HomeMy WebLinkAbout1.03 General Application Materials_Part4MAGRYM
TEXAS #19848
NORTH DAKOTA #28610PE
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OKLAHOMA #8561 PE
EXISTING f
PAVEMENT
MAGRYM CONSULTING, INC.
10 FT/
LIMIT OF BERM AGGREGATE GEOTEXTILE MAX. GEOTEXTILE- 8 FT.- 0 IN. MAXIMUM
(SEE NOTE 1)
110 W. LOUISIANA AVE.
12 IN. BURIED IN TRENCH
B STAPLED TO 24 IN. AND FIRMLY ATTACHED T-POST SAFETY CAP
PF PF PF PF PF
STE 314
POSTS (TYP.) MIN. 24 IN. TO POST
FENCE
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MIDLAND, TX 79701
a (PLASTIC) I I MIN. 66 IN. STEEL T-POST
9 FT. MIN. { EXISTING C 6 IN. X 6 IN.
(432) 999-2737
12 FT*
a GROUND MIN. 46 IN. TRENCH FLOW
www.magrym.com
a 4 FT. < / MIN.N ATTACH SILT FENCE FABRIC
/
IN 3
MIN. I \/\\/ / /\\/\\�` TO PANEL WITH WIRE TIES 14-GUAGE WELDED WIRE FENCING.
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BINK; 10 FT. \// I 18 IN.//\!// /\\//\\//\�//LO XIMUM MESH SPACING 6 IN.
OR L IN. ES STABLE D.C.C(T
CABLE TIES 12 IN. OC. (TYP.
COMPACT IN. ///
15 FT. /\// //\//\//
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A a EXCAVATED AND A
MIN. // / III BACKFILL //\ //\//\// DO NOT INSTALL WIRE TIES
CONTAINMENT AREA
10 FT. I !\\/\ \/\\\
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//\// FOR THE FIRST 8 IN. ABOVE GRADE.
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PLAN VIEW SHALL EXTEND FULL WIDTH GEOTEXTILE //\ I I V GRADE
OF INGRESS AND EGRESS ANCHORED
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OPERATION. IN TREC
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a PF �3:1 PF
TRENCH
70 FT . MIN.
EXISTING 6 IN. X 6 IN. A
} GROUND 6IN. SILT FENCE
ISSUED FOR PERMIT
01-19-2023
TRUCK ACCESS F MIN. NOTES:
PLAN VIEW 1. GEOTEXTILE SHALL BE ATTACHED TO WOOD POSTS WITH THREE OR ELEVATION VIEW
MORE STAPLES PER POST. STAPLES SHALL BE HEAVY DUTY WIRE
EXISTING AND AT LEAST IINCH LONG.
GEOTEXTILE PAVEMENT
EROSION CONTROL (DEPTH VARIES) 2. WOOD POST SHALL BE 1 IN. X 1 IN. NOMINAL.
24 IN. (CLASS 2) 6 IN. T-POST SAFETY CAP
I -MIN. i TEMPORARY BERM 3. THE PAY ITEM NUMBER FOR SILT FENCE (LF) IS 208-00020.
CONCRETE 2:1 (TYP.) ELEVATION SECTION 4. THE SILT FENCE SHALL BE PLACED ON THE CONTOUR (AT THE SAME ELEVATION t6 IN.). ATTACH WIRE PANEL TO POST WITH
SIGN WASHOUT 18 IN. MIN. FENCE (PLASTIC) THE ENDS SHALL BE FLARED UP SLOPE (MINIMUM ELEVATION GAIN OF 18 IN.). WIRE TIES (MINIMUM 3 PER POST)
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66 IN.STEEL T-POST
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5 FT. EXCAVATED 14-GUAGE WELDED WIRE FENCING. MAXIMUM MESH SPACING 6 IN.
MIN. AREA 36 IN.
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12 FT. MIN. EXISTING GEOTEXTILE FABRIC GEOTEXTILE
EXISTING FABRIC "A" GEOTEXTILE - ATTACHED TO WIRE FABRIC WITH
18 IN. POST (TYP.) POST "A" 24
GROUND MIN. 6IN. GROUND IN WIRE TIES OR 11 IN. UV -STABLE NYLON CABLE TIES (TYP.)
