BPM005756_PLANS_-_1507_St_Johns_Range_Water_Retention_Project_-_IFB.pdf
PDF 24 MB Posted
- Attached to
- St. Johns Shooting Range Water Retention Project
- Solicitation number
- BPM005756
- Issued by
- Apache County, Arizona
About this file
These are construction plans for the St. Johns Shooting Range Water Retention Project prepared for the Arizona Game and Fish Department (AGFD) in Apache County, Arizona. The project involves construction of new lead containment basins and roadway improvements at an existing shooting range to protect against contamination of tributary water. The work includes three primary lead containment basins (Basin 1, Basin 2A/2B, and Basin 3) with a combined volume of approximately 83,731 cubic feet, along with associated storm drain infrastructure, roadway improvements, berm construction, and channel work. Basin 1 requires 3,534 cubic yards of net fill; Basins 2A and 2B require 101 and 321 cubic yards of net cut, respectively; and Basin 3 provides 43,023 cubic feet of volume. Additional roadwork requires 1,167 cubic yards of net fill, and east berm and channel work requires 860 cubic yards of net cut. The project site is located at the St. Johns Shooting Range, three miles north of St. Johns, Arizona 85936. A pre-bid meeting was scheduled for October 25, 2023, at 11:30 a.m. on site. Solicitation Amendment One changed the bid due date to November 16, 2023, due to system maintenance on the original due date of November 8, 2023.
The plans were prepared by J2 Engineering and Environmental Design, LLC, with Jason Touchin, P.E., serving as the civil engineer. The project manager is identified as NARA SIN, P.E., with the Arizona Game and Fish Department. All earthwork compaction must comply with Maricopa Association of Governments (MAG) specifications, with basin excavation materials screened and reused for berm improvement and compacted to 90 percent density. All excess material must be stockpiled on site, and no material shall be removed from the shooting range property. Construction must follow current MAG specifications and standard details, with all work subject to approval by the field engineer. Trees and shrubs shall be salvaged and replanted when possible, and all disturbed areas, including the backside of berms, ditches, and berms themselves, shall be seeded. The plans specify the use of 24-inch Class V RGRCP culvert pipes, straight-type headwalls per MAG standard details, metal flared end sections, and concrete ford crossings. Utilities must be marked in accordance with Arizona Blue Stake, Inc. before excavation commences.
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C O
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ARIZONA GAME AND FISH DEPARTMENT
ST. JOHNS SHOOTING RANGE
COVER SHEET
HORIZONTAL CONTROL
& GENERAL NOTES
SITE PLAN
BASIN AND BERM SECTIONS
DETAILS
4 - 8
9 - 10
GN 1.01
HC 1.01
CV 1.01
CV 3.01 - CV 3.05
CV 4.01 - CV 4.02
SHEET NO DESCRIPTION DWG NO
SHEET INDEX
LOCATION MAP
NOT TO SCALE
ARIZONA DEPARTMENT OF ADMINISTRATION
GN 1.01
SHEET NO.:DRAWING NO.:
OF
DESIGNED BY: DRAWN BY:
CHECKED BY: APPROVED BY:
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# DATE DESCRIPTION
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4649 EAST COTTON GIN LOOP, SUIT B2
PHOENIX, AZ 85040
PHONE: (602)438-2221
EMAIL: info@J2design.us
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ARIZONA GAME & FISH DEPT.
5000 WEST CAREFREE HWY.
PHOENIX, AZ 85086
PHONE: (602) 123-4567
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HWY. 180
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NORTHEASTERN ARIZONA
SPORTSMANS ASSOCATIONS, INC
TOWNSHIP 13N
RANGE 28E
SECTION 10
GOVERNOR: DOUGLAS A. DUCEY DIRECTOR: ANDY TOBIN
CIVIL ENGINEER:
J2 engineering and environmental design, LLC
4649 E. Cotton Gin Loop, Suite B2
Phoenix, AZ 85040
Contact: Jason Touchin, P.E.
Phone: (602) 438-2221 ext. 128
PROJECT MANAGER:
ARIZONA GAME AND FISH DEPARTMENT
5000 CAREFREE HWY.
Phoenix, AZ 85086
Contact: NARA SIN, P.E.
Phone: (623) 236-7477
VICINITY MAP
NOT TO SCALE
BASIS OF BEARINGS:
BASIS OF BEARING LOCATED ON SHEET HC 1.01
BASIS OF ELEVATIONS:
BASIS OF ELEVATIONS LOCATED ON SHEET HC 1.01
PROJECT DESCRIPTION:
CONSTRUCTION OF NEW LEAD CONTAINMENT BASINS AND ROADWAY IMPROVEMENTS
OF AN EXISTING SHOOTING RANGE, TO PROTECT AGAINST CONTAMINATION OF TRIBUTARY WATER.
PROJECT ADDRESS:
ST. JOHNS, APACHE COUNTY
AZ 85936
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HC 1.01
SHEET NO.:DRAWING NO.:
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CHECKED BY: APPROVED BY:
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4649 EAST COTTON GIN LOOP, SUIT B2
PHOENIX, AZ 85040
PHONE: (602)438-2221
EMAIL: info@J2design.us
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ARIZONA GAME & FISH DEPT.
