37 TV C
5+ 71.68
CONSTRU CT 4' TRANSITION FROM
REVERSE PAN ROLLED CU RB TO
REVERSE PAN V ERTICAL CU RB
CONSTRU CT 4' TRANSITION FROM
REVERSE PAN ROLLED CU RB TO
REVERSE PAN V ERTICAL CU RB
5.0'
CONSTRU CT 12 5 LF REVERSE PAN
V ERTICAL CU RB PER ACHD SD- 701R
2 541.2 5 TB C
5+ 97.68 2 541.36 TB C
6+ 38.16
CONSTRU CT 4' TRANSITION FROM
REVERSE PAN ROLLED CU RB TO
REVERSE PAN V ERTICAL CU RB
CONSTRU CT 4' TRANSITION FROM
REVERSE PAN ROLLED CU RB TO
REVERSE PAN V ERTICAL CU RB
2 541.47 TV C
6+ 08.33
2 541.52 TV C
6+ 2 7.51
2 541.54 TV C
6+ 34.16
2 541.45 TV C
6+ 01.68
5.0'
CONSTRU CT 12 5 LF REVERSE PAN
V ERTICAL CU RB PER ACHD SD- 701R
1"=50' 11
W AVILLA DRIVE
PLAN AND PROFILE
THIS DOCUM EN T IS THE P ROP ERTY OF LEAVITT & ASSOC IATES
EN G IN EERS , IN C AND THE DES IGN AND IDEAS W ITHIN ARE N OT
TO B E USED IN W HOLE OR P ART W ITHOUT W RITTEN C ON S EN T
OF LEAVITT & ASSOC IATES EN G INEERS , IN C .
PDL PDL NJP SD099.001
12/07/21
By: By: By:
No.
REVISIONS
DATE BY DESCRIPTION
OWNER/DEVELOPER:
Designed Drawn Checked Job Number:
Sheet Number:
LEAVITT & ASSOCIATES
ENGINEERS, INC.
STRUCTURAL * CIVIL
SURVEYING
1324 FIRST STREET SOUTH NAMPA IDAHO 83651
PHONE (208)463-0333/463-7670 FAX (208)463-9040
SCALE:
0APPROVAL 12/20/21 NJP ISSUED FOR
Delivery Date:
Original
sealed by:
Date
original
signed:
An original document is on file at
the office of Leavitt & Associates
Engineers, Inc.
EMAIL NP@LEAVITTENGINEERS.COM
PERA PLACE SUBDIVISION
MERIDIAN, IDAHO
APPLIED MEDIA, INC.
6518 N. FAIRBORN AVE.
MERIDIAN, ID 83646
PHONE (949) 463-1531
TONY@IMMERSIONIDAHO.COM
NOT APPROVED
FOR
CONSTRUCTION
150
100
50
5
0
25
0
5
10
15
3
1
15
HORIZONTAL 1" = 50'
V ERTICAL 1" = 5'
SCALE:
HORIZONTAL
V ERTICAL
PEDESTRIAN RAMP NO. 10 AND NO. 11 DETAIL
SCALE: 1"= 10'
* CONTRACTOR TO FIELD V ERIFY
HORIZONTAL & V ERTICAL
LOCATION PRIOR TO CONSTRU CTION.
PEDESTRIAN RAMP NO. 9 DETAIL
SCALE: 1"= 10'
LANDSCAPE ISLANDS DETAIL
(STA:3+ 81.41- 4+ 51.90)
SCALE: 1"= 10'
LANDSCAPE ISLANDS DETAIL
(STA:5+ 67.68- 6+ 38.16)
SCALE: 1"= 10'
05/19/22
FP-2021-0061
2 540
2 544
2 548
2 552
2 556
2 + 00
2 544.84
2 544.86
3+ 00
2 544.42
2 544.2 5
4+ 00
2 543.90
2 543.71
5+ 00
2 543.2 1
2 542 .75
6+ 00
2 542 .59
2 542 .10
7+ 00
2 542 .16
2 541.46
- 2 .00%
- 0.40%
- 2 .83%
- 0.65%
2 + 00.00 GC
2 544.86 FG
3+ 94.51 GC
2 543.87 FG
4+ 14.51 GC
2 543.30 FG
7+ 2 6.01 GC
2 541.2 9 FG
EXISTING GROU ND
FINISHED GRADE
2 + 13.37 GC
2 544.59 FG
℄ W . DAPHNE ST.
℄ AVILLA DR.
N LICHFIELD AVE.
FINISHED GRADE
EXISTING GROU ND
KEYNOTES
NOT U SED THIS SHEET.
CONSTRU CT PEDESTRIAN RAMP NO. 7 TYPE 'C' W /
TRU NCATED DOMES PER ISPWC SD- 712 C AND ACHD
SD- 712 . SEE DETAIL THIS SHEET.
CONSTRU CT PEDESTRIAN RAMP NO. 8 TYPE 'C' W /
TRU NCATED DOMES PER ISPWC SD- 712 C AND ACHD
SD- 712 . SEE DETAIL THIS SHEET.
NOT U SED THIS SHEET.
CONSTRU CT 2 0' TRANSITION FROM REVERSE PAN ROLLED
CU RB TO ROLLED CU RB .
NOT U SED THIS SHEET.
2 0
2 1
2 2
30
31
32
1
2 3
W AVILLA DR
N LICHFIELD AVE
2 541.69 TB C
2 541.42 FL
2 541.40 TB C
2 541.40 FL
2 541.60 TB C
2 541.33 FL
2 541.36 TB C
2 541.36 FL
2 541.69
FS
2 541.69
FS
TRU NCATED DOMES PER
ACHD SD- 712 C
2 541.50 TB C
2 541.50 FL
2 541.50 TB C
2 541.50 FL
2 541.78 TB C
2 540.51 FL
2 541.78
TRU NCATED DOMES PER FS
ACHD SD- 712 C
2 541.90 TB C
2 541.63 FL
2 541.78
FS
2 541.78 TB C
2 541.51 FL
2 541.74 TB C
2 541.47 FL
2 541.50 TB C
2 541.2 3 FL
2 541.90 TB C
2 541.63 FL
1"=50' 10
N LICHFIELD AVENUE
PLAN AND PROFILE
THIS DOCUM EN T IS THE P ROP ERTY OF LEAVITT & ASSOC IATES
EN G IN EERS , IN C AND THE DES IGN AND IDEAS W ITHIN ARE N OT
TO B E USED IN W HOLE OR P ART W ITHOUT W RITTEN C ON S EN T
OF LEAVITT & ASSOC IATES EN G INEERS , IN C .
PDL PDL NJP SD099.001
12/07/21
By: By: By:
No.
REVISIONS
DATE BY DESCRIPTION
OWNER/DEVELOPER:
Designed Drawn Checked Job Number:
Sheet Number:
LEAVITT & ASSOCIATES
ENGINEERS, INC.
STRUCTURAL * CIVIL
SURVEYING
1324 FIRST STREET SOUTH NAMPA IDAHO 83651
PHONE (208)463-0333/463-7670 FAX (208)463-9040
SCALE:
0APPROVAL 12/20/21 NJP ISSUED FOR
Delivery Date:
Original
sealed by:
Date
original
signed:
An original document is on file at
the office of Leavitt & Associates
Engineers, Inc.
EMAIL NP@LEAVITTENGINEERS.COM
PERA PLACE SUBDIVISION
MERIDIAN, IDAHO
APPLIED MEDIA, INC.
6518 N. FAIRBORN AVE.
MERIDIAN, ID 83646
PHONE (949) 463-1531
TONY@IMMERSIONIDAHO.COM
NOT APPROVED
FOR
CONSTRUCTION
150
100
50
5
0
25
0
5
10
15
3
1
15
HORIZONTAL 1" = 50'
V ERTICAL 1" = 5'
SCALE:
HORIZONTAL
V ERTICAL
PEDESTRIAN RAMP NO. 7 AND NO. 8 DETAIL
SCALE: 1"= 10'
* CONTRACTOR TO FIELD V ERIFY
HORIZONTAL & V ERTICAL
LOCATION PRIOR TO CONSTRU CTION.
05/19/22
FP-2021-0061
19
2 0
B
1
1
2
31
31
0.48%
1.61%
B
2 532
2 536
2 540
2 544
2 548
2 552
2 532
2 536
2 540
2 544
2 548
2 552
2 + 00
2 542 .89
2 542 .93
3+ 00
2 542 .32
4+ 00
2 542 .61
2 541.80
5+ 00
2 542 .94
2 541.2 9
6+ 00
2 543.13
2 541.16
7+ 00
2 542 .89
2 541.03
- 2 .00%
- 0.40%
- 2 .75%
- 0.13%
2 + 00.00 GC
2 542 .93 FG
3+ 94.51 GC
2 541.95 FG
4+ 14.51 GC
2 541.40 FG
7+ 2 6.01 GC
2 541.00 FG
EXISTING GROU ND
EXISTING GROU ND
FINISHED GRADE
2 + 13.17 GC
2 542 .67 FG
℄ AVILLA DR.
℄ W . DAPHNE ST.
N COLOSSEU M AVE.
FINISHED GRADE
KEYNOTES
REMOVE EXISTING B U ILDING AND ANY FOUNDATION AND
DISPOSE OF OFFSITE.
REMOVE EXISTING FENCE AND DISPOSE OF OFFSITE.
NOT U SED THIS SHEET.
CONSTRU CT PEDESTRIAN RAMP NO. 5 TYPE 'C' W /
TRU NCATED DOMES PER ISPWC SD- 712 C AND ACHD
SD- 712 . SEE DETAIL THIS SHEET.
CONSTRU CT PEDESTRIAN RAMP NO. 6 TYPE 'C' W /
TRU NCATED DOMES PER ISPWC SD- 712 C AND ACHD
SD- 712 . SEE DETAIL THIS SHEET.
NOT U SED THIS SHEET.
