HomeMy WebLinkAbout2021.12.14 Benhaven Harnett County Permitting DrawingsBENHAVEN PARKING LOT REPAVINGVICINITY MAPSCALE 1"=1,000'SITEBENHAVEN SCHOOL ROAD SITE PERMITTING DRAWINGS FOR:TIMMONS GROUPRALEIGH, NC 276075410 TRINITY ROAD, SUITE 102CONTACT: MR. FRANK SLINSKY, PEPHONE: (919) 866-4505PROJECT TEAMCIVIL ENGINEERHARNETT COUNTYLILLINGTON, NC 27546PO BOX 759CONTACT: MR. BRIAN HANEYPHONE: (910) 814-6892OWNER2815 OLIVIA ROAD, SANFORD, NC 27332C0.0COVER SHEETJOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
5410 Trinity Road, Suite 102 | Raleigh, NC 27607
TEL 919.866.4951 FAX 919.833.8124 www.timmons.com
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
NORTH CAROLINA LICENSE NO. C-1652
AS SHOWNS:\333\48772-Benhaven_Parking_Lot\DWG\Sheet\CD\48772-333C-0.0-COVR.dwg | Plotted on 12/14/2021 10:48 AM | by Garrett Frank
DO NOT USE FOR CONSTRUCTIONBENHAVEN PARKING LOT REPAVING
2815 OLIVIA ROAD, SANFORD, NC 2733248772 12-13-21GWFGWFFSN O
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, I I I 12/13/21FOR REVIEW ONLYALTERNATE #1: SHADE STRUCTURE AREAALTERNATE #2: BENHAVEN SCHOOL DRIVEWAYALTERNATE #3: ADDITIONAL FENCE REPLACEMENTALTERNATE #4A: FENCE REPLACEMENT INFRONT OF PRE-K BUILDINGALTERNATE #4B: FENCE REPLACEMENT AROUND PRE-K BUILDINGALTERNATE SCHEDULE - SEE ALTERNATE SHEETS & SPECIFICATIONSOLIVIA ROADKEL
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Sheet List TableSheet NumberSheet TitleC0.0COVER SHEETC1.0EXISTING CONDITIONS & DEMOLITION PLANC1.1EX. CONDITIONS & SITE ALTERNATES DEMOLITION PLANC2.0SITE LAYOUT PLANC2.1SITE LAYOUT PLAN - ALTERNATESC2.2STRIPING & SIGNAGE PLANC3.0GRADING & DRAINAGE PLANC3.1SITE ALTERNATES GRADING & DRAINAGE PLANC3.2STORMWATER COMLIANCE PLANC4.0UTILITY PLANC5.0EROSION CONTROL PLAN PHASE 1C5.1EROSION CONTROL PLAN PHASE 1 - SITE ALTERNATESC5.2EROSION CONTROL PLAN PHASE 2C5.3EROSION CONTROL PLAN PHASE 2 - SITE ALTERNATESC6.0SITE DETAILSC6.1SITE DETAILSC6.2SITE DETAILSC6.3SITE DETAILSC6.4SITE DETAILSC6.5SITE DETAILSC6.6SITE DETAILSC6.7SITE DETAILSC6.8NCG01 GROUND STABILIZATION AND MATERIALS HANDLINGC6.9NCG01 SELF-INSPECTION, RECORDKEEPING, AND REPORTINGL1.0LANDSCAPE PLANL1.1LANDSCAPE DETAILSSHEET 1 OF 1SITE LIGHTING PLANSITE DATA TABLEPROJECT NAME:BENHAVEN PARKING LOT REPAVINGSITE PLAN NUMBER(TBD)PROPERTY OWNER/ DEVELOPER:HARNETT COUNTY455 McKINNEY PARKWAYLILLINGTON, NC27546PIN ID:9578-15-9577.000PID:039578 9000DEED ACRES:17.30 ACRES (PER GIS)PROPERTY ADDRESS:2815 OLIVIA ROADSANFORD, NC 27332PROPERTY ZONING:RA-20RCURRENT USE:SCHOOL (EDUCATION FACILITY)PROPOSED USE:RECREATION FACILITYDISTURBED AREA:6.1 ACRESRIVER BASIN:DRY CREEK (CAPE FEAR)SURFACE WATER CLASSIFICATION:CBUILDING/STRUCTURE SETBACKS:FRONT:35-FTSECONDARY STREET:20-FTSIDE:10-FTREAR25-FTLANDSCAPE BUFFERS:ADJACENT RIGHT-OF-WAY:15-FT TYPE 'A' BUFFERADJACENT DAYCARE (SUBDIVIDED PARCEL):15-FT TYPE 'D' BUFFERPARKING SUMMARY:REQUIRED VEHICULAR SPACES:1 SPACE PER 4 PEOPLEPROVIDED VEHICULAR SPACES:158 SPACES PROVIDEDADA PARKING SUMMARY:ADA SPACES REQUIRED:158 SPACES REQUIRE 6 ADAADA SPACES PROVIDED:6 ADA SPACES (6 VAN)
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OHPEX. WELLEX. COVERED BREEZEWAYEX. 2-STORYBRICKSCHOOL BUILDINGFFE:335.26EX. 1 STORY BRICKSCHOOL BUILDINGFFE:332.35EX. 2 STORY GYMEX. 1 STORY BRICKSCHOOL BUILDINGEX.
