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May 2018
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SUN VALLEY
BOISE HAILEY
TWIN FALLS
POCATELLO
IDAHO
FALLS
LEWISTON
COEUR
D'ALENE
STATE OF IDAHO
PROJECT LOCATION
EAGLE
MERIDIAN
KUNA
STAR
GARDEN CITY
BOISE
VICINITY MAP
SHEET INDEX
SHEET NUMBER SHEET TITLE
G - GENERAL
G-001 TITLE PAGE
CS - CIVIL SITE
CS-101 SITE PLAN & STREET LIGHTING PLAN
CU-101 CIVIL UTILITY UTILITY PLAN & IRRIGATION PLAN
CU-102 CIVIL UTILITY SEWER PLAN & PROFILE
CU-103 CIVIL UTILITY WATER PLAN
LINDER PROFESSIONAL PLAZA SUBDIVISION
N PENNGROVE WAY
MERIDIAN, IDAHO
FILE NUMBER:
SHEET NUMBER:
DESIGNED BY:
DATE
DE
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16 12th Ave. S., Ste 112
Nampa, Idaho 83651
Phone (208) 955-8126
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G-001
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H. White
16-4433Z
ADA
COUNTY
PROJECT
LOCATION
CG-101 GRADING PLAN
G-002 CITY OF MERIDIAN NOTES
CG - GRADING
G-003 CITY OF MERIDIAN DETAIL DRAWINGS
US 20/26
W MCMILLEN RD
W USTICK RD
W CHERRY LN
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US 20/26
CG-102 STORMDRAIN PIPE AND BASIN PLAN
DETAILSCG-501
DEVELOPER
MCARTER-MOOREHOUSE
3536 W. RYDER CUP DRIVE, MERIDIAN ID 83646
208-908-1332
PROJECT BENCHMARK
CS-501 DETAILS
THE ENGINEER OF RECORD CERTIFIES THAT THE PLANS ARE PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE ACHD POLICY
AND STANDARDS IN EFFECT AT THE TIME OF PREPARATION. THE ENGINEER ACKNOWLEDGES THAT ACHD ASSUMES NO LIABILITY FOR
ERRORS OR DEFICIENCIES IN THE DESIGN. ALL VARIANCES FROM ACHD POLICY SHALL BE APPROVED IN WRITING. THE FOLLOWING
VARIANCES, LISTED BY DATE AND SHORT DESCRIPTION, WERE APPROVED FOR THE PROJECT: NONE.
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CITY OF MERIDIAN NOTES
FILE NUMBER:
SHEET NUMBER:
DESIGNED BY:
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16 12th Ave. S., Ste 112
Nampa, Idaho 83651
Phone (208) 955-8126
N
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G-002
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H. White
16-4433Z
GENERAL SEWER PRESSURE IRRIGATIONWATER
1.All construction work shall be done in accordance
with the current version of the Idaho Standards for
Public Works Construction (ISPWC), the City of
Meridian Supplemental Specifications to the ISPWC
(and any addendums), the requirements of the Ada
County Highway District (ACHD) and/or the
requirements of the Idaho Transportation
Department (ITD). The more stringent of any of
these standards shall be the controlling standards or
specifications.
2.The Contractor shall have a copy of the latest City
of Meridian Standard Specifications and Drawings
on site at all times during construction (available on
the website). Failure to have a current copy of the
Standard Specifications on site could be grounds for
a stop work order until the situation is resolved.
3.The Contractor shall have plans stamped “Approved
for Construction” by City of Meridian Public Works
Department on site at all times.
4.All Contractors, Subcontractors and Utility
Contractors shall attend a pre-construction
conference prior to start of work.
5.Contractors shall notify the appropriate agency
when materials are on site or inspection of the work
is required. No work may begin on any project
without Twenty Four (24) hour prior notice.
6.All material furnished on, or for the project must
meet the minimum requirements of the approving
agencies. At the request of the approving agency or
the Design Engineer, Contractors shall furnish proof
that all materials installed on this project meet the
specification requirements set forth in General
Construction Note No. 1.
7.Work subject to approval by any governmental
agency must be approved prior to (A) backfilling
trenches for pipe; (B) placing of aggregate base; (C)
placing of concrete; (D) placing of asphalt paving.
8.Inspection, approval and final acceptance of all
water and sewer construction shall be by the Public
Works Department, and their decision shall be final.
Such inspections shall not relieve the contractor
from the responsibility of performing the work in an
acceptable manner in accordance with the
DEQ/QLPE approved construction plans.
9.Any deviation from the approved plans and
specifications must have the applicable agency
approval in writing prior to construction.
1.Construction of the water system shall conform to
the standards in the "Idaho Rules for Public
Drinking Water Systems (IDAPA 58.01.08)" as
well as the standards and specifications referred
to in General Construction Note No. 1.
2.The horizontal separation of potable water mains
and non-potable water mains (sanitary sewer,
storm drain, and irrigation) shall be a minimum of
ten (10) feet. Where it is necessary for a potable
water main and non-potable water main to cross
with less than eighteen (18) inches of vertical
separation, the crossing shall be constructed in
accordance with Section 542.07 of the Idaho
Rules for Public Drinking Water Systems (IDAPA
58.01.08) and Section 430.02 of the Wastewater
Rules (IDAPA 58.01.16).
3.The horizontal separation of non-potable services
and potable water services or potable water
mains shall be a minimum of six (6) feet. Where it
is necessary for a potable water main and
non-potable water main to cross with less than
eighteen (18) inches of vertical separation, the
crossing shall be constructed in accordance with
Section 542.07 of the Idaho Rules for Public
Drinking Water Systems (IDAPA 58.01.08) and
Section 430.02 of the Wastewater Rules (IDAPA
58.01.16).
4.Place water service lines in a two (2) inch
diameter pipe wherever the service line crosses a
storm water treatment facility (i.e. seepage beds,
drainage swales). The pipe material used for
sleeving must be impervious to contamination
from petroleum products and must be approved
by the Idaho Department of Environmental
Quality (IDEQ).
5.The Contractor shall be responsible for providing
continuous water service to all existing water
users affected by construction.
6.All water works components shall be ANSI/NSF
61 Certified, and must meet all AWWA and
standard requirements of the Idaho Rules for
Public Drinking Water Systems (IDAPA 58.01.08).
1.Construction of the sewer system shall conform
to the standards in the Wastewater Rules (IDAPA
58.01.16 as well as the standards and
specifications referred to in General Construction
Note No. 1.
2.The horizontal separation of potable water mains
and non-potable water mains (sanitary sewer,
storm drain, and irrigation) shall be a minimum of
ten (10) feet. Where it is necessary for a potable
water main and non-potable water main to cross
with less than eighteen (18) inches of vertical
separation, the crossing shall be constructed in
accordance with Section 542.07 of the Idaho
Rules for Public Drinking Water Systems (IDAPA
58.01.08) and Section 430.02 of the Wastewater
Rules (IDAPA 58.01.16).
3.The horizontal separation of non-potable services
and potable water services or potable water
mains shall be a minimum of six (6) feet. Where it
is necessary for a potable water main and
non-potable water main to cross with less than
eighteen (18) inches of vertical separation, the
crossing shall be constructed in accordance with
Section 542.07 of the Idaho Rules for Public
Drinking Water Systems (IDAPA 58.01.08) and
Section 430.02 of the Wastewater Rules (IDAPA
58.01.16).
4.Place sewer service lines in a six (6) inch
diameter water class pipe wherever the service
line crosses a stormwater treatment facility (i.e.,
seepage beds, drainage swales).
5.When cover over a sewer pipe is less than three
(3) feet from top of pipe to subgrade or top of pipe
to natural ground, use "Class 200 water pressure
pipe", ASTM D 2241, SDR 21, including service
lines and fittings.
6. The Contractor shall conduct an air pressure test
and television inspection after all underground
utilities have been installed. The Contractor shall
provide a videotape of the inspection prior to final
acceptance of the sewer.
7.All CCTV inspections shall be completed by third
party testing firm.
1.Install all crossings of the Public Rights-of-Way,
private roadways and travelways with pressure
irrigation at a maximum depth of two-and one-half
(2-1/2) feet and in an AWWA C-900 pipe sleeve
with locator wire. The Public Works Department
and ACHD shall inspect all crossings prior to
backfilling.
