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Scope off Work
Old 431 Substation
Fence Installation
Provide the following contract services for installation of a fence around a futuredistribution substation site:
1) Furnish and install all material and labor for a Huntsville Utilities standardsubstation fence approximately 725 feet in length.
2) Contractor shall use and install fencing material per Huntsville Utilities standardspecifications.
3) Contractor is responsible for ensuring all applicable permits are obtained and alllocal regulations are followed.
4) Contractor shall protect the general public from any harm that could result fromhis activities in connection with this project.
5) Contractor shall not perform work inside any energized area without a HuntsvilleUtilities representative present.
6) Contractor shall be responsible for obtaining all underground line locates.
7) Huntsville Utilities shall stake the corners prior to the fence installation.
NO SCALE
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CONSTRUCTION PLANS FOR
NEW POWER SUBSTATION
PREPARED FOR HUNTSVILLE UTILITIES
OLD BIG COVER ROAD, OWENS CROSSROADS, ALABAMA
SEC 19, T-5-S, R-2-E - MADISON
VICINITY MAP
INDEX TO DRAWINGS:
SHEET # SHEET NAME
C-0.0 COVER SHEET
C-1.0 EXISTING CONDITIONS/SURVEY
C-2.0 PROJECT NOTES
C-3.0 SITE DEVELOPMENT PLAN
C-4.0 GRADING PLAN
C-5.0 EROSION CONTROL PLAN
C-6.0-6.1 PROJECT DETAILS
SITE
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PROJECT NO.:
DRAWN BY:
FIELD DATE:
OFFICE DATE:
CHECKED BY:
SHEET
REVISIONS:
NE
W P
OW
ER
S
UB
ST
AT
IO
N
BIG
C
OV
E R
OA
D, H
UN
TS
VIL
LE
, A
L
SE
CT
IO
N 19
, T
OW
NS
HIP
5
-S
, R
AN
GE
2
-E
18-042
JLW
--
9/6/18
CUNNINGHAM
PROJECT NOTES
1. PROJECT OWNER INFORMATION
HUNTSVILLE UTILITIES
112 SPRAGINS STREET
HUNTSVILLE, AL 35801
2. DEVELOPER INFORMATION
HUNTSVILLE UTILITIES
112 SPRAGINS STREET
HUNTSVILLE, ALABAMA 35801
256-535-1200
3. PROPERTY INFORMATION
DEED BOOK 1066, PAGE 919
DEED BOOK 911, PAGE 754
DEED BOOK 885, PAGE 190
INSTRUMENT # 2017-00491110
4. GOVERNING MUNICIPALITY
CITY OF OWENS CROSS ROADS
9032 HWY. 431 SOUTH
OWENS CROSSROADS, AL 35763
5
7
5
5
7
5
57
5
TANK
431
SPRING
ROAD
CAVE
BIG
COVE
ROAD
160
86
06
253
86
95
2748
2718
2705
ATHLETIC FIELD
ATHLETIC
FIELD
ATHLETIC
FIELD
ATHLETIC
FIELD
ATHLETIC FIELD
ATHLETIC FIELD
PLAYGROUND
ROAD
HIG
HW
AY
CIRCLE
T E
MC
KIN
NE
Y
W
ALLSTREET
AV
EN
UE
W
ILS
O
N
KA
YD
ELA
NE
RO
UT
E
U S
STRICKLAND AVE
BROCKWAY AVE
OWENS CROSS ROADS FIRE ST 1
3004-B
3004-A
2982-A
2979-C
2979-B
124-B
2979-D
110-A
3009-B
124-A
231
181
177
124
110
30
24
202
194
188
167
161
153
143
12
0
118
172
166
140
120114
101109
29
16
29
48
29
64
29
41
29
79
29
93
105
115
161
18
7
2980
213
130
148
110
110
167
158
146
142
117
118
13
9
187
2998
3032
173
137
135
119103
164
158
154
146
115123129
29
26
2949
2951
110
29
65
121
125
131
135
143
2982
15
5
165
20
7
89
16
8888
116
124
30
29
30
37
2930
167
3009
123
8730
2979-A
W
FLOOD INFORMATION:
BY GRAPHIC PLOTTING ONLY, THE SUBJECT PROPERTY IS LOCATED WITHIN
ZONE "AE" OF THE NATIONAL FLOOD INSURANCE PROGRAM, FEDERAL
EMERGENCY MANAGEMENT AGENCY (FEMA), FLOOD INSURANCE RATE MAP
(FIRM), MADISON COUNTY, ALABAMA, COMMUNITY PANEL NUMBER 01089C0477E
MAP REVISED OCTOBER 2, 2014.
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
W
W
W
W
W
W
W
W
1
585.46
TR NAIL
5/8" CIPF SMITH5/8" CIPF SMITH
5/8" CIPF SMITH
INV: 577.46
INV: 578.28
INV: 578.66
INV: 577.65
INV: 578.56
S
5/8" CIPF SMITH
5/8" CIPF SMITH
T
TEL PED
536870913
585.46
TR NAIL
5/8" CIPF SMITH
W
INV: 577.68
F/O
F/O
F/O
F/O
F/O
F/O
F/O
F/O
F/O
OLD BIG COVE ROAD
(PUBLIC R.O.W.)
OL
D H
IG
HW
AY
4
31
(P
UB
LIC
R
.O
.W
.)
PROPERTY: 1
2.02 AC.±
87951 SQ. FT.
N87°41'54"E
840.23'
S2
°2
0'4
9"W
10
5.0
3'
S87°41'49"W
839.97'
N2
°12
'11"E
10
5.0
3'
58
0
58
0
58
0
5
8
0
580
580
58
0
580
580
585
585 5
8
5
58
5
5
8
5
58
5
585
5
8
5
58
5
5
8
5
585
5
8
5
5
7
6
5
7
7
57
7
57
7
57
7
57
8
57
8
57
8
578
57
8
57
9
57
9
579
57
9
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9
579
579
57
9
58
1
58
1
58
1
58
1
581
581
58
1
581
581
581
5
8
2
582
58
2
582
582
582
582
58
2
582
582
58
2
5
8
2
58
3
583
583
58
3
5
8
3
583
583
583
583
58
4
584
5
8
4
5
8
4
5
8
4
58
4
584
584
584
5
8
6
58
6
5
8
6
5
8
6
58
6
586
5
8
7
5
8
7
5
8
7
587
FFE
588.00
30' 60'
NOTE: ALL UTILITY LOCATIONS HAVE BEEN PROVIDED BY THE
RESPECTIVE UTILITY DEPARTMENTS OR COMPANIES.