CONSTRU CT 2 0' TRANSITION FROM REVERSE PAN ROLLED
CU RB TO ROLLED CU RB .
NOT U SED THIS SHEET.
1
2
18
19
2 0
30
31
32
3
2 1
W AVILLA DR
N COLOSSEU M AVE
2 541.41 TB C
2 541.14 FL
2 541.14 TB C
2 541.14 FL
2 541.15 TB C
2 541.15 FL
2 541.42
FS
2 541.42
FS
TRU NCATED DOMES PER
ACHD SD- 712 C
2 541.04 TB C
2 541.04 FL
2 541.01 TB C
2 541.01 FL
2 541.32 TB C
2 541.05 FL
2 541.2 7 TB C
2 541.00 FL
2 541.32
FS
2 541.32
FS
TRU NCATED DOMES PER
ACHD SD- 712 C
2 541.39 TB C
2 541.12 FL
2 541.43 TB C
2 541.16 FL
2 541.42 TB C
2 541.15 FL
2 541.2 3 TB C
2 540.96 FL
2 541.39 TB C
2 541.12 FL
1"=50' 9
N COLOSSEUM AVENUE
PLAN AND PROFILE
THIS DOCUM EN T IS THE P ROP ERTY OF LEAVITT & ASSOC IATES
EN G IN EERS , IN C AND THE DES IGN AND IDEAS W ITHIN ARE N OT
TO B E USED IN W HOLE OR P ART W ITHOUT W RITTEN C ON S EN T
OF LEAVITT & ASSOC IATES EN G INEERS , IN C .
PDL PDL NJP SD099.001
12/07/21
By: By: By:
No.
REVISIONS
DATE BY DESCRIPTION
OWNER/DEVELOPER:
Designed Drawn Checked Job Number:
Sheet Number:
LEAVITT & ASSOCIATES
ENGINEERS, INC.
STRUCTURAL * CIVIL
SURVEYING
1324 FIRST STREET SOUTH NAMPA IDAHO 83651
PHONE (208)463-0333/463-7670 FAX (208)463-9040
SCALE:
0APPROVAL 12/20/21 NJP ISSUED FOR
Delivery Date:
Original
sealed by:
Date
original
signed:
An original document is on file at
the office of Leavitt & Associates
Engineers, Inc.
EMAIL NP@LEAVITTENGINEERS.COM
PERA PLACE SUBDIVISION
MERIDIAN, IDAHO
APPLIED MEDIA, INC.
6518 N. FAIRBORN AVE.
MERIDIAN, ID 83646
PHONE (949) 463-1531
TONY@IMMERSIONIDAHO.COM
NOT APPROVED
FOR
CONSTRUCTION
150
100
50
5
0
25
0
5
10
15
3
1
15
HORIZONTAL 1" = 50'
V ERTICAL 1" = 5'
SCALE:
HORIZONTAL
V ERTICAL
PEDESTRIAN RAMP NO. 5 AND NO. 6 DETAIL
SCALE: 1"= 10'
* CONTRACTOR TO FIELD V ERIFY
HORIZONTAL & V ERTICAL
LOCATION PRIOR TO CONSTRU CTION.
05/19/22
FP-2021-0061
x= 3.2 2 %
x= 3.48%
x= 3.75%
x= 1.07%
x= 1.07%
x= 2 .41%
x= 1.07%
x= 1.07%
x= 1.07%
x= 3.2 2 %
x= 3.75%
x= 2 .95%
x= 3.2 2 %
1.01% 0.40% 0.54%
0.45% 0.40% 0.58%
0.60%
0.40% 0.40%
R2 7.75'
TYP.
R2 7.75'
TYP.
1
1
1
8
7
6
5
4
3
2 2
2
2
2
10
12
2
13
14
15 16
17 18
47.0'
33.0'
47.0'
33.0'
N COLOSSEU M AVE
SEE SHEET 9
N LICHFIELD AVE
SEE SHEET 10
W DAPHNE ST
B
13
2
9
2 542 .18 EX- EP- 2 + 00.00 13.06' LT
SAWCU T 10.77' LT 2 541.95 M E
0.48%
0.71%
1.12 %
0.49%
1.61%
12
2 542 .00 TB C
2 + 00.00
2 542 .45 TB C
2 + 44.53
2 542 .63 TB C
2 + 89.05 PC
2 543.12 TB C
3+ 77.55 PT
2 543.36 TB C
4+ 2 2 .18
2 543.56 TB C
4+ 66.80
2 543.82 TB C
5+ 2 9.64
2 544.39 TB C
6+ 37.10
2 544.66 TB C
6+ 81.72 PC
2 544.84 TB C
7+ 70.2 2 PT
2 545.02 TB C
8+ 15.61
2 545.2 0 TB C
8+ 60.97
2 542 .42 TB C
2 + 44.2 5 PC
2 542 .42 TB C
2 + 44.2 5 PT
2 544.35 TB C
2 + 44.2 5 PT
2 544.35 TB C
2 + 44.2 5 PC
2 544.13 TB C
5+ 92 .47
IRRIGATION
POND SEE
SHEET 7
2 540
2 544
2 548
2 552
2 540
2 544
2 548
2 552
2 + 00
2 542 .00
2 542 .00
3+ 00
2 542 .77
2 542 .65
4+ 00
2 543.2 3
2 543.18
5+ 00
2 543.67
2 543.68
6+ 00
2 544.2 8
2 544.18
7+ 00
2 544.72
2 544.64
8+ 00
2 545.07
2 544.95
1.01%
0.40%
2 + 00.00 GC
2 542 .00 FG
2 + 44.53 GC
2 542 .45 FG
2 + 89.05 GC
2 542 .63 FG
0.54%
0.45%
0.41%
0.49%
0.58%
0.61%
3+ 77.55 GC
2 543.12 FG
4+ 2 2 .18 GC
2 543.36 FG
4+ 66.80 GC
2 543.56 FG
5+ 2 9.64 GC
2 543.82 FG
5+ 92 .47 GC
2 544.13 FG
6+ 37.10 GC
2 544.39 FG
6+ 81.72 GC
2 544.66 FG
0.40%
0.40%
7+ 70.2 2 GC
2 544.84 FG
8+ 15.61 GC
2 545.02 FG
8+ 60.97 GC
2 545.2 0 FG
EXISTING GROU ND
FINISHED GRADE
AT TOP B ACK OF
CU RB
EXISTING GROU ND
FINISHED GRADE AT
TOP B ACK OF CU RB
W DAPHNE ST
KEYNOTES
REMOVE EXISTING B U ILDING AND ANY FOUNDATION AND
DISPOSE OF OFFSITE.
REMOVE EXISTING FENCE AND DISPOSE OF OFFSITE.
REMOVE APPROX. 450 SQFT. CONCRETE PAD AND
DISPOSE OF OFFSITE.
REMOVE APPROX. 891 SQFT. CONCRETE PAD AND
DISPOSE OF OFFSITE.
REMOVE APPROX. 1062 SQFT. CONCRETE PAD AND
DISPOSE OF OFFSITE.
REMOVE APPROX. 15,2 38 SQFT. GRAVEL DRIVEWAY AND
DISPOSE OF OFFSITE.
REMOVE APPROX. 1,381 SQFT. GRAVEL DRIVEWAY AND
DISPOSE OF OFFSITE.
REMOVE APPROX. 7,479 SQFT. GRAVEL DRIVEWAY AND
DISPOSE OF OFFSITE.
REMOVE APPROX. 2 ,150 SQFT. ASPHALT DRIVEWAY AND
DISPOSE OF OFFSITE.
EXISTING POWER POLE AND OVERHEAD LINES TO B E
REMOVED OR RELOCATED. COORDINATE W / IDAHO POWER.
NOT U SED THIS SHEET.
REMOVE EXISTING M AILBOX AND DISPOSE OF OFFSITE.
REMOVE EXISTING GAS SERVICE AND DISPOSE OF
OFFSITE. COORDINATE W / INTERMOU NTAIN GAS COMPANY.
EXISTING W ELL(S) M U ST B E DISCONNECTED FROM ANY
B U ILDINGS THAT REMAIN W ITH V ERIFICATION OF
DISCONNECT B Y M ERIDIAN PU B LIC W ORKS DEPARTMENT.
W ELLS THAT W ILL NOT CONTINU E TO B E U SED M U ST B E
PROPERLY ABANDONED, DOCU M ENTATION OF
ABANDONMENT W ILL B E REQU IRED TO B E SU B M ITTED TO
THE CITY. CONTACT IDAHO DEPARTMENT OF W ATER
RESOU RCE FOR ABANDONMENT.
CONSTRU CT PEDESTRIAN RAMP NO. 1 TYPE 'C' W /
TRU NCATED DOMES PER ISPWC SD- 712 C AND ACHD
SD- 712 . SEE DETAIL THIS SHEET.
CONSTRU CT PEDESTRIAN RAMP NO. 2 TYPE 'C' W /
TRU NCATED DOMES PER ISPWC SD- 712 C AND ACHD
SD- 712 . SEE DETAIL THIS SHEET.
CONSTRU CT PEDESTRIAN RAMP NO. 3 TYPE 'C' W /
TRU NCATED DOMES PER ISPWC SD- 712 C AND ACHD
SD- 712 . SEE DETAIL THIS SHEET.
CONSTRU CT PEDESTRIAN RAMP NO. 4 TYPE 'C' W /
TRU NCATED DOMES PER ISPWC SD- 712 C AND ACHD
SD- 712 . SEE DETAIL THIS SHEET.