2.The horizontal separation of potable water mains
and non-potable water mains (sanitary sewer,
storm drain, and irrigation) shall be a minimum of
ten (10) feet. Where it is necessary for a potable
water main and non-potable water main to cross
with less than eighteen (18) inches of vertical
separation, the crossing shall be constructed in
accordance with Section 542.07 of the Idaho
Rules for Public Drinking Water Systems (IDAPA
58.01.08) and Section 430.02 of the Wastewater
Rules (IDAPA 58.01.16).
3.The horizontal separation of non-potable services
and potable water services or potable water
mains shall be a minimum of six (6) feet. Where it
is necessary for a potable water main and
non-potable water main to cross with less than
eighteen (18) inches of vertical separation, the
crossing shall be constructed in accordance with
Section 542.07 of the Idaho Rules for Public
Drinking Water Systems (IDAPA 58.01.08) and
Section 430.02 of the Wastewater Rules (IDAPA
58.01.16).
4.Install finder tape with all irrigation mains. Tape
shall be two (2) inches wide, metallic red in color,
with the words DANGER -UNSAFE WATER or
NON-POTABLE WATER clearly marked along its
length. Place the tape between six (6) inches
below the surface and eighteen (18) inches above
the top of the pipe.
5.Label all irrigation risers and faucets with durable
tags carrying the warning DANGER-UNSAFE
WATER or NON-POTABLE WATER.
6.Label all valve boxes and vaults with durable tags
carrying the warning DANGER-UNSAFE WATER
or NON-POTABLE WATER. The valves and
boxes are to be located a minimum of ten (10)
feet outside of the Public Right-of-Way, private
roadways and travelways.
7.Install a reduced pressure backflow preventer in
any connection between the potable water
system and the pressure irrigation system. The
device must be approved by the Idaho
Department of Environmental Quality (DEQ) and
the City of Meridian Water Department.
ABCO ENGINEERING NOTES
1.The contractor shall construct all new facilities
both inside and outside of buildings to meet or
exceed ADA Standards.
2.The contractor shall verify all dimensions and
elevations on site. The contractor shall field verify
elevations of existing match points prior to
construction. Any changes which deviate from
these plans must be approved prior to
constructing.
3.The contractor is responsible for all work
necessary for final acceptance of work from
owner or any other governing agency including
but not limited to as-built drawings, inspections,
testing reports, and certifications.
4.Contractor shall obtain all applicable construction
permits. The contractor is responsible for any
necessary permits and fees.
5.The contractor shall provide or maintain all
existing drainage facilities within the construction
area until drainage improvements are in place and
functioning.
6.The cross slope of all sidewalks shall not exceed
2% (1.75% is target).
7.Refer to architectural plans for building and
parking dimensions.
8.Utilize reduced-pressure principle backflow
assembly for backflow prevention on domestic
and fire service lines and pressure irrigation single
point connection to domestic water lines.
Reduced-pressure principle backflow assembly to
be approved by the State of Idaho Department of
Environmental Quality and Meridian Water
Department.
9.Provide gutters around the building to ensure
runoff is discharging to the seepage bed in the
parking lot.
ROADWAY
1.All Contractors working within the public road
right-of-way are required to secure a right-of-way
construction permit from ACHD or ITD at least
twenty-four (24) hours prior to any construction.
2.ACHD or ITD will inspect all work within the public
rights-of-way to include utility trenches above the pipe
zone.
3.Meridian Public Works will inspect storm drainage
improvements serving private roads and parking lot
improvements outside the public right-of-way.
DRAINAGE
1.The Contractor shall have plans stamped “Approved
for Construction” by City of Meridian Public Works
Department on site at all times.
2.Any change from the plans shall be approved by the
designer and the City of Meridian Public Works
Department.
3.Separation from the bottom of the drainage facility to
seasonal high groundwater shall be a minimum of 3'.
Contact Engineer for revised drainage facility design if
bottom of facility is within 3' of seasonal high
groundwater elevation. Re-designed facility shall be
approved by the Public Works Department.
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CITY OF MERIDIAN TYPICAL DETAIL DRAWINGS
FILE NUMBER:
SHEET NUMBER:
DESIGNED BY:
DATE
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16 12th Ave. S., Ste 112
Nampa, Idaho 83651
Phone (208) 955-8126
N
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W
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C. Kenyon
G-003
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H. White
16-4433Z
W W W W
W
W
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8"
BACK OF
SIDEWALK
PROPERTY
CORNER
R/W
JOINT UTILITY
TRENCH
3'
10
'
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S
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6.
5
'
3.
5
'
10' MIN
INSTALL 2"
BLOW OFF
STANRAD DWG NO
W10
COMMERCIAL SINGLE
WATER SERVICE
CITY OF MERIDIAN
SUPPLEMENTAL
SPECIFICATIONS
MODIFIED
NOTES
1.CONSTRUCT DOMESTIC AND/OR LANDSCAPE
METER IN ACCORDANCE WITH CITY OF
MERIDIAN STANDARD DRAWINGS.
2.TOP OF VALVES AND BLOW OFF BOXES SHALL
MATCH BACK OF SIDEWALK ELEVATION.
3.USE UNI-FLANGE RESTRAINTS ON ALL JOINTS.
4.WATER METERS TO BE INSTALLED WITH EACH
INDIVIDUAL SITE PLAN.
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E
P
E
P
E
P
D
D
D
D
D
D
SD SDN. PENNGROVE WAY
N
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N
N
G
R
OVE WAY
M
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O
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LINDER ROAD
(SCALE IN FEET)
1:30 (22x34 FULL SIZE)30 15 90300
SITE PLAN & STREET LIGHTING PLAN
60' x 95'
5,700 SQ. FT.
60' x 100'
10,000 -12,000 SQ. FT.
TWO STORY BUILDING
60' x 100'
6,000 SQ. FT.
CROSS ACCESS
EASEMENT
UTILITY EASEMENT
CROSS ACCESS
EASEMENT UTILITY EASEMENT 29.59'
30.00'
30.00'
30.00'
INTERSECT EXISTING
ACCESS EASEMENT
135°'
DEVELOPED LOT
EXISTING
UTILITY EASEMENT
25.00'
19.01'
9.00'
MIN
50' x 84'
4,200 SQ. FT.
50' x 66'
3,300 SQ. FT.46' x 82'
3,772 SQ. FT.29.59'
9.00'
MIN
8.68'
4.77'
36.54'
8
8
6.00'
8.33'
29.67'
34.16'
25.41'
18
17
30.21'
23.76'
4.04'
30.18'
30.02'
10.00'
25.00'
24.01'
6.00'
25.00'5
10.00'
7.00'
7.00'
20.00'
30.00'
10.00'
11
35.42'
8
3
11
31.91'
4.77'10.00'
25.01'25.02'
10.00'
6.09'
5.03'
5
17.41'16.87'16.11'18.88'
RETAINING WALL 34.61'33.60'
6.86'
25.09'
24
25.01'
38.00'25.09'25.01'
10.07'
25.03'
7
10
35.02'
4.77'23.76'
6.12'
25.03'
19.01'
5
11
9.50'
27.59'
27.59'
TRASH ENCLOSURE
RE:CS-501
TYPE 1, 35' STREET
LIGHT, TYP
5.50'
5.00'
NEW PEDESTRIAN RAMP PER ISPWC SD-712C
TYP
NEW SIDEWALK PER ISPWC SD-709
NEW 10' STREET BUFFER ALONG N PENNGROVE WAY
TYPE 2 STREET LIGHT, TYP
MAX SPACING 220'
19.00'
MIN
CURB CUT FOR
STORMWATER
TYP
8
February 2018
PL
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FILE NUMBER:
SHEET NUMBER:
DESIGNED BY:
DATE
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DA
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BY
NO
.
DRAWN BY:
AB
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2101 Delta Drive
Nampa, Idaho 83687
Phone (208) 955-8126
N.