CONTRACTORS ARE RESPONSIBLE FOR ANY DAMAGE TO
UTILITIES, CALL UTILITY COMPANY OR CITY DEPARTMENTS FOR
GROUND LOCATIONS BEFORE DIGGING.
0
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PROJECT NO.:
DRAWN BY:
FIELD DATE:
OFFICE DATE:
CHECKED BY:
SHEET
REVISIONS:
NE
W P
OW
ER
S
UB
ST
AT
IO
N
BIG
C
OV
E R
OA
D, H
UN
TS
VIL
LE
, A
L
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IO
N 19
, T
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HIP
5
-S
, R
AN
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2
-E
18-042
JLW
--
9/6/18
CUNNINGHAM
S
S
x
EXISTING UTILITY POLE
EXISTING LIGHT POLE
EXISTING WATER VALVE
EXISTING FIRE HYDRANT
EXISTING WATER LINE
EXISTING SANITARY SEWER LINE
EXISTING SANITARY SEWER MANHOLE
PROPOSED SANITARY SEWER MANHOLE
PROPOSED SANITARY SEWER LINE
PROPOSED SPOT ELEVATION
TEMPORARY STONE CHECK DAM
EXISTING TREES
TEMPORARY SILT FENCE
TREE LINE
UNDERGROUND ELECTRIC LINE
EXISTING GAS LINE
EXISTING INDEX CONTOURS
PROPOSED GAS LINE
EXISTING SPOT ELEVATION
PROPOSED INDEX CONTOURS
PROPOSED FIRE HYDRANT
PROPOSED WATER VALVE
PROPOSED WATER LINE
FENCE
LEGEND
DIRECTION OF FLOW
PROPERTY CORNER, SET
CONCRETE MONUMENT, FOUND
CONCRETE MONUMENT, SET
PROPERTY CORNER, FOUND
OVERHEAD TELEPHONE LINE
OVERHEAD ELECTRIC LINE
CONCRETE
FG 662.50
EG 661.2
TEMPORARY STRAW WATTLE
EXISTING STORM PIPE
DEMO EXISTING ASPHALT
EXISTING AREA TO REMAIN
AREA INLET
FINISHED FLOOR ELEVATION
EXISTING
F.F.E.
EX
BACK OF CURB
EASEMENT
CONCRETE
ELEVATION
EDGE OF PAVEMENT
ABBREVIATIONS
BOC
EOP
EL.
ESM'T
CONC.
UNLESS NOTED OTHERWISE
TOP OF CURB
TYPICAL
UTILITY AND DRAINAGE
TOC
TYP
U.N.O.
U & D
REQUIREMENTS
REQUIRED
PAVEMENT
MINIMUM
REAR SETBACK LINE
RIGHT-OF-WAY
TEMPORARY
SIDE SETBACK LINE
SANITARY SEWER
R.S.L.
S.S.L.
R.O.W.
S.S.
TEMP.
MIN.
REQ'TS
REQ'D
PVMT.
NOT IN CONTRACTN.I.C.
F.S.L.
INV.
I.E.
M.B.L.
LF
LOC.
MAX.
LINEAR FEET
MINUMUM BUILDING LINE
MAXIMUM
LOCATION
INVERT ELEVATION
FRONT SETBACK LINE
INVERT
M.H. MANHOLE
FG FINISHED GRADE
STRUCTURESTR
H
Y
D
EXISTING INTER CONTOURS
PROPOSED INTER CONTOURS
UNDERGROUND TELEPHONE LINE (AT&T)
EXISTING UNDERGROUND
FIBER OPTIC LINE
EXISTING OVERHEAD
ELECTRIC LINE
EXISTING WATER MAIN
SITE BENCHMARK:
TRAVERSE NAIL SET NEAR
NORTHEAST CORNER OF
PROPERTY
ELEV. = 885.46
GENERAL NOTES:
1. NORTH ARROW AND COORDINATES AS SHOWN HEREON ARE BASED ON ALABAMA STATE PLANE
COORDINATE SYSTEM EAST ZONE, NAD '83.
2. ALL MEASUREMENTS SHOWN ARE TO U.S. STANDARDS.
3. NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS-OF-WAY, AND/OR OWNERSHIP
WERE FURNISHED TO THE SURVEYOR EXCEPT AS SHOWN.
4. ONLY SURFACE UTILITY, STORM AND SANITARY SEWER STRUCTURES WHICH ARE LOCATED WITHIN
THE BOUNDARY AND OUTSIDE OF DESIGNATED EASEMENTS ARE SHOWN. NO EFFORT HAS BEEN
MADE TO LOCATE ANY SUB-SURFACE UTILITY, STORM AND SANITARY SEWER LINES EXCEPT AS
SHOWN.
5. SUBJECT TO ANY EASEMENTS, RESTRICTIONS OR RIGHTS-OF-WAY WHICH MAY OR MAY NOT BE
OF RECORD.
6. ENCROACHMENTS ABOVE GROUND ARE AS SHOWN.
7. THERE WAS NO FIELD LOCATION ATTEMPTED TO DETERMINE THE EXTENT OF SUB-SURFACE
STRUCTURES OR EAVE OVERHANGS, EXCEPT AS SHOWN.
8. CONTOURS AND ELEVATIONS AS SHOWN HEREON ARE BASED ON NAVD '88, (GEOID 12A).
9. SANITARY SEWER, WATER OR ELECTRICAL POWER SERVICE TO SUBJECT PROPERTY IS AS
SHOWN.
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NO SCALE
GENERAL NOTES
1. THE CONTRACTOR IS RESPONSIBLE FOR MAKING APPLICATION, AND PAYING FOR ALL NECESSARY PERMITS.
2. THE CONTRACTOR SHALL PREVENT THE DESTRUCTION OF ALL SURVEY MONUMENTS, BENCH MARKS, PROPERTY CORNERS AND ALL
OTHER SURVEY POINTS. WHERE THE REMOVAL OF SUCH POINTS IS NECESSARY FOR THE ACCOMPLISHMENT OF THE WORK, THE
CONTRACTOR IS TO INFORM THE ENGINEER IN WRITING, PRIOR TO THE DISTURBANCE OF ANY POINT, AND IS NOT TO DISTURB THE
POINT UNTIL WRITTEN PERMISSION TO DO SO HAS BEEN GRANTED BY THE ENGINEER.