NOT U SED THIS SHEET.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
1932
W DAPHNE ST
N COLOSSEU M AVE
2 542 .58 TB C
2 542 .31 FL
2 542 .2 9 TB C
2 542 .2 9 FL
2 542 .52 TB C
2 542 .2 5 FL
2 542 .2 6 TB C
2 542 .58 2 542 .2 6 FL
FS
TRU NCATED DOMES PER
ACHD SD- 712 C
2 542 .78 TB C
2 542 .51 FL
2 542 .56 TB C
2 542 .56 FL
2 542 .60 TB C
2 542 .60 FL
2 542 .93 TB C
2 542 .66 FL
2 542 .93
FS
TRU NCATED DOMES PER
ACHD SD- 712 C
2 542 .58
FS
2 542 .93
FS
W DAPHNE ST
N LICHFIELD AVE
2 544.58 TB C
2 544.31 FL
2 544.2 9 TB C
2 544.2 9 FL
2 544.50 TB C
2 544.2 3 FL
2 544.2 5 TB C
2 544.58 2 544.2 5 FL
FS
TRU NCATED DOMES PER
ACHD SD- 712 C
2 544.60 TB C
2 544.33 FL
2 544.36 TB C
2 544.36 FL
2 544.40 TB C
2 544.40 FL
2 544.71 TB C
2 544.44 FL
2 544.71
FS
TRU NCATED DOMES PER
ACHD SD- 712 C
2 544.58
FS
2 544.71
FS
1"=50' 8
W DAPHNE STREET
IMPROVEMENTS
PLAN AND PROFILE
THIS DOCUM EN T IS THE P ROP ERTY OF LEAVITT & ASSOC IATES
EN G IN EERS , IN C AND THE DES IGN AND IDEAS W ITHIN ARE N OT
TO B E USED IN W HOLE OR P ART W ITHOUT W RITTEN C ON S EN T
OF LEAVITT & ASSOC IATES EN G INEERS , IN C .
PDL PDL NJP SD099.001
12/07/21
By: By: By:
No.
REVISIONS
DATE BY DESCRIPTION
OWNER/DEVELOPER:
Designed Drawn Checked Job Number:
Sheet Number:
LEAVITT & ASSOCIATES
ENGINEERS, INC.
STRUCTURAL * CIVIL
SURVEYING
1324 FIRST STREET SOUTH NAMPA IDAHO 83651
PHONE (208)463-0333/463-7670 FAX (208)463-9040
SCALE:
0APPROVAL 12/20/21 NJP ISSUED FOR
Delivery Date:
Original
sealed by:
Date
original
signed:
An original document is on file at
the office of Leavitt & Associates
Engineers, Inc.
EMAIL NP@LEAVITTENGINEERS.COM
PERA PLACE SUBDIVISION
MERIDIAN, IDAHO
APPLIED MEDIA, INC.
6518 N. FAIRBORN AVE.
MERIDIAN, ID 83646
PHONE (949) 463-1531
TONY@IMMERSIONIDAHO.COM
NOT APPROVED
FOR
CONSTRUCTION
150
100
50
5
0
25
0
5
10
15
3
1
15
HORIZONTAL 1" = 50'
V ERTICAL 1" = 5'
SCALE:
HORIZONTAL
V ERTICAL
PEDESTRIAN RAMP NO. 1 AND NO. 2 DETAIL
SCALE: 1"= 10'
PEDESTRIAN RAMP NO. 3 AND NO. 4 DETAIL
SCALE: 1"= 10'
* CONTRACTOR TO FIELD V ERIFY
HORIZONTAL & V ERTICAL
LOCATION PRIOR TO CONSTRU CTION.
05/19/22
FP-2021-0061
2 534.65
B OTTOM
2 540.50
FS
2 534.78
B OTTOM
2 534.78
B OTTOM
2 540.50
FS
2 540.50
FS
2 541.50
TOP
2 541.50
TOP
0.10%
0.10%
0.10%
2 534.59
B OTTOM
2 534.59
B OTTOM
2 540.50
FS
2 540.50
FS
2 541.50
TOP
2 541.50
TOP
2 :1
M AX
4:1
2 :1
M AX
4:1
2 540.50
FS
2 :1
M AX
4:1
INSTALL TRASH RACK AND
A SINGLE LAYER OF
4- 6" COB B LE RIP RAP
APPROX. 4'x4' AT OUTLET.
100.0'
2 541.50
TOP
IRR B OX- A1 W EIR B OX
SEE DETAIL THIS SHEET.
TOP = 2 541.40
B OTTOM = 2 530.40
2 534.58
6" INV.- OUT
W S= 2 540.50±
CLEARWATER
SCREEN CW400
SCREEN INLET B OX (5'x5')
- NTS-
6'- 0"
OUT TO
PU M P
STATION
SECTION V IEW
TOP V IEW
#4 @ 12 " O.C.
EACH W AY
CONSTRU CT 6"
PVC 13.6 LF
EXPANDED M ETAL LID
6'- 0"
5'- 0"
IN FROM
IRRIGATION
POND NO. 3
2 534.42
12 " INV.- IN
OUT TO
PU M P
STATION
IN FROM
IRRIGATION
POND NO. 3
87°2 3'7"
90°0'0"
SECTION V IEW
2 537.40
INV- OUT
2 536.65
B OTTOM
8'- 0"
6" 3'- 0" 4'- 0"6"
5'- 6"
6"
M IN.
3
4" CRU SHED ROCK TO M IN.
1' DEPTH U NDER STRU CTU RE
EXPANDED M ETAL TOP
FLOW
CHECK B OARD
TOP V IEW
IRR B OX- B 1 W EIR B OX DETAIL
- NTS-
2 542 .65
TOP
12 " PVC OUT
TO IRRMH- C1
5'- 0"
2 4" PVC
FLOW
90.0°
90.0°
4'- 0"
CHECK B OARD
#4 @ 12 " O.C.
EACH W AY
12 "PVC
2 537.40
INV- IN/OUT
C10 CANAL
GATE, TYP.
2 4" PVC
FLOW
90.0°
2 540.50
SECTION V IEW
2 539.2 5
B OTTOM
8'- 0"
6" 4'- 0" 3'- 0"6"
4'- 0"
6"
M IN.
3
4" CRU SHED ROCK TO M IN.
1' DEPTH U NDER STRU CTU RE
EXPANDED M ETAL
TOP
FLOW
CHECK B OARD
TOP V IEW
IRR B OX- A1 W EIR B OX DETAIL
- NTS-
2 543.75
TOP
12 " PVC OUT
TO IRRIGATION
POND NO. 1
5'- 0"
FLOW
90.0°
90.0°
4'- 0"
CHECK B OARD
#4 @ 12 " O.C.
EACH W AY
CONST. 12 " PVC
73.5 LF @ 2 .72 %
2 540.96
INV- IN/OUT
C10 CANAL GATE, TYP.
15" PVC
FLOW
90.0°
15" PVC
2 540.00
INV- OUT
2 541.00
C10 CANAL GATE, TYP.
1"=50' 7
IRRIGATION STORAGE
DETAILS
THIS DOCUM EN T IS THE P ROP ERTY OF LEAVITT & ASSOC IATES
EN G IN EERS , IN C AND THE DES IGN AND IDEAS W ITHIN ARE N OT
TO B E USED IN W HOLE OR P ART W ITHOUT W RITTEN C ON S EN T
OF LEAVITT & ASSOC IATES EN G INEERS , IN C .
PDL PDL NJP SD099.001
12/07/21
By: By: By:
No.
REVISIONS
DATE BY DESCRIPTION
OWNER/DEVELOPER:
Designed Drawn Checked Job Number:
Sheet Number:
LEAVITT & ASSOCIATES
ENGINEERS, INC.
STRUCTURAL * CIVIL
SURVEYING
1324 FIRST STREET SOUTH NAMPA IDAHO 83651
PHONE (208)463-0333/463-7670 FAX (208)463-9040
SCALE:
0APPROVAL 12/20/21 NJP ISSUED FOR
Delivery Date:
Original
sealed by:
Date
original
signed:
An original document is on file at
the office of Leavitt & Associates
Engineers, Inc.
EMAIL NP@LEAVITTENGINEERS.COM
PERA PLACE SUBDIVISION
MERIDIAN, IDAHO
APPLIED MEDIA, INC.
6518 N. FAIRBORN AVE.
MERIDIAN, ID 83646
PHONE (949) 463-1531
TONY@IMMERSIONIDAHO.COM
NOT APPROVED
FOR
CONSTRUCTION
60
40
520
10
SCALE: 1" = 2 0'
* CONTRACTOR TO FIELD V ERIFY
HORIZONTAL & V ERTICAL
LOCATION PRIOR TO CONSTRU CTION.
2 541.50
TOP OF POND
V ARIES
B OTTOM OF POND
2 :1
M AX.
4:1
2 :1
4:1
6' W IDE SAFETY
B ENCH, TYP.
6" TOP SOIL
2 540.50
FS
IRRIGATION POND
TYPICAL SECTION
- NTS-
IRRIGATION PONDS PLAN
- NTS-
STORAGE V OLUME: 108,818 CF
0
HIGH W ATER
2 540.50
4'- 0" 6'- 0" V ARIES 6'- 0" 4'- 0"
0.10%
2 0 M IL. PVC LINER
CONTRACTOR SHALL NOTIFY THE ENGINEER
IM M EDIATEMLY IF GROU NDWATER IS
ENCOU NTERED W ITHIN B OTTOM DESIGN
ELEV ATION AND/OR IF IT IS HIGHER THAN
ANTICIPATED.
SHGW ≈ 7' B ELOW SU RFACE
SINGLE LAYER OF
6"- 12 " COB B LES
05/19/22
FP-2021-0061
EXISTING 2 4" PIPE. GROU T
TO FORM A W ATER- TIGHT
SEAL GRAVITY IRRIGATION LINE D
GRAVITY IRRIGATION LINE B
SEE SHEET 5
104°36'41"
167°31'14"
180°0'0" 180°0'0"
173°43'14"
GRAVITY IRRIGATION LINE C
SEE SHEET 5
B
2 52 4
2 52 8
2 532
2 536
2 540
2 544
200 + 00 1+
2 543.42
2 544.03
3+ 00
2 543.42
2 544.43
4+ 00
2 540.2 3
2 543.07
5+ 00
2 539.91
2 541.95
6+ 00
2 539.74
2 541.88
7+ 00
2 539.63
2 542 .18
8+ 00
2 539.11
2 541.60
9+ 00
2 538.67
2 541.11
10+ 00
2 538.43
2 540.67
11+ 00
2 537.97
2 540.17
12 + 00
GRAVITY IRRIGATION LINE D
EXISTING GROU ND
FINISHED GRADE
FINISHED GRADE
EXISTING GROU ND
CONNECT TO EXISTING
15" PIPE. GROU T TO
FORM A W ATER- TIGHT
SEAL.