L
I
N
D
E
R
R
O
A
D
C. Kenyon
CS-101
ME
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AD
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H.White
16-4433Z
LEGEND
MAJOR CONTOUR LINE
MINOR CONTOUR LINE
CENTER LINE
EDGE OF PAVEMENT
EDGE OF GRAVEL
FENCE LINE
GAS LINE
OVERHEAD POWER LINE
PROPERTY LINE
UTILITY EASEMENT LINE
SEWER LINE
TELEPHONE LINE
WATER LINE
PRESSURE IRRIGATION LINE
CROSS ACCESS EASEMENT LINE
STORM DRAIN LINE
GRADE BREAK LINE
BENCH MARK BM
ELEVATION EL
EXISTING EX
FINISH GRADE FG
FINISH FLOOR FF
GRADE BREAK GB
INVERT INV
MATCH MA
NATURAL GROUND NG
RADIUS R
REBAR CAP RC
RIM OF FEATURE RIM
TOP OF CONCRETE TC
TOP OF PAVEMENT TA
TOP OF RETAINING WALL TW
BOTTOM OF RETAINING WALL BW
WATER METER WM
NUMBER OF PARKING SPACES
ASPHALT PAVEMENT
CONCRETE
EP EP
EG EG
X X
GAS GAS
OHP
SS SS
TEL TEL
W W
PIRR PIRR
CALL BEFORE YOU DIG!
1.THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN
ARE APPROXIMATE LOCATIONS ONLY. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO INFORM ALL UTILITY
COMPANIES OF THE CONSTRUCTION SCHEDULE. THE
CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL
EXISTING UTILITIES BEFORE COMMENCING WORK. THE
CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGE
WHICH MAY OCCUR BY FAILURE TO EXACTLY LOCATE AND
PROTECT ALL UTILITIES.
2.CONTRACTOR SHALL CONTACT DIGLINE 48 HOURS PRIOR TO ANY
EARTH DISTURBING ACTIVITIES ON SITE, AND REQUEST LOCATE OF
UNDERGROUND UTILITIES.
*The 811 logo is a registered trademark of the CGA.
Know what's below.
before you dig.CallR
SD SD
##
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2
1
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8
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S
NTSA1TRASH ENCLOSURE PLAN
CMU WALL
8" STANDARD GRAY CMU;
SMOOTH FACE ON INTERIOR SIDE,
SPLIT FACE EXTERIOR SIDE
0.67'
23.33'
12.00'
22.00'
0.67'
6.67'
22.00'
23.33'
11.00'
TRASH CONTAINER TYP.
CANE BOLT
0.50'
MIN 4" THICK CONCRETE PAD
0.67'
CANE BOLT HOLE
1.20" DIA.
GROUND
SWINGING GATE
NTSA2TRASH ENCLOSURE PROFILE
January 2018
PL
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FILE NUMBER:
SHEET NUMBER:
DESIGNED BY:
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DE
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DA
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DRAWN BY:
AB
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2101 Delta Drive
Nampa, Idaho 83687
Phone (208) 955-8126
N.
L
I
N
D
E
R
R
D
.
C. Kenyon
CS-501
ME
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T. Sigman
17-4505Z
LIGHTING
1.All street light construction shall be done in
accordance with the current version of the ISPWC, the
Meridian Supplemental Specifications to the ISPWC,
and the National Electric Code.
2.A street lighting electrical permit shall be opened prior
to starting work. Use the online Citizen Portal at
https://citizenportal.meridiancity.org/CitizenAccess/ to
open a permit and request inspections.
3.Installation will require inspections for the concrete
base reinforcing, bedding, backfill, and for the pole and
associated wiring.
4.Street light bases shall be located 10' min. from trees,
5' min. from fire hydrants and 2' min. from water
meters.
5.Keep accurate notes of conduit, junction box locations.
Attach a redlined as built drawing of this plan sheet to
the street lighting electrical permit, or submit a hard
copy to the Meridian Public Works Department prior to
requesting final inspection.
6.Contact the City Transportation and Utility Coordinator
(208) 898-5500 for questions regarding Utility
Conflicts, or to access locked meter pedestals.
1
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(
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SS SS SS SS SS SS SS
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SS SS SS SS SS SS SS SS SS SS SS SS SS
S
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SD SD
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
GAS GAS
G
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N. PENNGROVE WAY
N
. P
E
N
N
G
R
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M
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A
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R
O
A
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LINDER ROAD
P
I
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R
P
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R
P
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2
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P
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'
P
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S
D
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D
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S
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S
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S
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S
D
S
D
SD
S
D
S
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S
D
SD
S
D
S
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S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
W W W W W W W
W
W
W
W
W
S
S
S
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S
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S
S
SSSSSSSS S
S
W
W
W
W
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W
W
W
W
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S
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W
PIRR
P
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PIRR PIRR PIRR
S
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P
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P
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R
LOT 6 LOT 5 LOT 4
LOT 3
LOT 2 LOT 1
DEVELOPED LOT
INSTALL 8" WATER MAIN, SEE SHEET
CU-103 FOR WATER LINE DESIGN
EXISTING
8" WATER MAIN
INSTALL
8" SEWER MAIN
EXISTING
8" SEWER MAIN
REMOVE EX 2"
BLOW OFF
ASSEMBLY
REPLACE WITH 2"
WATER METER
PER MERIDIAN
CITY STANDARDS
REMOVE EX 2" BLOW OFF ASSEMBLY &
REPLACE WITH 2" WATER SERVICE
METER PER MERIDIAN CITY
STANDARDS, TYP ALL BLDG'S
EXISTING 2"
PRESSURE
IRRIGATION
CONNECT
PER ISPWC
SD-901
E
X
I
S
T
I
N
G
2
"
P
R
E
S
S
U
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I
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R
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C
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C
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I
S
P
W
C
S
D
-
9
0
1
SEE SHEET CG-102 FOR STORM
DRAIN AND SEEPAGE BED DESIGN
REDUCED-PRESSURE PRINCIPLE BACKFLOW
ASSEMBLY FOR BACKFLOW PREVENTION ON
DOMESTIC AND FIRE SERVICE LINES, SEE
ABCO NOTE 8 / G-002, TYP ALL BUILDINGS
SEE GENERAL NOTES PAGE
G-002, REF WATER NOTES 2
& 3 FOR WATER CROSSING
10.00'
MIN 25.00'
MIN
I
N
S
T
A
L
L
2
"
W
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'
S
REDUCED-PRESSURE PRINCIPLE
BACKFLOW ASSEMBLY FOR
BACKFLOW PREVENTION ON
DOMESTIC SERVICE LINES, SEE
ABCO NOTE 8 / G-002,
TYP ALL BUILDINGS
REMOVE EX SEWER CLEANOUT AND CONNECT TO EX
SEWER MAIN, PER MERIDIAN CITY STANDARDS.