5000 WEST CAREFREE HWY.
PHOENIX, AZ 85086
PHONE: (602) 123-4567
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ALL EARTHWORK COMPACTION SHALL COMPLY WITH MARICOPA
ASSOCIATION OF GOVERNMENTS (MAG) SPECIFICATIONS SECTION 601.
ALL BASIN EXCAVATION TO BE USED ON IMPROVING, PLATING AND
RESURFACING EXISTING SHOOTING BERMS SHALL BE SCREENED TO
REMOVE ROCKS AND COBBLES LARGER THAN 2” IN DIAMETER. BERM
WORK SHALL BE COMPACTED TO 90% DENSITY PER MAG
SPECIFICATIONS SECTION 301.
ALL EXCESS MATERIAL SHALL BE STOCKPILED AT A LOCATION
DESIGNATED BY THE RESIDENT ENGINEER/INSPECTOR OR
REPRESENTATIVE OF THE AZ GAME AND FISH DEPARTMENT. MAXIMUM
STOCKPILE HEIGHT AND SIDE SLOPES TO BE DETERMINED IN THE FIELD.
NO EXCESS MATERIAL SHALL BE REMOVED FROM THE SHOOTING
RANGE SITE.
EARTHWORK NOTES:
1.
2.
3.
THE CONTRACTOR SHALL FIELD VERIFY ALL INFORMATION BEFORE ANY CONSTRUCTION WORK COMMENCES.
OBSTRUCTIONS TO PROPOSED IMPROVEMENTS SHALL BE REMOVED OR RELOCATED BEFORE BEGINNING OF CONSTRUCTION.
ACTUAL POINT OF EARTHWORK MATCHING AND GRADING TERMINATION SHALL BE DETERMINED IN THE FIELD BY THE FIELD ENGINEER.
ALL EARTH WORK COMPACTION SHALL COMPLY WITH MARICOPA ASSOCIATION OF GOVERNMENTS (MAG) SECTION 601. ALL EARTHWORK COMPACTION SHALL BE TO 90% (STANDARD) PROCTOR, UNLESS OTHERWISE NOTED.
AN APPROVED SET OF PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. DEVIATIONS FROM THE PLAN MUST BE APPROVED BY THE FIELD ENGINEER.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE MOST CURRENT ADOPTED MAG SPECIFICATIONS AND STANDARD DETAILS AS SUPPLEMENTED BY GAME AND FISH OR WITHIN THESE PLANS.
ANY WORK PERFORMED WITHOUT THE APPROVAL OF THE FIELD ENGINEER AND/OR ALL WORK AND MATERIAL NOT IN CONFORMANCE WITH THE MAG SPECIFICATIONS IS SUBJECT TO REMOVAL AND
REPLACEMENT AT THE CONTRACTOR'S EXPENSE.
ALL TREES AND SHRUBS SHALL BE SALVAGED AND REPLANTED WHEN POSSIBLE.
UNLESS OTHERWISE NOTED, PIPES SHALL BE BEDDED AND COMPACTED IN ACCORDANCE TO MAG STANDARD DETAIL 200-1 AND MAG SPECIFICATIONS SECTION 702, 601 OR CLSM PER SECTION 604 AND 728.
AREAS TO BE SEEDED INCLUDE THE BACKSIDE OF ALL BERMS (LATERAL AND BACKSTOPS), ALL DITCHES, ALL BERMS, AND ALL AREAS DISTURBED DURING CONSTRUCTION.
GENERAL NOTES:
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
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S I T
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SHEET NO.:DRAWING NO.:
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DESIGNED BY: DRAWN BY:
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4649 EAST COTTON GIN LOOP, SUIT B2
PHOENIX, AZ 85040
PHONE: (602)438-2221
EMAIL: info@J2design.us
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ARIZONA GAME & FISH DEPT.
5000 WEST CAREFREE HWY.
PHOENIX, AZ 85086
PHONE: (602) 123-4567
00 100' 200'
SCALE: 1"=100'
Call at least two full working days before you begin excavation.
Dial 8-1-1 or 1-800-STAKE-IT (782-5348)
In Maricopa County: (602) 263-1100
Arizona Blue Stake, Inc.