8" SEWER
M AIN
C ON S T. 15" P V C
349.8 LF @ 0.15%
C ON S T. 15" C - 900
64.3 LF @ 0.16%
C ON S T. 15" P V C
352.8 LF @ 0.23%
C ON S T. 15" P V C
152.3 LF @ 0.60%
IRRM H-D4
S TA: 7+ 75.91 C ON S T.
RIM : 2541.71
15" IN V . IN (E): 2538.17
15" IN V . OUT(W ):
2538.17
8" W ATER
M AIN
EX IRRM H-D6
S TA: 11+ 60.78 C ON S T.
RIM : 2540.66
24" IN V . IN (E): 2535.16
24" IN V . OUT(W ):
2535.16
IRRM H-D5
S TA: 11+ 28.69 C ON S T.
RIM : 2541.09
15" IN V . IN (E): 2537.36
24" IN V . OUT(W ):
2536.61
CONNECT TO EXISTING 2 4" PIPE.
GROU T TO FORM A W ATER- TIGHT
SEAL.
2 52 4
2 52 8
2 532
2 536
2 540
2 544
1"=50' 6
GRAVITY IRRIGATION LINE D
PLAN AND PROFILE
THIS DOCUM EN T IS THE P ROP ERTY OF LEAVITT & ASSOC IATES
EN G IN EERS , IN C AND THE DES IGN AND IDEAS W ITHIN ARE N OT
TO B E USED IN W HOLE OR P ART W ITHOUT W RITTEN C ON S EN T
OF LEAVITT & ASSOC IATES EN G INEERS , IN C .
PDL PDL NJP SD099.001
12/07/21
By: By: By:
No.
REVISIONS
DATE BY DESCRIPTION
OWNER/DEVELOPER:
Designed Drawn Checked Job Number:
Sheet Number:
LEAVITT & ASSOCIATES
ENGINEERS, INC.
STRUCTURAL * CIVIL
SURVEYING
1324 FIRST STREET SOUTH NAMPA IDAHO 83651
PHONE (208)463-0333/463-7670 FAX (208)463-9040
SCALE:
0APPROVAL 12/20/21 NJP ISSUED FOR
Delivery Date:
Original
sealed by:
Date
original
signed:
An original document is on file at
the office of Leavitt & Associates
Engineers, Inc.
EMAIL NP@LEAVITTENGINEERS.COM
PERA PLACE SUBDIVISION
MERIDIAN, IDAHO
APPLIED MEDIA, INC.
6518 N. FAIRBORN AVE.
MERIDIAN, ID 83646
PHONE (949) 463-1531
TONY@IMMERSIONIDAHO.COM
NOT APPROVED
FOR
CONSTRUCTION
150
100
50
5
0
25
0
5
10
15
3
1
15
HORIZONTAL 1" = 50'
V ERTICAL 1" = 5'
SCALE:
HORIZONTAL
V ERTICAL
* CONTRACTOR TO FIELD V ERIFY
HORIZONTAL & V ERTICAL
LOCATION PRIOR TO CONSTRU CTION.
*
*
*
*
*
NOTE:
ALL M ANHOLES SHALL B E 48"∅ U NLESS
NOTED OTHERWISE.
05/19/22
FP-2021-0061
18" INV.- OUT(W ):2 538.16
CONST. 2 4" PVC
82 .6 LF @ 0.08%
CONST. 18" PVC
2 8.7 LF @ 0.12 %
CONNECT TO
EXISTING 18" PIPE
INV.= 38.13
REMOVE APPROX. 10 LF
EXISTING 2 4" PIPE AND
EXISTING CONCRETE
IRRIGATION B OX AND
DISPOSE OF OFFSITE
B ACKFILL AND COMPACT APPROX.
102 LF EXISTING DITCH PER
GEOTECHNICAL REPORT.
COORDINATE W / LANDOWNER.
G
G
G
G
G
G G
G
G
G
G
S
IRR B OX- B 1 (W EIR B OX)
STA: 6+ 61.55 LINE B
2 + 00.00 LINE C
SEE DETAIL SHEET 7
180°0'0"
90°14'43"
159°36'30"
180°0'0"
GRAVITY IRRIGATION LINE B
GRAVITY IRRIGATION LINE D
SEE SHEET 6
168°2 9'33"
G
CONST. NEW IRRIGATION M ANHOLE
W / GRATED LID.
RIM: 2 540.91
2 4" INV.- OUT(N): 2 538.2 3
COORDINATE W / LANDOWNER
180°0'0"
GRAVITY IRRIGATION LINE C
2 52 4
2 52 8
2 532
2 536
2 540
2 544
200 + 00 1+
2 541.95
3+ 00
2 543.15
2 542 .71
4+ 00
2 542 .83
2 541.88
5+ 00
2 542 .98
2 541.84
6+ 00
2 542 .87
2 541.37
7+ 00
2 542 .83
2 541.55
8+ 00
2 542 .72
2 541.87
9+ 00
2 542 .88
2 542 .10
10+ 00
2 542 .95
2 542 .2 9
11+ 00
2 542 .95
2 542 .2 5
13+00 00 12 +
2 542 .35
2 542 .03
14+ 00
GRAVITY IRRIGATION LINE B
EXISTING GROU ND
FINISHED GRADE
8" SEWER
M AIN
6" PI
M AIN
FINISHED GRADE
EXISTING GROU ND
STA: 2 + 00.00
INV.= 2 541.86
CONNECT TO
EXISTING 2 4" PIPE.
CONST. 2 4" CMP
6.4 LF @ 0.44%.
CONST. 2 4" PVC
35.3 LF @ 0.08%.
INV.- OUT=2 540.76
DAYLIGHT INTO
EXISTING DITCH.
C ON S T. 24" P V C
14.4 LF @ 0.08%
C ON S T. 24" P V C
382.8 LF @ 0.08%
C ON S T. 24" C - 900
58.0 LF @ 0.08%
C ON S T. 24" P V C
280.2 LF @ 0.14%
C ON S T. 24" P V C
302.7 LF @ 0.08%
C ON S T. 24" P V C
111.0 LF @ 0.08%
8" W ATER
M AIN
6" PI
M AIN
IRRM H-B 2
S TA: 2+ 20.77 C ON S T.
RIM : 2543.93
24" IN V . IN (E): 2537.71
24" IN V . OUT(W ):
2537.71
IRR B OX- B 1 (W EIR B OX)
S TA: 6+ 61.55 C ON S T.
RIM : 2542.54
24" IN V . IN (E): 2537.40
24" IN V . OUT(W ): 2537.40
12" IN V . OUT(S ): 2537.40
(SCHRIVNER LATERAL)
2 52 4
2 52 8
2 532
2 536
2 540
2 544
2 542
2 543
S
S
1
2
18
19
G
G G
90°0'0"
81°33'14"
STA: 4+ 77.2 7
INV.- OUT=2 536.50
INSTALL TRASH RACK
AND A SINGLE LAYER OF
4- 6" COB B LE RIP RAP
APPROX. 4'x4'
GRAVITY IRRIGATION LINE C
2 52 4
2 52 8
2 532
2 536
2 540
2 52 4
2 52 8
2 532
2 536
2 540
1+ 00 2 + 00
2 542 .90
2 541.2 0
3+ 00
2 542 .05
2 541.14
4+ 00
2 542 .2 3
2 541.13
5+ 00
C ON S T. 12" P V C
93.5 LF @ 0.22%
C ON S T. 12" P V C
67.6 LF @ 0.22%
C ON S T. 12" P V C
50.4 LF @ 0.75%
C ON S T. 12" P V C
70.5 LF @ 0.22%
IRR B OX- B 1 (W EIR B OX)
S TA: 2+ 00.00 C ON S T.
RIM : 2542.54
24" IN V . IN (E): 2537.40
24" IN V . OUT(W ): 2537.40
12" IN V . OUT(S ): 2537.40
EXISTING GROU ND
FINISHED GRADE
6" PI
M AIN
8" W ATER
M AIN
GRAVITY IRRIGATION LINE C
8" SEWER
M AIN
1"=50' 5
GRAVITY IRRIGATION LINE B
AND
GRAVITY IRRIGATION LINE C
PLAN AND PROFILE
THIS DOCUM EN T IS THE P ROP ERTY OF LEAVITT & ASSOC IATES
EN G IN EERS , IN C AND THE DES IGN AND IDEAS W ITHIN ARE N OT
TO B E USED IN W HOLE OR P ART W ITHOUT W RITTEN C ON S EN T
OF LEAVITT & ASSOC IATES EN G INEERS , IN C .
PDL PDL NJP SD099.001
12/07/21
By: By: By:
No.
REVISIONS
DATE BY DESCRIPTION
OWNER/DEVELOPER:
Designed Drawn Checked Job Number:
Sheet Number:
LEAVITT & ASSOCIATES
ENGINEERS, INC.
STRUCTURAL * CIVIL
SURVEYING
1324 FIRST STREET SOUTH NAMPA IDAHO 83651
PHONE (208)463-0333/463-7670 FAX (208)463-9040
SCALE:
0APPROVAL 12/20/21 NJP ISSUED FOR
Delivery Date:
Original
sealed by:
Date
original
signed:
An original document is on file at
the office of Leavitt & Associates
Engineers, Inc.
EMAIL NP@LEAVITTENGINEERS.COM
PERA PLACE SUBDIVISION
MERIDIAN, IDAHO
APPLIED MEDIA, INC.