EXISTING IE = 2564.34
REMOVE EX WATER BLOWOFF AND
CONNECT TO EX WATER MAIN, PER
MERIDIAN CITY STANDARDS
2" FLG 45° ELBOW AND 9.7LF 2" ULTRA
HIGH DENSITY WEIGHT POLYETHYLENE
(HDPE) SERVICE WATER LINE
2" FLG 90° ELBOW WITH THRUST BLOCK
& 4.0LF 2" HDPE SERVICE WATER LINE
CONNECT TO EXISTING SEWER
MANHOLE PER MERIDIAN CITY
STANDARDS, 4" SEWER LINE
4" SEWER LINE
ABANDON EXISITING BLOWOFF. INSTALL 2" GATE VALVE
AND PRESSURE IRRIGATION SERVICE PER ISPWC SD-901
17LF OF 2" CLASS -200 PVC PRESSURE IRRIGATION SERVICE
PER ISPWC SECTION SD-903
EXISTING VALVE
EXISTING 2" PRESSURE
IRRIGATION SERVICE
EXISTING PIRR VALVE
EXISTING BLOWOFF VALVE
CONNECT TO
EXISTING
SEWER SERVICE PER
MERIDIAN CITY
STANDARDS
8" SEWER LINE
REMOVE EX 2" BLOW OFF ASSEMBLY
REPLACE WITH 2" WATER METER PER
MERIDIAN CITY STANDARDS
2" FLG 90° ELBOW W/ THRUST BLOCK
& 4.0LF 2" HDPE SERVICE WATER LINE
FIRE HYDRANT WITH
BOLLARDS, TYP
4" SEWER LINE
INSTALL CURB STOP
AND SERVICE PER
ISPWC SD-901
CONNECT TO EXISTING
2" PRESSURE IRRIGATION
ACCORDING TO ISPWC
SD-901
INSTALL 161LF OF 2" - CLASS-200
PVC PRESSURE IRRIGATION
SERVICE PER ISPWC SECTION 903
NEW PROPOSED
20' EASEMENT
59.0 LF OF 8" -
C-900 WATER MAIN
8" FLG 90° ELBOW WITH
CONC. THRUST BLOCK
135.2 LF OF 8" -
C-900 WATER MAIN
8"x8"x2" TEE (MJxMJxFLG)
32.4 LF (EA) OF 8"
C-900 WATER
MAIN
5.9 LF OF 8" -
C-900 WATER
MAIN
REMOVE EX 2" BLOW OFF ASSEMBLY
REPLACE WITH 8" FLG 90° ELBOW
WITH CONC. THRUST BLOCK
(SCALE IN FEET)
1:30 (22x34 FULL SIZE)30 15 90300
CIVIL UTILITY PLAN & IRRIGATION PLAN
8" FLG 90° ELBOW WITH
CONC. THRUST BLOCK
INSTALL 2" WATER METER AND
WATER SERVICE PER MERIDIAN
CITY STD DWG W16, 10.3 LF OF 2"
ULTRA HIGH DENSITY WEIGHT
POLYETHYLENE WATER LINE
4" SEWER LINESEE GENERAL NOTES PAGE
G-002, REF WATER NOTES 2
& 3 FOR WATER CROSSING
CONNECT TO EXISTING
PRESSURE IRRIGATION
MAIN PER CITY OF
MERIDIAN STANDARDS
INSTALL 103.7LF OF 2" PRESSURE IRRIGATION
MAIN WITH REDUCED-PRESSURE PRINCIPLE
BACKFLOW ASSEMBLY FOR BACKFLOW
PREVENTION ON PRESSURE IRRIGATION SINGLE
POINT CONNECTION TO DOMESTIC WATER,
SEE ABCO NOTE 8 / G-002
AREA FOR
ASSESSMENT
38,714.75 SF
EXISTING
8" WATER MAIN VALVE
March 2018
PL
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FILE NUMBER:
SHEET NUMBER:
DESIGNED BY:
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DA
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BY
NO
.
DRAWN BY:
AB
C
O
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G
I
N
E
E
R
I
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G
2101 Delta Drive
Nampa, Idaho 83687
Phone (208) 955-8126
N.
L
I
N
D
E
R
R
O
A
D
C. Kenyon
CU-101
ME
R
I
D
I
A
N
,
I
D
A
H
O
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H.White
16-4433Z
CALL BEFORE YOU DIG!
1.THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN
ARE APPROXIMATE LOCATIONS ONLY. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO INFORM ALL UTILITY
COMPANIES OF THE CONSTRUCTION SCHEDULE. THE
CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL
EXISTING UTILITIES BEFORE COMMENCING WORK. THE
CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGE
WHICH MAY OCCUR BY FAILURE TO EXACTLY LOCATE AND
PROTECT ALL UTILITIES.
2.CONTRACTOR SHALL CONTACT DIGLINE 48 HOURS PRIOR TO ANY
EARTH DISTURBING ACTIVITIES ON SITE, AND REQUEST LOCATE OF
UNDERGROUND UTILITIES.
*The 811 logo is a registered trademark of the CGA.
Know what's below.
before you dig.CallR
LEGEND
MAJOR CONTOUR LINE
MINOR CONTOUR LINE
CENTER LINE
EDGE OF PAVEMENT
EDGE OF GRAVEL
FENCE LINE
GAS LINE
OVERHEAD POWER LINE
PROPERTY LINE
UTILITY EASEMENT LINE
SEWER LINE
TELEPHONE LINE
WATER LINE
PRESSURE IRRIGATION LINE
CROSS ACCESS EASEMENT LINE
STORM DRAIN LINE
GRADE BREAK LINE
BENCH MARK BM
ELEVATION EL
EXISTING EX
FINISH GRADE FG
FINISH FLOOR FF
GRADE BREAK GB
INVERT INV
MATCH MA
NATURAL GROUND NG
RADIUS R
REBAR CAP RC
RIM OF FEATURE RIM
TOP OF CONCRETE TC
TOP OF PAVEMENT TA
TOP OF RETAINING WALL TW
BOTTOM OF RETAINING WALL BW
WATER METER WM
ASPHALT PAVEMENT
CONCRETE
EP EP
EG EG
X X
GAS GAS
OHP
SS SS
TEL TEL
W W
PIRR PIRR
SD SD
3
1
/
1
8
C
K
C
O
N
T
R
A
C
T
O
R
C
O
M
M
E
N
T
S
2
1
/
1
8
C
K
Q
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C
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M
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4
3
/
1
8
C
K
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C
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D
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A
W
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S
,
S
E
W
E
R
W
A
T
E
R
A
N
D
I
R
R
M
A
I
N
S
RECORD DRAWINGS
SEWER WATER AND PRESSURE
IRRIGATION MAINS ONLY
W
)
S
S
F
O
F
O
F
O
R
O
W
RO
W
R
O
W
P
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W
P
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W
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W
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W
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W
P
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W
W
)
1
0
+
0
0
1
1
+
0
0
12+0012+35
BP: 10+00.00
PI: 11+24.34
E
P
:
1
2
+
3
4
.
8
2
N
. P
E
N
N
G
R
OVE WAY
M
C
M
I
L
S
S
S
S
S
S
S
S
SSSSSSSS S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
04
02
03
01
(SCALE IN FEET)
1:30 (22x34 FULL SIZE)30 15 90300
SEWER PLAN & PROFILE
04
04
E
l
e
v
a
t
i
o
n
Station
2560
2570
2580
2560
2570
2580
9+00 10+00 11+00 12+00 13+00 14+00
9+00 10+00 11+00 12+00 13+00 14+00
25
7
2
.
2
9
25
7
2
.
2
9
4
25
7
2
.
6
1
25
7
2
.
6
0
7
25
7
2
.
4
0
25
7
2
.
3
9
8
INV/OUT ELEVATION 2565.13'
EXISTING SEWER MAIN
INV./OUT ELEVATION 2564.34'
INV/OUT ELEVATION 2565.96'
CHANNEL ELEVATION 2565.13'
RIM ELEVATION
2571.76'RIM ELEVATION
2572.59'
04
CONSTRUCT 8" - C-900
SEWER MAIN @ 0.5%
CONSTRUCT 8" - C-900
SEWER MAIN @ 0.6%
04
EXISTING
GRADE
PROPOSED
GRADE
INV/IN ELEVATION 2565.30'
04
INV/IN ELEVATION 2564.51'
EXISTING GROUND
ELEVATION TYP.
RIM ELEVATION
2572.38'
CHANNEL ELEVATION 2564.34'
CHANNEL ELEVATION 2565.96'
11+24.34 12+34.82
11+24.34 12+34.82
MANHOLE 1
MANHOLE 2
M
A
N
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3
MA
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3
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MA
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1
07
06
90°'
90°'
90°'
05
90°'
57°'
March 2018
PL
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FILE NUMBER:
SHEET NUMBER:
DESIGNED BY:
DATE
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DA
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BY
NO
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DRAWN BY:
AB
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2101 Delta Drive
Nampa, Idaho 83687
Phone (208) 955-8126
N.
L
I
N
D
E
R
R
O
A
D
C. Kenyon
CU-102
ME
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16-4433Z
KEYNOTES
01. REMOVE EXISTING 8" SEWER CLEAN OUT.
02. 124.4 LF - 8" SEWER PIPE - ISPWC - SECTION 501 PART 2.2.
03. 110.5 LF - 8" SEWER PIPE - ISPWC - SECTION 501 PART 2.2.
04. ISPWC - SD-501, SD-501A, & SD-507 STANDARD MANHOLE TYPE A.
05. 49.5 LF (MANHOLE 3)-4" SEWER SERVICE PIPE-ISPWC-SECTION 504.
MIN. 2% SLOPE. INV./OUT ELEVATION - 2565.96'.
INV./IN ELEVATION - 2566.95'.
06. 80.5 LF (MANHOLE 2)-4" SEWER SERVICE PIPE-ISPWC-SECTION 504.
MIN. 2% SLOPE. INV./OUT ELEVATION - 2565.13'.
INV./IN ELEVATION - 2566.74'.