3. ALL EXISTING TREES AND SHRUBS OUTSIDE OF THE LIMITS OF WORK SHALL BE PROTECTED DURING CONSTRUCTION, AND ARE NOT TO
BE DAMAGED IN ANY MANNER.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING STREETS AND OTHER STRUCTURES WHICH IS
CAUSED BY CONSTRUCTION ACTIVITIES.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND PROPER DISPOSAL OF ALL BOULDERS, DEBRIS, EXCESS
CONSTRUCTION MATERIALS, MATERIAL GENERATED FROM THE DEMOLITION OF EXISTING STRUCTURES AND FACILITIES, AND TRASH.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING EXISTING UTILITIES LOCATED PRIOR TO THE COMMENCEMENT OF
CONSTRUCTION. THE ENGINEER/SURVEYOR ASSUME NO RESPONSIBILITY AS TO THE ACCURACY OR COMPLETENESS OF THE EXISTING
UTILITIES SHOWN ON THE PLANS.
7. UNLESS INDICATED OTHERWISE ON THE PLANS, ALL STORM DRAINAGE PIPES SHALL BE REINFORCED CONCRETE CLASS III (ASTM C-76).
COMPACTED GRANULAR MATERIAL FOR BEDDING SHALL BE REQUIRED WHERE UNSUITABLE GROUND WATER OR OTHER CONDITIONS
PREVENT THE CONTRACTOR FROM OBTAINING A PROPERLY SHAPED TRENCH BOTTOM.
8. ALL PAVEMENT CUTS SHALL BE REPAIRED WITH MATERIAL IN KIND TO THAT REMOVED.
9. UNLESS INDICATED OTHERWISE ON THE PLANS, ALL RIP RAP SHALL BE CLASS I, IN ACCORDANCE WITH SECTION 814, ALDOT., 2012, AND
SHALL BE GROUTED WHERE INDICATED ON THE PLANS.
10. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING THE SAFETY OF
ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE
LIMITED TO NORMAL WORKING HOURS.
11. THE CONTRACTOR SHALL PROVIDE ADEQUATE TRAFFIC CONTROL DEVICES AND SAFETY MEASURES FOR CONSTRUCTION WORK
WITHIN PUBLIC RIGHT-OF-WAYS AND OTHER AREAS WHICH REQUIRE ITS' USE IN ACCORDANCE WITH THE FEDERAL HIGHWAY
ADMINISTRATION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS (M.U.T.C.D.) LATEST EDITION.
12. THE DUTY OF THE ENGINEER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE DOES NOT INCLUDE
REVIEW OF THE CONTRACTOR'S SAFETY MEASURES IN, ON, OR NEAR THE CONSTRUCTION SITE.
13. SIDEWALK RAMPS ARE TO COMPLY WITH THE AMERICANS WITH DISABILITIES ACT (ADA) SPECIFICATIONS.
PAVEMENT CONSTRUCTION
GENERAL NOTES
1. ALDOT., 2012, SHALL MEAN ALABAMA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION,
2012 EDITION.
2. CRUSHED AGGREGATE BASE COURSE PLANT MIXED SHALL BE PLACED IN ACCORDANCE WITH SECTION 301, ALDOT., 2012. ALL
MATERIALS SHALL BE IN ACCORDANCE WITH SECTION 825, TYPE B. 100% COMPACTION.
3. PORTLAND CEMENT CONCRETE PAVEMENT SHALL BE PLACED IN ACCORDANCE WITH SECTION 450, ALDOT., 2012.
4. BITUMINOUS CONCRETE BINDER LAYER SHALL BE PLACED IN ACCORDANCE WITH SECTION 424-B, ALDOT., 2012.
5. BITUMINOUS CONCRETE WEARING SURFACE LAYER SHALL BE PLACED IN ACCORDANCE WITH SECTION 424-A, ALDOT., 2012.
6. THE SITE SHALL BE CLEARED AND ALL UNSUITABLE MATERIAL REMOVED PRIOR TO PLACING AND COMPACTING EMBANKMENTS.
7. ALL SUBGRADES SHALL BE CLEARED AND GRUBBED, SCARIFIED TO A DEPTH OF 6", AND THEN RECOMPACTED TO 100% OF THE
MAXIMUM DRY DENSITY, PLUS OR MINUS 2% OF OPTIMUM MOISTURE (ASTM-D6798).
8. IN ROCK EXCAVATION A MINIMUM OF 1 FOOT OF SOIL SHALL BE PLACED OVER ROCK PRIOR TO PLACEMENT OF BASE MATERIAL.
9. CONCRETE WHEEL STOPS ARE TO BE PRECAST 2500 PSI MIN. COMPRESSIVE STRENGTH CONCRETE, 6"Hx9"Wx84"L. WHEEL STOPS ARE
TO BE SECURELY ATTACHED TO PVMT. WITH A MINIMUM OF 2-5/8"x24" GALV. STEEL DOWELS EMBEDED IN WHEEL STOPS AT 1/3
POINTS, AND FIRMLY BONDED TO WHEEL STOP AND PAVEMENT.
10. PAVEMENT MARKING PAINT SHALL BE ALKYD-RESIN TYPE, READY-MIXED, COMPLYING WITH FS TT-P-115, TYPE I, AASHTO M-248, TYPE
N, OR LATEX WATER-BASE EMULSION, READY-MIXED, COMPLYING WITH FS TT-P-1952. APPLY PVMT. MARKING PAINT WITH
MECHANICAL EQUIPMENT, PER THE MFR'S RECOMMENDATIONS TO PRODUCE PVMT. MARKINGS OF DIMENSIONS INDICATED ON THE
PLANS WITH UNIFORM, STRAIGHT EDGES, AND A MINIMUM WET FILM THICKNESS OF15 mils (.4mm).
EARTHWORK GENERAL NOTES
1. THE SITE TOPOGRAPHY AND OTHER TOPOGRAPHIC DATA SHOWN ON THE PLANS OR INCLUDED IN THE SPECIFICATIONS ARE FOR THE
INFORMATION OF THE CONTRACTOR. THE CONTRACTOR SHALL MAKE SUCH ADDITIONAL INVESTIGATIONS AS REQUIRED TO
ACQUAINT HIMSELF ADEQUATELY WITH THE SITE, INCLUDING SUBSURFACE SOIL CONDITIONS, FOR PREPARATION OF HIS BID, AND
FOR THE SUCCESSFUL EXECUTION OF THE WORK.
2. UNLESS INDICATED OTHERWISE ON THE PLANS, ALL PROPOSED CONTOURS AND ALL PROPOSED SPOT ELEVATIONS SHOWN ARE
FINISHED GRADE.
3. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE PROTECTION OF HIS WORK. SUCH GRADING AS IS
REQUIRED FOR THIS PURPOSE SHALL BE THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE PERFORMED AT NO ADDITIONAL COST
TO THE OWNER. THE OWNER MAY DIRECT THE CONTRACTOR TO PERFORM SUCH GRADING AND DRAINAGE AS IS NECESSARY TO
PREVENT SURFACE RUNOFF FROM DAMAGING THE WORK.