BASIN 11
CV 3.01
BASIN 2A 1
CV 3.02
BASIN 3 1
CV 3.03
BERM 1 1
CV 3.05BASIN 2B2
CV 3.02
EXISTING FENCE
(PROTECT IN PLACE)
EXISTING ACCESS ROAD
EXISTING FENCE
(PROTECT IN PLACE)
EXISTING ACCESS ROAD
EXISTING FENCE
(PROTECT IN PLACE)
EXISTING FENCE
(PROTECT IN PLACE)
EXISTING FENCE
(PROTECT IN PLACE)
EXISTING
SHOOTING
RANGE
EXISTING FENCE
TO BE REMOVED
'STRAIGHT TYPE' HEADWALL
PER MAG DTL 501-1 & 501-2
METAL FLARE
SD PROFILE
RETAINING WALL 1
CV 4.02
OUTFALL WEIR4
CV 4.02
CV 4.01
CV 4.02
CV 4.02
STORM DRAIN
PROFILES
CV 4.01
CV 4.01
BERM 2 1
CV 3.04
CHANNEL 12
CV 3.04
METAL FLARE3
CV 4.02
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ELEV:5640.51
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ELEV:5640.30
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ELEV:5641.00
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ELEV:5640.50
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ELEV:5641.00
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ELEV:5640.50
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ELEV:5640.18
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ELEV:5640.99
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ELEV:5638.00
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ELEV:5638.00
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ELEV:5641.00
N:1292606.48 E:941728.44
ELEV:5638.00
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ELEV:5647.00
N:1292573.59 E:941776.05
ELEV:5638.00
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ELEV:5641.00
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ELEV:5643.00
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ELEV:5641.00
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4649 EAST COTTON GIN LOOP, SUIT B2
PHOENIX, AZ 85040
PHONE: (602)438-2221
EMAIL: info@J2design.us
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ARIZONA GAME & FISH DEPT.
5000 WEST CAREFREE HWY.
PHOENIX, AZ 85086
PHONE: (602) 123-4567
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00 20' 40'
SCALE: 1"=20'
Call at least two full working days before you begin excavation.
Dial 8-1-1 or 1-800-STAKE-IT (782-5348)
In Maricopa County: (602) 263-1100
Arizona Blue Stake, Inc.
10:1
10:1
10:1
10:1
EXISTING PROPERTY LINE
AND EXISTING FENCE TO
PROTECT IN PLACE
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EXISTING TRAP/SKEET FIELD
MATCH EXISTING
MATCH EXISTING
MATCH
EXISTING
LEAD CONTAINMENT BASIN 1
BASIN TOP ELEV: 5641.00'
BASIN BOTTOM ELEV: 5638.00'
VOLUME PROVIDED: 33,070 CF
FORD CROSSING
SEE ENLARGEMENT
DTL 2 THIS SHEET
EXISTING PROPERTY LINE
AND EXISTING FENCE TO
PROTECT IN PLACE
LIMIT OF DISTURBANCE
AT EXISTING FENCE
EXISTING PROPERTY LINE
AND EXISTING FENCE TO
PROTECT IN PLACE
ENLARGEMENT
1" = 10'
BASIN 1
1" = 20'
00 10' 20'
SCALE: 1"=10'
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AutoCAD SHX Text CONSTRUCT LEAD CONTAINMENT BASIN PER GEOMETRY POINTS SHOWN CONSTRUCT FORD CROSSING PER MAG STD DTL 552. SEE DTL 1 ON SHT CV 4.02 IMPROVE ROADWAY PER GEOMETRY POINTS ON PLANS. GRADE NATIVE & COMPACT TO 90% DENSITY
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CONSTRUCTION NOTES
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EARTHWORK QUANTITIES FOR BASIN 1
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CUT (CY)
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FILL (CY)
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NET FILL (CY)
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N:1292104.32 E:942271.53
ELEV:5639.00
N:1292069.04 E:942287.04
ELEV:5638.00
N:1292149.58 E:942134.26
ELEV:5639.00
N:1292133.68 E:942176.79
ELEV:5637.00 N:1292117.15
E:942216.64
ELEV:5635.00
N:1292109.43 E:942231.62
ELEV:5635.00
N:1292108.03 E:942239.34
ELEV:5635.00
N:1292105.69 E:942234.69
ELEV:5635.00
N:1292044.33 E:942295.81
ELEV:5637.00
N:1292025.73 E:942257.29
ELEV:5637.00
N:1292042.40 E:942266.26
ELEV:5634.00
N:1292050.17 E:942265.26
ELEV:5634.03
N:1292040.47 E:942256.93
ELEV:5634.02
N:1292072.38 E:942217.14
ELEV:5634.00
N:1292123.08 E:942127.41
ELEV:5637.00
N:1292128.99 E:942132.24
ELEV:5637.00
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N:1292145.58 E:942129.25
ELEV:5638.00
N:1292128.90 E:942239.35
ELEV:5639.00
N:1292099.97 E:942268.25
ELEV:5638.00
N:1292035.36 E:942281.91
ELEV:5636.99
N:1292090.49 E:942189.47
ELEV:5635.00
N:1292108.84 E:942160.45
ELEV:5636.00
N:1292128.05 E:942126.72
ELEV:5637.00
N:1292063.01 E:942209.64
ELEV:5637.00
N:1292083.21 E:942183.49
ELEV:5637.00
N:1292103.53 E:942156.59
ELEV:5637.00
56375638
CV 3.02
SHEET NO.:DRAWING NO.:
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DESIGNED BY: DRAWN BY:
CHECKED BY: APPROVED BY:
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REVISIONS
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4649 EAST COTTON GIN LOOP, SUIT B2
PHOENIX, AZ 85040
PHONE: (602)438-2221
EMAIL: info@J2design.us
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11/03/21
ARIZONA GAME & FISH DEPT.