6518 N. FAIRBORN AVE.
MERIDIAN, ID 83646
PHONE (949) 463-1531
TONY@IMMERSIONIDAHO.COM
NOT APPROVED
FOR
CONSTRUCTION
150
100
50
5
0
25
0
5
10
15
3
1
15
HORIZONTAL 1" = 50'
V ERTICAL 1" = 5'
SCALE:
HORIZONTAL
V ERTICAL
* CONTRACTOR TO FIELD V ERIFY
HORIZONTAL & V ERTICAL
LOCATION PRIOR TO CONSTRU CTION.
*
*
*
*
*
*
*
*
NOTE:
ALL M ANHOLES SHALL B E 48"∅ U NLESS
NOTED OTHERWISE.
05/19/22
FP-2021-0061
A W ATER- TIGHT
SEAL.
PROTECT EXISTING IRR
PIPE IN PLACE
REMOVE EXISTING IRRIGATION B OX
AND APPROX. 14.5 LF OF 15"
PIPE AND DISPOSE OF OFFSITE.
GROU T INSIDE OF EXISTING M ANHOLE
EX IRRMH- A8 TO FORM A W ATER
TIGHT SEAL.
OVEREXCAVATE, B ACKFILL AND COMPACT EXISTING
DITCH PER GEOTECHNICAL REPORT.
OVEREXCAVATE, B ACKFILL AND COMPACT EXISTING
DITCH PER GEOTECHNICAL REPORT.
OVEREXCAVATE, B ACKFILL AND COMPACT EXISTING
DITCH PER GEOTECHNICAL REPORT.
IRR B OX- A1 (W EIR B OX)
STA:5+ 81.75
SEE DETAIL SHEET 7
2 52 4
2 52 8
2 532
2 536
2 540
2 544
2 548
2 52 4
2 52 8
2 532
2 536
2 540
2 544
2 548
200 + 00 1+
2 544.04
2 544.84
3+ 00
2 543.95
2 545.04
4+ 00
2 543.66
2 544.44
5+ 00
2 543.99
2 544.2 6
6+ 00
2 542 .55
2 543.15
7+ 00
2 542 .62
2 543.32
8+ 00
2 542 .2 0
2 542 .68
10+00 00 9+
STA: 2 + 00.00
INV.= 2 543.51
CONNECT TO
EXISTING 12 " PIPE.
CONST. 12 " PVC
6.3 LF @ 0.2 2 %.
EXISTING GROU ND
FINISHED GRADE
FINISHED GRADE
EXISTING GROU ND
GRAVITY IRRIGATION LINE A
8" W ATER
M AIN
(B EACH LATERAL)
C ON S T. 15" P V C
35.2 LF @ 0.15%
C ON S T. 15" P V C
88.6 LF @ 0.15%
C ON S T. 15" C - 900
85.9 LF @ 0.15%
C ON S T. 15" P V C
171.0 LF @ 0.15%
C ON S T. 15" P V C
135.7 LF @ 1.14%
C ON S T. 15" C - 900
85.9 LF @ 0.19%
C ON S T. 15" P V C
71.6 LF @ 2.45%
C ON S T. 15" P V C
25.1 LF @ 2.00%
EX IRRM H-A8
S TA: 9+ 00.10 C ON S T.
RIM : 2542.30
15" IN V . IN (E): 2537.00
18" IN V . IN (N ): 2537.35
18" IN V . IN (S ): 2537.20
18" IN V . OUT(W ):
2537.20
8" W ATER
M AIN
IRRM H-A2
S TA: 2+ 36.26 C ON S T.
RIM : 2545.18
15" IN V . IN (N ): 2541.48
15" IN V . OUT(W ):
2541.48
1"=50' 4
GRAVITY IRRIGATION LINE A
PLAN AND PROFILE
THIS DOCUM EN T IS THE P ROP ERTY OF LEAVITT & ASSOC IATES
EN G IN EERS , IN C AND THE DES IGN AND IDEAS W ITHIN ARE N OT
TO B E USED IN W HOLE OR P ART W ITHOUT W RITTEN C ON S EN T
OF LEAVITT & ASSOC IATES EN G INEERS , IN C .
PDL PDL NJP SD099.001
12/07/21
By: By: By:
No.
REVISIONS
DATE BY DESCRIPTION
OWNER/DEVELOPER:
Designed Drawn Checked Job Number:
Sheet Number:
LEAVITT & ASSOCIATES
ENGINEERS, INC.
STRUCTURAL * CIVIL
SURVEYING
1324 FIRST STREET SOUTH NAMPA IDAHO 83651
PHONE (208)463-0333/463-7670 FAX (208)463-9040
SCALE:
0APPROVAL 12/20/21 NJP ISSUED FOR
Delivery Date:
Original
sealed by:
Date
original
signed:
An original document is on file at
the office of Leavitt & Associates
Engineers, Inc.
EMAIL NP@LEAVITTENGINEERS.COM
PERA PLACE SUBDIVISION
MERIDIAN, IDAHO
APPLIED MEDIA, INC.
6518 N. FAIRBORN AVE.
MERIDIAN, ID 83646
PHONE (949) 463-1531
TONY@IMMERSIONIDAHO.COM
NOT APPROVED
FOR
CONSTRUCTION
150
100
50
5
0
25
0
5
10
15
3
1
15
HORIZONTAL 1" = 50'
V ERTICAL 1" = 5'
SCALE:
HORIZONTAL
V ERTICAL
* CONTRACTOR TO FIELD V ERIFY
HORIZONTAL & V ERTICAL
LOCATION PRIOR TO CONSTRU CTION.
*
*
*
*
*
*
*
* NOTE:
ALL M ANHOLES SHALL B E 48"∅ U NLESS
NOTED OTHERWISE.
05/19/22
FP-2021-0061
9
1
2
3
4
5
6
7
8
9 11
12
13
14
15
16
17
18
19
1
2
3
4
5
6
7
8
9
9
10
11 12
B
- 0+ 00
1+ 00
2 + 00
3+ 00
3+ 14
2
5 4 3
6
7
S
STREET LIGHT #1
TYPE 2
57 W ATT
EATON/STREETWORKS
STREET LIGHT #2
TYPE 2
57 W ATT
EATON/STREETWORKS
STREET LIGHT #3
TYPE 2
57 W ATT
EATON/STREETWORKS
STREET LIGHT #4
TYPE 2
57 W ATT
EATON/STREETWORKS
STREET LIGHT #5
TYPE 2
57 W ATT
EATON/STREETWORKS
STREET LIGHT #6
TYPE 2
57 W ATT
EATON/STREETWORKS
STREET LIGHT #7
TYPE 2
57 W ATT
EATON/STREETWORKS
STREET LIGHT #8
TYPE 2
57 W ATT
EATON/STREETWORKS
STREET LIGHT #9
TYPE 2
57 W ATT
EATON/STREETWORKS
STREET LIGHT #10
TYPE 2
57 W ATT
EATON/STREETWORKS
STREET LIGHT #11
TYPE 2
57 W ATT
EATON/STREETWORKS
STREET LIGHT #12
TYPE 2
57 W ATT
EATON/STREETWORKS
STREET LIGHT #13
TYPE 2
57 W ATT
EATON/STREETWORKS
STREET LIGHT #14
TYPE 1
57 W ATT
EATON/STREETWORKS
W AVILLA DR
W DAPHNE ST
W PHILOMENA CT
N COLOSSEU M AVE
N LICHFIELD AVE
N SEPINO AVE
B
s p
s p
s p
1"=50' 3
STREET LIGHTING PLAN
T:\SUBDIVISIONS\Pera Place Subdivision - SD099\Drawings\Pera Place Mast
THIS DOCUM EN T IS THE P ROP ERTY OF LEAVITT & ASSOC IATES
EN G IN EERS , IN C AND THE DES IGN AND IDEAS W ITHIN ARE N OT
TO B E USED IN W HOLE OR P ART W ITHOUT W RITTEN C ON S EN T
OF LEAVITT & ASSOC IATES EN G INEERS , IN C .
PDL PDL NJP SD099.001
12/07/21
By: By: By:
No.
REVISIONS
DATE BY DESCRIPTION
OWNER/DEVELOPER:
Designed Drawn Checked Job Number:
Sheet Number:
LEAVITT & ASSOCIATES
ENGINEERS, INC.
STRUCTURAL * CIVIL
SURVEYING
1324 FIRST STREET SOUTH NAMPA IDAHO 83651
PHONE (208)463-0333/463-7670 FAX (208)463-9040
SCALE:
0APPROVAL 12/20/21 NJP ISSUED FOR
Delivery Date:
Original
sealed by:
Date
original
signed:
An original document is on file at
the office of Leavitt & Associates
Engineers, Inc.
EMAIL NP@LEAVITTENGINEERS.COM
PERA PLACE SUBDIVISION
MERIDIAN, IDAHO
APPLIED MEDIA, INC.
6518 N. FAIRBORN AVE.
MERIDIAN, ID 83646
PHONE (949) 463-1531
TONY@IMMERSIONIDAHO.COM
NOT APPROVED
FOR
CONSTRUCTION
STREET LIGHTING
1. ALL STREET LIGHT CONSTRU CTION SHALL B E DONE IN ACCORDANCE W ITH THE CU RRENT V ERSION OF THE ISPWC,
THE M ERIDIAN SU PPLEMENTAL SPECIFICATIONS TO THE ISPWC, AND THE NATIONAL ELECTRIC CODE.
2 . A STREET LIGHTING ELECTRICAL PERMIT SHALL B E OPENED PRIOR TO STARTING W ORK. U SE THE ONLINE CITIZEN
PORTAL AT HTTPS://CITIZENPORTAL.M ERIDIANCITY.ORG/CITIZENACCESS/ TO OPEN A PERMIT AND REQU EST
INSPECTIONS.
