Fence Scope Of Work

2.TOPSOIL SHALL BE STRIPPED AND STOCK PILED DURING CONSTRUCTION. A MINIMUM OF 6 INCHES OF CONDITIONED AND AMENDEDTOPSOIL 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. APPLICATIONRATE 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. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND PROPER DISPOSAL OF ALL BOULDERS, DEBRIS, EXCESSCONSTRUCTION MATERIALS, MATERIAL GENERATED FROM THE DEMOLITION OF EXISTING STRUCTURES AND FACILITIES, AND TRASH.5.6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING EXISTING UTILITIES LOCATED PRIOR TO THE COMMENCEMENT OFCONSTRUCTION. THE ENGINEER/SURVEYOR ASSUME NO RESPONSIBILITY AS TO THE ACCURACY OR COMPLETENESS OF THE EXISTINGUTILITIES SHOWN ON THE PLANS."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 WEEDGERMINATION.6.PROTECTION OF SEEDED AREAS ON STEEP SLOPES SHALL BE PROVIDED USING A "SUPER DUTY EXCELSIOR EROSION CONTROLBLANKET" AS MANUFACTURED BY "PPS PACKAGING COMPANY," P.O. BOX 56 FOWLER, CA, 93625, OR APPROVED EQUIVALENT WHEREINDICATED ON THE GRADING PLAN. APPLICATION OF "EXCELSIOR" BLANKET SHALL COMPLY WITH THE MANUFACTURER'SRECOMMENDATIONS. WHERE INDICATED ON THE PLANS, APPLY BLANKET TO THE SLOPE AFTER PROPER PREPARATION AND SEEDINGOF THE GROUND.2. THE CONTRACTOR SHALL PREVENT THE DESTRUCTION OF ALL SURVEY MONUMENTS, BENCH MARKS, PROPERTY CORNERS AND ALLOTHER SURVEY POINTS. WHERE THE REMOVAL OF SUCH POINTS IS NECESSARY FOR THE ACCOMPLISHMENT OF THE WORK, THECONTRACTOR IS TO INFORM THE ENGINEER IN WRITING, PRIOR TO THE DISTURBANCE OF ANY POINT, AND IS NOT TO DISTURB THEPOINT 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 TOBE DAMAGED IN ANY MANNER.4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING STREETS AND OTHER STRUCTURES WHICH ISCAUSED BY CONSTRUCTION ACTIVITIES.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 CONDITIONSPREVENT THE CONTRACTOR FROM OBTAINING A PROPERLY SHAPED TRENCH BOTTOM.7500 S. Memorial Pky., Ste. 209, Huntsville, AL 35802256.539.1221www.4siteinc.bizTHE CONTRACTOR IS REQUIRED TO FURNISH ALL MATERIALS, EQUIPMENT AND LABOR NECESSARY FOR THE SEEDING OF ALLDISTURBED AREAS, AND OTHER AREAS SPECIFIED ON THE GRADING PLANS. ALL SPECIFIED SURFACE AREAS SHALL BE SEEDED INACCORDANCE WITH THE FOLLOWING SPECIFICATIONS.COLLABORATIVE DESIGN CREATIVE SOLUTIONS1.LANDSCAPE ARCHITECTUR1. THE CONTRACTOR IS RESPONSIBLE FOR MAKING APPLICATION, AND PAYING FOR ALL NECESSARY PERMITS.SURVEYINGSEEDING NOTES:CIVIL ENGINEERINGGENERAL NOTES8. 