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EX. 6" PVC EX. SSWR JUNCTION BOXRIM ELEV. = 332.83'INV. IN (4" TC x2) = 332.41'INV. OUT (6" TC) = 331.48'EX. SSWR JUNCTION BOXRIM ELEV. = 332.16'INV. IN (6" IRON) = 331.21'INV. OUT (6" IRON) = 330.51'SSWR MANHOLERIM ELEV. = 329.36'INV. IN (N-6" PVC) = 327.66'INV. IN (NW-6" TC) = 327.16'INV. OUT (S-6" TC) = 327.26'EX. 6" TC EX. ASPHALTEX. ASPHALTEX. BROKENASPHALTEX. CONC. FOOTINGS(OLD WATER TOWERFOOTINGS)SEPTICTANKEX. CONC.FOOTINGSN22°01'40"E414.45'N5
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'FOUND NAIL @BASE OF PIPEJOHN C. COUGHLIN andwife BARBARA E. COUGHLINPIN: 9578-16-5198.000PID: 03958701 0592DB 3533 PG 202MB 2012 PG 565CPCP30.25'30'30'N22°01'40"E 433.92'EX. 24"PINEEX. 24"PINEEX. 22"PINEEX. 22"PINEEX. 30"PINEEX. 24" PINEEX. 24"PINEEX. 14"PINEEX. 20"PINEEX. 24"PINEEX. 15" PINEEX. 10"PINEEX. 18"PINEEX. 31" PINEEX. 32"PINEEX. 18"PINEEX. 24"PINEEX. 24"PINEEX. 8"DOGWOODEX. 30"PINE EX.BROKENASPHALTR=762.00'L=323.09'CON MON MARKINGWATER LINE/VALVE1.47' NORTH OF LINE(FOR REFERENCE ONLY)EX. BRICK PILEEX. CATCH BASINRIM ELEV. = 334.20INV. IN = 331.08'INV. OUT = 331.08'EX. CATCH BASINRIM ELEV. = 334.40INV. OUT = 332.65'EX. GRASS /SANDY AREA EX.BROKENASPHALTEX. SSWR CLEANOUTTOP:333.10 (ABOVE GRADE)INV: 329.20 (APPROX.)EX. DOMESTIC SERVICE(2" COPPER)ABANDONEDSEWERSERVICEEX. 6" TCEX. 1 STORYBRICK SHEDEX. SITESIGNS (TYP.)EX. FENCEEX. 4-FTPLASTICFENCEEX. WOODEDAREAEX. WOODEDAREAEX. 1 STORY BRICKSCHOOL BUILDINGEX. WOODEDAREAEX. 6-FTFENCEEX. CHAINLINK GATEEX. CONCRETEEX. MAILBOXEX. ELECTRONICSIGNEX. WATER METER(1.5 x 2.5)EX. FHAEX. PIPEGATESEX. CHAIN LINKGATEEX. SITEWALLEX. DOUBLEPOST SIGNEX. FLAG POLEON CONCRETEPADEX. BRICK /CONCRETESIDEWALKEX. BRICK /CONCRETESIDEWALKEX. 4-FTPLASTIC FENCEEX. LANDSCAPEBEDEX. ASPHALT /DEBRIS PILEEX. ASPHALT /DEBRIS PILEEX. WATERVALVE BOXEX. 4-FT FENCEAROUNDCONCRETEEX. TIMBERFENCEEX. UTILITY POLE(TYP.)EX. UTILITY POLEGUY WIRE (TYP.)EX. MONITORINGWELLEX. LANDSCAPEBEDEX. 26"PINESEX.DECORATIVEWALL COLUMNEX. ASPHALTEX. COVERED AWNINGEX. ROCKBORDEREX. 1-STORYBRICKSCHOOL BUILDINGOL
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/WFFE: 328.07FFE: 332.07FFE: 332.41FFE: 332.32HARNETT COUNTYPIN: 9578-15-9577.000PID: 039578 9000DB 3746 PG 0986(ALL DEEDS NOT LISTED)EX. 6" TCEX. SSWR MANHOLERIM ELEV. = 330.80'INV. IN (NE-6" IRON) = 328.05'INV. IN (NW-4" IRON x2) = 328.00'INV. OUT (SE-6" TC) = 327.95'EX. STAIRSEX. STAIRSEX. WATERMETEREX. 1" PVCBENHAVEN SCHOOL ROADNCSR 120360' PUBLIC R/W