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AS NEEDED (SEE NOTE 4) /\\/ GEOTEXTILE AND FENCE -BURIED 12IN TOTAL IN TRENCH
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ANCHOR TRENCH GEOTEXTILE //// /
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(SEE M-216-1, SHEET D MAXIMUM STORAGE IS
2/3 OF VOLUME AREA GEOTEXTILE EROSION FABRIC "B" POST "B" 24 IN. !/%\� 6 IN.X 6IN. TRENCH
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SECTION A -A CONTROL (CLASS 2) '\\'
(SEE NOTE 3) END SECTION DETAIL (PLAN VIEW)
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NOTES: JOINING SECTION DETAIL (PLAN VIEW)
1. A FENCE (PLASTIC) CONFORMING TO SECTION 607 SHALL BE SECTION B-B NOTE:
NOTES: SIDE VIEW
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INSTALLED AROUND THE CONCRETE WASHOUT AREA, EXCEPT 1. THE END OF THE SILT FENCE FABRIC SHALL BE WRAPPED
AT THE OPENING. NOTES: APPROX.6 INCHES AROUND A WOODEN POST ONE FULL TURN 1. THE ENDS OF THE SILT FENCE FABRIC SHALL BE JOINED TOGETHER
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1. AGGREGATE SHALL CONFORM TO SUBSECTION 208.02 (1). THEN SECURED ALONG THE POST WITH 6 HEAVY DUTY BY WRAPPING APPROX.6 INCHES OF EACH END AROUND A WOODEN
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2. THE CONCRETE WASHOUT SIGN SHALL HAVE LETTERS WIRE STAPLES AT LEAST IINCH LONG. POST ONE FULL TURN, THEN SECURED ALONG THE POST WITH 1. THE ENDS OF THE SILT FENCE FABRIC SHALL BE JOINED TOGETHER BY WRAPPING
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AT LEAST 3 INCHES HIGH AND CONFORM TO 2. THE CONTRACTOR SHALL PROTECT CURB AND GUTTER THAT 6 HEAVY DUTY WIRE STAPLES AT LEAST IINCH LONG. APPROX.6 INCHES OF EACH END AROUND A STEEL T-POST, THEN SECURED ALONG
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SUBSECTION 630.02. CROSSES THE ENTRANCE FROM DAMAGE, WHILE NOT BLOCKING FLOW THE POST WITH WIRE TIES (MINIMUM 3 PER POST).
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OF WATER THRU STRUCTURE. PROTECTION OF THE 2. POSTS SHALL BE TIGHTLY ABUTTED WITH NO 2. POSTS SHALL BE TIGHTLY ABUTTED WITH NO GAPS TO PREVENT POTENTIAL FLOW -THROUGH
3. ALL MATERIALS AND LABOR TO COMPLETE THE CONCRETE WASHOUT STRUCTURE CURB AND GUTTER SHALL BE INCLUDED IN THE COST OF WORK GAPS TO PREVENT POTENTIAL FLOW -THROUGH
OF SEDIMENT AT JOINT.
SHALL BE INCLUDED IN THE COST OF WORK AND NOT PAID FOR SEPARATELY. AND NOT PAID FOR SEPARATELY. OF SEDIMENT AT JOINT.
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4. THE BOTTOM OF EXCAVATION SHALL BE A MINIMUM OF FIVE FEET 3. SILT FENCES SHALL NOT BE USED FOR CHECK DAMS.
3. GEOTEXTILE SHALL CONFORM TO SUBSECTION 712.08.
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ABOVE GROUND WATER. IF NOT, THE BOTTOM OF EXCAVATION SHALL 4. THE PAY ITEM NUMBER FOR SILT FENCE (REINFORCED) (LF) IS 208-00021.
