Compass Charter School Pump Hse Site Plan24"
20"
10"
BLD
BLD
BLD
BUILDING
2.3' E
BUILDING
2.2' E
BUILDING 0.6' E
BUILDING EVE ON LINE
ROOF BEAM EXTENDS
OVER BOUNDARY 1.4'
25' LANDSCAPE SETBACK
25' LANDSCAPE SETBACK
25' LANDSCAPE SETBACK
20' STREET LANDSCAPE AND BLDG SETBACK
20' STREET LANDSCAPE & BLDG SETBACK
100'
50'
50'
100' WIDE
PURDEM
GULCH DRAIN
EASEMENT
S00°36'41"W 514.79'
S89°15'44"E 618.22'
S88°25'50"E 824.18'
S00°36'41"W 526.76'
69.53'
78.26'
80.46'
68.53'
PURDAM GULCH DRAIN
6"
MULTI
TRUNK
CO
CO
CO
CO
CO
CO
3
1
2
6
4
5
8
7
1
3
8
2 4
5
6
7
OH-E OH-E
OH-E
OH-E
OH-E
OH-E
CO
UG-E
STM
69.53'
78.26'
OH-E
UG-E
UG-E
UG-E UG-E UG-E
UG-E
2553
2545
2540
2540
2545
2549
2545
2545
2549
2549
2548
2550
2550
2537
2537
2537
2540
2545
2549
2541
2540
2540
2545
2548
2538
2538
2550
2540
2530
PROJECT No.
100 Grandville, Suite 030
Grand Rapids, MI 49503
616.458.5554
DRAWN BY:
CHECKED:
COPYRIGHT 2018-ALL RIGHTS RESERVED. THIS DRAWING REMAINS THE PROPERTY OF HENRICKSON ARCHITECTURE AND PLANNING AND IS FOR USE ONLY AS AUTHORIZED BY HENRICKSON ARCHITECTURE AND PLANNING
PARADIGM DESIGN
550 3 Mile NW Suite B
Grand Rapids, MI 49544
(616) 785-5656
333 E. State Street
Traverse City, MI 49684
(231) 346-3030
www.paradigmae.com
ARCHITECTS ENGINEERS
170901
BKV
BKH
JOB #: 1711150
FIRM #: 2840 (EXP. 04/30/2019)
NORTH BLACK CAT ROAD, MERIDIAN, IDAHO
445 Pettis Ave., Suite 201
Ada, Michigan 49301
Ph: 616.682.6100
C-112
CIVIL IRRIGATION
PLAN
NOTE: ALL UTILITIES SHOWN ARE APPROXIMATE
LOCATIONS FROM FIELD DATA AND AVAILABLE
INFORMATION. THEY SHOULD NOT BE INTERPRETED
AS EXACT LOCATIONS NOR SHOULD THEY BE
ASSUMED TO BE THE ONLY UTILITIES IN THE AREA.
WILLIS M. HADLOCK Jr., P.E.
ID - REGISTRATION #15063
EXP. DATE 01/31/2019
11.15.18
FINAL TO ACHD 12.06.18
NMID REVIEW 12-09-18
REV PER NMID 01/17/19
CITY CZC & DR 02-20-19
SCALE: 1" = 5' 0 5' 10'
3 PUMP HOUSE PLAN
FINISHED FLOOR EL. = 2548.42
DRAIN PLUG
6" COLLECTOR &
DISCHARGE PIPE
BOTTOM OF EL. = 2533.5
SEALED BOTTOM END
6"x6" D.I.