07. 95 LF (MANHOLE 3)-4" SEWER SERVICE PIPE-ISPWC-SECTION 504.
MIN. 2% SLOPE. INV./OUT ELEVATION - 2565.96'.
INV./IN ELEVATION - 2567.86'.
CALL BEFORE YOU DIG!
1.THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN
ARE APPROXIMATE LOCATIONS ONLY. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO INFORM ALL UTILITY
COMPANIES OF THE CONSTRUCTION SCHEDULE. THE
CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL
EXISTING UTILITIES BEFORE COMMENCING WORK. THE
CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGE
WHICH MAY OCCUR BY FAILURE TO EXACTLY LOCATE AND
PROTECT ALL UTILITIES.
2.CONTRACTOR SHALL CONTACT DIGLINE 48 HOURS PRIOR TO ANY
EARTH DISTURBING ACTIVITIES ON SITE, AND REQUEST LOCATE OF
UNDERGROUND UTILITIES.
*The 811 logo is a registered trademark of the CGA.
Know what's below.
before you dig.CallR
LEGEND
MAJOR CONTOUR LINE
MINOR CONTOUR LINE
CENTER LINE
EDGE OF PAVEMENT
EDGE OF GRAVEL
FENCE LINE
GAS LINE
OVERHEAD POWER LINE
PROPERTY LINE
UTILITY EASEMENT LINE
SEWER LINE
TELEPHONE LINE
WATER LINE
PRESSURE IRRIGATION LINE
CROSS ACCESS EASEMENT LINE
STORM DRAIN LINE
GRADE BREAK LINE
BENCH MARK BM
ELEVATION EL
EXISTING EX
FINISH GRADE FG
FINISH FLOOR FF
GRADE BREAK GB
INVERT INV
MATCH MA
NATURAL GROUND NG
RADIUS R
REBAR CAP RC
RIM OF FEATURE RIM
TOP OF CONCRETE TC
TOP OF PAVEMENT TA
TOP OF RETAINING WALL TW
BOTTOM OF RETAINING WALL BW
WATER METER WM
ASPHALT PAVEMENT
CONCRETE
EP EP
EG EG
X X
GAS GAS
OHP
SS SS
TEL TEL
W W
PIRR PIRR
SD SD
3
1
/
1
8
C
K
C
O
N
T
R
A
C
T
O
R
C
O
M
M
E
N
T
S
2
1
/
1
8
C
K
Q
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C
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M
M
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N
T
S
4
3
/
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C
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A
W
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S
,
S
E
W
E
R
W
A
T
E
R
A
N
D
I
R
R
M
A
I
N
S
RECORD DRAWINGS
SEWER WATER AND PRESSURE
IRRIGATION MAINS ONLY
W W W W W W W W W W W W W W W W W W W W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W
14
15
17
16
18
19
21
2223
24
25
29
28
32
31
34
36
37
38
26
(SCALE IN FEET)
1:10 (22x34 FULL SIZE)10 5 30100
WATER PLAN
6
4
.
1
5
(
W
)
S
S
S
S
S
S
E
P
W
W
W
W
W
W
12
13
9
10
11
MATCH BELOW
MATCH ABOVE
6.0 LF OF 8" - C-900 WATER MAIN
INSTALL 2" WATER METER FOR
PRESSURE IRRIGATION MAIN
HOT TAP PER CITY OF
MERIDIAN STANDARDS
2" CORPSE STOP BALL
VALVE (MJxMJ)
26
17
16
18
21
23
24
25
11
HOT TAP PER CITY OF
MERIDIAN STANDARDS
2" CORPSE STOP BALL
VALVE (MJxMJ)
26
35
38
March 2018
PL
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FILE NUMBER:
SHEET NUMBER:
DESIGNED BY:
DATE
DE
S
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R
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P
T
I
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N
DA
T
E
RE
V
I
S
I
O
N
S
BY
NO
.
DRAWN BY:
AB
C
O
EN
G
I
N
E
E
R
I
N
G
2101 Delta Drive
Nampa, Idaho 83687
Phone (208) 955-8126
N.
L
I
N
D
E
R
R
O
A
D
C. Kenyon
CU-103
ME
R
I
D
I
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8 OF 11
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H.White
16-4433Z
CALL BEFORE YOU DIG!
1.THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN
ARE APPROXIMATE LOCATIONS ONLY. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO INFORM ALL UTILITY
COMPANIES OF THE CONSTRUCTION SCHEDULE. THE
CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL
EXISTING UTILITIES BEFORE COMMENCING WORK. THE
CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGE
WHICH MAY OCCUR BY FAILURE TO EXACTLY LOCATE AND
PROTECT ALL UTILITIES.
2.CONTRACTOR SHALL CONTACT DIGLINE 48 HOURS PRIOR TO ANY
EARTH DISTURBING ACTIVITIES ON SITE, AND REQUEST LOCATE OF
UNDERGROUND UTILITIES.
*The 811 logo is a registered trademark of the CGA.
Know what's below.
before you dig.CallR
LEGEND
MAJOR CONTOUR LINE
MINOR CONTOUR LINE
CENTER LINE
EDGE OF PAVEMENT
EDGE OF GRAVEL
FENCE LINE
GAS LINE
OVERHEAD POWER LINE
PROPERTY LINE
UTILITY EASEMENT LINE
SEWER LINE
TELEPHONE LINE
WATER LINE
PRESSURE IRRIGATION LINE
CROSS ACCESS EASEMENT LINE
STORM DRAIN LINE
GRADE BREAK LINE
BENCH MARK BM
ELEVATION EL
EXISTING EX
FINISH GRADE FG
FINISH FLOOR FF
GRADE BREAK GB
INVERT INV
MATCH MA
NATURAL GROUND NG
RADIUS R
REBAR CAP RC
RIM OF FEATURE RIM
TOP OF CONCRETE TC
TOP OF PAVEMENT TA
TOP OF RETAINING WALL TW
BOTTOM OF RETAINING WALL BW
WATER METER WM
ASPHALT PAVEMENT
CONCRETE
EP EP
EG EG
X X
GAS GAS
OHP
SS SS
TEL TEL
W W
PIRR PIRR
SD SD
9.REMOVE EXISTING
BLOWOFF & CONNECT TO
EXISTING 8" WATER MAIN.
10.5.8 LF OF 8" - C-900 WATER
MAIN
11.6" GATE VALVE (MJxMJ)
12.C-900 - 8" - 11.25° FLG
ELBOW
13.132.6 LF OF 8" - C-900
WATER MAIN
14.8" MJX FLG GATE VALVE
CITY OF MERIDIAN
STANDARD DRAWING NO.
W11
15.INTENTIONALLY LEFT
BLANK
16.INSTALL FIRE HYDRANT &
BOLLARD LAYOUT PER
CITY OF MERIDIAN
STANDARD DRAWINGS W7
& W8
17.7.1 LF OF 2" ULTRA HIGH
DENSITY WEIGHT
POLYETHYLENE WATER
LINE
2" BALL VALVE (MJxMJ)
18.INSTALL 2" WATER METER
AND WATER SERVICE PER
MERIDIAN CITY STD DWG
W16, 2" FLG 45° ELBOW
19.40.5 LF OF 2" ULTRA HIGH
DENSITY WEIGHT
POLYETHYLENE WATER
LINE
20.INTENTIONALLY LEFT
BLANK.
21.8"x6"x8" TEE REDUCER
(MJxMJxFLG)
8" GATE VALVE (MJxMJ)
22.32.0 LF OF 8" - C-900
WATER MAIN
23.8"x8"x8" TEE (MJxMJxFLG)
WITH CONC. THRUST
BLOCK
24.10.3 LF OF 8" - C-900
WATER LINE
25.5.2 LF OF 6" C-900 WATER
LINE
26.8" FLG 45° ELBOW
27.INTENTIONALLY LEFT
BLANK.
28.36.8 LF OF 8" C-900 FIRE
SPRINKLER LINE
29.146.6 LF OF 8" - C-900
WATER MAIN
30.INTENTIONALLY LEFT
BLANK.
31.5.9 LF OF 8" C-900 FIRE
SPRINKLER LINE
32.55.9 LF OF 8" C-900 FIRE
SPRINKLER LINE
33.INTENTIONALLY LEFT
BLANK.