3. INSTALLATION W ILL REQU IRE INSPECTIONS FOR THE CONCRETE B ASE REINFORCING, B EDDING, B ACKFILL, AND FOR
THE POLE AND ASSOCIATED W IRING.
4. STREET LIGHT B ASES SHALL B E LOCATED 10' M IN. FROM TREES, 5' M IN. FROM FIRE HYDRANTS AND 2 ' M IN. FROM
W ATER M ETERS.
5. KEEP ACCU RATE NOTES OF CONDU IT, J U NCTION B OX LOCATIONS. ATTACH A REDLINED AS B U ILT DRAWING OF THIS
PLAN SHEET TO THE STREET LIGHTING ELECTRICAL PERMIT, OR SU B M IT A HARD COPY TO THE M ERIDIAN PU B LIC
W ORKS DEPARTMENT PRIOR TO REQU ESTING FINAL INSPECTION.
6. CONTACT THE CITY TRANSPORTATION AND U TILITY COORDINATOR (2 08) 898- 5500 FOR QU ESTIONS REGARDING
U TILITY CONFLICTS, OR TO ACCESS LOCKED M ETER PEDESTALS.
SYMB OLS:
STREET LIGHT TYPE 1 PER M ERIDIAN STANDARDS
STREET LIGHT TYPE 2 PER M ERIDIAN STANDARDS
EXISTING STREET LIGHT TYPE 1
EXISTING STREET LIGHT TYPE 2
INSTALL J U NCTION B OX
EXISTING J U NCTION B OX
INSTALL SERVICE POINT J U NCTION B OX
EXISTING SERVICE POINT J U NCTION B OX
SP
SP
CONDU IT
EXISTING CONDU IT
SERVICE ENCLOSU RE (CAN)
EXISTING SERVICE ENCLOSU RE (CAN)
U NDERGROU ND U TILITY SERVICE
EXISTING U NDERGROU ND U TILITY SERVICE
TRANSFORMER
EXISTING TRANSFORMER
U TILITY POLE
EXISTING U TILITY POLE
W M cM ILLAN RD
PROJECT LOCATION
V ICINITY M AP
SCALE: 1"= 500'
N B LACK CAT RD
W GONDOLA W AY
150
100
50
5
0
25
15
SCALE: 1" = 50'
* CONTRACTOR TO FIELD V ERIFY
HORIZONTAL & V ERTICAL
LOCATION PRIOR TO CONSTRU CTION.
W DAPHNE ST
05/19/22
FP-2021-0061
1
2 ") M IX
PG- 582 8
4"
3
4" CRU SHED AGGREGATE B ASE
1% 1%
TYPICAL SHARED DRIVEWAY SECTION
- NTS-
5.0'
50.0'
EXISTING RIGHT- OF- W AY
14" PIT RU N
2
1
2 " SP- 3, 0.50 INCH (
1
2 ") M IX
PG- 582 8
4"
3
4" CRU SHED AGGREGATE B ASE
3.5' 16.5'
V ARIES
ROLLED CU RB
AND GU TTER
PER ACHD
SD- 702
± 1.75%
SIDEWALK
PER ACHD
SD- 709
APPROX. 14.0'
EXISTING PAVEMENT
M IN. 2 .0'
SAWCU T
*GREATER OR M ATCH EXISTING, W HICHEVER IS
*
*
*
W DAPHNE ST. STREET SECTION
- NTS-
ROAD B ASE EXTENDS B EHIND B ACK OF CU RB A M INIMUM OF 6"
5.5'0' 16.
47.0'
4" ASTM #57 AGGREGATE B ASE
3
1
8" INTERLOCKING
CONCRETE PAVERS
2 " ASMT #8 AGGREGATE B EDDING
2 .0' 16.0'5' 5.0' 2 .
REVERSE PAN
ROLLED CU RB
AND GU TTER
PER ACHD
SD- 702 R
± 1.75%
SIDEWALK
PER ACHD
SD- 709
± 1.75%
SIDEWALK
PER ACHD
SD- 709
TYPICAL STREET SECTION W /
PERMEAB LE INTERLOCKING
CONCRETE PAVERS
SEE ACHD B M P- 34
- NTS-
0- 4% 0- 4%
18" ASTM #2 AGGREGATE
SU B B ASE
ROAD B ASE EXTENDS B EHIND B ACK OF CU RB A M INIMUM OF 6"
2 0.0'
5.0'0' 10.0'10.5.0'
30.0'
LANDSCAPE
LANDSCAPE
RIB B ON CU RB
SEE DETAIL
THIS SHEET
1% 1%
TYPICAL SHARED DRIVEWAY SECTION
W / PERMEAB LE INTERLOCKING
CONCRETE PAVERS
SEE ACHD B M P- 34
- NTS-
4" ASTM #57 AGGREGATE B ASE
3
1
8" INTERLOCKING
CONCRETE PAVERS
2 " ASMT #8 AGGREGATE B EDDING
18" ASTM #2 AGGREGATE
SU B B ASE
AS NOTED 2
NOTES AND DETAILS
T:\SUBDIVISIONS\Pera Place Subdivision - SD099\Drawings\Pera Place Mast
THIS DOCUM EN T IS THE P ROP ERTY OF LEAVITT & ASSOC IATES
EN G IN EERS , IN C AND THE DES IGN AND IDEAS W ITHIN ARE N OT
TO B E USED IN W HOLE OR P ART W ITHOUT W RITTEN C ON S EN T
OF LEAVITT & ASSOC IATES EN G INEERS , IN C .
PDL PDL NJP SD099.001
12/07/21
By: By: By:
No.
REVISIONS
DATE BY DESCRIPTION
OWNER/DEVELOPER:
Designed Drawn Checked Job Number:
Sheet Number:
LEAVITT & ASSOCIATES
ENGINEERS, INC.
STRUCTURAL * CIVIL
SURVEYING
1324 FIRST STREET SOUTH NAMPA IDAHO 83651
PHONE (208)463-0333/463-7670 FAX (208)463-9040
SCALE:
0APPROVAL 12/20/21 NJP ISSUED FOR
Delivery Date:
Original
sealed by:
Date
original
signed:
An original document is on file at
the office of Leavitt & Associates
Engineers, Inc.
EMAIL NP@LEAVITTENGINEERS.COM
PERA PLACE SUBDIVISION
MERIDIAN, IDAHO
APPLIED MEDIA, INC.
6518 N. FAIRBORN AVE.
MERIDIAN, ID 83646
PHONE (949) 463-1531
TONY@IMMERSIONIDAHO.COM
GENERAL
1. ALL CONSTRU CTION W ORK SHALL B E DONE IN ACCORDANCE W ITH THE CU RRENT V ERSION OF THE IDAHO STANDARDS FOR PU B LIC
W ORKS CONSTRU CTION (ISPWC), THE CITY OF M ERIDIAN SU PPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDU M S),
M ERIDIAN DESIGN STANDARDS, THE REQU IREMENTS OF THE ADA COU NTY HIGHWAY DISTRICT (ACHD), AND/OR THE REQU IREMENTS OF
THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE M ORE STRINGENT OF ANY OF THESE STANDARDS SHALL B E THE CONTROLLING
STANDARDS OR SPECIFICATIONS.
2 . THE CONTRACTOR SHALL HAVE A COPY OF THE LATEST CITY OF M ERIDIAN STANDARD SPECIFICATIONS AND DRAWINGS ON SITE OR
READILY ACCESSIB LE AT ALL TIM ES DU RING CONSTRU CTION (AVAILABLE ON THE W EB SITE). FAILURE TO HAVE ACCESS TO A CU RRENT
COPY OF THE STANDARD SPECIFICATIONS ON SITE COU LD B E GROU NDS FOR A STOP W ORK ORDER U NTIL THE SITU ATION IS
RESOLVED.
3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRU CTION" B Y THE CITY OF M ERIDIAN ON SITE AT ALL TIM ES.
4. ALL CONTRACTORS, SU B CONTRACTORS, AND U TILITY CONTRACTORS SHALL ATTEND A PRE- CONSTRU CTION CONFERENCE PRIOR TO
START OF W ORK.
5. CONTRACTORS SHALL NOTIFY THE APPROPRIATE AGENCY W HEN M ATERIALS ARE ON SITE OR INSPECTION OF THE W ORK IS REQU IRED.
NO W ORK M AY B EGIN ON ANY PROJECT W ITHOU T TW ENTY FOUR (2 4) HOUR PRIOR NOTICE.
6. CONTRACTOR SHALL NOTIFY THE PU B LIC W ORKS INSPECTOR 48 HOURS PRIOR TO THE REQU IRED TESTING. THE CONTRACTOR M AY
NOT OPEN OR CLOSE W ATER V ALVES.
7. ALL M ATERIAL FU RNISHED ON, OR FOR THE PROJECT M U ST M EET THE M INIMUM REQU IREMENTS OF THE APPROVING AGENCIES. AT
THE REQU EST OF THE APPROVING AGENCY OR THE DESIGN ENGINEER, CONTRACTORS SHALL FU RNISH PROOF THAT ALL M ATERIALS
INSTALLED ON THIS PROJECT M EET THE SPECIFICATION REQU IREMENTS SET FORTH IN GENERAL CONSTRICTION NOTE NO. 1.
8. W ORK SU B J ECT TO APPROVAL B Y ANY GOVERNMENTAL AGENCY M U ST B E APPROVED PRIOR TO (A) B ACKFILLING TRENCHES FOR
PIPE; (B ) PLACING OF AGGREGATE B ASE; (C) PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING.
9. INSPECTION, APPROVAL AND FINAL ACCEPTANCE OF ALL W ATER AND SEWER CONSTRU CTION SHALL B E B Y THE PU B LIC W ORKS
DEPARTMENT, AND THEIR DECISION SHALL B E FINAL. SU CH INSPECTIONS SHALL NOT RELIEVE THE CONTRACTOR FROM THE
RESPONSIB ILITY OF PERFORMING THE W ORK IN A ACCEPTAB LE M ANNER IN ACCORDANCE W ITH THE DEQ/QLPE APPROVED
CONSTRU CTION PLANS.