5000 WEST CAREFREE HWY.
PHOENIX, AZ 85086
PHONE: (602) 123-4567
B A
S
R
M
S
E C
T I O
N S
00 10' 20'
SCALE: 1"=10'
Call at least two full working days before you begin excavation.
Dial 8-1-1 or 1-800-STAKE-IT (782-5348)
In Maricopa County: (602) 263-1100
Arizona Blue Stake, Inc.
4:1
4:1
4:1
4:1
STORM
DRAIN
4:1
EXISTING FENCE
(PROTECT IN PLACE)
EXISTING FENCE
(PROTECT IN PLACE)
10:1
20:1
MATCH EXISTING
MATCH EXISTING
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LIMITS
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N:
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LEAD CONTAINMENT BASIN 2A
BASIN TOP ELEV: 5638.00'
BASIN BOTTOM ELEV: 5635.00'
VOLUME PROVIDED: 2,008 CF
LEAD CONTAINMENT BASIN 2B
BASIN TOP ELEV: 5637.00'
BASIN BOTTOM ELEV: 5634.00'
VOLUME PROVIDED: 5,630 CF
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AutoCAD SHX Text CONSTRUCT LEAD CONTAINMENT BASIN PER GEOMETRY POINTS PLANS. CONSTRUCT 'STRAIGHT TYPE' HEAD WALL PER MAG STD DTL 501-1 & 501-2. SEE DTL 2 ON SHT CV 4.02 CONSTRUCT 24" CLASS V RGRCP CULVERT PIPE. SEE PROFILE 1 ON SHT CV 4.01 INSTALL METAL FLARED END SECTION PER DTL 3 ON SHT CV 4.02 IMPROVE ROADWAY PER GEOMETRY POINTS ON SHT CV 3.03. GRADE NATIVE AND COMPACT TO 90% DENSITY
AutoCAD SHX Text
CONSTRUCTION NOTES
AutoCAD SHX Text
EARTHWORK QUANTITIES FOR BASIN 2A & 2B
AutoCAD SHX Text
BASIN
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CUT (CY)
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FILL (CY)
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NET CUT (CY)
AutoCAD SHX Text 2A
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N:1291898.81 E:942591.91 Elev:5636.01
N:1291898.17 E:942654.18 Elev:5636.00
N:1291899.39 E:942735.22 Elev:5636.00 N:1291889.39
E:942765.92 Elev:5636.00
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N:1291756.54 E:942738.75 Elev:5636.03
N:1291811.00 E:942672.69 Elev:5636.01
N:1291878.56 E:942591.88 Elev:5636.02
N:1291905.30 E:942602.52 Elev:5636.00
N:1291925.26 E:942734.17 Elev:5639.99
N:1291883.85 E:942796.32 Elev:5639.89
N:1291816.54 E:942795.47 Elev:5638.02
N:1291762.77 E:942788.58 Elev:5638.02
N:1291795.32 E:942784.84 Elev:5640.00
N:1291763.14 E:942776.98 Elev:5640.00
N:1291737.00 E:942760.42 Elev:5639.98
N:1291734.97 E:942772.35 Elev:5638.00
N:1291738.29 E:942726.04 Elev:5639.97 N:1291731.99 E:942721.03 Elev:5637.96
N:1291787.04 E:942670.51 Elev:5639.97
N:1291779.64 E:942660.32 Elev:5637.00
N:1291796.97 E:942635.66 Elev:5637.00
N:1291808.38 E:942644.18 Elev:5639.98
N:1291860.93 E:942578.03 Elev:5639.97
N:1291858.18 E:942570.30 Elev:5638.00
N:1291867.77 E:942771.49 Elev:5636.00 s
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N:1291937.95 E:942676.00 Elev:5640.79
N:1291946.52 E:942557.12 Elev:5640.01
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N:1292046.55 E:942337.65 Elev:5638.62
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N:1292057.55 E:942454.67 Elev:5640.05
N:1292083.74 E:942489.70 Elev:5640.86
N:1292103.07 E:942510.84 Elev:5641.86
N:1292143.07 E:942549.30 Elev:5643.79
N:1292261.68 E:942646.00 Elev:5646.81
N:1292256.12 E:942654.15 Elev:5646.63
N:1292136.70 E:942557.02 Elev:5643.23
N:1292047.01 E:942456.56 Elev:5640.01
N:1292026.27 E:942378.72 Elev:5638.45
N:1292022.98 E:942378.00 Elev:5638.23
N:1292024.90 E:942377.12 Elev:5638.33
N:1291975.36 E:942504.56 Elev:5640.00
N:1291973.19 E:942510.39 Elev:5639.99