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, ANDSHALL BE GROUTED WHERE INDICATED ON THE PLANS.11. THE CONTRACTOR SHALL PROVIDE ADEQUATE TRAFFIC CONTROL DEVICES AND SAFETY MEASURES FOR CONSTRUCTION WORKWITHIN PUBLIC RIGHT-OF-WAYS AND OTHER AREAS WHICH REQUIRE ITS' USE IN ACCORDANCE WITH THE FEDERAL HIGHWAYADMINISTRATION 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 INCLUDEREVIEW OF THE CONTRACTOR'S SAFETY MEASURES IN, ON, OR NEAR THE CONSTRUCTION SITE.THE SITE TOPOGRAPHY AND OTHER TOPOGRAPHIC DATA SHOWN ON THE PLANS OR INCLUDED IN THE SPECIFICATIONS ARE FOR THEINFORMATION OF THE CONTRACTOR.THE CONTRACTOR SHALL MAKE SUCH ADDITIONAL INVESTIGATIONS AS REQUIRED TOACQUAINT HIMSELF ADEQUATELY WITH THE SITE, INCLUDING SUBSURFACE SOILCONDITIONS, FOR PREPARATION OF HIS BID, ANDFOR THE SUCCESSFUL EXECUTION OF THE WORK.2. UNLESS INDICATED OTHERWISE ON THE PLANS, ALL PROPOSED CONTOURS AND ALLFINISHED GRADE.PROPOSED SPOT ELEVATIONS SHOWN ARE3. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE PROTECTION OF HIS WORK. SUCH GRADING AS ISREQUIRED FOR THIS PURPOSE SHALL BE THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE PERFORMED AT NO ADDITIONAL COSTTO THE OWNER. THE OWNER MAY DIRECT THE CONTRACTOR TO PERFORM SUCH GRADING AND DRAINAGE AS IS NECESSARY TOPREVENT SURFACE RUNOFF FROM DAMAGING THE WORK.13. SIDEWALK RAMPS ARE TO COMPLY WITH THE AMERICANS WITH DISABILITIES ACT (ADA) SPECIFICATIONS.4. THE CONTRACTOR SHALL BE REQUIRED TO INSTALL SILT FENCES, STRAW BALES, AND OTHER EROSION & SEDIMENT CONTROLMEASURES TO PREVENT LOOSE DIRT AND SEDIMENT FROM WASHING ONTO STREETS AND ADJACENT PROPERTY. THE CONTRACTORSHALL BE RESPONSIBLE FOR THE MAINTENANCE OF EROSION & SEDIMENT CONTROL MEASURES UNTIL FINAL INSPECTION BY THELOCAL GOVERNING AGENCY.PAVEMENT CONSTRUCTIONGENERAL NOTES1. 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. ALLMATERIALS SHALL BE IN ACCORDANCE WITH SECTION 825, TYPE B. 100% COMPACTION.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 INDICATEDOTHERWISE ON THE PLANS.3. PORTLAND CEMENT CONCRETE PAVEMENT SHALL BE PLACED IN ACCORDANCE WITH SECTION 450, ALDOT., 2012.7. ALL EARTH FILL SHALL BE PLACED IN ACCORDANCE WITH SECTION 210, ALDOT., 2012. ALL EARTH FILL UNDER BUILDINGS SHALL ALSOMEET THE REQUIREMENTS OF THE ARCHITECT'S PLANS AND SPECIFICATIONS.