EX. 24"CEDAREX. 6-FTFENCEINV:322.75INV:322.50RIGHT-OF-WAY AREAAREA = 12,721 SQ FTor 0.292 ACREEX. UTILITYPOLEw/ GUYWIRES (TYP.)EX. 18" RCPEX. SEPTICFIELD / GRASSAREAEX. WATER VALVE(1.5 x 2.5)EX. 24"PINEEX. 18"PINEEX. GRAVELEX. GRAVELEX.LAWNEX. LAWNEX. LAWNEX. LAWNEX. LAWNEX. SITE WALLR=762.00'L=33.82'R-S-H-T-T-H-H-S-R-R-U-A-A-A-R-H-H-B-C-C-A-V-V-V-X-X-A-A-A-E-E-E-E-E-E-E-E-E-E-H-M-I-F-I-V-X-V-L-A-B-V-Q-Q-I-Y-Y-V-V-V-K-L-K-C-N-O-O-T-T-N-O-C-B-T-K-O-O-T-P-C-U-T-U-A-J-BASE BID ASPHALTDEMO STOPS HEREG-G-G-C-PROTECT EXISTINGBREEZEWAY DURINGCONSTRUCTIONB-F-F-F-D-D-D-D-D-C-U-U-BASE BID ASPHALTDEMO STOPS HEREA-C-C-C-PUMP AND CLEANSEPTIC TANKPRIOR TO SEWERCONSTRUCTIONB-AA-AA-AA-AA-BASE BID NOTE:PROTECT EXISTING ASPHALTDURING CONSTRUCTION. ANYASPHALT DAMAGE SHALL BEREPAIRED AT NO ADDITIONALCOST TO OWNER.A-PATCH HOLE WITHBRICK &NON-SHRINK GROUTDEMO LINEBACK TOPOLEEX. WOODEDAREAF-EX. 12"PINEEX. 12"OAKEX. 18"PINEX X XXEX.HOLLYEX. 14"PINESOHPH-MKFEX.CREPEMYRTLEXXXXXOHPOHPOHPOHPTUFOUFOUFOCC-CC-TYP.OF 10DD-EX. 31" PINETREE LINE(TYP.)REMOVE ASPHALT PAVEMENT. STONE BASE TO REMAINREMOVE FENCE, GATES AND FOOTINGS (SEE PLANS FOR FENCE HEIGHTS & TYPE)REMOVE CONCRETE OR BRICK PAVEMENTREMOVE INDIVIDUAL TREEREMOVE EXISTING SIGN AND FOUNDATIONTREE CLEARINGREMOVE FALLEN TIMBERREMOVE SEWER PIPEREMOVE LIGHT POLE & WIRES.REMOVE SEWER MANHOLE/JUNCTION BOXREMOVE AND FLAG POLE AND BASEREMOVE EXISTING WATERLINEREMOVE AND ABANDON EXISTING WELL. OBTAIN ALL PERMITSNECESSARY WITH COUNTYREMOVE EXISTING WATER TOWER FOOTINGSDEMOLITION NOTESREMOVE EXISTING LANDSCAPE BEDSREMOVE EXISTING BRICK / DEBRIS PILESREMOVE EXISTING WATER VAULTREMOVE EXISTING WALLS, COLUMNS, AND FOOTINGSREMOVE EXISTING MAILBOXREMOVE EXISTING UNDERGROUND ELECTRIC LINESREMOVE EXISTING OVERHEAD ELECTRIC, POLES ANDGUY WIRES. COORDINATE WITH DUKE ENERGYREMOVE STORM PIPEREMOVE STORM STRUCTUREREMOVE EXISTING UTILITY POLE AND GUY WIRESEXCAVATE OUT EXISTING SCOUR HOLE AND RIP RAP.RE-CONSTRUCT WASHED OUT SUBGRADES WITH STRUCTURAL FILL.HAND DIG OR VACUUM EXCAVATE TEST PITS AND PROVIDE EXISTINGUTILITY ELEVATIONS TO ENGINEER PRIOR TO CONSTRUCTIONREMOVE GRAVEL PAVEMENT1.ALL UTILITIES OR STRUCTURES NOT INDICATED FOR REMOVAL ORMODIFICATION ARE TO REMAIN AND BE PROTECTED FROM DAMAGE.2.ALL WASTE MATERIAL GENERATED FROM CLEARING AND DEMOLITIONACTIVITIES SHALL BE DISPOSED OF OFF-SITE IN ACCORDANCE WITH WITH ALLAPPLICABLE RULES AND REGULATIONS. CONTRACTOR SHALL SALVAGE ALLSIGNAGE, METERS, ETC. TO OWNER. COORDINATE WITH OWNER PRIOR TODEMOLITION.3.CLEAR AND GRUB AS NEEDED WITHIN CONSTRUCTION LIMITS PERSPECIFICATIONS AND DRAWINGS. EXISTING TREES, SHRUBS OR OTHERLANDSCAPE MATERIAL WHICH WILL CONFLICT WITH NEW CONSTRUCTIONSHALL BE REMOVED (WHETHER OR NOT SHOWN ON THE DRAWINGS)FOLLOWING APPROVAL OF ENGINEER. BY SUBMITTING A BID, CONTRACTORACKNOWLEDGES THAT THE SITE HAS BEEN INVESTIGATED TO DETERMINETYPE, SIZE AND QUANTITY OF CLEARING