34.6.3 LF OF 2" ULTRA HIGH
DENSITY WEIGHT
POLYETHYLENE WATER
LINE
35.56.3 LF OF 2" ULTRA HIGH
DENSITY WEIGHT
POLYETHYLENE WATER
LINE
36.32.1 LF OF 2" ULTRA HIGH
DENSITY WEIGHT
POLYETHYLENE WATER
LINE
37.34.0 LF OF 8" C-900 FIRE
SPRINKLER LINE
38.2" FLG 45° ELBOW
KEYNOTES
3
1
/
1
8
C
K
C
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A
C
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C
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M
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S
2
1
/
1
8
C
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Q
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C
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S
4
3
/
1
8
C
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C
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D
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A
W
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S
,
S
E
W
E
R
W
A
T
E
R
A
N
D
I
R
R
M
A
I
N
S
RECORD DRAWINGS
SEWER WATER AND PRESSURE
IRRIGATION MAINS ONLY
(SCALE IN FEET)
1:30 (22x34 FULL SIZE)30 15 90300
GRADING AND DRAINAGE PLAN
E
P
E
P
I
E
=
6
4
.
1
5
(
W
)
I
E
=
6
3
.
4
7
(
S
)
I
E
=
6
2
.
5
8
(
S
)
I
E
=
6
1
.
6
9
(
S
)
E
P
E
P
E
P
E
P
E
P
E
P
E
P
E
P
E
P
E
P
E
P
D
D
D
SD SDN. PENNGROVE WAY
N
. P
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N
N
G
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M
C
M
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L
A
N
R
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D
LINDER ROAD
EX/TC 74.64EX/TC 74.29
EX/TC 71.68EX/TC 71.46
EX/TC 71.58
EX/TC 70.73EX/TC 70.84
EX/TC 70.73
EX/TC 70.86
EX/TC 71.04
EX/TC 71.13
EX/TC 71.12
EX/TC 70.91
EX/TA 70.77
EX/TC 70.61
EX/TA 70.68
EX/TA 70.95
EX/TC 70.51EX/TC 70.62
EX/TC
70.40
TC 70.77
EX/TC 70.33
EX/TA 72.00
EX/TA 72.03
EX/TA 72.24
EX/TA 72.73
EX/TA 72.64
EX/TA 72.23
TC 72.73
EX/TA 72.44
EX/TC
70.65
TC 70.96
EX/TC 70.75
EX/TC 70.91
EX/RC 70.93
EX/TC 71.21 EX/TC 71.40
EX/TA 72.11
EX/TC 72.30EX/TC 71.80
EX/TA 72.31
TC 72.81
NG 75.03
NG 74.81
TW 75.04
BW 73.50
TW 75.54
BW 73.50
PROPOSED BLDG
FF 74.00
FG 73.50
FG 73.82
RIM 72.81
RIM 72.60
TA 73.01
TC 73.51
2.0%
FG 73.82
TC 73.22
TA 72.72
RIM 72.47
2%
3.2%
7.5%
TC 73.89
TA 73.39
1.0%
TA 73.21
TC 73.71
1.7
%
NG 73.39
TC 73.48
TA 72.98
NG 72.98
NG/TW
75.04
TC 73.90
TA 73.40
TA 73.21
TC 73.71
1%
1
.
0
%
TA 73.02
2
.
0
%
2
.
0
%
TW/NG 76.11
NG 75.89TW 75.91
BW 73.50 NG 75.80
NG/TW 75.92 TW 75.85
BW 74.15
TW/NG 75.43
PROPOSED BLDG
FF 74.65
FG 74.15
FG 73.99
NG 74.59
FG 73.91
NG 74.85
FG 73.82
RIM 73.39
FG 74.46
TW 75.59
BW 74.15
TW 75.80
BW 74.15
TA 73.67
TC 74.17
2.0%
TC 73.90
TA 73.40
1
.
0
%
1.0%
TA 73.86
TC 74.36
TC 74.55
TA 74.05
RIM 72.91
TA 73.28
TC 73.78
TA 73.13
TC 73.63 1.5%
TC 73.69
1%
1%
1
%
1.9%
1.8
%
TA 73.67
TC 74.17
2.
1
%
2
.
0
%
TA 73.67
2
.
0
%
FG 74.15
FG 74.10
NG 74.44
FG 74.07
NG 71.42
PROPOSED BLDG
FF 72.28
FG 71.78
FG 71.66
NG 72.26
EX/TC 70.89
NG 72.20
NG 71.78
NG 72.34
TC 72.18
TA 71.68
TC 71.80
TA/CURB CUT 71.30
2.
0
%
TC 71.91
TA 71.41
2.
0
%
TC 71.80
TA 71.30
TA 70.88
TC 71.38
1%
RIM 70.32
TC 71.43
TA 70.68
2.5%
4.
4
%
0
.
5
%
1.5%
TA 72.00
TC 71.50
TA 70.44
1.
0
%
E
X
/
T
A
7
1
.
5
0
T
C
7
2
.
0
0
TA 72.39
TC 72.89
TA 71.75
TC 72.251%
E
X
/
T
A
7
1
.
7
1
T
C
7
2
.
2
1
RIM 71.14
1.
0
%
PROPOSED BLDG
FF 72.50
3.
0
%
1%
TA 71.51 2.
0
%
1.5%
2%
FG 72.00
TC 72.40
TA 71.90
RIM 71.51
TA 72.51 TA 71.99
TA 71.51
RIM 71.6
1.
0
%
TA 71.30
1
.
1
%
TA 72.05
TC 72.55
1.9%
TC 73.46
TA 72.96
0.7%
2
.
0
%
TA 72.18
TC 72.68
RIM 71.98
3
.
0
%
TC 73.02
TA 72.52
3.
3
%
2.
8
%
TC 73.14
TA 72.64
1.2%
1.
0
%
TA 72.18
TC 72.68
2.0%
1
.
0
%
TA 71.84
TC 72.34
RIM 71.66
TA 72.40
TC 72.90
TC 73.46
TA 72.96
TA 73.02
TC 73.90
TA 73.40
1%
1.
0
%
TA 73.11
TA 73.04
TC 73.54
TA 72.65
1.0%
PROPOSED BLDG
FF 72.50
FG 72.00
TC 72.40
TA 71.90
3.
9
%
TA 71.71
1.
0
%
2.
0
%
TC
7
2
.
4
0
TA
7
1
.
9
0
TA 71.96
TC 72.46
TA 71.38
2.
0
%
TA 72.70
TC 73.20
2.
0
%
TA 72.22
TC 72.722.
0
%
1.7%
RIM 71.00
1.2%
2.
6
%
TC 72.48
EX/TC 72.13
EX/TC 72.58
TC 72.98
EX/TC 72.99
EX/RC 72.93
E
X
/
T
C
7
2
.
9
9
EX/TC 74.70 EX/TC 74.76 EX/TC 74.58 EX/TC 75.16
EX/TC 73.97
EX/TC 73.49
TA 73.73
TC 74.23
EX/TC 73.10
EX/TC 73.03
EX/TC 73.48
EX/RC 71.86
BENCHMARK
EX/TC 73.29
RIM 71.45
PROPOSED BLDG
FF 73.12
FG 72.62
TC 73.00
TA 72.50
TC 72.81
TA 72.31
1.0%
TC 73.00
TA 72.50
TA 72.70
TC 73.20
RIM 71.39
TA 72.31
1.
0
%
TA 72.45
RIM 72.303
.
5
%
TA 72.25
TC 72.75
TA 71.59
TC 72.09
TA 72.26
TA 72.18
TC 72.68
TA 73.30
TC 73.80
TA 73.38
TC 73.88
TA 72.82
TC 73.32
TA 72.87
TC 73.37
TA 72.93
TC 73.43
TA 72.53
TC 73.03
3
.
0
%
2
.
7
%
2
.
0
%
1%
1.6
%
1.9%
TA 72.66
TC 73.16
TA 72.14
TC 72.64
TA 72.90
TC 73.40
TA 72.95
TC 73.45
TA 73.12
TC 73.62
TA 73.18
TC/FG 73.68
1.2%
FG 74.37
FG 74.23
TC/FG 73.68
1
.
0
%
1.0%
0.5%TC 73.12
1.7%
TA 72.31
1.0%
TA 72.31
1.0%
1.0%
2
.