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., 2012.8. IF A GEOTECHNICAL REPORT HAS BEEN PREPARED FOR THE SITE, THE CONTRACTORSHALL BE RESPONSIBLE FOR FOLLOWING THESITE PREPARATION RECOMMENDATIONS SPECIFIED WITHIN THIS DOCUMENT, UNLESS MORE STRINGENT REQUIREMENTS ARE GIVEN ONTHE PLANS OR WITHIN THE PROJECT SPECIFICATIONS.6. THE SITE SHALL BE CLEARED AND ALL UNSUITABLE MATERIAL REMOVED PRIOR TO PLACING AND COMPACTING EMBANKMENTS.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 ARETO BE SECURELY ATTACHED TO PVMT. WITH A MINIMUM OF 2-5/8"x24" GALV. STEEL DOWELS EMBEDED IN WHEEL STOPS AT 1/3POINTS, 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, TYPEN, OR LATEX WATER-BASE EMULSION, READY-MIXED, COMPLYING WITH FS TT-P-1952. APPLY PVMT. MARKING PAINT WITHMECHANICAL EQUIPMENT, PER THE MFR'S RECOMMENDATIONS TO PRODUCE PVMT. MARKINGS OF DIMENSIONS INDICATED ON THEPLANS WITH UNIFORM, STRAIGHT EDGES, AND A MINIMUM WET FILM THICKNESS OF15 mils (.4mm).EROSION & SEDIMENT CONTROL CONSTRUCTION SEQUENCE:1.INSTALL CONSTRUCTION ENTRANCES WITH CRUSHED AGGREGATE BASE COURSE AT ALL LOCATIONS WHERE CONSTRUCTIONTRAFFIC WILL BE ENTERING AND EXITING THE SITE. CONSTRUCTION ENTRANCES USED FOR REMOVAL OF ONSITE MATERIALS SHALLEXTEND TO THE LOADING AREA, BUT IN NO CASE SHALL ANY CONSTRUCTION ENTRANCE BE LESS THAN 50 FEET IN LENGTH OR 6" INDEPTH. 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. INSTALLSTRAW BALES AND GRAVEL BAG FILTERS AT STORM SEWER STRUCTURES AS THEY ARE CONSTRUCTED.REINFORCED CONCRETE NOTES1.2.ALL CONCRETE SHALL BE AIR ENTRAINED 3000 PSI MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS, (CLASS "A."), UNLESS NOTEDOTHERWISE ON THE PLANS.ALL CONSTRUCTION JOINTS SHALL BE CONSTRUCTED WITH CONTINUOUS SHEAR KEYS IN ACCORDANCE WITH THE SHEAR KEYDETAIL ON THE PLANS.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 SEDIMENTFROM STORM PIPE SYSTEM.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.9. REMOVE SEDIMENT FROM DITCHES, AND REGRADE TO DEPTH AND SIZE SHOWN ON THE GRADING PLAN. SPREAD AND GRADECOLLECTED MATERIALS, AND SEED.6.ALL REINFORCING BARS SHALL BE SHOP BENT IN ACCORDANCE WITH THE TABLE ON THE PLANS. HEATING OF REINFORCING BARS TOBEND THEM, OR STRAIGHTEN THEM WILL NOT BE ALLOWED.10. REMOVE SEDIMENT TRAPS, AND SEED DISTURBED AREA.8. WHEN CONSTRUCTION IS COMPLETE AND UPON APPROVAL OF THE LOCAL GOVERNING AGENCY, REMOVE SILT FENCES, STRAWBALES, AND GRAVEL BAG FILTERS. SPREAD AND GRADE COLLECTED