REQUIRED FOR CONSTRUCTION.4.ALL PAVEMENT OR CONCRETE TO BE REMOVED SHALL BE SAW CUT TOPROVIDE A STRAIGHT AND UNIFORM JOINT WITH NEW CONSTRUCTION. ANYEXISTING PAVEMENT, SIDEWALK, CURB & GUTTER, ETC. THAT MUST BEREMOVED TO ALLOW NEW CONSTRUCTION SHALL BE REMOVED ANDREPAIRED PER THE SPECIFICATIONS AND DETAILS OR TO MATCH EXISTINGCONDITIONS (WHETHER OR NOT SHOWN ON THE DRAWINGS TO BEREMOVED). UTILITY INSTALLATIONS MAY UTILIZE OPEN CUT OF PAVEMENTSUNLESS INDICATED OTHERWISE. TRENCH IN EXISTING ASPHALT SHALL BEPATCHED PER PAVEMENT REPAIR DETAIL.5.PROTECT ALL ADJACENT PROPERTIES, THE GENERAL PUBLIC AND ALL OFTHE OWNER'S FACILITIES. SHOULD DAMAGES OCCUR, NOTIFY ENGINEERIMMEDIATELY.6.THE CONTRACTOR SHALL EMPLOY A QUALIFIED UTLITIY LOCATOR SERVICETO LOCATE ALL UNDERGROUND UTILITIES (INCLUDING BUT NOT LIMITED TOELECTRICAL, TELEPHONE, GAS, CABLE, FIBER OPTIC) WITHIN THE LIMITS OFCONSTRUCTION.7.VERIFY ALL ILLUSTRATED KNOWN UNDERGROUND ELEMENTS. EXERCISEREASONABLE EFFORTS TO PROTECT ANY UNKNOWN UNDERGROUNDELEMENTS. NOTIFY THE ENGINEER IMMEDIATELY IF UNKNOWN ELEMENTSARE DISCOVERED THAT WOULD NECESSITATE MODIFICATION TO THEPROPOSED DESIGN.8.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE LOCAL,STATE AND OSHA REGULATIONS.9.EXISTING MANHOLES, VALVE BOXES, VAULTS, CLEANOUTS, UTILITY POLESETC. TO REMAIN WITHIN THE GRADING LIMITS SHALL BE ADJUSTED ASNEEDED TO FUNCTION PROPERTY WITH THE PROPOSED FINISHED GRADES(WETHER OR NOT INDICATED TO BE MODIFIED).10.ANY AND ALL LANDSCAPING AND EXISTING TREES & SHRUBS TO REMAINWHICH ARE DAMAGED DURING DEMOLITION OR CONSTRUCTION SHALL BEREPLACED BY THE CONTRACTOR UTILIZING A LICENSED LANDSCAPECONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.A-KEY NOTESB-C-D-E-F-G-H-I-J-K-L-M-N-O-P-Q-R-S-T-U-V-X-Y-Z-AA-BB-REMOVE CONCRETE SPLASH BLOCKCC-REMOVE CONCRETE CIRCLE FOOTINGSDD-320321321322322 323323324324DB 263 PG 22EX. TREELINEEX. SEPTICFIELD / GRASSAREAEX.HARDWOODTREESEX. GRASSAREAEX. PLAY-GROUNDB-B-Z-JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
5410 Trinity Road, Suite 102 | Raleigh, NC 27607
TEL 919.866.4951 FAX 919.833.8124 www.timmons.com
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
NORTH CAROLINA LICENSE NO. C-1652
AS SHOWNS:\333\48772-Benhaven_Parking_Lot\DWG\Sheet\CD\48772-333-C1.0-DEMO.dwg | Plotted on 12/14/2021 10:49 AM | by Garrett Frank
DO NOT USE FOR CONSTRUCTIONBENHAVEN PARKING LOT REPAVING
2815 OLIVIA ROAD, SANFORD, NC 2733248772 12-13-21GWFGWFFSN O