4. THE CONTRACTOR SHALL BE REQUIRED TO INSTALL SILT FENCES, STRAW BALES, AND OTHER EROSION & SEDIMENT CONTROL
MEASURES TO PREVENT LOOSE DIRT AND SEDIMENT FROM WASHING ONTO STREETS AND ADJACENT PROPERTY. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF EROSION & SEDIMENT CONTROL MEASURES UNTIL FINAL INSPECTION BY THE
LOCAL GOVERNING AGENCY.
5. ALL EARTH FILL SHALL BE COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY, PLUS OR MINUS 2% OF OPTIMUM MOISTURE
(ASTM-D6798), EXCEPT FOR EARTH FILLS UNDER ROADS WHICH ARE TO COMPLY WITH THE PAVING SPECIFICATIONS.
6. ALL EARTH FILL SHALL BE PLACED IN UNIFORM LAYERS OR LIFTS NOT EXCEEDING 6" IN COMPACTED THICKNESS, UNLESS INDICATED
OTHERWISE ON THE PLANS.
7. ALL EARTH FILL SHALL BE PLACED IN ACCORDANCE WITH SECTION 210, ALDOT., 2012. ALL EARTH FILL UNDER BUILDINGS SHALL ALSO
MEET THE REQUIREMENTS OF THE ARCHITECT'S PLANS AND SPECIFICATIONS.
8. IF A GEOTECHNICAL REPORT HAS BEEN PREPARED FOR THE SITE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR FOLLOWING THE
SITE PREPARATION RECOMMENDATIONS SPECIFIED WITHIN THIS DOCUMENT, UNLESS MORE STRINGENT REQUIREMENTS ARE GIVEN ON
THE PLANS OR WITHIN THE PROJECT SPECIFICATIONS.
EROSION & SEDIMENT CONTROL CONSTRUCTION SEQUENCE:
1. INSTALL CONSTRUCTION ENTRANCES WITH CRUSHED AGGREGATE BASE COURSE AT ALL LOCATIONS WHERE CONSTRUCTION
TRAFFIC WILL BE ENTERING AND EXITING THE SITE. CONSTRUCTION ENTRANCES USED FOR REMOVAL OF ONSITE MATERIALS SHALL
EXTEND TO THE LOADING AREA, BUT IN NO CASE SHALL ANY CONSTRUCTION ENTRANCE BE LESS THAN 50 FEET IN LENGTH OR 6" IN
DEPTH. WIDTH SHALL NOT BE LESS THAN 15 FEET.
2. CONSTRUCT SEDIMENT TRAPS (IF ANY ARE INDICATED ON THE PLANS).
3. GRADE IN THE PROPOSED DITCHES AS SHOWN ON THE GRADING PLAN, AND DIRECT DRAINAGE FROM DISTURBED AREAS TO THEM.
4. INSTALL STRAW BALE DAMS IN DITCHES AS THEY ARE CONSTRUCTED, AND INSTALL SILT FENCES AT INDICATED LOCATIONS. INSTALL
STRAW BALES AND GRAVEL BAG FILTERS AT STORM SEWER STRUCTURES AS THEY ARE CONSTRUCTED.
5. MULCH, LIME, FERTILIZE, SEED AND STRAW ALL DISTURBED AREAS AS SOON AS POSSIBLE FOLLOWING FINAL GRADING.
6. WASH DOWN CONSTRUCTION ENTRANCE AS NECESSARY TO LIMIT MUD AND DEBRIS BEING CARRIED ONTO ADJACENT ROADS.
DRAINAGE FROM CONSTRUCTION ENTRANCE SHALL BE GRADED TO DRAIN TO SILT FENCES, OR OTHER EROSION CONTROL MEASURES.
7. FOLLOWING COMPLETION OF PAVEMENT, STORM SYSTEM, AND MULCHING AND SEEDING ACTIVITIES, FLUSH OR CLEAN ALL SEDIMENT
FROM STORM PIPE SYSTEM.
8. WHEN CONSTRUCTION IS COMPLETE AND UPON APPROVAL OF THE LOCAL GOVERNING AGENCY, REMOVE SILT FENCES, STRAW
BALES, AND GRAVEL BAG FILTERS. SPREAD AND GRADE COLLECTED MATERIALS, AND MULCH, LIME, FERTILIZE, SEED AND STRAW.
9. REMOVE SEDIMENT FROM DITCHES, AND REGRADE TO DEPTH AND SIZE SHOWN ON THE GRADING PLAN. SPREAD AND GRADE
COLLECTED MATERIALS, AND SEED.
10. REMOVE SEDIMENT TRAPS, AND SEED DISTURBED AREA.
SEEDING NOTES:
1. THE CONTRACTOR IS REQUIRED TO FURNISH ALL MATERIALS, EQUIPMENT AND LABOR NECESSARY FOR THE SEEDING OF ALL
DISTURBED AREAS, AND OTHER AREAS SPECIFIED ON THE GRADING PLANS. ALL SPECIFIED SURFACE AREAS SHALL BE SEEDED IN
ACCORDANCE WITH THE FOLLOWING SPECIFICATIONS.
2. TOPSOIL SHALL BE STRIPPED AND STOCK PILED DURING CONSTRUCTION. A MINIMUM OF 6 INCHES OF CONDITIONED AND AMENDED
TOPSOIL SHALL BE RESPREAD OVER ALL AREAS SPECIFIED FOR SEEDING. GRADING SHALL CONFORM WITH THE GRADING PLAN.
3. SEEDING SHALL BE AS FOLLOWS: (A)"REBEL" OR "FALCON" FESCUE SEED ('TIL APRIL 15TH) WITH 95% GERMINATION. APPLICATION
RATE SHALL BE 8 LBS. PER 1,000 SQUARE FEET. (B)BERMUDA SEED (FROM APRIL 15TH TO AUGUST 15TH) WITH 95% GERMINATION.
APPLICATION RATE SHALL BE 3 LBS. PER 1,000 SQUARE FEET.
4. SOIL AMENDMENT SHALL BE RECOMMENDED USING LIME OR SULFUR TO ACHIEVE A SOIL PH OF 5.5 TO 6.5.
5. "2-4-D ROUNDUP" OR EQUIVALENT POST-EMERGENT HERBICIDE SHALL BE REQUIRED TO KILL EXISTING WEEDS PRIOR TO SEEDING.
"TREFLAN," "DACTAL" OR EQUIVALENT PRE-EMERGENT HERBICIDE SHALL BE REQUIRED FOR ALL SEEDED AREAS TO PREVENT WEED
GERMINATION.