BE IN ACCORDANCE WITH 2O8.02 (i). 4. ALL MATERIALS AND LABOR TO COMPLETE THE VEHICLE TRACKING PAD
SHALL BE INCLUDED IN THE COST OF WORK AND NOT PAID FOR SEPARATELY. SILT FENCE (REINFORCED)
5. THE PAY ITEM NUMBER FOR CONCRETE WASHOUT STRUCTURE (EACH)IS 208-00045.
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CONCRETE WASHOUT STRUCTURE 5. THE PAY ITEM NUMBER FOR VEHICLE TRACKING PAD (EACH) IS 208-00070. SILT FENCE APPLICATIONS
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VEHICLE TRACKING PAD
Computer File Information Sheet Revisions Computer File Information Sheet Revisions
Colorado Department of Transportation TEMPORARY STANDARD PLAN NO. Colorado Department of Transportation TEMPORARY STANDARD PLAN NO.
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Creation Date: 07/31/19 Date: Comments Creation Date: 07/31/19 Date: Comments
2829 West Howard Place 2829 West Howard Place
Designer Initials: JBK R-X CDOT HQ, 3rd Floor M-208-1 Designer Initials: JBK R-X CDOT HQ 3rd Floor M-208-1
a.,Denver, 0-1.2
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Last Modification Date: 07/31/19 R-X CO 80204 EROSION CONTROL Last Modification Date: 07/31/19 R-XC41Denver, CO 80204 EROSION CONTROL
Standard Sheet No. 1 of 11 Standard Sheet No. 8 of 11
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303-757-9021 FAX: 303-757-9868 Phone: 303-757-9021 FAX: 303-757-9868
Detailer Initials: LTA R-X Detailer Initials: LTA R-X
CAD Ver.: MicroStation V8 Scale: Not to Scale Units: English R-X Project Development Branch JBK Issued by the Project Development Branch: July 31, 2019 Project Sheet Number: CAD Ver.: MicroStation VS Scale: Not to Scale Units: English R-X Project Development Branch JBK Issued by the Project Development Branch: July 31, 2019 Project Sheet Number:
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10' MAX.10' MAX., ALL POST SPACING CORNER GENERAL NOTES
LINE
END POST ROUND PIPE ROLL -FORMED POST
BRACE POST
I RAIL END � LINEPOSTSTEEL LINE POST RAIL SPLICE TOP 1. AT EACH LOCATION WHERE AN ELECTRIC TRANSMISSION, DISTRIBUTION, OR SECONDARY
J
RAIL LINE CROSSES A FENCE, THE CONTRACTOR SHALL FURNISH AND INSTALL A GROUND
�'
T-TENSION BRACE AND CONFORMING TO ARTICLE 250 OF THE NATIONAL ELECTRIC CODE.A GROUND SHALL
BAND TRUSS BAND TENSION BAND LINE ALSO BE INSTALLED A MAXIMUM OF EVERY 500 FT. ALONG THE FENCE. THE GROUND
& STRETCHER ROD SHALL BE A MINIMUM DIAMETER OF /2 IN. AND 8 FT. IN LENGTH, AND DRIVEN
FABRIC * POST
BRACE 11 GA.
HEIGHT RAIL + WIRE FASTENERS * BAR I AT LEAST 71/p FT. INTO THE GROUND. THE ROD SHALL BE CONNECTED TO EACH
H WIRE WITH A MINIMUM AWG NO.8 STRANDED COPPER WIRE. GROUNDING WILL NOT BE
I GA. PAID FOR SEPARATELY BUT SHALL BE INCLUDED IN THE COST OF THE FENCE.
HOG RINGS BRACE
7 GA. RAIL 2. H (HEIGHT OF FABRIC) SHALL BE AS SHOWN ON THE PLANS. FABRIC IS AVALIABLE
H
FUSION INDUSTRIES, LLC
/2 TENSION 3 IN THE FOLLOWING HEIGHTS: 36 IN. 42 IN. 48 IN. 60 IN. 72 IN. 84 IN. 96 IN.
/a DIA.
WIRE I ROD 108 IN., 120 IN., AND 144 IN.
DIA. TRUSS
TRUSS ROD FERRULE 3. CHAIN LINK FENCE SHALL CONFORM TO AASHTO M 181.