MATERIALS, AND MULCH, LIME, FERTILIZE, SEED AND STRAW.REVISIONS:ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185, SMOOTH FABRIC WITH AN ASTM YIELD STRENGTH OF 65,000 PSI.CONCRETE AIR CONTENT TABLESHEAR KEY DETAIL1 1/2"3 1/2"5 1/2"7 1/4"9 1/4"3 1/2"5 1/2"7 1/4"9 1/4"11 1/4"1"3"5"6 3/4"8 3/4"3"5"6 3/4"8 3/4"10 3/4"ZY1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"3 1/2"3 1/2"3 1/2"3 1/2"3 1/2"3/44 TO 813.5 TO 6.51 1/23 TO 6JLWFIELD DATE:--OFFICE DATE: 9/6/18CHECKED BY:CUNNINGHAMd2" X 2"2" X 4"2" X 6"2" X 8"2" X 10"4" X 4"4" X 6"4" X 8"4" X 10"4" X 12"DRAWN BY:DJ4" - 7"8" - 13"14" - 20"Z12dYTOTAL AIR CONTENTPERCENT BY VOLUMEDXNOMINAL MAXIMUM SIZECOARSE AGGREGATE (INCHES)AXNOMINALKEY SIZEdDWALL (D)THICKNESSSEEDRAWINGSG:\CLIENT FILES\OMI, INC\18-042 BAILEY COVE RD-OLD 431 SUBSTATION\DESIGN\ENGINEERING\CONSTRUCTION SHEETS\18-042 SHEETS5. MULCH, LIME, FERTILIZE, SEED AND STRAW ALL DISTURBED AREAS AS SOON AS POSSIBLE FOLLOWING FINAL GRADING.3.7.PROJECT NOTES7. ALL SUBGRADES SHALL BE CLEARED AND GRUBBED, SCARIFIED TO A DEPTH OF 6", AND THEN RECOMPACTED TO 100% OF THEMAXIMUM DRY DENSITY, PLUS OR MINUS 2% OF OPTIMUM MOISTURE (ASTM-D6798).SECTION 19, TOWNSHIP 5-S, RANGE 2-E1.BIG COVE ROAD, HUNTSVILLE, ALEARTHWORK GENERAL NOTESNEW POWER SUBSTATION10. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING THE SAFETY OFALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BELIMITED TO NORMAL WORKING HOURS.SLUMP TABLETYPE OF CONSTRUCTIONREINFORCED FOOTINGS AND SLABSREINFORCED WALLS AND PAVEMENTSBACKFILL CONCRETESLUMP (INCHES)MAX.MIN.341163BAR BEND TABLE AND EMBEDMENT TABLEBAR SIZE (d)#3DIAMETER0.375"D2.25"A6"J3"LAP 625"3.75"10"5"#6#70.75" . 7"73"12"14"20"27"35"44"56"NO SCALESHEETC-2.0PROJECT NO.: 18-042

XOHE7500 S. Memorial Pky., Ste. 209, Huntsville, AL 35802256.539.1221www.4siteinc.bizCIVIL ENGINEERINGOHEOHECOLLABORATIVE DESIGN CREATIVE SOLUTIONSLANDSCAPE ARCHITECTURSURVEYINGOHEOHEOHEXINV: 578.56XXXXXXXXINV: 578.28N: 1490077.96E: 467788.1535.92'XXX35.92'N: 1490062.84E: 467685.50OHE33.41'N: 1490064.22E: 467719.83N: 1490075.23E: 467652.455/8" CIPF SMITHN: 1490065.01E: 467739.46INV: 577.4643.77'INV: 577.68OHE3.00'OHE8' GALVANIZED CHAINLINK FENCE W/GALVANIZEDBARBED WIRE SECURITY FENCING ALONG TOP.MAIN FENCE TO BE 2 83" 16 GAUGE POSTW/ 8 FOOT 9 GAUGE 2" WIRE MESS.SECURITY FENCING TO BE COMPRISED OF3 STRAND HEAVY BARBED ARM TO BEMOUNTED ON EACH POST W/ 14 GAUGEMIN. DOUBLE STRAND BARBED