6. PROTECTION OF SEEDED AREAS ON STEEP SLOPES SHALL BE PROVIDED USING A "SUPER DUTY EXCELSIOR EROSION CONTROL
BLANKET" AS MANUFACTURED BY "PPS PACKAGING COMPANY," P.O. BOX 56 FOWLER, CA, 93625, OR APPROVED EQUIVALENT WHERE
INDICATED ON THE GRADING PLAN. APPLICATION OF "EXCELSIOR" BLANKET SHALL COMPLY WITH THE MANUFACTURER'S
RECOMMENDATIONS. WHERE INDICATED ON THE PLANS, APPLY BLANKET TO THE SLOPE AFTER PROPER PREPARATION AND SEEDING
OF THE GROUND.
REINFORCED CONCRETE NOTES
1. ALL CONCRETE SHALL BE AIR ENTRAINED 3000 PSI MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS, (CLASS "A."), UNLESS NOTED
OTHERWISE ON THE PLANS.
2. ALL CONSTRUCTION JOINTS SHALL BE CONSTRUCTED WITH CONTINUOUS SHEAR KEYS IN ACCORDANCE WITH THE SHEAR KEY
DETAIL ON THE PLANS.
3. ALL REINFORCING STEEL SHALL BE GRADE 60 DEFORMED BARS, AND SHALL CONFORM TO STM A615, FOR BILLET STEEL.
4. LAP SPLICES AND BAR EMBEDMENTS SHALL BE IN ACCORDANCE WITH THE TABLE ON THE PLANS.
5. CONCRETE AIR CONTENT AND SLUMP SHALL BE IN ACCORDANCE WITH THE TABLE ON THE PLANS.
6. ALL REINFORCING BARS SHALL BE SHOP BENT IN ACCORDANCE WITH THE TABLE ON THE PLANS. HEATING OF REINFORCING BARS TO
BEND THEM, OR STRAIGHTEN THEM WILL NOT BE ALLOWED.
7. ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185, SMOOTH FABRIC WITH AN ASTM YIELD STRENGTH OF 65,000 PSI.
CIV
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NG
IN
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75
00
S
. M
em
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l P
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L 3
58
02
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site
in
c.b
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PROJECT NO.:
DRAWN BY:
FIELD DATE:
OFFICE DATE:
CHECKED BY:
SHEET
REVISIONS:
NE
W P
OW
ER
S
UB
ST
AT
IO
N
BIG
C
OV
E R
OA
D, H
UN
TS
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LE
, A
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N 19
, T
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NS
HIP
5
-S
, R
AN
GE
2
-E
18-042
JLW
--
9/6/18
CUNNINGHAM
4" - 7" 2" X 2" 1 1/2" 1" 1 1/2"
Z
Y
X
D
4" X 12" 11 1/4" 10 3/4" 3 1/2"
4" X 10" 9 1/4" 8 3/4" 3 1/2"
4" X 8" 7 1/4" 6 3/4" 3 1/2"
4" X 6" 5 1/2" 5" 3 1/2"
4" X 4" 3 1/2" 3" 3 1/2"
2" X 10" 9 1/4" 8 3/4" 1 1/2"
2" X 8" 7 1/4" 6 3/4" 1 1/2"
14" - 20" 2" X 6" 5 1/2" 5" 1 1/2"
8" - 13" 2" X 4" 3 1/2" 3" 1 1/2"
DR
AW
IN
GS
SE
E
X Y Z
KEY SIZE
SHEAR KEY DETAIL
NOMINAL
WALL (D)
THICKNESS
BACKFILL CONCRETE
REINFORCED WALLS AND PAVEMENTS
REINFORCED FOOTINGS AND SLABS
TYPE OF CONSTRUCTION
4 1
6 3
SLUMP TABLE
MAX. MIN.
SLUMP (INCHES)
3 1
COARSE AGGREGATE (INCHES)
NOMINAL MAXIMUM SIZE
CONCRETE AIR CONTENT TABLE
1 1/2
1
3/4
4 TO 8
3.5 TO 6.5
3 TO 6
PERCENT BY VOLUME
TOTAL AIR CONTENT
LENGIH 12" 14" 20" 27" 35" 44" 56"
LENGTH 16" 18" 26" 35" 45" 57" 73"
J 3" 4" 5" 6" 7" 8" 11.25" 12.75"
A 6" 8" 10" 12" 14" 16" 19" 22"
D 2.25" 3.0" 3.75" 4.50" 5.25" 6.0" 9.02" 10.16"
DIAMETER 0.375" 0.5" 0.625" 0.75" . 875" 1.0" 1.128" 1.27"
BAR SIZE #3 #4 #5 #6 #7 #8 #9 #10
BAR BEND TABLE AND EMBEDMENT TABLE
16"
EMBEDMENT
12"
LAP SPACE
(d)
d
12
d
A
D
J
d
D
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
W
W
W
W
W
W
W
W
W
W
W
W
5/8" CIPF SMITH5/8" CIPF SMITH
5/8" CIPF SMITH
INV: 577.46
INV: 578.28
INV: 578.66
INV: 577.65
INV: 578.56
T
TEL PED
5/8" CIPF SMITH
W
INV: 577.68
F/O
F/O
F/O
F/O
F/O
F/O
F/O
F/O
F/O
F/O
F/O
F/O
F/O
OLD BIG COVE ROAD
(PUBLIC R.O.W.)
OL
D H
IG
HW
AY
4
31
(P
UB
LIC
R
.O
.W
.)
N87°41'54"E
840.23'
S2
°2
0'4
9"W
10
5.0
3'
S87°41'49"W
839.97'
FFE
588.00
20.00'
28.00'
50.00'
49.95'
35
.9
2'
35
.9
2'
13.48'
12
.9
7'
25.00'
28.00'
261.32'
10
1.6
9'
10
1.6
8'
9.00'
33
.4
1'
3.0
0'
3.0
0'
49.74'
261.20'
52.28'
43.77'
37
.9
4'
N: 1490139.53
E: 467545.15
N: 1490037.93
E: 467549.37
N: 1490048.43
E: 467810.35
N: 1490150.03
E: 467806.27
N: 1490102.43
E: 467799.17
N: 1490077.96
E: 467788.15
N: 1490131.35
E: 467663.58
N: 1490103.66
E: 467737.37
N: 1490075.23
E: 467652.45
N: 1490103.63
E: 467596.64
N: 1490062.05
E: 467665.88
N: 1490062.84
E: 467685.50
N: 1490064.22
E: 467719.83
N: 1490065.01
E: 467739.46
20' 40'0
G:\C
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S\18
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42
S
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SIT
E D
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OP
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58
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39
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CIV
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S
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em
oria
l P
ky., S
te
. 2
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, H
un
tsville
, A
L 3
58
02
25
6.5
39
.12
21 w
ww
.4
site
in
c.b
iz
PROJECT NO.:
DRAWN BY:
FIELD DATE:
OFFICE DATE:
CHECKED BY:
SHEET
REVISIONS:
NE
W P
OW
ER
S
UB
ST
AT
IO
N
BIG
C
OV
E R
OA
D, H
UN
TS
VIL
LE
, A
L
SE
CT
IO
N 19
, T
OW
NS
HIP
5
-S
, R
AN
GE
2
-E
18-042
JLW
--
9/6/18
CUNNINGHAM
8' GALVANIZED CHAINLINK FENCE W/GALVANIZED
BARBED WIRE SECURITY FENCING ALONG TOP.