PO BOX 16340 OKC OK
73113
4. CHAIN LINK FABRIC SHALL BE 2 IN. MESH NO.9 GAGE GALVANIZED
Tr aw OR ALUMINUM COATED WIRE SECURELY FASTENED TO TENSION WIRE, LINE POSTS,
ii i�i 111 11 11 RAILS BRACES AND STRETCHER BARS SPACED AS SHOWN HEREON. WIRE FASTENERS
3" MAX. i l� 12" DIA U l I 'i i 4" MAX. 3" MAX. '' I I I I
III AND TIE CLIPS SHALL BE NO. 11 GAGE (W&M) GALVANIZED STEEL WIRE
CONCRETE BASES ill I I i I'I
3" CLR. (SEE TABLE ON SHEET 2 -W OR NO.7 GAGE (B&S) ALUMINUM WIRE, AND HOG RINGS SHALL BE NO.9 GAGE,
FOR DEPTH.) ALL IN CONFORMANCE WITH ASTM F 626.
FENCE WITH TOP RAIL (USE ONLY AT SPECIAL LOCATIONS BEYOND CLEAR ZONE WHEN THE TOP RAIL IS SPECIFIED ON PLANS) LEGEND I 5. STEEL POSTS, RAILS AND GATE FRAMES SHALL CONFORM TO AASHTO M 181 TYPE 1,
ATTACH FABRIC TO ALL FENCE & GATE III GRADE IOR GRADE 2.
STRUCTURES AT 12 IN. INTERVALS I,i 6. AT THE CONTRACTOR'S OPTION, PIPE USED FOR FENCE CONSTRUCTION SHALL
END LINE "ORDINARY
WHEELER GULCH
* Ii CONFORM TO THE DIMENSIONS AND WEIGHTS FOR EITHER PIPE" OR
POST POST�I45 4" CORNER * VERTICALLY AND AT 20 IN. HORIZONTALLY. "ALTERNATIVE PIPE" AS SHOWN ON SHEET 2. "ALTERNATIVE PIPE" SHALL BE HIGH
All 12 POST CASE 1. TO KEEP IN IN, TIGHTENER OR TURNBUCKLE SYMBOL, STRENGTH STEEL PIPE CONFORMING TO FEDERAL SPECIFICATION RR-F-191/3C.
SOLAR FARM
IN 4500
SLOPE TOP N (SEE DETAILS ON SHEETS 2 AND 3).
7. TENSION WIRE SHALL BE CONTINUOUS BETWEEN END OR CORNER POST AND LINE
TREAT * TYPE OF LINE POST (ROUND PIPE OR ROLL -FORMED STEEL) BRACE POST.A TURNBUCKLE OR OTHER APPROVED TIGHTENING DEVICE SHALL BE
41' CORNER THIS CASE 2. TO KEEP OUTSIDERS OUT,
TOP RAIINUM L WAY OR LIKE THE SLOPE TOP OUT 45° SHALL BE AT THE OPTION OF THE CONTRACTOR USED FOR EACH CONTINUOUS SPAN OF TENSION WIRE.
GARFIELD COUNTY,
UNLESS OTHERWISE SHOWN ON THE PLANS.
END POST SHOWN BARBED WIRE OVER GATES 8. TENSION WIRE SHALL CONFORM TO AASHTO M 181.
WIRE
COLORADO
ON THE LEFT SHALL NOT BE SLOPED + BRACE RAIL IS NOT REQUIRED FOR 36 IN., 42 IN., OR 48 IN. 9• CONCRETE FOOTINGS SHALL HAVE TOPS CROWNED AT GROUND LEVEL AND SHALL
FABRIC HEIGHTS. BRACE RAIL FOR FENCE WITH ROLL -FORMED
BARBED WIRE TOP (USE ONLY WHEN SPECIFIED ON PLANS) STEEL ELEMENTS IS 12 IN. BELOW THE TOP RAIL, (SEE SHEET 3). BE CLASS B. CONCRETE WITH LIGHTWEIGHT AGGREGATE CONFORMING TO
AASHTO M 195,MAY BE SUBSTITUTED.
7 GA. 10'MAX.,ALL POST SPACING h-20'LINE BRACE SECTION, REQUIRED AT 400 FT. MAX. INTERVALS � 10. TERMINATION OF FENCE AT BRIDGES OR OTHER STRUCTURES SHALL BE AS SHOWN
END POST TENSION WIRE LINE POST LINE BRACE POST LINE POST ON THE PLANS.