WIRE.N: 1490048.43E: 467810.353.00'XXXXXXXXXXX261.20'OHEN: 1490062.05E: 467665.88N: 1490037.93E: 467549.37OHE101.69'12' X 24' CONTROL BUILDING.COORD. W/ HUNTSVILLE UTILITIES.DENSE GRADE BASE DRIVEAISLE. SEE GRAVEL DRIVEBUILD UP DETAIL.50.00'S87 41'49"W839.97'101.68'FFE588.00N: 1490103.63E: 467596.64CHAINLINK FENCING TO BE PLACED ALONG THEEDGE OF THE GRAVEL DRIVE ALONG THEENTIRETY OF THE PERIMETER.9.00'13.48'OHEFLOOD INFORMATION:OHEBY GRAPHIC PLOTTING ONLY, THE SUBJECT PROPERTY IS LOCATED WITHINZONE "AE" OF THE NATIONAL FLOOD INSURANCE PROGRAM, FEDERALEMERGENCY MANAGEMENT AGENCY (FEMA), FLOOD INSURANCE RATE MAP(FIRM), MADISON COUNTY, ALABAMA, COMMUNITY PANEL NUMBER 01089C0477EMAP REVISED OCTOBER 2, 2014.SITE DEVELOPMENT PLANX49.95'OLD HIGHWAY 431(PUBLIC R.O.W.)X49.74'OHEN: 1490102.43E: 467799.17S2 20'49"W105.03'N: 1490131.35E: 467663.58SECTION 19, TOWNSHIP 5-S, RANGE 2-EINV: 578.66N: 1490150.03E: 467806.27N: 1490103.66E: 467737.37POWER SUBSTATION. SEE SUBSTATIONPLANS FOR SPECIFICATIONS AND DETAILSREGARDING LAYOUT AND FOUNDATIONREQUIREMENTS.INV: 577.655/8" CIPF SMITHF/OF/OOHEOHEBIG COVE ROAD, HUNTSVILLE, ALOHEDENSE GRADE BASE DRIVEAISLE. SEE GRAVEL DRIVEBUILD UP DETAIL.EXISTING UNDERGROUNDFIBER OPTIC LINEG:\CLIENT FILES\OMI, INC\18-042 BAILEY COVE RD-OLD 431 SUBSTATION\DESIGN\ENGINEERING\CONSTRUCTION SHEETS\18-042 SHEETSOHEXF/OF/OF/O25.00'TNEW POWER OHEOHEF/OOHEOHEOHEOHEOHE28.00'OHEOHEOHEWWWTEL OHEN: 1490139.53E: 7 41'54"EWW20.00'OHEXEXISTING WATER MAINDOLD BIG COVE ROA(PUBLIC R.O.W.)EXISTING OVERHEADELECTRIC LINEXOHEGATE TO BE CONSTRUCTED USING 2-14' SWINGINGGATES W/ A 183" DROP ROD PADLOCABLE LATCH.A 185" CENTERSTOP IS TO BE LOCATED INCONCRETE PAVEMENT TO SECURE THE DROP RODFOR WHEN GATE IS IN THE CLOSED POSITION.REVISIONS:DRAWN BY:JLWFIELD DATE:--OFFICE DATE: 9/6/18CHECKED BY:CUNNINGHAMSITE BENCHMARK:TRAVERSE NAIL SET NEARNORTHEAST CORNER OFPROPERTYELEV. 885.46020'NOTE: ALL UTILITY LOCATIONS HAVE BEEN PROVIDED BY THERESPECTIVE UTILITY DEPARTMENTS OR COMPANIES.CONTRACTORS ARE RESPONSIBLE FOR ANY DAMAGE TOUTILITIES, CALL UTILITY COMPANY OR CITY DEPARTMENTS FORGROUND LOCATIONS BEFORE DIGGING.SHEETC-3.0PROJECT NO.: 18-04240'