MAIN FENCE TO BE 2
3
8
" 16 GAUGE POST
W/ 8 FOOT 9 GAUGE 2" WIRE MESS.
SECURITY FENCING TO BE COMPRISED OF
3 STRAND HEAVY BARBED ARM TO BE
MOUNTED ON EACH POST W/ 14 GAUGE
MIN. DOUBLE STRAND BARBED WIRE.
CHAINLINK FENCING TO BE PLACED ALONG THE
EDGE OF THE GRAVEL DRIVE ALONG THE
ENTIRETY OF THE PERIMETER.
GATE TO BE CONSTRUCTED USING 2-14' SWINGING
GATES W/ A 1
3
8
" DROP ROD PADLOCABLE LATCH.
A 1
5
8
" CENTERSTOP IS TO BE LOCATED IN
CONCRETE PAVEMENT TO SECURE THE DROP ROD
FOR WHEN GATE IS IN THE CLOSED POSITION.
DENSE GRADE BASE DRIVE
AISLE. SEE GRAVEL DRIVE
BUILD UP DETAIL.
POWER SUBSTATION. SEE SUBSTATION
PLANS FOR SPECIFICATIONS AND DETAILS
REGARDING LAYOUT AND FOUNDATION
REQUIREMENTS.
12' X 24' CONTROL BUILDING.
COORD. W/ HUNTSVILLE UTILITIES.
DENSE GRADE BASE DRIVE
AISLE. SEE GRAVEL DRIVE
BUILD UP DETAIL.
EXISTING UNDERGROUND
FIBER OPTIC LINE
EXISTING OVERHEAD
ELECTRIC LINE
EXISTING WATER MAIN
FLOOD INFORMATION:
BY GRAPHIC PLOTTING ONLY, THE SUBJECT PROPERTY IS LOCATED WITHIN
ZONE "AE" OF THE NATIONAL FLOOD INSURANCE PROGRAM, FEDERAL
EMERGENCY MANAGEMENT AGENCY (FEMA), FLOOD INSURANCE RATE MAP
(FIRM), MADISON COUNTY, ALABAMA, COMMUNITY PANEL NUMBER 01089C0477E
MAP REVISED OCTOBER 2, 2014.
NOTE: ALL UTILITY LOCATIONS HAVE BEEN PROVIDED BY THE
RESPECTIVE UTILITY DEPARTMENTS OR COMPANIES.
CONTRACTORS ARE RESPONSIBLE FOR ANY DAMAGE TO
UTILITIES, CALL UTILITY COMPANY OR CITY DEPARTMENTS FOR
GROUND LOCATIONS BEFORE DIGGING.
SITE BENCHMARK:
TRAVERSE NAIL SET NEAR
NORTHEAST CORNER OF
PROPERTY
ELEV. = 885.46
X
X
X
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE
OHE
OHE
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
W W WW
WW
WW
WW W
W
5/8" CIPF SMITH5/8" CIPF SMITH
5/8" CIPF SMITH
INV: 577.46
INV: 578.28
INV: 578.66
INV: 577.65
INV: 578.56
T
TEL PED
5/8" CIPF SMITH
W
INV: 577.68
F/O
F/O F/OF/O F/O
F/O F/O
F/O
F/O
F/O
F/O
F/OF/O
OLD BIG COVE ROAD
(PUBLIC R.O.W.)
OL
D H
IG
HW
AY
4
31
(P
UB
LIC
R
.O
.W
.)
N87°41'54"E
840.23'
S2
°2
0'4
9"W
10
5.0
3'
S87°41'49"W
839.97'
58
0
58
0
58
0
5
8
0
580
580
580
585
58
5
58
5
5
8
5
58
5
585
5
8
5
58
5
5
8
5
57
7
57
7
57
7
57
8
57
8
578
578
57
9
57
9
57
9
57
9
579
579
58
1
58
1
58
1
581
581
581
581
581
5
8
2
58
2
58
2
582
582
582
582
582
582
5
8
2
583
583
583
5
8
3
58
3
58
3
583
584
58
4
5
8
4
5
8
4
58
4
584
584
5
8
6
58
6
FG
585.40
FG
585.15
FG
586.00
FG
585.75
FG
585.50
FG
585.50
FG
585.50
FG
585.50
FG
585.00
FG
584.50
FG
584.50
FG
585.00
FG
586.50
FG
586.50
FG
586.50
FG
586.50
FG
585.30
FG
584.80
FG
584.25
FG
583.00
58
5
58
5
58
5
585
58
1
58
2
58
2
58
3
58
3
583
58
4
58
4
584
584
5
8
6
5
8
6
FFE
588.00
TOP OF PIT WALLS
587.50
FG
585.50
FG
586.00
FG
585.36
FG
585.30
FG
585.00
FG
580.62
FG
585.00
FG
586.05
FG
586.05
FG
583.64
FG
584.50
FG
581.79
FG
582.69
20' 40'0
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. 2
09
, H
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tsville
, A
L 3
58
02
25
6.5
39
.12
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.4
site
in
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CIV
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NG
IN
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G S
UR
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YIN
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ND
SC
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HIT
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AB
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N + C
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AT
IV
E S
OL
UT
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NS
75
00
S
. M
em
oria
l P
ky., S
te
. 2
09
, H
un
tsville
, A
L 3
58
02
25
6.5
39
.12
21 w
ww
.4
site
in
c.b
iz
PROJECT NO.:
DRAWN BY:
FIELD DATE:
OFFICE DATE:
CHECKED BY:
SHEET
REVISIONS:
NE
W P
OW
ER
S
UB
ST
AT
IO
N
BIG
C
OV
E R
OA
D, H
UN
TS
VIL
LE
, A
L
SE
CT
IO
N 19
, T
OW
NS
HIP
5
-S
, R
AN
GE
2
-E
18-042
JLW
--
9/6/18
CUNNINGHAM
NOTE: ALL UTILITY LOCATIONS HAVE BEEN PROVIDED BY THE
RESPECTIVE UTILITY DEPARTMENTS OR COMPANIES.