ELBOW
60" CONCRETE
WET WELL
SCALE: 1" = 10' 0 10' 20'
1 ENLARGED VIEW
1" DRAIN HOLE & DRAIN BOX
TO GROUND LEVEL
1 CUBIC FOOT GRAVEL SUMP
18"
6" D.I. DISCHARGE LINE TO
PRESSURE IRRIGATION NETWORK
BUTTERFLY VALVE, REMOVE HANDLE
EXCEPT FOR MAINTENANCE
FINISHED GRADE EL. = 2547.75
WATER TIGHT
CONNECTION (TYP)
SITE LOCATION NOT TO SCALE MAP
STREET ADDRESS: 286 N. BLACK CAT
ROAD (TEMPORARY)
CITY OF MERIDIAN
ADA COUNTY, IDAHO
SECTION 10, TOWN 03 N, RANGE 01 W
43°36'28" N, 116°27'12" W
PARCEL #: TBD
SITE LOCATION
N
PINE AVE
FRANKLIN RD (US-30)
TEN MILE RD
BLACK CAT RD
I-84
W OVERLAND ROAD
EL GATO LANE
PRESSURE IRRIGATION PUMP SECTION VIEW
24" CLEAR
MIN
ROOF HATCH 2 VALVES AND FILTER CONTROL. MODEL NO. VAF 250 WITH
2 ELECTRIC CONTROL VALVE AND FILTER CONTROL
WATER LEVEL EL. = 2541.00
SUPPORTS (TYP)
6"x6" ELBOW
FILTER
FILTER
FLUSHING VALVE
DISCHARGE
LINE
6" DISCHARGE LINE
6" FLOW METER PROPOSED LEGEND
SIGN
HYDRANT
DITCH
FENCE
CENTER LINE
LANDSCAPE CURB
STANDARD CURB & GUTTER
HEAVY DUTY BITUMINOUS
STANDARD DUTY BITUMINOUS
CONCRETE PAVEMENT
CONCRETE SIDEWALK
LANDING AREA
GM SIDEWALK RAMP
XFMR
BUMPER BLOCK
TRANSFORMER
GAS METER
POND / BASIN
GRAVEL
LIGHT POLE WITH BASE
(SEE ELECTRICAL DRAWINGS)
CHECK STRUCTURE
(DETAIL #4 / C-112)
FIRST STREET WELDING,
CLEAR WATER FILTER (4X2) & CHAMBER
CENTER OF SCREEN EL. 2541.00
(DETAIL #2 / C-112)
1 EA - TEE, 6 INCH BY 4 INCH
10 FT - D.I. PIPING, 6 INCH (TEE TO BLDG)
1 EA - ISOLATION VALVE, 6 INCH
(BY OTHERS)
1
C-112
POSSIBLE FUTURE
TRACK WITH SOCCER
FIELD
POSSIBLE
FUTURE
PARKING AREA
550 FT - 4 INCH IRRIGATION
PIPING TO SITE IRRIGATION
SYSTEM
12' WIDE, 8 INCH GRAVEL ACCESS
ROAD TO PUMP STATION (800 SYD)
ELECTRIC SERVICE FROM
N BLACK CAT ROAD
SCALE: 1" = 5' 0 5' 10'
4 CHECK DAM DETAIL
C L
A A
27.33'
13.33'
#4 BAR @ 18" O.C.
EACH WAY (TYP)
7'
6'
7' 13.33' 7'
27.33'
1' 5.5'
SECTION A-A
1'
TYPICAL CHANNEL BANKS
(1:1.5±)
#4 BAR @ 18" O.C.
EACH WAY
6' 6'
15" PIPE FROM FILTER
IE = 2536.81
3
C-112
FUTURE PUMP 7 1/2 HP LINE SHAFT
TURBINE PUMP
H.W.L. 2541.00
6" D.I. PIPE
6" ISOLATION VALVE
3 1/2" GROVE FOR
STOP PLANK (TYP)
4"
PROPOSED
12'x16' PUMP HOUSE
FF = 2548.42
(BY OTHERS)
FUTURE
IRRIGATION STUB
4" IRRIGATION TO
SITE IRRIGATION SYSTEM
2
C-112
NOT TO SCALE
FIRST STREET WELDING
2 SCREEN STRUCTURE
4
.52
4
15" TO WET WELL
EL. = 2541.00
CENTER OF SCREEN (HWL)
EL. = 2538
1' 2'
THICKENED EDGE SLAB WITH 2-#5 BARS CONTINUOUS
12" TALL BY 6' WIDE STEM WALL WITH 1-#5 BARS
CONTINUOUS AND #5 DOWELS AT 24" O.C.
6" FLOOR SLAB
12" RIP RAP WITH NON-WOVEN
FILTER FABRIC ON ALL
DISTURBED SLOPES AND
CHANNEL BOTTOM
2'x2" I.D. CHANNEL FOR CLEAR
WATER SCREEN FRAME TO SLIDE
INTO FER MANUFACTURER (FIRST
STREET WELDING)
2" SCHEDULE 40 PVC FLUSH
LINE FROM FILTER
(COORDINATE WITH PLUMBER)
2" ELECTRICAL CONDUIT WITH
PULL WIRE FOR POWER TO
CLEAR WATER SCREEN
(COORDINATE WITH
ELECTRICIAN)
1" 200 PSI POLY WATER
LINE FOR CLEAR WATER
FILTER SCREEN CLEANING
SPRAY JETS (COORDINATE
WITH PLUMBER)
15" STORM WATER PIPE
FROM CLEAR WATER
FILTER TO WET WELL
15" C-10 HEAD GATE
46'
32'
1.33'
1'
TOP OF SLAB 2537.00
TOP OF WALL 2542.50
1' 1'
#4 BAR @ 18" O.C.
EACH WAY
#4 BAR @ 18" O.C.
EACH WAY
#4 BAR @ 18" O.C.
EACH WAY (TYP)
#4 BAR @ 18" O.C.
EACH WAY (TYP)
1.33'
7' 7'
PROPOSED LOT LINE
PROPOSED LOT LINE
10'
20'
20'
PROPERTY LINE/FUTURE
ROW LINE