10. ANY DEVIATION FORM THE APPROVED PLANS AND SPECIFICATIONS M U ST HAVE THE APPLICAB LE AGENCY APPROVAL IN W RITING PRIOR
TO CONSTRU CTION.
11. PRIOR TO B EGINNING INSTALLATION OF STREET LIGHTS, THE ELECTRICAL CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT FROM
THE B U ILDING DIVISION OF THE M ERIDIAN PU B LIC W ORKS DEPARTMENT. ANY DEVIATION IN STREET LIGHT LOCATIONS FROM THE
APPROVED PLANS M U ST B E APPROVED IN W RITING FROM THE CITY ENGINEER.
ROADWAY
1. ALL CONTRACTORS W ORKING W ITHIN THE PU B LIC ROAD RIGHT- OF- W AY ARE REQU IRED TO SECU RE A RIGHT- OF- W AY
CONSTRU CTION PERMIT FROM ACHD OR ITD AT LEAST TW ENTY- FOUR (2 4) HOURS PRIOR TO ANY CONSTRU CTION.
2 . ACHD OR ITD W ILL INSPECT ALL W ORK W ITHIN PU B LIC RIGHTS- OF- W AY TO INCLU DE U TILITY TRENCHES ABOVE THE PIPE ZONE.
W ATER
1. CONSTRU CTION OF THE W ATER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE "IDAHO RU LES FOR PU B LIC
DRINKING W ATER SYSTEMS (IDAPA 58.01.08)" AS W ELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN
GENERAL CONSTRU CTION NOTE NO. 1.
2 . THE HORIZONTAL SEPARATION OF POTAB LE W ATER M AINS AND NON- POTAB LE W ATER M AINS (SANITARY SEWER, STORM
DRAIN, AND IRRIGATION) SHALL B E A M INIMUM OF TEN (10) FEET. W HERE IT IS NECESSARY FOR A POTAB LE W ATER
M AIN AND NON- POTAB LE W ATER M AIN TO CROSS W ITH LESS THAN EIGHTEEN (18) INCHES OF V ERTICAL SEPARATION,
THE CROSSING SHALL B E CONSTRU CTED IN ACCORDANCE W ITH SECTION 542 .07 OF THE IDAHO RU LES FOR PU B LIC
DRINKING W ATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE W ASTEWATER RU LES (IDAPA 58.01.16).
3. THE HORIZONTAL SEPARATION OF NON- POTAB LE SERVICES AND POTAB LE W ATER SERVICES OR POTAB LE W ATER M AINS
SHALL B E A M INIMUM OF SIX (6) FEET. W HERE IT IS NECESSARY FOR A POTABLE W ATER M AIN AND NON- POTAB LE
W ATER M AIN TO CROSS W ITH LESS THAN EIGHTEEN (18) INCHES OF V ERTICAL SEPARATION, THE CROSSING SHALL B E
CONSTRU CTED IN ACCORDANCE W ITH SECTION 542 .07 OF THE IDAHO RU LES FOR PU B LIC DRINKING W ATER SYSTEMS
(IDAPA 58.01.08) AND SECTION 430.02 OF THE W ASTEWATER RU LES (IDAPA 58.01.16).
4. PLACE W ATER SERVICE LINES IN A TW O (2 ) INCH DIAMETER PIPE W HEREVER THE SERVICE LINE CROSSES A STORM
W ATER TREATMENT FACILITY (I.E. SEEPAGE B EDS, DRAINAGE SWALES).
5. THE CONTRACTOR SHALL B E RESPONSIB LE FOR PROVIDING CONTINU OUS W ATER SERVICE TO ALL EXISTING W ATER
U SERS AFFECTED B Y CONSTRU CTION. IF W ATER SERVICE M U ST B E INTERRU PTED, THE CONTRACTOR SHALL COORDINATE
W ITH THE PU B LIC W ORKS INSPECTOR.
SEWER
1. CONSTRU CTION OF THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS IN THE W ASTEWATER RU LES (IDAPA
58.01.16) AS W ELL AS THE STANDARDS AND SPECIFICATIONS REFERRED TO IN GENERAL CONSTRU CTION NOTE NO. 1.
2 . THE HORIZONTAL SEPARATION OF POTAB LE W ATER M AINS AND NON- POTAB LE W ATER M AINS (SANITARY SEWER, STORM
DRAIN, AND IRRIGATION) SHALL B E A M INIMUM OF TEN (10) FEET. W HERE IT IS NECESSARY FOR A POTAB LE W ATER
M AIN AND NON- POTAB LE W ATER M AIN TO CROSS W ITH LESS THAN EIGHTEEN (18) INCHES OF V ERTICAL SEPARATION,
THE CROSSING SHALL B E CONSTRU CTED IN ACCORDANCE W ITH SECTION 542 .07 OF THE IDAHO RU LES FOR PU B LIC
DRINKING W ATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE W ASTEWATER RU LES (IDAPA 58.01.16).
3. THE HORIZONTAL SEPARATION OF NON- POTAB LE SERVICES AND POTAB LE W ATER SERVICES OR POTAB LE W ATER M AINS
SHALL B E A M INIMUM OF SIX (6) FEET. W HERE IT IS NECESSARY FOR A POTABLE W ATER M AIN AND NON- POTAB LE
W ATER SERVICE TO CROSS W ITH LESS THAN EIGHTEEN (18) INCHES OF V ERTICAL SEPARATION, THE CROSSING SHALL
B E CONSTRU CTED IN ACCORDANCE W ITH SECTION 542 .07 OF THE IDAHO RU LES FOR PU B LIC DRINKING W ATER
SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE W ASTEWATER RU LES (IDAPA 58.01.16).
4. PLACE SEWER SERVICE LINES IN A SIX (6) INCH DIAMETER W ATER CLASS PIPE W HEREVER THE SERVICE LINE
CROSSES A STORMWATER TREATMENT FACILITY (I.E., SEEPAGE B EDS, DRAINAGE SWALES).
PRESSU RIZED IRRIGATION
1. THE PRESSU RIZED IRRIGATION SYSTEM M U ST B E B U ILT TO THE STANDARDS OF THE IRRIGATION DISTRICT IN W HICH
IT IS B EING CONSTRU CTED.
2 . INSTALL A REDU CED PRESSU RE B ACKFILL PREVENTION IN ANY CONNECTION B ETW EEN THE POTAB LE W ATER SYSTEM
AND THE PRESSU RE IRRIGATION SYSTEM . THE DEVICE M U ST B E APPROVED B Y THE IDAHO DEPARTMENT OF
ENVIRONMENTAL QUALITY (DEQ) AND THE CITY OF M ERIDIAN W ATER DEPARTMENT.
DRAINAGE
1. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRU CTION" B Y CITY OF M ERIDIAN PU B LIC
W ORKS DEPARTMENT ON SITE AT ALL TIM ES.
2 . ANY CHANGE FROM THE PLANS SHALL B E APPROVED B Y THE DESIGNER AND THE CITY OF M ERIDIAN PU B LIC W ORKS
DEPARTMENT.
3. THE CONTRACTOR SHALL CONTACT THE CITY OF M ERIDIAN PU B LIC W ORKS DEPARTMENT FOR INSPECTION OF ALL
STORM W ATER FACILITIES PRIOR TO THE PLACEMENT OF FILTER FABRIC. M INIMUM 2 4- HOUR NOTICE IS REQU IRED.
APPROVAL IS CONTINGENT U PON INSPECTION.
4. SEPARATION FROM THE B OTTOM OF THE DRAINAGE FACILITY TO SEASONAL HIGH GROU NDWATER SHALL B E A
M INIMUM OF 3'. CONTACT ENGINEER FOR REVISED DRAINAGE FACILITY DESIGN IF B OTTOM OF FACILITY IS W ITHIN 3'
OF SEASONAL HIGH GROU NDWATER ELEV ATION. RE- DESIGNED FACILITY SHALL B E APPROVED B Y THE PU B LIC W ORKS
DEPARTMENT.
NOT APPROVED
FOR
CONSTRUCTION
* CONTRACTOR TO FIELD V ERIFY
HORIZONTAL & V ERTICAL
LOCATION PRIOR TO CONSTRU CTION.
INFILTRATION SWALE DETAIL
- NTS-
3'- 3'- 0" 0"
5' SIDEWALK, SEE TYPICAL
STREET SECTION THIS SHEET.
PERMEAB LE PAVEMENT SECTION.
SEE TYPICAL STREET SECTION
THIS SHEET.
REVERSE PAN ROLLED CU RB ,
SEE TYPICAL STREET SECTION
THIS SHEET.
ASTM C- 33 SAND W INDOW
W RAP SIDES W ITH NON- W OVEN
FILTER FABRIC
NON- W OVEN FILTER FABRIC
FROM LIP OF CU RB TO
B OTTOM OF GRAVEL
4'- 0"
8:1
8:1
1'- 0"
FS
M E
6"
FREEB OARD
NATIVE SOILS
2 0'- 0"
PERCOLATION W INDOW SECTION
- NTS-
RIB B ON CU RB
(SIM ILAR TO ACHD SD- 703)
- NTS-
6" AGGREGATE B ASE
8"
1'- 0"
1
2 "R
TYP.