N:1291963.77 E:942535.41 Elev:5638.89
N:1291958.44 E:942553.34 Elev:5639.09
N:1291947.14 E:942606.51 Elev:5640.63
N:1291943.06 E:942629.89 Elev:5640.80
N:1291946.10 E:942744.27 Elev:5640.70
N:1291954.56 E:942775.52 Elev:5640.53
N:1291966.36 E:942826.37 Elev:5640.29
N:1291979.16 E:942879.61 Elev:5640.02
N:1291983.75 E:942905.21 Elev:5639.90
N:1291999.00 E:942919.87 Elev:5639.79
N:1292032.16 E:942928.99 Elev:5639.63
N:1292092.39 E:942943.15 Elev:5639.34
N:1292121.42 E:942952.65 Elev:5638.01
N:1292129.09 E:942955.17 Elev:5637.99
N:1292140.67 E:942959.08 Elev:5638.99
N:1292204.63 E:942981.45 Elev:5640.73
N:1292201.44 E:942991.10 Elev:5640.47
N:1292134.64 E:942969.48 Elev:5638.98
N:1292139.51 E:942971.23 Elev:5639.41
N:1292103.80 E:942958.70 Elev:5639.46
N:1292129.18 E:942967.67 Elev:5638.51N:1292117.68
E:942963.85 Elev:5638.20
N:1292067.33 E:942947.74 Elev:5639.53
N:1292015.74 E:942938.56 Elev:5639.64
N:1291987.29 E:942948.02 Elev:5639.70
N:1291970.04 E:942969.14 Elev:5639.75 N:1291955.79
E:943035.54 Elev:5639.88
N:1291938.46 E:943031.40 Elev:-0.53
N:1291957.72 E:942929.94 Elev:5639.93
N:1291953.21 E:942828.90 Elev:5640.48
N:1291928.15 E:942819.70 Elev:5640.16
N:1291941.71 E:942818.57 Elev:5640.31
N:1291694.90 E:942882.50 Elev:5637.61
N:1291671.69 E:942891.78 Elev:5637.52
N:1291652.18 E:942907.99 Elev:5637.46
N:1291632.71 E:942931.36 Elev:0.00
N:1291626.47 E:942925.92 Elev:5637.58
N:1291645.35 E:942902.76 Elev:5637.26
N:1291676.62 E:942877.09 Elev:5637.38
N:1291922.92 E:942810.80 Elev:5639.95
N:1291942.91 E:942779.31 Elev:5640.20
N:1291924.01 E:942688.39 Elev:5640.57
N:1291941.89 E:942568.77 Elev:5640.26
N:1291948.04 E:942524.96 Elev:5640.00
N:1291949.99 E:942519.14 Elev:5639.98
N:1291952.58 E:942513.09 Elev:5639.02
N:1291954.82 E:942508.54 Elev:5639.82
N:1292016.56 E:942362.93 Elev:5638.60
N:1292108.17 E:942948.05 Elev:5638.43
56405640 56
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395639
CV 3.03
SHEET NO.:DRAWING NO.:
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DESIGNED BY: DRAWN BY:
CHECKED BY: APPROVED BY:
SCALE: DATE:
# DATE DESCRIPTION
REVISIONS
CLIENT:
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4649 EAST COTTON GIN LOOP, SUIT B2
PHOENIX, AZ 85040
PHONE: (602)438-2221
EMAIL: info@J2design.us
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11/03/21
ARIZONA GAME & FISH DEPT.
5000 WEST CAREFREE HWY.
PHOENIX, AZ 85086
PHONE: (602) 123-4567
B A
S
R
M
S
E C
T I O
N S
00 30' 60'
SCALE: 1"=30'
Call at least two full working days before you begin excavation.
Dial 8-1-1 or 1-800-STAKE-IT (782-5348)
In Maricopa County: (602) 263-1100
Arizona Blue Stake, Inc.
STORM
DRAIN
3B
STORM
DRAIN
3A
3A
3B
4:1
LIMITS
LIMITS
LIMITS
LIMITS
LIMITS
TOP OF BERM
WIDTH = 4'
BOTTOM
WIDTH = 12'
BOTTOM
WIDTH = 12'
TOP OF BERM
WIDTH = 4'
TOP OF BERM
WIDTH = 4'
N:1291964.49
E:942614.87
N:1291965.66
E:942736.65
N:1291900.54
E:942709.12
N:1291907.51
E:942610.96
LEAD CONTAINMENT BASIN 3
BASIN TOP ELEV: 5638.00'
BASIN BOTTOM ELEV: 5636.00'
VOLUME PROVIDED: 43,023 CF
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EARTHWORK QUANTITIES FOR ROADWORK
AutoCAD SHX Text
CUT (CY)
AutoCAD SHX Text
FILL (CY)
AutoCAD SHX Text
NET FILL (CY)
AutoCAD SHX Text