XOHE7500 S. Memorial Pky., Ste. 209, Huntsville, AL 35802256.539.1221www.4siteinc.bizSURVEYINGOHECIVIL ENGINEERINGOHEOHECOLLABORATIVE DESIGN CREATIVE SOLUTIONSLANDSCAPE ARCHITECTURO HEOHEOHEXXXXXXXXXXXXXXXXXXXXXXX581582INV: 578.56OHE580581582583584XXX582F/O 25815802585/8" CIPF SMITHINV: 577.46FG580.62OHE584FG586.05OHETOP OF PIT WALLS587.50585INV: FG585.50FG585.50FG585.366585586579INV: 85S87 41'49"W839.97'INV: 578.66584585FG585.00585FG586.00INV: 577.655/8" CIPF /O583OHEOHEOHEOHE578SECTION 19, TOWNSHIP 5-S, RANGE 2-E584F/OOHEBIG COVE ROAD, HUNTSVILLE, ALF/OOHEOHEOHEOHEGRADING PLANF/OOHEOHEOHEOLD HIGHWAY4(PUBLIC R.O.W.)31F/OF/OFGOHE584.25OHET581OHETEL PEDFG582.69OHEOHE583F/O579580OHEWS2 20'49"W105.03'F/OOHEW 23'OHE N87 41'54"EOHEWWWFG584.50582WWFG583.00OHE583NEW POWER SUBSTATIONFG583.6458258585FG581.79OHEOLD BIG COVE ROAD(PUBLIC R.O.W.)OHEOHE585578577OHE577OHEREVISIONS:G:\CLIENT FILES\OMI, INC\18-042 BAILEY COVE RD-OLD 431 SUBSTATION\DESIGN\ENGINEERING\CONSTRUCTION SHEETS\18-042 SHEETS577578579580581582OHEDRAWN BY:JLWFIELD DATE:--OFFICE DATE: 9/6/18CHECKED BY:CUNNINGHAMSITE BENCHMARK:TRAVERSE NAIL SET NEARNORTHEAST CORNER OFPROPERTYELEV. 885.46NOTE: ALL UTILITY LOCATIONS HAVE BEEN PROVIDED BY THERESPECTIVE UTILITY DEPARTMENTS OR COMPANIES.CONTRACTORS ARE RESPONSIBLE FOR ANY DAMAGE TOUTILITIES, CALL UTILITY COMPANY OR CITY DEPARTMENTS FORGROUND LOCATIONS BEFORE DIGGING.020'SHEETC-4.0PROJECT NO.: 18-04240'

OHECIVIL ENGINEERINGXOHEXXOHEXXXXXXXXXXXXOHEINV: 577.655/8" CIPF SMITHX583F/OX584XXXX585XXXXXXXXS2 581586586X586OHEXINV: 578.28XX585XXXX '49"WXXXXXXXXXXXX585XXXXXXXXINV: 577.46579584583582581580579DOUBLE ROWSILT FENCEINV: 87 41839.97'XXXXXXXXXX5/8" CIPF SMITHOHEXDOUBLE ROWSILT FENCE583582581580EROSION CONTROLXXXFFE588.00OHE558TEMP CONST.ENTRANCEDOUBLE ROWSILT FENCEOLD HIGHWAY 431(PUBLIC R.O.W.)XX585SECTION 19, TOWNSHIP 5-S, RANGE 2-EOHEBIG COVE ROAD, HUNTSVILLE, ALTOHENEW POWER SUBSTATIONOHEINV: L HEOHEOHEOHEOHEOHEOHEOHEWWWWWWWWWWWW840.23'OHEN87 41'54"EOHEOHEDOLD BIG COVE ROA(PUBLIC R.O.W.)58 5OHEX582583OHEOHESTRAW WATTLE585OHE7500 S. Memorial Pky., Ste. 209, Huntsville, AL 0581582583584582581582COLLABORATIVE DESIGN CREATIVE SOLUTIONSLANDSCAPE ARCHITECTUROHEOHEINV: 578.56OHE577577OHEG:\CLIENT FILES\OMI, INC\18-042 BAILEY COVE RD-OLD 431 SUBSTATION\DESIGN\ENGINEERING\CONSTRUCTION SHEETS\18-042 SHEETS577578579580581582REVISIONS:DRAWN BY:JLWFIELD DATE:--OFFICE DATE: 9/6/18CHECKED BY:NOTE: ALL UTILITY LOCATIONS HAVE BEEN PROVIDED BY THERESPECTIVE UTILITY DEPARTMENTS OR COMPANIES.CONTRACTORS ARE RESPONSIBLE FOR ANY DAMAGE TOUTILITIES, CALL UTILITY COMPANY OR CITY DEPARTMENTS FORGROUND LOCATIONS BEFORE DIGGING.0CUNNINGHAM20'SHEETC-5.0PROJECT NO.: 18-04240'