CONTRACTORS ARE RESPONSIBLE FOR ANY DAMAGE TO
UTILITIES, CALL UTILITY COMPANY OR CITY DEPARTMENTS FOR
GROUND LOCATIONS BEFORE DIGGING.
SITE BENCHMARK:
TRAVERSE NAIL SET NEAR
NORTHEAST CORNER OF
PROPERTY
ELEV. = 885.46
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
W
W
W
W
W
W
W
W
W
W
W
W
5/8" CIPF SMITH5/8" CIPF SMITH
5/8" CIPF SMITH
INV: 577.46
INV: 578.28
INV: 578.66
INV: 577.65
INV: 578.56
T
TEL PED
5/8" CIPF SMITH
W
INV: 577.68
F/O
F/O
F/O
F/O
F/O
F/O
F/O
F/O
F/O
F/O
F/O
F/O
F/O
OLD BIG COVE ROAD
(PUBLIC R.O.W.)
OL
D H
IG
HW
AY
4
31
(P
UB
LIC
R
.O
.W
.)
N87°41'54"E
840.23'
S2
°2
0'4
9"W
10
5.0
3'
S87°41'49"W
839.97'
58
0
58
0
58
0
5
8
0
580
580
580
5855
8
5
58
5
5
8
5
58
5
585
5
8
5
58
5
5
8
5
5
7
7
57
7
57
7
57
8
57
8
57
8
578
57
9
57
9
57
9
57
9
579
579
58
1
58
1
58
1
58
1
581
581
581
581
5
8
2
582
58
2
582
582
582
582
582
58
2
5
8
2
583
583
58
3
5
8
3
583
583
583
584
5
8
4
5
8
4
5
8
4
58
4
584
584
5
8
6
58
6
58
6
FFE
588.00
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
20' 40'
NOTE: ALL UTILITY LOCATIONS HAVE BEEN PROVIDED BY THE
RESPECTIVE UTILITY DEPARTMENTS OR COMPANIES.
CONTRACTORS ARE RESPONSIBLE FOR ANY DAMAGE TO
UTILITIES, CALL UTILITY COMPANY OR CITY DEPARTMENTS FOR
GROUND LOCATIONS BEFORE DIGGING.
0
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iz
PROJECT NO.:
DRAWN BY:
FIELD DATE:
OFFICE DATE:
CHECKED BY:
SHEET
REVISIONS:
NE
W P
OW
ER
S
UB
ST
AT
IO
N
BIG
C
OV
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D, H
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LE
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N 19
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NS
HIP
5
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AN
GE
2
-E
18-042
JLW
--
9/6/18
CUNNINGHAM
TEMP CONST.
ENTRANCE
DOUBLE ROW
SILT FENCE
DOUBLE ROW
SILT FENCE
DOUBLE ROW
SILT FENCE
STRAW WATTLE
G:\C
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S
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in
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NO SCALE
CIV
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IN
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, A
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58
02
25
6.5
39
.12
21 w
ww
.4
site
in
c.b
iz
PROJECT NO.:
DRAWN BY:
FIELD DATE:
OFFICE DATE:
CHECKED BY:
SHEET
REVISIONS:
NE
W P
OW
ER
S
UB
ST
AT
IO
N
BIG
C
OV
E R
OA
D, H
UN
TS
VIL
LE
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N 19
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2
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18-042
JLW
--
9/6/18
CUNNINGHAM
TYPICAL GRAVEL DRIVE SECTION
NOT TO SCALE
3
1
3
2
SHALL BE IN ACCORDANCE WITH SECTION 825,
TYPE "B", COMPACTION TO 100% PROCTOR DENSITY.
ALDOT REF. 301 OF SPECIFICATIONS. ALL MATERIALS
4" LAYER OF DENSE GRADED LIMESTONE BASE COURSE
TOP 6" OF SUBGRADE IS TO BE COMPACTED TO 100%
PROCTOR DENSITY. BELOW TOP 6" IS TO BE
COMPACTED TO 98% PROCTOR DENSITY AS
DETERMINED BY AASHTO T-99 COMPACTION TEST.
SEE PAVEMENT NOTES FOR ADDITIONAL INFORMATION.
CONSTRUCTION ENTRANCE
NOT TO SCALE
1
5
' M
IN
H
A
R
D
S
U
R
F
A
C
E
P
U
B
L
IC
R
O
A
D
2 TO 3 INCH
AGGREGATE
TEMPORARY
5
0
' M
IN
.
6"
MIN
.
DETAILS FOR PLACING
SILT FENCES
NOT TO SCALE
ELEVATION VIEW
SECTIONAL VIEW
FOR STEEL POSTS OR WOOD POSTS
SILT FENCE TIEBACK
MAX. 6' POST SPACING
USE MIN. OF 18 POSTS
PER 100 FT. OF LENGTH
2" MIN.
58
" M
IN
IM
UM
P
OS
T
24
"2
4"
SILT FENCE FABRIC
TOTAL WIDTH 36"
EXISTING
GROUND
WOOD POST (TYP.)
8" MINIMUM
MIN. 2.25" (NOMINAL) X 2.25" (NOMINAL)
- (1.75" ACTUAL X 1.75" ACTUAL) (3.06 SQ.
IN.) HARDWOOD POST (OAK OR HICKORY) OR
MIN. 1.25 LB./FT. STEEL POST (STD. "T" OR
"U" SECTION) - LENGTH 58"POSITION POST/FABRIC
ASSEMBLY AT VERTICAL
TO A MAX. 5° FROM
THE VERTICAL (ANGLED
TOWARD FLOW)
SILT FENCE FABRIC
FLO
W
EXISTING
GROUND
6"
4"
24
"2
4"
2" MIN.
BOTTOM OF
TRENCH
FLO
W
EXISTING GROUND
SILT FENCE
1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.
2. DO NOT SCALE DRAWINGS.
NOTES:
INLET PROTECTION
STRAW WATTLES
DRAINAGE GRATE
STORM DRAIN INLET
3. FIBER ROLLS SHOULD BE INSPECTED AFTER EVERY SIGNIFICANT STORM EVENT TO CLEAR AND DISPOSE
OF SEDIMENT AND DEBRIS.