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AutoCAD SHX Text CONSTRUCT LEAD CONTAINMENT BASIN PER GEOMETRY POINTS PLANS. CONSTRUCT 'STRAIGHT TYPE' HEAD WALL PER MAG STD DTL 501-1 & 501-2. SEE DTL 2 ON SHT CV 4.02 CONSTRUCT 24" CLASS V RGRCP CULVERT PIPE. SEE PROFILE 2 ON SHT CV 4.01 CONSTRUCT 24" CLASS V RGRCP CULVERT PIPE. SEE PROFILE 3 ON SHT CV 4.01 INSTALL METAL FLARED END SECTION PER DTL 3 ON SHT CV 4.02 CONSTRUCT OUTFALL WEIR PER DTL 4 ON SHT CV 4.02 IMPROVE ROADWAY PER GEOMETRY POINTS ON PLANS. GRADE NATIVE & COMPACT TO 90% DENSITY CONSTRUCT BERM PER PLANS AND DTL 1 ON SHT CV 3.05 CONSTRUCT CHANNEL PER PLANS AND DTL 2 ON SHT CV 3.05
CONSTRUCTION NOTES
N:1292191.56 E:942608.14 Elev:5644.00 s
N:1292213.50 E:942620.57 Elev:5645.00
N:1292190.07 E:942615.31 Elev:5644.00
N:1292187.06 E:942612.02 Elev:5643.00
N:1292183.99 E:942611.97 Elev:5643.00
N:1292180.54 E:942615.31 Elev:5644.00
N:1292187.25 E:942608.01 Elev:5643.00
N:1291975.82 E:942592.15 Elev:5640.00
N:1291995.51 E:942586.22 Elev:5641.00
N:1292014.82 E:942579.59 Elev:5642.00
N:1292041.22 E:942570.57 Elev:5643.00
N:1292096.54 E:942564.27 Elev:5644.00
N:1292128.18 E:942562.35 Elev:5644.00
N:1292156.01 E:942584.46 Elev:5642.00
N:1292165.16 E:942585.55 Elev:5643.00
N:1292131.15 E:942552.57 Elev:5643.00
N:1292106.44 E:942523.56 Elev:5642.00
N:1292069.47 E:942522.81 Elev:5641.00
N:1292036.79 E:942559.37 Elev:5641.00
N:1291965.52 E:942614.87 Elev:5637.50
N:1291980.80 E:942615.79 Elev:5638.00
N:1292070.63 E:942841.24 Elev:5638.96
N:1292130.64 E:942996.61 Elev:5639.00
N:1292110.00 E:942948.23 Elev:5639.00
N:1292087.03 E:942898.45 Elev:5639.00
N:1292017.94 E:942809.34 Elev:5639.00
N:1292000.14 E:942766.12 Elev:5638.00
N:1291964.19 E:942726.99 Elev:5638.00
N:1291965.04 E:942745.44 Elev:5638.00
CV 3.04
SHEET NO.:DRAWING NO.:
OF
DESIGNED BY: DRAWN BY:
CHECKED BY: APPROVED BY:
SCALE: DATE:
# DATE DESCRIPTION
REVISIONS
CLIENT:
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4649 EAST COTTON GIN LOOP, SUIT B2
PHOENIX, AZ 85040
PHONE: (602)438-2221
EMAIL: info@J2design.us
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11/03/21
ARIZONA GAME & FISH DEPT.
5000 WEST CAREFREE HWY.
PHOENIX, AZ 85086
PHONE: (602) 123-4567
B A
S
R
M
S
E C
T I O
N S
00 20' 40'
SCALE: 1"=20'
Call at least two full working days before you begin excavation.
Dial 8-1-1 or 1-800-STAKE-IT (782-5348)
In Maricopa County: (602) 263-1100
Arizona Blue Stake, Inc.
STORM
DRAIN
3A
BERM 2 DETAIL
1" = 20'
CHANNEL 1 DETAIL
1" = 20'
STORM
DRAIN
3B
4:1
4:1
4:1
4:1
4:1
4:1
3A
3B
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AutoCAD SHX Text CONSTRUCT 'STRAIGHT TYPE' HEAD WALL PER MAG STD DTL 501-1 & 501-2. SEE DTL 2 ON SHT CV 4.02 CONSTRUCT 24" CLASS V RGRCP CULVERT PIPE. SEE PROFILE 2 ON SHT CV 4.01 CONSTRUCT 24" CLASS V RGRCP CULVERT PIPE. SEE PROFILE 3 ON SHT CV 4.01 IMPROVE ROADWAY PER GEOMETRY POINTS ON PLANS. GRADE NATIVE & COMPACT TO 90% DENSITY CONSTRUCT BERM PER PLANS CONSTRUCT CHANNEL PER PLANS
N:1292345.87 E:943140.77
ELEV:5644.00
N:1292233.32 E:943218.25
ELEV:5642.04
N:1292360.45 E:943154.82
ELEV:5641.10
N:1291836.32 E:943253.97
ELEV:5640.38
N:1291832.09 E:943226.27
ELEV:5640.76
N:1291832.70 E:943223.44
ELEV:5641.24
N:1291829.60 E:943212.83
ELEV:5644.00
N:1291834.31 E:943214.97
ELEV:5642.60
N:1292331.53 E:943133.77
ELEV:5648.00
N:1292357.55 E:943163.63
ELEV:5647.84
N:1292280.04 E:943201.87
ELEV:5647.54
ELEV:5647.21
N:1291902.95 E:943297.63
ELEV:5646.22
N:1292311.65 E:943144.01
ELEV:5646.95
N:1292275.13 E:943153.88
ELEV:5646.85
N:1292235.34 E:943170.59