24"SILT FENCE FABRICEXISTINGGROUNDFLOW24"24"4"SILT FENCE TIEBACKFOR STEEL POSTS OR WOOD POSTSELEVATION VIEWSECTIONAL VIEWDETAILS FOR PLACINGSILT FENCESCESDRHAFAURLICADRO50BPU'MIN.6"STRAW WATTLESSTRAW WATTLE TOEXTEND TO TOP OF DITCH3'-0" MAX.TEMPORARYCONSTRUCTION ENTRANCENOT TO SCALEREVISIONS:NOT TO SCALESEDIMENT IS CAPTUREDBEHIND ROLLSNOTES:1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.2. DO NOT SCALE DRAWINGS.3. FIBER ROLLS SHOULD BE INSPECTED AFTER EVERY SIGNIFICANT STORM EVENT TO CLEAR AND DISPOSEOF SEDIMENT AND DEBRIS.NMIDITCH PROTECTIONSTORM DRAIN INLETNOT TO SCALE'152 TO 3 INCHAGGREGATE24" WOODSTAKES (TYP)EMBED WATTLE2-3" INTOGROUND &STAKE AS REQ'DINLET PROTECTIONMIN.DRAINAGE GRATELENGTH VARIESLENGTH VARIES(SEE TABLE)(SEE TABLE)G:\CLIENT FILES\OMI, INC\18-042 BAILEY COVE RD-OLD 431 SUBSTATION\DESIGN\ENGINEERING\CONSTRUCTION SHEETS\18-042 SHEETSSLOPENOT TO SCALEFIELD DATE:--CUNNINGHAM1WATTLE SPACING PER SLOPE TABLENOT TO SCALEJLWCHECKED BY:STRAW WATTLE TOEMBEDDED 2-3" DEEP ANDSTAKED INTO GROUND W/24" WOOD STAKES (TYP)SLOPE PROTECTIONDRAWN BY:OFFICE DATE: 9/6/18SLOPESTRAW WATTLEINSTALLATION DETAILSPROJECT DETAILSNOT TO SCALESECTION 19, TOWNSHIP 5-S, RANGE 2-EEXISTING GROUNDSILT FENCE FABRICTOTAL WIDTH 36"BIG COVE ROAD, HUNTSVILLE, ALBOTTOM OFTRENCHSILT FENCEFLOW6"EXISTINGGROUNDWOOD POST (TYP.)7500 S. Memorial Pky., Ste. 209, Huntsville, AL 35802256.539.1221www.4siteinc.bizSURVEYING2" MIN.CIVIL ENGINEERING8" MINIMUM58" MINIMUM POST24"POSITION POST/FABRICASSEMBLY AT VERTICALTO A MAX. 5 FROMTHE VERTICAL (ANGLEDTOWARD FLOW)COLLABORATIVE DESIGN CREATIVE SOLUTIONS2" MIN.NEW POWER SUBSTATIONUSE MIN. OF 18 POSTSPER 100 FT. OF LENGTHLANDSCAPE ARCHITECTURMIN. 2.25" (NOMINAL) X 2.25" (NOMINAL)- (1.75" ACTUAL X 1.75" ACTUAL) (3.06 SQ.IN.) HARDWOOD POST (OAK OR HICKORY) ORMIN. 1.25 LB./FT. STEEL POST (STD. "T" OR"U" SECTION) - LENGTH 58"MAX. 6' POST SPACING14" LAYER OF #57 STONE. REFERENCE ALDOT SECTION801 FOR STONE REQUIREMENTS.24" LAYER OF DENSE GRADED LIMESTONE BASE COURSEALDOT REF. 301 OF SPECIFICATIONS. ALL MATERIALSSHALL BE IN ACCORDANCE WITH SECTION 825,TYPE "B", COMPACTION TO 100% PROCTOR DENSITY.3TOP 6" OF SUBGRADE IS TO BE COMPACTED TO 100%PROCTOR DENSITY. BELOW TOP 6" IS TO BECOMPACTED TO 98% PROCTOR DENSITY ASDETERMINED BY AASHTO T-99 COMPACTION TEST.SEE PAVEMENT NOTES FOR ADDITIONAL INFORMATION.2SLOPE GRADIENTWATTLE 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"3NO SCALETYPICAL GRAVEL DRIVE SECTIONNOT TO SCALESHEETC-6.0PROJECT NO.: 18-042