(TOP & BOTTOM) LINE POST LINE POST 11. CHAIN LINK FABRIC UP TO 5 FT. HIGH SHALL BE KNUCKLED AT THE TOP AND
BOTTOM SELVAGES. FABRIC OVER 5 FT.HIGH SHALL BE TWISTED AND BARBED
TOP RAIL TENSION BAND TOP RAIL ON THE TOP SELVAGE AND KNUCKLED ON THE BOTTOM SELVAGE.
FABRIC V, DIA. 11 GA. STRETCHER BAR 3/s" DIA. 12. FENCE MAY BE CONSTRUCTED WITH EITHER ROUND PIPE OR ROLL -FORMED STEEL
HEIGHT TRUSS WIRE + TRUSS ROD COMPONENTS. THE CONTRACTOR SHALL STATE AT THE PRECONSTRUCTION CONFERENCE,
II ROD FASTENERS BRACE RAIL THE TYPE OF CONSTRUCTION AND TYPE OF LINE POST TO BE USED THROUGHOUT
THE PROJECT.
BRACE 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RE-ESTABLISHING DISTURBED
H/2 RAIL + 9 GA. OR DESTROYED SURVEY MONUMENTS TO THE APPROPRIATE ACCURACY
HOG RINGS IN ACCORDANCE WITH SUBSECTION 625.08 OF THE STANDARD SPECIFICATIONS.
(TOP AND BOTTOM)
GROUND LINE 7 GA.
TENSION
DROP ROD
WIRE STRAIN CAP 13/8" DIA x 6"
STRAIN OPTIONAL END FENCE WITH TOP TENSION WIRE (USE FOR STANDARD CHAIN LINK FENCE)
6 TENSION
POST POST 5'MAX ►f �5' MAX - 5'MAX. 5'MAX. �_5' MAX. �{ (SEE DETAIL SHOWN ON RIGHT) POST
BAND
LATCH m ROD m
HINGE HINGE HINGE HINGE
GUIDE
STRETCHER
STANDARD
�
LATCH STRAIN LATCH 12 BAR
DETAILS
HORIZONTAL POST FORK I 1211
BRACE RAIL TENSION BANDS <I -� FABRIC
AND %11 DIA. AND STRETCHER LOCK
TRUSS ROD BAR AT EACH BAR o
FOR GATES SIDE, (TYPICAL GUIDE o m
5'OR WIDER FOR ALL GATES LOCK BAR
HINGEa 3M HINGE SHOWN) HINGE A HINGE
I 6" MAX 6" MAX. I 6" MAX. ROD
GATE FRAME I GATE FRAME
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END 12" DIA.x 12" DEEP yJ
�_3' SEE SHEET 2, DETAIL A 611
THRU 6' 6' THRU 23' POST 6' THRU 231, EACH GATE
WALK GATE SINGLE GATE DOUBLE GATE TYPICAL DROP ROD ASSEMBLY
DOCUMENT NO:
Computer File Information Sheet Revisions Colorado Department of Transportation CHAIN LINK STANDARD PLAN NO.
MAG22-280-CIV-C160
Creation Date: 07/31/19 Date: Comments 2829 West Howard Place M-607-2
Designer Initials: JBK R-X � CDOT HQ, 3rd Floor
HORIZONTAL SCALE: N/A
Last Modification Date: 07/31/19 R-X Denver, CO 80204
FENCE Standard Sheet No. 1 of 3
023
PRINT DATE:.:
Phone: 303-757-9021 FAX: 303-757-9868
Detailer Initials: LTA R-x
22-280
PROJECT NO.: 22-280
CAD Ver.: MicroStation V8 Scale: Not to Scale Units: English R-X Project Development Branch JBK Issued by the Project Development Branch: July 31, 2019 1 Project Sheet Number:
SUBSET: CIVIL
VERTICAL SCALE:
DESIGNED BY: CSC
CHECKED BY: CSC
SHEET:
C160
Drawing File: Z:\Shared\Projects\2022 Projects\22-280 Fusion Caerus Solar Farm\04_CIVIL\Design\Drawings\R3\MAG22-280-CIV-C160 R3.dwg