ELEV:5646.74
N:1292184.98 E:943202.55
ELEV:5645.92
N:1292122.77 E:943236.38
ELEV:5645.74
N:1292070.33 E:943238.94
ELEV:5644.94
N:1292012.15 E:943240.62
ELEV:5644.79
N:1291950.13 E:943238.71
ELEV:5643.90
N:1291909.26 E:943236.45
ELEV:5643.81
N:1291839.73 E:943209.01
ELEV:5643.01
X X
X X
XX
X N:1291962.84
E:943258.24
ELEV:5646.22
N:1291961.99 E:943278.33
ELEV:5646.22
N:1292096.08 E:943257.16
ELEV:5646.22
N:1292098.31 E:943277.06
ELEV:5646.22
N:1292221.77 E:943201.47
ELEV:5646.22
N:1292338.39 E:943149.06
ELEV:5646.22
N:1292350.45 E:943164.42
ELEV:5646.22
N:1292356.13 E:943159.23
ELEV:5646.22
N:1292343.65 E:943143.70
ELEV:5646.22
N:1292335.93 E:943130.43
ELEV:5648.00
N:1292324.64 E:943130.02
ELEV:5648.00
N:1292253.29 E:943154.68
ELEV:5648.00
N:1292254.73 E:943160.74
ELEV:5648.00 N:1292212.04
E:943187.47
ELEV:5648.00
N:1292214.48 E:943190.60
ELEV:5648.00
N:1292218.18 E:943195.36
ELEV:5648.00
N:1292210.35 E:943181.39
ELEV:5648.00
N:1292183.87 E:943198.62
ELEV:5648.00
N:1292187.99 E:943209.19
ELEV:5648.00
N:1292189.56 E:943212.90
ELEV:5648.00
N:1292094.91 E:943234.08
ELEV:5648.00
N:1292094.95 E:943240.16
ELEV:5648.00
N:1292095.07 E:943244.16
ELEV:5648.00
N:1292095.43 E:943250.11
ELEV:5648.00
N:1291963.26 E:943251.43
ELEV:5648.00
N:1291963.46 E:943245.46
ELEV:5648.00
N:1291963.46 E:943241.47
ELEV:5648.00
N:1291963.71 E:943235.43
ELEV:5648.00
N:1291881.32 E:943225.03
ELEV:5648.00 N:1291880.03
E:943231.25
ELEV:5648.00
N:1291879.38 E:943236.50
ELEV:5648.00
N:1291878.28 E:943242.27
ELEV:5648.00
5641 5641
5642 5642
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5644 5644
56445644
CV 3.05
SHEET NO.:DRAWING NO.:
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DESIGNED BY: DRAWN BY:
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4649 EAST COTTON GIN LOOP, SUIT B2
PHOENIX, AZ 85040
PHONE: (602)438-2221
EMAIL: info@J2design.us
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ARIZONA GAME & FISH DEPT.
5000 WEST CAREFREE HWY.
PHOENIX, AZ 85086
PHONE: (602) 123-4567
B A
S
R
M
S
E C
T I O
N S
00 20' 40'
SCALE: 1"=20'
Call at least two full working days before you begin excavation.
Dial 8-1-1 or 1-800-STAKE-IT (782-5348)
In Maricopa County: (602) 263-1100
Arizona Blue Stake, Inc.
EXISTING SHOOTING
RANGE
CHANNEL 3
4:1
4:1
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38806 JASON LANCE TOUCHIN
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EARTHWORK QUANTITIES FOR EAST BERM AND CHANNEL
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CUT (CY)
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FILL (CY)
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NET CUT (CY)
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CONSTRUCT BERM PER PLANS CONSTRUCT CHANNEL PER PLANS
ELEV 5635.00
ELEV 5634.00
ELEV 5637.93
ELEV 5638.17
ELEV 5634.50
ELEV 5635.00
ELEV 5634.00
ELEV 5637.93
ELEV 5638.17
ELEV 5634.50
ELEV 5637.50
ELEV 5636.50
ELEV 5640.60
ELEV 5640.80
ELEV 5637.50
ELEV 5636.50
ELEV 5640.60
ELEV 5640.80
ELEV 5637.50
ELEV 5636.50
ELEV 5640.60
ELEV 5640.80
ELEV 5637.50
ELEV 5636.50
ELEV 5640.60
ELEV 5640.80
STORM DRAIN PROFILE 1
VERTICAL: 1" = 2.5', HORIZONTAL: 1" = 5'
CV 4.01
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4649 EAST COTTON GIN LOOP, SUIT B2
PHOENIX, AZ 85040
PHONE: (602)438-2221
EMAIL: info@J2design.us
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ARIZONA GAME & FISH DEPT.