2 " OUTSIDEDIAMETER LINE POSTS16 GAUGE. (TYP.)XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX9-GUAGE ALUMINUM WIRETIES @ 1'-0" O.C.(TYP.)45 3 STRANDBARBED WIRECORNER ARM9 GAUGE STANDARDTENSION BAR BANDS/CLIPSAT 1'-0" O.C.KNUCKLED SELVAGE ATTOP AND BOTTOM(TYP.)STANDARD 9 GAUGETENSION BAR BANDS/CLIPSAT 1'-0" O.C.ALL GATE POSTS SHALL HAVEDIAGONAL BRACES WITHTURNBUCKLES AND BRACESWHICH SHALL BE HEAVY DUTYSTEEL, MIN. DIA. 21 "STANDARD TENSION BAR(TYP.)TERMINAL OR CORNER POSTS2 83 " OUTSIDE DIAMETERSCHEDULE 40 GALVANIZEDTERMINAL OR CORNER POSTS2 83 " OUTSIDE DIAMETERSCHEDULE 40 GALVANIZEDSTANDARD TENSION BAR(TYP.)GATES SHALL BE FRAMED ONFOUR SIDES WITH 2" DIA PIPE.THE GATE FRAMES SHALL BE OFALL SHOP WELDEDCONSTRUCTION WITHCOMPLETE FULL WELDSGROUND SMOOTH.7500 S. Memorial Pky., Ste. 209, Huntsville, AL 35802256.539.1221www.4siteinc.biz38ALL GATES SHALL HAVEDIAGONAL BRACES WITHTURNBUCKLES AND BRACESWHICH SHALL BE HEAVY DUTYSTEEL, MIN. DIA. 21 "1-5/8" OUTSIDEDIAMETER TOP RAIL.055 GAUGECOLLABORATIVE DESIGN CREATIVE SOLUTIONSNOTE:ALL NEW MATERIALSSHALL MATCH EXISTINGSURVEYINGLANDSCAPE ARCHITECTUR45 3 STRANDBARBED WIRE ARMAS NOTED ON PLAN'KNUCKLED SELVAGE ATTOP AND BOTTOM(TYP.)CIVIL ENGINEERING14 GAUGE MIN.DOUBLE STRANDEDBARBED WIREGATE HINGES SHALL BEHEAVY-DUTY MALLEABLE IRONFULL-BACK TYPE, ALLOWINGFOR 180 SWING. GATE-LOCKINGDEVICE SHALL BE HEAVY-DUTYEXTERNAL TYPE WITH LATCHKEEPER AND ALLAPPURTENANCES.BOTTOM TENSION WIREOR RAIL @ 1-1/2" MAX.FROM FINISHED GRADETENSION WIRE WITH 9-GAUGEGALVANIZED HOG RINGS AT 18" O.C.2" MESH CHAIN-LINK FABRIC14 -GAUGE1 83" DROP RODPADLOCKABLELATCHFINISHEDGRADECONCRETE FOOTINGCONCRETE FOOTINGCOMPACTED SUBGRADE8' O.C. (TYP)DOUBLE LEAF CHAIN LINK GATE DETAIL8' TALL CHAIN-LINK FENCE DETAILPROJECT DETAILSNTSNTSKNUCKLED SELVAGE ATTOP AND BOTTOM(TYP.)STANDARD 9 GAUGETENSION BAR BANDS/CLIPSAT 1'-0" O.C.AS NOTEDON PLANALL GATE POSTS SHALL HAVEDIAGONAL BRACES WITHTURNBUCKLES AND BRACESWHICH SHALL BE HEAVY DUTYSTEEL, MIN. DIA. 5/8"45 3 STRANDBARBED WIRE ARMSECTI

Sep 06, 2018 · Scope off Work Old 431 Substation Fence Installation Provide the following contract services for installation of a fence around a future distribution substation site: 1) Furnish and install all material and labor for a Huntsville Utilities standard substation fence approximately 725 feet in length.