1
%
TC/FG 73.57
1
.
2
%
3
.
8
%
1.5%TC 72.07
TA 71.57
2.
7
%
TC 73.18
TA 72.02
TC 73.61
TA 73.11
TC 72.62
TA 72.12
TA 72.62
RIM 71.34
1.
0
%
RIM 74.14
RIM 75.10
1.0%1.0%1.0%1.0%
PROVIDE GUTTERS AROUND BUILDINGS TO ENSURE RUNOFF IS
DISCHARGING TO SEEPAGE BEDS IN THE PARKING LOTS.
RIM 72.00
RIM 72.42
TC 72.74
TA 72.24
TC 73.90
TA 73.40
2.
0
%
SEE NOTE 5
SEE NOTE 5
SEE NOTE 5
SEE NOTE 5
SE
E
N
O
T
E
5
SE
E
N
O
T
E
5
TC/FG 73.68
2.0%
EX/TC 70.67
EX/TC 70.69
1.
0
%
TA 73.04
TC/FG 73.54
TA 71.571.2%
0.
5
%
TA 71.42
1%
TC 71.13
TA 70.63 1.
5
%
January 2018
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FILE NUMBER:
SHEET NUMBER:
DESIGNED BY:
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NO
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DRAWN BY:
AB
C
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G
I
N
E
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R
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2101 Delta Drive
Nampa, Idaho 83687
Phone (208) 955-8126
N.
L
I
N
D
E
R
R
O
A
D
C. Kenyon
CG-101
ME
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N
,
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A
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9 OF 11
AD
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H.White
16-4433Z
1.THE TOPOGRAPHIC SURVEY WAS PERFORMED BY EAGLE LAND
SURVEYING, MAY 2017.
2.MAXIMUM SLOPE TO BE 2.5:1.
3.ELEVATIONS ON PLAN HAVE BEEN TRUNCATED, ADD 2500' TO
ELEVATIONS SHOWN.
4.IT IS ASSUMED THERE WILL BE NO RUNOFF FROM ADJACENT
PROPERTIES ENTERING THE DRAINAGE SWALE.
5.INSTALL PEDESTRIAN RAMP PER ISPWC SD-712G.
GENERAL NOTES
CALL BEFORE YOU DIG!
1.THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN
ARE APPROXIMATE LOCATIONS ONLY. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO INFORM ALL UTILITY
COMPANIES OF THE CONSTRUCTION SCHEDULE. THE
CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL
EXISTING UTILITIES BEFORE COMMENCING WORK. THE
CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGE
WHICH MAY OCCUR BY FAILURE TO EXACTLY LOCATE AND
PROTECT ALL UTILITIES.
2.CONTRACTOR SHALL CONTACT DIGLINE 48 HOURS PRIOR TO ANY
EARTH DISTURBING ACTIVITIES ON SITE, AND REQUEST LOCATE OF
UNDERGROUND UTILITIES.
*The 811 logo is a registered trademark of the CGA.
Know what's below.
before you dig.CallR
LEGEND
GRADE BREAK LINE
BENCH MARK BM
ELEVATION EL
EXISTING EX
FINISH GRADE FG
FINISH FLOOR FF
GRADE BREAK GB
INVERT INV
MATCH MA
NATURAL GROUND NG
RADIUS R
REBAR CAP RC
RIM OF FEATURE RIM
TOP OF CONCRETE TC
TOP OF PAVEMENT TA
TOP OF RETAINING WALL TW
BOTTOM OF RETAINING WALL BW
WATER METER WM
1
1
1
/
1
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C
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1
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2
1
/
1
8
C
K
Q
L
P
E
C
O
M
M
E
N
T
S
(SCALE IN FEET)
1:30 (22x34 FULL SIZE)30 15 90300
STORMDRAIN PIPE AND BASIN PLAN
E
P
E
P
I
E
=
6
4
.
1
5
(
W
)
I
E
=
6
3
.
4
7
(
S
)
I
E
=
6
2
.
5
8
(
S
)
I
E
=
6
1
.
6
9
(
S
)
E
P
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P
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P
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P
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E
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P
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P
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SD SDN. PENNGROVE WAY
N
. P
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R
OVE WAY
M
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LINDER ROAD
S
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S
D
S
D
S
D
SDSD
S
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S
D
S
D
S
D
S
D
S
D
SD
S
D
S
D
S
D
SD
S
D
S
D
S
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S
D
S
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S
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S
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1,000 GAL SAND/GREASE TRAP
RE: B4 / CG-501
RIM 70.32
BAFFLE EL 68.12
INV OUT EL 67.87
12" NYLOPLAST DRAIN BASIN
WITH NYLOPLAST CURB INLET
RE: C5 / CG-501
RIM EL 70.40
INV OUT EL 68.00
22.0LF, S=2.0%, 6" SDR-35
88.7LF, S=0.40%, 6" SDR-35
14.8LF, S=0.40%,
6" SDR-35
1,000 GAL SAND/GREASE TRAP
RE: B4 / CG-501
RIM 71.51
INV IN EL 67.65
BAFFLE EL 67.55
INV OUT EL 67.40
65.1LF, S=0.40%, 4" SDR-35
8" NYLOPLAST DRAIN BASIN
WITH GRATE, RE: A5 / CG-501
RIM EL 71.60
INV OUT EL 69.15
1,000 GAL SAND/GREASE
TRAP RE: B4 / CG-501
RIM 71.14
INV IN EL 68.89
BAFFLE EL 68.79
INV OUT EL 68.54
10.8LF, S=2.0%, 6" SDR-35
8" NYLOPLAST DRAIN BASIN
WITH GRATE, RE: A5 / CG-501
RIM EL 71.34
INV OUT EL 68.35
53.8LF, S=0.40%, 6" SDR-3512.4LF, S=2.0%, 6" SDR-35
1,000 GAL SAND/GREASE TRAP
RE: B4 / CG-501
RIM 71.00
BAFFLE EL 68.60
INV OUT EL 68.35
1,000 GAL SAND/GREASE TRAP
RE: B4 / CG-501
RIM 71.45
BAFFLE EL 69.05
INV OUT EL 68.80
24.4LF, S=2.0%, 6" SDR-35
8" NYLOPLAST DRAIN BASIN
WITH GRATE, RE: A5 / CG-501
RIM EL 72.81
INV OUT EL 70.41
83.9LF, S=0.40%, 4" SDR-358" NYLOPLAST DRAIN BASIN
WITH COVER, RE: A5 / CG-501
RIM EL 74.14
INV IN EL 70.07
INV OUT EL 69.97
12.3LF, S=0.40%, 4" SDR-35
1,000 GAL SAND/GREASE TRAP
RE: B4 / CG-501
RIM 72.47
INV IN EL 69.92
BAFFLE EL 69.82
INV OUT EL 69.57
5.5LF, S=2.0%, 6" SDR-35
12" NYLOPLAST DRAIN BASIN
WITH GRATE, RE: B5 / CG-501
RIM EL 72.60
INV OUT EL 70.20
72.0LF, S=0.4%, 6" SDR-35
12" NYLOPLAST DRAIN BASIN
WITH GRATE, RE: B5 / CG-501
RIM EL 71.66
INV OUT EL 69.66
29.1LF, S=0.9%, 6" SDR-35
1,000 GAL SAND/GREASE TRAP
RE: B4 / CG-501
RIM 71.98
INV IN EL 69.91
BAFFLE EL 69.81
INV OUT EL 69.56
20.0LF, S=0.4%, 6" SDR-35
8" NYLOPLAST DRAIN BASIN
WITH GRATE, RE: A5 / CG-501
RIM EL 73.39
INV OUT EL 70.99
71.2LF, S=0.40%, 4" SDR-35
8" NYLOPLAST DRAIN BASIN
WITH COVER, RE: A5 / CG-501
RIM EL 75.10
INV IN EL 70.71
INV OUT EL 70.61
52.2LF, S=0.40%, 4" SDR-35
1,000 GAL SAND/GREASE TRAP
RE: B4 / CG-501
RIM 72.91
INV IN EL 70.40
BAFFLE EL 70.30
INV OUT EL 70.057.6LF, S=0.40%, 6" SDR-35
SEEPAGE BED 1
PROPOSED SEEPAGE BED,
RE: A1, A4, B4 / CG-501, TYP
55.00'
30.00'
30.00'
35.00'
40.00'
40.00'
60.00'
40.00'
60.00'
45.00'
14.0LF, S=2.0%, 6" SDR-35
1,000 GAL SAND/GREASE TRAP
RE: B4 / CG-501
RIM 71.39
BAFFLE EL 68.99
INV OUT EL 68.74
12" NYLOPLAST DRAIN BASIN
WITH GRATE, RE: B5 / CG-501
RIM EL 72.30
INV OUT EL 70.30
81.0LF, S=0.40%, 6" SDR-35
12" NYLOPLAST DRAIN BASIN
WITH GRATE, RE: B5 / CG-501
RIM 72.00
INV OUT EL 70.00
17.2LF, S=0.40%, 6" SDR-35
60.00'
40.00'
1,000 GAL SAND/GREASE TRAP
RE: B4 / CG-501
RIM 72.42
INV IN EL 69.95
BAFFLE EL 69.85
INV OUT EL 69.60
12.8LF, S=0.40%,
6" SDR-35
SEEPAGE BED 2
SEEPAGE BED 3 SEEPAGE BED 4
SEEPAGE BED 5 SEEPAGE BED 6
January 2018
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SHEET NUMBER:
DESIGNED BY:
DATE
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I
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DA
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V
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S
I
O
N
S
BY
NO
.