5000 WEST CAREFREE HWY.
PHOENIX, AZ 85086
PHONE: (602) 123-4567
D E
T A
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S
FINISHED GRADE
EXISTING GRADE
34 LF OF 24" CLASS V RGRCP
S=0.01471'/ft
STORM DRAIN PROFILE 2
VERTICAL: 1" = 2.5', HORIZONTAL: 1" = 5'
STORM DRAIN PROFILE 3
VERTICAL: 1" = 2.5', HORIZONTAL: 1" = 5'
FINISHED
GRADE
58 LF OF 24" CLASS V RGRCP
S=0.01724'/ft
FINISHED GRADE
74 LF OF 24" CLASS V RGRCP
S=0.1351'/ft
EXISTING
GRADE
EXISTING
GRADE
BASIN 2B
BASIN 2A
BASIN 3
C H
A N
N E
L
BASIN 3
CHANNEL
1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80
1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80 1+90 2+00
1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80 1+90 2+00
12'±11'± 11'±
13'±26'± 19'±
21'±28'± 25'±
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AutoCAD SHX Text CONSTRUCT 'STRAIGHT TYPE' HEAD WALL PER MAG STD DTL 501-1 & 501-2. SEE DTL 2 ON SHT CV 4.02 INSTALL METAL FLARED END SECTION PER DTL 3 ON SHT CV 4.02
STANDARD DETAIL
FORD CROSSING AND CUT-OFF WALLS
CV 4.02
SHEET NO.:DRAWING NO.:
OF
DESIGNED BY: DRAWN BY:
CHECKED BY: APPROVED BY:
SCALE: DATE:
# DATE DESCRIPTION
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CLIENT:
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4649 EAST COTTON GIN LOOP, SUIT B2
PHOENIX, AZ 85040
PHONE: (602)438-2221
EMAIL: info@J2design.us
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11/03/21
ARIZONA GAME & FISH DEPT.
5000 WEST CAREFREE HWY.
PHOENIX, AZ 85086
PHONE: (602) 123-4567
D E
T A
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S
MAG STD DTL 552
NOT TO SCALE
2A
MAG STD DTL 501-1
NOT TO SCALE
2B
MAG STD DTL 501-2
NOT TO SCALE
METAL FLARE DETAIL
NOT TO SCALE
WEIR DETAIL
NOT TO SCALE
3'-0"
8"
7'-0"
31'-0"
6"
2'-0"12'-0"
NOTES:
1. ALL CONCRETE TO BE CLASS 'A' UNLESS
OTHERWISE APPROVED (MAG SECTION 725).
2. ALL REINFORCING BARS SHALL BE NO 4 SPACED
AT APPROXIMATELY 12" CENTER TO CENTER.
3. ALL REINFORCING BARS SHALL BE 2 1/2" MIN
CLEAR FROM ALL FINISHED CONCRETE SURFACES.
A
SECTION A-A
1" = 2'
6"
7'-0" 2'-0"
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MIN
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COURSE AGGREGATE
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SEE PLANS FOR
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0.015'/FT OR AS NOTED
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SEE PLANS
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8" CLASS 'A' CONCRETE PER
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SECTIONS 505 AND 725
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(SECTION 324 DOES NOT
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FLOW
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SEE PLANS
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SEE PLANS FOR
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BITUMINOUS SURFACE
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AND BASE MATERIAL
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DEPTH GAUGE SEE
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DETAIL (OPTIONAL)
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NUMBERS ON DEPTH GAUGE TO BE 2" HIGH.
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DEPTH
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GAUGE
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WALL MAY BE BUILT
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TO THIS LINE
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3" WEEP HOLE
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20' C TO C
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BOTTOM OF UPSTREAM WALL
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DEPTH GAUGE SEE
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DETAIL (OPTIONAL)
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3" WEEP HOLES
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DEPTH GAUGE SHALL BE PAINTED 2 COATS WHITE ENAMEL. NUMERALS AND
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MARKERS SHALL BE 1 COAT BLACK ENAMEL.
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4' MIN
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4' MIN
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MIN. DISTANCE
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BELOW STREAM BED
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2" PIPE
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(OPTION OF THE CONTRACTING AGENCY)
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REINFORCING BARS SHALL BE SET 3" CLEAR FROM SIDES OF CUT-OFF WALLS.
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FORD WALLS SHALL BE CLASS 'A' CONCRETE PER SECT. 725.
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ENGLISH
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REVISED
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DETAIL NO.
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APPLY)
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SEE PLANS
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SEE PLANS
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AutoCAD SHX Text COURSE AGGREGATE AT WEEP HOLES SHALL BE ASTM C33 SIZE 57, ENCLOSED IN FILTER FABRIC (SECTION 796, CLASS B), AND EXTENDED LATERALLY A MINIMUM OF SIX-INCHES (6") ON EACH SIDE OF THE WEEP HOLE.
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FINISHED GRADE PER PLANS
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FLOW
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ELEVATION LOOKING UPSTREAM
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CONCRETE SURFACE FORD CONCRETE WALLS
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BITMINOUS SURFACE FORD CONCRETE WALLS
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NOTES:
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2- 4 BARS
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2- 4 BARS
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2- 4 BARS
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2- 4 BARS
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AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
FLOWLINE
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#4 ALTERNATE BENDS @ 12"± O.C.
AutoCAD SHX Text
#4 HORIZONTAL
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EARTHERN BERM
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#4 BOTH WAYS @ 12" O.C.
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ELEV = 5640'
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1" CHAMFER
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BASIN BOTTOM
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ELEV = 5638'
#4 HORIZONTAL
File details come from the government source that posted it. Updated .