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'FOUND NAIL @BASE OF PIPEJOHN C. COUGHLIN andwife BARBARA E. COUGHLINPIN: 9578-16-5198.000PID: 03958701 0592DB 3533 PG 202MB 2012 PG 565CPCP30.25'30'30'N22°01'40"E 433.92'EX. 24"PINEEX. 24"PINEEX. 22"PINEEX. 22"PINEEX. 30"PINEEX. 24" PINEEX. 24"PINEEX. 14"PINEEX. 20"PINEEX. 24"PINEEX. 15" PINEEX. 10"PINEEX. 18"PINEEX. 31" PINEEX. 32"PINEEX. 18"PINEEX. 24"PINEEX. 24"PINEEX. 8"DOGWOODEX. 30"PINE EX.BROKENASPHALTR=762.00'L=323.09'CON MON MARKINGWATER LINE/VALVE1.47' NORTH OF LINE(FOR REFERENCE ONLY)EX. BRICK PILEEX. CATCH BASINRIM ELEV. = 334.20INV. IN = 331.08'INV. OUT = 331.08'EX. CATCH BASINRIM ELEV. = 334.40INV. OUT = 332.65'EX. GRASS /SANDY AREA EX.BROKENASPHALTEX. SSWR CLEANOUTTOP:333.10 (ABOVE GRADE)INV: 329.20 (APPROX.)EX. DOMESTIC SERVICE(2" COPPER)ABANDONEDSEWERSERVICEEX. 6" TCEX. 1 STORYBRICK SHEDEX. SITESIGNS (TYP.)EX. FENCEEX. 4-FTPLASTICFENCEEX. WOODEDAREAEX. WOODEDAREAEX. 1 STORY BRICKSCHOOL BUILDINGEX. WOODEDAREAEX. 6-FTFENCEEX. CHAINLINK GATEEX. CONCRETEEX. MAILBOXEX. ELECTRONICSIGNEX. WATER METER(1.5 x 2.5)EX. FHAEX. PIPEGATESEX. CHAIN LINKGATEEX. SITEWALLEX. DOUBLEPOST SIGNEX. FLAG POLEON CONCRETEPADEX. BRICK /CONCRETESIDEWALKEX. BRICK /CONCRETESIDEWALKEX. 4-FTPLASTIC FENCEEX. LANDSCAPEBEDEX. ASPHALT /DEBRIS PILEEX. ASPHALT /DEBRIS PILEEX. WATERVALVE BOXEX. 4-FT FENCEAROUNDCONCRETEEX. TIMBERFENCEEX. UTILITY POLE(TYP.)EX. UTILITY POLEGUY WIRE (TYP.)EX. MONITORINGWELLEX. LANDSCAPEBEDEX. 26"PINESEX.DECORATIVEWALL COLUMNEX. ASPHALTEX. COVERED AWNINGEX. ROCKBORDEREX. 1-STORYBRICKSCHOOL BUILDINGOL
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/WFFE: 328.07FFE: 332.07FFE: 332.41FFE: 332.32HARNETT COUNTYPIN: 9578-15-9577.000PID: 039578 9000DB 3746 PG 0986(ALL DEEDS NOT LISTED)EX. 6" TCEX. SSWR MANHOLERIM ELEV. = 330.80'INV. IN (NE-6" IRON) = 328.05'INV. IN (NW-4" IRON x2) = 328.00'INV. OUT (SE-6" TC) = 327.95'EX. STAIRSEX. STAIRSEX. WATERMETEREX. 1" PVCBENHAVEN SCHOOL ROADNCSR 120360' PUBLIC R/W
EX. 24"CEDAREX. 6-FTFENCEINV:322.75INV:322.50RIGHT-OF-WAY AREAAREA = 12,721 SQ FTor 0.292 ACREEX. UTILITYPOLEw/ GUYWIRES (TYP.)EX. 18" RCPEX. SEPTICFIELD / GRASSAREAEX. WATER VALVE(1.5 x 2.5)EX. 24"PINEEX. 18"PINEEX. GRAVELEX. GRAVELEX.LAWNEX. LAWNEX. LAWNEX. LAWNEX. LAWNEX. SITE WALLR=762.00'L=33.82'A-ALT #3H-ALT #3A-ALT #3ALT #3A-A-ALT #3ALT 4AA-ALT 4AALT #2ALT #2ALT #2V-ALT #3D-ALT #3D-ALT #3D-ALT #4A NOTE:CLEAR SMALL TREES AND SHRUBSALONG DITCH AND THEN GRADERIGHT OF WAY UNIFORMLY ALONGWHOLE FRONTAGE OF ALT#4AA-ALT #4AD-V-E-ALT #3BB-ALT #3ALT #3 NOTE:CLEAR SMALL TREES AND SHRUBSALONG DITCH AND THEN GRADERIGHT OF WAY UNIFORMLY ALONGWHOLE FRONTAGE OF ALT#4AEX. 12"PINEEX. 12"OAKE-EX. 18"PINEX X XXEX.HOLLYEX. 