C4.00_Utility PlanBENCHMARK
CUT "X" ON BACK OF SIDEWALK
NAVD 88 ELEV = 2649.48
W
SS
SD
SD
SD
SD
SD
SD
SD
SD
W W W
W W W
W W
W W
W W
GRAMERCY SUBDIVISION NO. 1
LOT 3, BLOCK 3
GRAMERCY SUBDIVISION NO. 1
LOT 4, BLOCK 3
S. WELLS AVE.
GRAMERCY SUBDIVISION NO. 1
LOT 1, BLOCK 3
W W
EP EP EP EP EP EP EP EP EP EP EP EP EP
EP EP EP
EG EG EG EG EG EG EG
EG EG
EG EG
EG EG EG EG
EP
EP
EP
SAWCUT SAWCUT SAWCUT SAWCUT SAWCUT SAWCUT SAWCUT SAWCUT
GRAMERCY SUBDIVISION NO. 1
LOT 7, BLOCK 3
GRAMERCY SUBDIVISION NO. 1
LOT 2, BLOCK 3
GRAMERCY SUBDIVISION NO. 1
LOT 5, BLOCK 3
SD SD SD
SD
SD SD
SD SD
SD SD SD
SD SD SD
SD SD SD
SD SD SD SD
W W
DI#1B
DI#1A
SG#1A
SG#1B
DI#1C
SG#2
INSTALL 6" CLEAN-OUT
PER ISPWC SD-625
RIM = 2651.19 (MATCH FS)
6" INV THRU = 2647.55
INSTALL 6" CLEAN-OUT
PER ISPWC SD-625
RIM = 2651.21 (MATCH FS)
6" INV THRU = 2648.05
INSTALL 6" - 22 1/2° BEND
6" INV THRU = 2646.40
90°
INSTALL 47.58 LF 6" PVC @ 1.05%
(ROOF DRAIN)
INSTALL 62.39 LF 6" PVC @ 1.84%
(ROOF DRAIN)
INSTALL 49.65 LF 6" PVC @ 1.81%
(R0OF DRAIN)
SEE MECHANICAL PLANS FOR
INTERIOR ROOF DRAIN P.O.C.
SEE MECHANICAL PLANS FOR
INTERIOR ROOF DRAIN P.O.C.
SEE MECHANICAL PLANS FOR
INTERIOR ROOF DRAIN P.O.C.
SEE MECHANICAL PLANS FOR
INTERIOR ROOF DRAIN P.O.C.
INSTALL 6" CLEAN-OUT
PER ISPWC SD-625
RIM = 2651.09 (MATCH FG)
6" INV THRU = 2648.05
INSTALL 6" CLEAN-OUT
PER ISPWC SD-625
RIM = 2651.05
(MATCH FG)
6" INV THRU = 2647.48
INSTALL 6" - 45° BEND
6" INV THRU = 2647.13
INSTALL 6" - 45° BEND
6" INV THRU = 2645.84
INSTALL 56.27 LF 6" PVC @ 1.01%
(ROOF DRAIN)
INSTALL 28.39 LF 6" PVC @ 1.23%
(ROOF DRAIN)
INSTALL 104.14 LF 6" PVC @ 1.24%
(ROOF DRAIN)
INSTALL 9.96 LF 6" PVC @ 1.20%
(ROOF DRAIN)
INSTALL 4" CLEAN-OUT
PER ISPWC SD-506
RIM = 2650.96 (MATCH FG)
4" INV THRU = 2646.59
SEE MECHANICAL PLANS FOR
INTERIOR SEWER P.O.C.
5.00'
INSTALL 4" CLEAN-OUT
PER ISPWC SD-506
RIM = 2650.74 (MATCH FG)
4" INV THRU = 2636.61
EXIST. SSCO 05-1.1 (TO BE REMOVED)
INSTALL 8"x4" REDUCER AND EXTEND
4" PVC 2.33 LF TO NEW 4" CLEAN-OUT
EXIST. 8" INV = 2636.56
INSTALL 35.37 LF 4" PVC @ 28.22%
EXIST. SSMH 05
EXIST. RIM = 2649.92
EXIST. 8" INV (W) = 2635.68
EXIST. 8" PVC @ 2.03%
EXIST. 8" WATER
89.2°
EXIST. 2" BLOW-OFF
(TO BE REMOVED)
EXTEND 8" PVC WATER MAIN
AS SHOWN
X WS
E11
E11
E90
K
K
K
K R V6 V6 V6 T6
K H
15.76'
5'
20' WIDE CITY OF MERIDIAN WATER EASEMENT (TYP.)