SEDIMENT IS CAPTURED
BEHIND ROLLS
NOT TO SCALE
24" WOOD
STAKES (TYP)
STRAW WATTLE TO
EXTEND TO TOP OF DITCH
DITCH PROTECTION
NOT TO SCALE
LENGTH VARIES LENGTH VARIES
STRAW WATTLE TO
EMBEDDED 2-3" DEEP AND
STAKED INTO GROUND W/
24" WOOD STAKES (TYP)
(SEE TABLE) (SEE TABLE)
SLOPE PROTECTION
NOT TO SCALE
3'-0" MAX.
EMBED WATTLE
2-3" INTO
GROUND &
STAKE AS REQ'D
WATTLE SPACING PER SLOPE TABLE
SLOPE GRADIENT WATTLE SPACING (FT)
< 6:1 (16.6%) 50'-0"
6:1 - 4:1 (16.6 - 25%) 25'-0"
4:1 - 2:1 (25 - 50%) 20'-0"
2:1 - 1:1 (50 - 100%) 10'-0"
SLO
PE
SLO
PE
STRAW WATTLE
INSTALLATION DETAILS
NOT TO SCALE
1 4" LAYER OF #57 STONE. REFERENCE ALDOT SECTION
801 FOR STONE REQUIREMENTS.
2
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58
02
25
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c.b
iz
NO SCALE
CIV
IL E
NG
IN
EE
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. 2
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un
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, A
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58
02
25
6.5
39
.12
21 w
ww
.4
site
in
c.b
iz
PROJECT NO.:
DRAWN BY:
FIELD DATE:
OFFICE DATE:
CHECKED BY:
SHEET
REVISIONS:
NE
W P
OW
ER
S
UB
ST
AT
IO
N
BIG
C
OV
E R
OA
D, H
UN
TS
VIL
LE
, A
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SE
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IO
N 19
, T
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NS
HIP
5
-S
, R
AN
GE
2
-E
18-042
JLW
--
9/6/18
CUNNINGHAM
8' TALL CHAIN-LINK FENCE DETAIL
NTS
NOTE:
ALL NEW MATERIALS
SHALL MATCH EXISTING
TERMINAL OR CORNER POSTS
2
3
8
" OUTSIDE DIAMETER
SCHEDULE 40 GALVANIZED
9 GAUGE STANDARD
TENSION BAR BANDS/CLIPS
AT 1'-0" O.C.
STANDARD TENSION BAR(TYP.)
FINISH GRADE
SLOPE TO DRAIN
TENSION WIRE WITH 9-GAUGE
GALVANIZED HOG RINGS AT 18" O.C.
COMPACTED SUBGRADE
CONCRETE FOOTING
1-5/8" OUTSIDE
DIAMETER TOP RAIL
.055 GAUGE
KNUCKLED SELVAGE AT
TOP AND BOTTOM(TYP.)
FABRIC @ 1
1
2
"
MAX. FROM
FINISHED GRADE
2" MESH CHAIN-LINK FABRIC
14 -GAUGE
2
3
8
" OUTSIDE
DIAMETER LINE POSTS
16 GAUGE. (TYP.)
9-GUAGE ALUMINUM WIRE
TIES @ 1'-0" O.C.(TYP.)
TERMINAL OR CORNER POSTS
2
3
8
" OUTSIDE DIAMETER
SCHEDULE 40 GALVANIZED
STANDARD TENSION BAR(TYP.)
KNUCKLED SELVAGE AT
TOP AND BOTTOM(TYP.)
STANDARD 9 GAUGE
TENSION BAR BANDS/CLIPS
AT 1'-0" O.C.
BOTTOM TENSION WIRE
OR RAIL @ 1-1/2" MAX.
FROM FINISHED GRADE
ALL GATE POSTS SHALL HAVE
DIAGONAL BRACES WITH
TURNBUCKLES AND BRACES
WHICH SHALL BE HEAVY DUTY
STEEL, MIN. DIA.
1
2
"
ALL GATES SHALL HAVE
DIAGONAL BRACES WITH
TURNBUCKLES AND BRACES
WHICH SHALL BE HEAVY DUTY
STEEL, MIN. DIA.
1
2
"
GATES SHALL BE FRAMED ON
FOUR SIDES WITH 2" DIA PIPE.
THE GATE FRAMES SHALL BE OF
ALL SHOP WELDED
CONSTRUCTION WITH
COMPLETE FULL WELDS
GROUND SMOOTH.
GATE HINGES SHALL BE
HEAVY-DUTY MALLEABLE IRON
FULL-BACK TYPE, ALLOWING
FOR 180° SWING. GATE-LOCKING
DEVICE SHALL BE HEAVY-DUTY
EXTERNAL TYPE WITH LATCH
KEEPER AND ALL
APPURTENANCES.
ALL GATES OVER 6' HIGH SHALL
HAVE AN INTERMEDIATE RAIL
WHERE EVER A DIAGONAL
CROSSES AN INTERMEDIATE RAIL,
THE BRACE SHALL PASS
BETWEEN THE RAIL AND THE
MESH.
CONCRETE FOOTING
FINISHED
GRADE
DOUBLE LEAF CHAIN LINK GATE DETAIL
NTS
TERMINAL OR CORNER POSTS
SEE CHAINLINK FENCE DETAILS
STANDARD TENSION BAR(TYP.)
KNUCKLED SELVAGE AT
TOP AND BOTTOM(TYP.)
STANDARD 9 GAUGE
TENSION BAR BANDS/CLIPS
AT 1'-0" O.C.
BOTTOM RAIL @ 1-1/2"
MAX. FROM FINISHED
GRADE
ALL GATE POSTS SHALL HAVE
DIAGONAL BRACES WITH
TURNBUCKLES AND BRACES
WHICH SHALL BE HEAVY DUTY
STEEL, MIN. DIA. 5/8"
CONCRETE FOOTING
(SEE FENCE DETAIL)
FINISHED
GRADE
AS NOTED
ON PLAN
LOCKABLE
LATCH
SINGLE LEAF CHAIN LINK GATE DETAIL
NTS
AS NOTED ON PLAN'
1
3
8
" DROP ROD
PADLOCKABLE
LATCH
45° 3 STRAND
BARBED WIRE
CORNER ARM
45° 3 STRAND
BARBED WIRE ARM
45° 3 STRAND
BARBED WIRE ARM
45°
2
3
8
" OUTSIDE
DIAMETER LINE POSTS
16 GAUGE. (TYP.)
SIDE VIEW CHAIN LINK FENCE DETAIL
NTS
8' O.C. (TYP)
X X X X X X X X X X X
X X X X X X X X X X X
X X X X X X X X X X X
OUTSIDE FENCEINSIDE FENCE
14 GAUGE MIN.
DOUBLE STRANDED
BARBED WIRE
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