14"PINESOHPMKFEX.CREPEMYRTLEXXXXXOHPOHPOHPOHPTUFOUFOUFO ALT #3H-EX. 31" PINETREE LINE(TYP.)TREE LINE(TYP.)REMOVE ASPHALT PAVEMENT. STONE BASE TO REMAINREMOVE FENCE, GATES AND FOOTINGS (SEE PLANS FOR FENCE HEIGHTS & TYPE)REMOVE CONCRETE OR BRICK PAVEMENTREMOVE INDIVIDUAL TREEREMOVE EXISTING SIGN AND FOUNDATIONTREE CLEARINGREMOVE FALLEN TIMBERREMOVE SEWER PIPEREMOVE LIGHT POLE & WIRES.REMOVE SEWER MANHOLE/JUNCTION BOXREMOVE AND FLAG POLE AND BASEREMOVE EXISTING WATERLINEREMOVE AND ABANDON EXISTING WELL. OBTAIN ALL PERMITSNECESSARY WITH COUNTYREMOVE EXISTING WATER TOWER FOOTINGSDEMOLITION NOTESREMOVE EXISTING LANDSCAPE BEDSREMOVE EXISTING BRICK / DEBRIS PILESREMOVE EXISTING WATER VAULTREMOVE EXISTING WALLS, COLUMNS, AND FOOTINGSREMOVE EXISTING MAILBOXREMOVE EXISTING UNDERGROUND ELECTRIC LINESREMOVE EXISTING OVERHEAD ELECTRIC, POLES ANDGUY WIRES. COORDINATE WITH DUKE ENERGYREMOVE STORM PIPEREMOVE STORM STRUCTUREREMOVE EXISTING UTILITY POLE AND GUY WIRESEXCAVATE OUT EXISTING SCOUR HOLE AND RIP RAP.RE-CONSTRUCT WASHED OUT SUBGRADES WITH STRUCTURAL FILL.HAND DIG OR VACUUM EXCAVATE TEST PITS AND PROVIDE EXISTINGUTILITY ELEVATIONS TO ENGINEER PRIOR TO CONSTRUCTIONREMOVE GRAVEL PAVEMENT1.ALL UTILITIES OR STRUCTURES NOT INDICATED FOR REMOVAL ORMODIFICATION ARE TO REMAIN AND BE PROTECTED FROM DAMAGE.2.ALL WASTE MATERIAL GENERATED FROM CLEARING AND DEMOLITIONACTIVITIES SHALL BE DISPOSED OF OFF-SITE IN ACCORDANCE WITH WITH ALLAPPLICABLE RULES AND REGULATIONS. CONTRACTOR SHALL SALVAGE ALLSIGNAGE, METERS, ETC. TO OWNER. COORDINATE WITH OWNER PRIOR TODEMOLITION.3.CLEAR AND GRUB AS NEEDED WITHIN CONSTRUCTION LIMITS PERSPECIFICATIONS AND DRAWINGS. EXISTING TREES, SHRUBS OR OTHERLANDSCAPE MATERIAL WHICH WILL CONFLICT WITH NEW CONSTRUCTIONSHALL BE REMOVED (WHETHER OR NOT SHOWN ON THE DRAWINGS)FOLLOWING APPROVAL OF ENGINEER. BY SUBMITTING A BID, CONTRACTORACKNOWLEDGES THAT THE SITE HAS BEEN INVESTIGATED TO DETERMINETYPE, SIZE AND QUANTITY OF CLEARING REQUIRED FOR CONSTRUCTION.4.ALL PAVEMENT OR CONCRETE TO BE REMOVED SHALL BE SAW CUT TOPROVIDE A STRAIGHT AND UNIFORM JOINT WITH NEW CONSTRUCTION. ANYEXISTING PAVEMENT, SIDEWALK, CURB & GUTTER, ETC. THAT MUST BEREMOVED TO ALLOW NEW CONSTRUCTION SHALL BE REMOVED ANDREPAIRED PER THE SPECIFICATIONS AND DETAILS OR TO MATCH EXISTINGCONDITIONS (WHETHER OR NOT SHOWN ON THE DRAWINGS TO BEREMOVED). UTILITY INSTALLATIONS MAY UTILIZE OPEN CUT OF PAVEMENTSUNLESS INDICATED OTHERWISE. TRENCH IN EXISTING ASPHALT SHALL BEPATCHED PER PAVEMENT REPAIR DETAIL.5.PROTECT ALL ADJACENT PROPERTIES, THE GENERAL PUBLIC AND ALL OFTHE OWNER'S FACILITIES. SHOULD DAMAGES OCCUR, NOTIFY ENGINEERIMMEDIATELY.6.THE CONTRACTOR SHALL EMPLOY A QUALIFIED UTLITIY LOCATOR SERVICETO LOCATE ALL UNDERGROUND UTILITIES (INCLUDING BUT NOT LIMITED TOELECTRICAL, TELEPHONE, GAS, CABLE, FIBER OPTIC) WITHIN THE LIMITS OFCONSTRUCTION.7.VERIFY ALL ILLUSTRATED KNOWN UNDERGROUND ELEMENTS. EXERCISEREASONABLE EFFORTS TO PROTECT ANY UNKNOWN UNDERGROUNDELEMENTS. NOTIFY THE ENGINEER IMMEDIATELY IF UNKNOWN ELEMENTSARE DISCOVERED THAT WOULD NECESSITATE MODIFICATION TO THEPROPOSED DESIGN.8.