DRAWN BY:
AB
C
O
EN
G
I
N
E
E
R
I
N
G
2101 Delta Drive
Nampa, Idaho 83687
Phone (208) 955-8126
N.
L
I
N
D
E
R
R
O
A
D
C. Kenyon
CG-102
ME
R
I
D
I
A
N
,
I
D
A
H
O
ST
O
R
M
D
R
A
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,
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10 OF 11
AD
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H. White
16-4433Z
CALL BEFORE YOU DIG!
1.THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN
ARE APPROXIMATE LOCATIONS ONLY. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO INFORM ALL UTILITY
COMPANIES OF THE CONSTRUCTION SCHEDULE. THE
CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL
EXISTING UTILITIES BEFORE COMMENCING WORK. THE
CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGE
WHICH MAY OCCUR BY FAILURE TO EXACTLY LOCATE AND
PROTECT ALL UTILITIES.
2.CONTRACTOR SHALL CONTACT DIGLINE 48 HOURS PRIOR TO ANY
EARTH DISTURBING ACTIVITIES ON SITE, AND REQUEST LOCATE OF
UNDERGROUND UTILITIES.
*The 811 logo is a registered trademark of the CGA.
Know what's below.
before you dig.CallR
LEGEND
GRADE BREAK LINE
BENCH MARK BM
ELEVATION EL
EXISTING EX
FINISH GRADE FG
FINISH FLOOR FF
GRADE BREAK GB
INVERT INV
MATCH MA
NATURAL GROUND NG
RADIUS R
REBAR CAP RC
RIM OF FEATURE RIM
TOP OF CONCRETE TC
TOP OF PAVEMENT TA
TOP OF RETAINING WALL TW
BOTTOM OF RETAINING WALL BW
WATER METER WM
1
1
1
/
1
7
C
K
C
I
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Y
R
E
V
I
E
W
3
1
/
1
8
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1
/
1
8
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S
C1 NTS
PAVEMENT SECTION
2.5" ASPHALT
4" CRUSHED AGGREGATE
(3/4" - INCH MINUS)
8" OF PITRUN
12" COMPACTED
SUBGRADE
24"
SUMP
VARIES,
SEE PLAN
FOR DEPTH
4"
MIN
GRANULAR BACKFILL
PER ASTMD2321
ENSURE WATER TIGHT
CONNECTIONS FOR
ALL ATTACHMENTS,
TYP
INLET AND OUTLET
PIPE PER PLANS
NTSA5DRAIN BASIN
NYLOPLAST DUCTILE IRON
GRATE/COVER PER PLAN
NYLOPLAST DRAIN BASIN
PER PLAN
FINISHED GRADE
NOTE:
FOLLOW ALL MANUFACTURER
INSTALLATION PROCEEDURES.
24"
SUMP
VARIES,
SEE PLAN
FOR DEPTH
4"
MIN
GRANULAR BACKFILL
PER ASTMD2321
ENSURE WATER TIGHT
CONNECTIONS FOR
ALL ATTACHMENTS,
TYP
INLET AND OUTLET
PIPE PER PLANS
NTSB5DRAIN BASIN
12" NYLOPLAST H20
GRATE/COVER PER PLAN
12" NYLOPLAST DRAIN BASIN
ASPHALT SURFACE
NOTE:
FOLLOW ALL MANUFACTURER
INSTALLATION PROCEEDURES.
18"
8"
24"
SUMP
VARIES,
SEE PLAN
FOR DEPTH
4"
MIN
GRANULAR BACKFILL
PER ASTMD2321
ENSURE WATER TIGHT
CONNECTIONS FOR
ALL ATTACHMENTS,
TYP
INLET AND OUTLET
PIPE PER PLANS
NTSC5DRAIN BASIN
NYLOPLAST DRAIN BASIN
PER PLAN
NOTE:
FOLLOW ALL MANUFACTURER
INSTALLATION PROCEEDURES.
18"
8"
ASPHALT SURFACE
CURB
INTEGRATED DUCTILE
IRON BASE PLATE
NYLOPLAST CURB INLET
DUCTILE IRON FRAME
GRATE AND HOOD
TRAFFIC RATED
LENGTH & WIDTH PER PLAN
2' MIN.
3.00'0.50' MIN.
6"
FINISH GROUND SURFACE
WRAP TOP AND SIDES IN TYPE II
NON-WOVEN DRAINAGE GEOTEXTILE
ACCORDING TO ISPWC 2050
3.0' OF CLEAN DRAIN
ROCK 1-1/2" TO 2" DIA.
FOOT PLATE
3' MIN OF ASTM C33 FILTER SAND.
BOTTOM OF SAND SHALL EXTEND
THROUGH IMPERMEABLE LAYER AT
LEAST 12" INTO FREE DRAINING SOIL
FREE DRAINING SOIL
NTSA4SEEPAGE BED SECTION
MINIMUM 3' VERTICAL SEPARATION DISTANCE
FROM THE BOTTOM OF DRAIN ROCK AND THE
SEASONAL HIGH GROUND WATER TABLE
4" DIA. PERFORATED MONITORING
WELL WITH TRAFFIC RATED METAL
CAP AND LOCK PER ISPWC SD-627
A1 NTS
SEEPAGE BED DETAIL
LENGTH "L"
WIDTH "W"
1,000 GALLON SAND
AND OIL TRAP
6" SOLID PIPE TO DRAIN ROCK PROVIDE
WATER TIGHT SEAL TO SAND/OIL TRAP
NOTES:
1.SEE SHEET CG-102 FOR SEEPAGE BED DIMENSIONS AND PIPE
LAYOUT. CONTRACTOR SHALL CONSTRUCT SEEPAGE BED
ACCORDING TO THE PLANS.
2.ALL VAULTS, MANHOLES, AND SAND AND OIL TRAPS MUST BE
H-25 OR GREATER LOAD RATED.
MONITORING WELL
PERFORATED DRAIN PIPE, 6" DIA.
END CAP
CG-501
B4
STORM
DRAIN
24" DIA. TRAFFIC RATED INLET GRATE AND
FRAME WITH CONCRETE COLLAR
24" DIA. TRAFFIC RATED FRAME AND STANDARD MANHOLE
COVER WITH CONCRETE COLLAR, PER ISPWC SD-617
1.00'
THINWALL
KNOCKOUTS
NTSB41,000 GALLON SAND AND OIL TRAP
0.56'
0.50'
INLETOUTLET
4" GRADE RING
24" DIA. TRAFFIC RATED FRAME AND STANDARD
MANHOLE COVER WITH CONCRETE COLLAR,
PER ISPWC SD-617
24" DIA. TRAFFIC RATED INLET GRATE
AND FRAME WITH CONCRETE COLLAR
0.58'
20"
January 2018
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SHEET NUMBER:
DESIGNED BY:
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2101 Delta Drive
Nampa, Idaho 83687
Phone (208) 955-8126
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C. Kenyon
CG-501
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