EXTEND B ASE
6" B EHIND CU RB
05/19/22
FP-2021-0061
2 544
2 540
2 539
2 538
2 541
8 9 10
11
10
1
13 14
15 16 17
1 2
3
4
5
6
7
B
8
18
2 1 2 0 19
2 3 2 2
M
S
S
S
S
S
S
S S
S
S S
S S
S S
M M
M M M
M
M M M
M M M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
B
M M
M
S 0°31'09"W 634.50'
U NPLATTED
U NPLATTED
B LACK CAT ESTATES #2
B OOK 32 PAGE 1945
B LACK CAT ESTATES #1
B OOK 2 9 PAGE 1798
B LACK CAT ESTATES #2
B OOK 32 PAGE 1945
V ICENZA COMMONS SU B
B OOK 114 PAGE 17014
V ICENZA COMMONS SU B NO. 2
B OOK 117 PAGE 17794
V ICENZA COMMONS SU B NO. 2
B OOK 117 PAGE 17794
V ICENZA COMMONS SU B NO. 4
B OOK 117 PAGE 17790
J U M P CREEK SU B NO. 1
B OOK 110 PAGE 15795
EXISTING TREE
AREA
1
2
3
4
5
6
7
8
9
1
2
3
4
5
6
7
8
9 11
12
13
14
15
16
17
18
19
1
2
3
4
5
6
7
8
9
B LOCK 1
B LOCK 1
B LOCK 1
B LOCK 2
B LOCK 2
B LOCK 3
B LOCK 5
B LOCK 4
N B LACK CAT RD.
W DAPHNE ST.
N SEPINO AVE.
W PHILOMENA CT.
N LICHFIELD AVE.
9
10
11 12
S
M
- 0+ 00
1+ 00
2 + 00
3+ 00
3+ 14
2
5 4 3
6
7
M
G
G G
G
G
G G
G
G
G G
G
G G
G
G G G
G G G
S
G
N COLOSSEU M AVE.
W AVILLA DR.
1"=80' 1
COVER, VICINITY MAP, SITE
MAP, SHEET INDEX AND
LEGEND
T:\SUBDIVISIONS\Pera Place Subdivision - SD099\Drawings\Pera Place Mast
MERIDIAN, ADA COUNTY, IDAHO
T.4N, R.1W, SEC. 27
PERA PLACE SUBDIVISION
THIS DOCUM EN T IS THE P ROP ERTY OF LEAVITT & ASSOC IATES
EN G IN EERS , IN C AND THE DES IGN AND IDEAS W ITHIN ARE N OT
TO B E USED IN W HOLE OR P ART W ITHOUT W RITTEN C ON S EN T
OF LEAVITT & ASSOC IATES EN G INEERS , IN C .
PDL PDL NJP SD099.001
12/07/21
By: By: By:
No.
REVISIONS
DATE BY DESCRIPTION
OWNER/DEVELOPER:
Designed Drawn Checked Job Number:
Sheet Number:
LEAVITT & ASSOCIATES
ENGINEERS, INC.
STRUCTURAL * CIVIL
SURVEYING
1324 FIRST STREET SOUTH NAMPA IDAHO 83651
PHONE (208)463-0333/463-7670 FAX (208)463-9040
SCALE:
0APPROVAL 12/20/21 NJP ISSUED FOR
Delivery Date:
Original
sealed by:
Date
original
signed:
An original document is on file at
the office of Leavitt & Associates
Engineers, Inc.
EMAIL NP@LEAVITTENGINEERS.COM
PERA PLACE SUBDIVISION
MERIDIAN, IDAHO
APPLIED MEDIA, INC.
6518 N. FAIRBORN AVE.
MERIDIAN, ID 83646
PHONE (949) 463-1531
TONY@IMMERSIONIDAHO.COM
CONSTRU CT PEDESTIAN RAMP
INSTALL IRRIGATION PU M P- OUT
STORM W ATER FLOW
INSTALL FIRE HYDRANT
INSTALL B LOW- OFF V ALVE
INSTALL W ATER M ETER
INSTALL W ATER V ALVE
INSTALL GRAVITY IRRIGATION M ANHOLE
INSTALL SANITARY SEWER M ANHOLE
INSTALL 2 - PARTY M AILBOX
INSTALL STREET SIGN
CONSTRU CT CATCH B ASIN INLET
TEST HOLE
EXISTING GRAVITY IRRIGATION M ANHOLE
EXISTING V ALVE
EXISTING W ATER M ETER
EXISTING B LOW- OFF V ALVE
EXISTING FIRE HYDRANT
INSTALL STREET LIGHT PER CITY STD
EXISTING IRRIGATION PU M P- OUT
EXISTING CATCH B ASIN INLET
TEST HOLE W / PERCOLATION TEST
INSTALL STOP SIGN
EXISTING TREE
EXISTING U TILITY POLE
EXISTING U TILITY POLE W / GU Y W IRE
EXISTING ELECTRICAL B OX
EXISTING TELEPHONE B OX
SYMB OLS:
INSTALL CLEAN OUT
EXISTING SANITARY SEWER M ANHOLE
INSTALL IRRIGATION V ALVE
LT LEFT
MJOINT M ECHANICAL J
OPPOWER OVERHEAD
PIIRRIGATION PRESSU RE
PT POINT OF TANGENT
STA. STATION
TB C TOP B ACK CU RB
TEL TELEPHONE U TILITY
TYP. TYPICAL
S
SD
SANITARY SEWER
STORM DRAIN
W W ATER
PROPERTY LINE
POINT OF CU RVE
P/L
PC
FG FINISHED GRADE
EDGE OF GRAVEL
EDGE OF PAVEMENT
FLLINE FLOW
EP
EG
IRR GRAVITY IRRIGATION
INV. INVERT
M E M ATCH EXISTING
G.B . GRADE B REAK
FS FINISHED SU RFACE
ABBREVIATIONS:
B RG
CENTER LINE
B EARING
B V CS
B V CE
B EGIN V ERTICAL
CU RVE STATION
B EGIN V ERTICAL
CU RVE ELEV ATION
EV CS
EV CE
END V ERTICAL
CU RVE STATION
END V ERTICAL
CU RVE ELEV ATION
CLRCLEAR
ELATION ELEV
FFFLOOR FINISHED
NFFACE NEAR
OPP.OPPOSITE
℄
LINETYPES:
2 547
2 550
EXISTING CU RB & GU TTER
CONSTRU CT CU RB & GU TTER
EXISTING SANITARY SEWER
INSTALL SANITARY SEWER M AIN
EXISTING STORM DRAIN
INSTALL STORM DRAIN M AIN
EXISTING PRESSU RE IRRI.
INSTALL PRESSU RE IRRI. M AIN
EXISTING GRAVITY IRRIGATION
LOT LINE
B OUNDARY/PHASE LINE
CENTER LINE
EASEMENT LINE
EXISTING OVERHEAD POWER
EXISTING FIB ER OPTICS
EXISTING TELEPHONE
INSTALL GRAVITY IRRI. M AIN
APPROXIMATE J OINT TRENCH
INSTALL SEWER SERVICE
EXISTING W ATER M AIN
INSTALL W ATER M AIN
FINISH GRADE CONTOU R
EXISTING CONTOU R
EXISTING EDGE OF PAVEMENT
EXISTING GAS LINE
INSTALL U NDERGROU ND POWER
TOP OF B ANK
TOP OF SLOPE
EDGE OF PAVEMENT
EDGE OF GRAVEL
TOE OF SLOPE
SAW CU T LINE
SWALE FLOW LINE
RT RIGHT
EXISTING STORM DRAIN M ANHOLE
INSTALL STORM DRAIN M ANHOLE
M
B
P
P
E
T
# 1P
# 1
G
C.O.
M
S
G
SD
SD
S
W M cM ILLAN RD
PROJECT LOCATION
V ICINITY M AP
SCALE: 1"= 500'
N B LACK CAT RD
W GONDOLA W AY
SITE PLAN
SCALE: 1"= 80'
SCALE: 1" = 80'
20 80
160
240
040
B ENCHMARK
SET SPIKE
EL. 2 541.2 2
NAVD 88 DATU M
800- 342 - 1585
ACA RECORD NUMBER: LD- RSU B - 2 02 1- 0056
THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SU B STANTIAL
CONFORMANCE W ITH THE ACHD POLICY AND STANDARDS IN EFFECT AT THE TIM E OF
PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSU M ES NO LIAB ILITY FOR
ERRORS OR DEFICIENCIES IN THE DESIGN. ALL V ARIANCES FROM ACHD POLICY SHALL B E
APPROVED IN W RITING. THE FOLLOWING V ARIANCES, LISTED B Y DATE AND SHORT
DESCRIPTION, W ERE APPROVED FOR THE PROJECT: NONE .
6
N C OLOSSEUM AVENUE P LAN AND P ROFILE
INDEX S HEET
2
3
N OTES AND DETAILS
C OVER, V IC IN ITY M AP , S ITE M AP , S HEET IN DEX AND LEG EN D 1
G RAVITY IRRIGATION LIN E A P LAN AND P ROFILE 4
G RAVITY IRRIGATION LIN E B AND G RAVITY IRRIGATION LIN E C P LAN AND P ROFILE 5
N LICHFIELD AVENUE P LAN AND P ROFILE
7
8
9
10
W DAP HNE S TREET IM P ROVEM EN TS P LAN AND P ROFILE
S TREET LIGHTIN G P LAN
NOT APPROVED
FOR
CONSTRUCTION
B
W AVILLA DRIVE P LAN AND P ROFILE
N S EP IN O AVENUE P LAN AND P ROFILE
11
S EW ER LIN E A P LAN AND P ROFILE
S EW ER LIN E B P LAN AND P ROFILE
W ATER P LAN
13
18
P RES S URE IRRIGATION P LAN
S ITE G RADIN G P LAN
19
S20 EW ER LIN E G P LAN AND P ROFILE
17
S EW ER LIN E F P LAN AND P ROFILE
16
S EW ER LIN E E P LAN AND P ROFILE
15
S EW ER LIN E C AND S EW ER LINE D P LAN AND P ROFILE
S TREET S IGNAGE P LAN 14
21
12 P UM P S TATION DETAILS
22
23
W P HILOM EN A C OURT P LAN AND P ROFILE
24
IRRIGATION S TORAGE DETAILS
G RAVITY IRRIGATION LIN E D P LAN AND P ROFILE
INDEX S HEET
W DAPHNE ST
05/19/22
FP-2021-0061