10'
13 LF 8" PVC WATER (FIRE)
63 LF 8" PVC WATER (FIRE)
61 LF 2" PVC WATER (DOMESTIC)
45°
13 LF 2" PVC WATER (DOMESTIC)
51 LF 8" PVC WATER (FIRE)
55 LF 2" PVC WATER (DOMESTIC)
72 LF 8" PVC WATER (FIRE)
79 LF 2" PVC WATER (DOMESTIC)
25 LF 2" PVC WATER (DOMESTIC)
P1
P2
47 LF 6" PVC WATER (FIRE)
10' 10'
21 LF 6" PVC WATER (FIRE)
X
3.00'
N
SB#1
SB#2
14.00'
43.00'
14.00'
88.00'
EXISTING POWER MANHOLE
TO BE RELOCATED
(BY OTHERS)
X
FF = 2651.25
EXIST. MERIDIAN CITY
WATER AND SEWER
EASEMENT
(TO BE VACATED)
EXIST. MERIDIAN CITY
WATER EASEMENT
(TO BE VACATED)
C.400
SITE UTILITY PLAN
4
NORTH
CIVIL INNOVATIONS
HORIZONTAL SCALE IN FEET
30 20 10 0 20 40
1SITE SCALE: 1" UTILITY = PLAN HORIZONTAL
20' - 0"
D:\Civil Innovations Projects\2019\19-0429-GR4 LOT 4\200 - Construction Drawings\205 - Construction\19-0429-GR-LOT4 - C.400 (Site Utility Plan).dwg
Benjamin P. Thomas
05/17/19
THESE DRAWINGS, OR ANY PORTION OR EXTENSION THEREOF,
SHALL NOT BE USED OR REPRODUCED ON ANY PROJECT
WITHOUT WRITTEN CONSENT FROM CIVIL INNOVATIONS, PLLC
REVISIONS
NO. DESCRIPTION BY DATE
CIVIL INNOVATIONS, PLLC
1043 E. PARK BLVD. STE 101
BOISE, ID 83712
PHONE: (208) 884-8181
www.civil-innovations.com
ISSUE DATE
19-0429-GR-
C.400
SHEET OF
CHECKED BY
DRAWN BY
DESIGNED BY
DWG FILE
PROJECT NO.
HORIZ. SCALE
VERT. SCALE
05/17/19
GRAMERCY SUBD. NO. 1 - LOT 4, BLOCK 3
MERIDIAN, IDAHO
BT
JTA
BT
AS SHOWN
AS SHOWN
6
4STORM DRAIN DATA
SEEPAGE BED NO. 1 - 2
DI#1A
DROP INLET, ACHD Supplemental Standard Drawing SD-601, TYPE I
TOP OF CURB = 2649.62
12" INV OUT (N) = 2646.12
INSTALL 26.32 LF 12" PVC C-900 (Water Quality Pipe) @ 0.53% TO DI#1B
SG#1A
1000 GALLON SAND AND GREASE TRAP (TRAFFIC RATED)
WITH 20" BAFFLE SPACING.
RIM (N) = 2649.21 (MATCH FS), GRATED LID (S) = 2649.13
(SEE DETAIL ON CONSTRUCTION DETAIL SHEET)
12" INV IN (S) = 2645.00
6" INV IN (E) = 2645.50
INLET BAFFLE 'C' = 2644.40
OUTLET BAFFLE 'B' = 2644.90
18" INV OUT (N) = 2644.15
INSTALL 5.75 LF 18" ADS N-12 HP @ 0.00% TO SB#1
SB#1
88'L x 14'W x 6.8'D SEEPAGE BED
See Detail On Construction Detail Sheet
DI#1B
DROP INLET, ACHD Supplemental Standard Drawing SD-601, TYPE I
TOP OF CURB = 2649.62
12" INV IN (S) = 2645.98
12" INV OUT (N) = 2645.98
INSTALL 50.56 LF 12" PVC @ 1.94% TO SG#1A
2SITE UTILITIES NOTES
1. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING
DRAWINGS. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE
COMMENCING WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED BY HIS
FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL CALL DIG
LINE AT (800) 342-1585 PRIOR TO ANY EXCAVATION.
2. CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING UTILITIES, EVEN IF NOT SHOWN.
3. THE CONTRACTOR SHALL HAVE PLANS STAMPED "APPROVED FOR CONSTRUCTION" BY THE CITY OF MERIDIAN PUBLIC
WORKS DEPARTMENT ON SITE AT ALL TIMES.
4. ANY CHANGE FROM THE PLANS SHALL BE APPROVED BY THE ENGINEER AND THE CITY OF MERIDIAN.
5. THE CONTRACTOR SHALL CONTACT THE CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT FOR INSPECTION OF ALL
STORM WATER FACILITIES. A MINIMUM 48-HOUR NOTICE IS REQUIRED. APPROVAL IS CONTINGENT UPON INSPECTION.
6. DOMESTIC AND FIRE SERVICE LINES REQUIRE A BACK FLOW PREVENTION DEVICE AT THE POINT OF ENTRY TO THE
BUILDING. THE TYPE OF DEVICE IS CONTINGENT UPON THE DEGREE OF HAZARD AND MUST MEET DEQ STANDARDS.
7. THE PRESSURE IRRIGATION IS OWNED AND MAINTAINED BY NAMPA AND MERIDIAN IRRIGATION DISTRICT.
3WATER CONSTRUCTION KEY NOTES
SG#2
1000 GALLON SAND AND GREASE TRAP (TRAFFIC RATED)
WITH 20" BAFFLE SPACING.
RIM (W) = 2649.64 (MATCH FS), GRATED LID (E)= 2649.62
(SEE DETAIL ON CONSTRUCTION DETAIL SHEET)
6" INV IN (S) = 2645.72
INLET BAFFLE 'C' = 2645.12
OUTLET BAFFLE 'B' = 2645.62
18" INV OUT (W) = 2644.87
INSTALL 5.0 LF 18" ADS N-12 HP @ 0.00% TO SB#2
SB#2
43'L x 14'W x 5.0'D SEEPAGE BED
See Detail On Construction Detail Sheet
DI#1C
DROP INLET, ACHD Supplemental Standard Drawing SD-601, TYPE I
TOP OF CURB = 2649.32
12" INV OUT (E) = 2645.82
INSTALL 62.60 LF 12" PVC @ 1.31% TO SG#1B
SG#1B
1000 GALLON SAND AND GREASE TRAP (TRAFFIC RATED)
WITH 20" BAFFLE SPACING.
GRATED LID (N) = 2648.90, RIM (S) = 2648.92 (MATCH FS)
(SEE DETAIL ON CONSTRUCTION DETAIL SHEET)
12" INV IN (W) = 2645.00
INLET BAFFLE 'C' = 2644.40
OUTLET BAFFLE 'B' = 2644.90
18" INV OUT (S) = 2644.15
INSTALL 5.0 LF 18" ADS N-12 HP @ 0.00% TO SB#1
These plans and/or specifications have been reviewed for
compliance with Meridian City Standards and Specifcations. This
review does not relieve the owner, engineer, or contractor of the
responsibility to design and/or construct those facilities incompliance
with all current applicable federal, state and local laws, rules,
regulations, ordinances, development agreements, specifications,
orders or approvals, all of which the City retains the right to enforce.
Inconsistencies not noted by City staff shall not be construed as
approved unless specifically addressed in writing by the City. Any
proposed revision to these plans must be submitted for review and
compliance with the Meridian City Standards and Specifications
before said revision is constructed.
Name Date
APPROVED FOR
CONSTRUCTION
V6 Valve, 6" Gate
T6 Tee, 6" WS 2" Water Service Connection Per City Of Meridian Standard Drawing No. W4
H Fire Hydrant Assembly Complete Per City of Meridian Standard Drawing No. W8
E11 Elbow, 8", 11 1/4° K P.C.C. Thrust Block (As Required Even If Not Shown)
E90 Elbow, 8", 90° X Potable/Non-Potable Crossing. See Water Notes No. 2 And 3 On Sheet C.100
R Reducer, 8" x 6"
P2
Connect 2" PVC Water (Domestic) To Interior Water Line, See Mechanical Plans
(See Site Utility Note 6 On This Sheet)
P1
Connect 6" PVC Water (Fire) To Interior Water Line, See Mechanical Plans
(See Site Utility Note 6 On This Sheet)
N
Unused 8" Service Line To Be Abandoned At The Water Main By Removing The
Gate Valve And Installing A Blind Flange. Remove And Dispose Of Existing 8" PVC.