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE LOCAL,STATE AND OSHA REGULATIONS.9.EXISTING MANHOLES, VALVE BOXES, VAULTS, CLEANOUTS, UTILITY POLESETC. TO REMAIN WITHIN THE GRADING LIMITS SHALL BE ADJUSTED ASNEEDED TO FUNCTION PROPERTY WITH THE PROPOSED FINISHED GRADES(WETHER OR NOT INDICATED TO BE MODIFIED).10.ANY AND ALL LANDSCAPING AND EXISTING TREES & SHRUBS TO REMAINWHICH ARE DAMAGED DURING DEMOLITION OR CONSTRUCTION SHALL BEREPLACED BY THE CONTRACTOR UTILIZING A LICENSED LANDSCAPECONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.A-KEY NOTESB-C-D-E-F-G-H-I-J-K-L-M-N-O-P-Q-R-S-T-U-V-X-Y-Z-AA-BB-REMOVE CONCRETE SPLASH BLOCKCC-REMOVE CONCRETE CIRCLE FOOTINGSDD-325323324326327327328329331OHPIRF 1/2"ALT #4BD-XA-ALT #4BTREE LINE(TYP.)332 OHPOHPOHPOHPXXXALT #3D-ALT #3A-15" RCPINV:330.5'INV:328.1'ALT #3V-TREE LINE(TYP.)JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
5410 Trinity Road, Suite 102 | Raleigh, NC 27607
TEL 919.866.4951 FAX 919.833.8124 www.timmons.com
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
NORTH CAROLINA LICENSE NO. C-1652
AS SHOWNS:\333\48772-Benhaven_Parking_Lot\DWG\Sheet\CD\48772-333-C1.0-DEMO.dwg | Plotted on 12/14/2021 10:49 AM | by Garrett Frank
DO NOT USE FOR CONSTRUCTIONBENHAVEN PARKING LOT REPAVING
2815 OLIVIA ROAD, SANFORD, NC 2733248772 12-13-21GWFGWFFSN O
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BUFFER35-FT FRONT SETBACK15-FT LANDSCAPE BUFFER20-FT CORNER LOT SETBACK15-FT LANDSCAPE BUFFER35-FT FRONT SETBACK15-FT LANDSCAPE BUFFER25-FT REAR SETBACK15-FT LANDSCAPE BUFFER10-FT SIDE SETBACK15-FT LANDSCAPE BUFFER15-FT LANDSCAPE BUFFER10-FT SIDE SETBACK24'R20'R20'R20'R20'6-FT S/W5-FT S/WNEW PROPERTY LINEOUT PARCEL 1:1.45 ACRES (ESTIMATE)(AFTER ROW DEDICATION)BENHAVEN COMMUNITYCENTER PARCEL:16.068 ACRES (ESTIMATE)(AFTER ROW DEDICATION)561313NO PARKING - DROP OFFNO PARKING - DROP OFFNEW PROPERTY LINE10-FT SIDE SETBACK15-FT LANDSCAPE BUFFERBUSBUSBUSBUSR180'R20'R42'R15'R20'R20'R15'R15'R15'R42'R15'R130'10'R3'TAPER LAST 6-FT OFCURB FROM 6-IN TOFLUSH1C6.11C6.1PROVIDE NEWCORNER POST ATFENCE CONNECTIONSIN BASE BID (TYP.)3C6.2R20'10-FT SIDE SETBACKCROSS ACCESS ESMT.ADAADA1C6.115-FT LANDSCAPE BUF.TREE LINE(TYP.)2C6.25FUTUREMONUMENT SIGN(BY OWNER); NIC9C6.09C6.08C6.0TRANSITION CURBIN BETWEEN (TYP.)4C6.01C6.11C6.11C6.18C6.08C6.08C6.08C6.08C6.08C6.08C6.06C6.01C6.01C6.0A-A-A-PROVIDE NEWCORNER POST ATFENCE CONNECTIONSIN BASE BID (TYP.)8C6.04C6.32C6.34C6.02C6.34C6.31C6.38C6.02C6.02C6.02C6.02C6.02C6.07C6.03C6.1B-B-8C6.0B-3C6.37C6.52C6.23C6.01C6.12C6.2R15'R4'R4'R4'A-B-24'C-C-2-14' WIDEGATES1C6.128.5'36'24'24'24'R130'24'24'R42'11'6'6'6'6'R20'8'1C6.253C6.1CENTER ADA RAMPBETWEENBREEZEWAY POST8C6.0R35'R35'ALLALLALLALL4C6.0D-E-BLACK VINYL COATED CHAIN LINK FENCENCDOT 30" CONCRETE CURB & GUTTERCONCRETE SIDEWALKSTANDARD DUTY ASPHALT PAVEMENTREINFORCED CONCRETE PAVEMENT6" STEEL BOLLARD WITH HDPE SLEEVEBLACK PVC COATED CHAIN LINK GATESFLAG POLEACCESSIBLE CURB RAMPSBLACK PVC COATED FENCE GATE DROP ROD ASSEMBLYCHAINLINK DUMPSTER ENCLOSURE WITH GUARDRAILBLACK PVC COATED CANTILEVER MANUAL SLIDING GATE24" CONCRETE CURB & GUTTERADA PARK BENCHOUTDOOR TRASH CANSHADE STRUCTUREKEY NOTES1.ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE HARNETTCOUNTY, NCDOT AND OSHA STANDARDS AND SPECIFICATIONS.2.ALL DIMENSIONS ARE TO FACE OF CURB, EDGE OF PAVEMENT, BUILDINGWALL FACE OR PROPERTY LINE, UNLESS OTHERWISE NOTED.3.ALL RADII ARE DIMENSIONED FROM BACK OF CURB. IF NOT STATED, RADIIDIMENSION IS 5'.4.CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, UTILITIES ANDGRADES PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANYDISCREPANCIES PRIOR TO COMMENCING ANY RELATED CONSTRUCTION.5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OFF-SITE DISPOSAL OFALL WASTE MATERIALS GENERATED DURING CONSTRUCTION AND FOROBTAINING ALL APPLICABLE PERMITS FOR OFF-SITE STOCKPILES AND/ORWASTE AREAS.6.CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGES DURINGCONSTRUCTION AND SHALL MAKE REPAIRS AT NO EXPENSE TO THEOWNER.7.AT LEAST 72 HOURS PRIOR TO CONSTRUCTION OR EXCAVATION THECONTRACTOR SHALL NOTIFY "NORTH CAROLINA ONE CALL" (811) OR (1-800-632-4949) TO HAVE EXISTING UTILITIES LOCATED. ALL PRIVATEUTILITIES SHALL BE LOCATED AS NEEDED BY A PRIVATE UTILITY LOCATECOMPANY EMPLOYED BY THE CONTRACTOR.8.ALL CURB AND GUTTER OFFSITE SHALL BE 24" WIDE UNLESS NOTEDOTHERWISE.9.ALL DISTURBED CURB & GUTTER AND ASPHALT SHALL BE REPLACED PERPROJECT DETAILS AND NCDOT STANDARDS AND SPECIFICATIONS.10.RAISE ALL STRUCTURES AT NO ADDITIONAL COST TO THE OWNER SOTHAT THE TOP OF THE STRUCTURE EQUALS THE FINISH GRADE OF THENEW ASPHALT.11.COORDINATE THE PROJECT SCHEDULE WITH THE CIVIL ENGINEER ANDOWNER IN ACCORDANCE WITH THE OWNER'S ONGOING ONSITEOPERATIONS. ANY UTILITY INTERRUPTIONS SHALL BE COORDINATEDWITH THE OWNER AT LEAST 72 HOURS PRIOR TO THE INTERRUPTION.12.PROVIDE A SMOOTH TRANSITION BETWEEN NEW ASPHALT AND EXISTINGASPHALT SURFACES.13.ALL SIDEWALKS ARE TO HAVE NO MORE THAN A 1:20 (5.0%) SLOPE FORTHE LENGTH OF THE SIDEWALK AND NO MORE THAN A 1:50 (2.0%) SLOPEFOR THE WIDTH OF THE SIDEWALK. NOTIFY ENGINEER IF THIS CANNOT BEACHIEVED.SITE LAYOUT NOTESMILL AND OVERLAY(18-IN ASPHALT MILL & LAP JOINT)BLACK INGROUND MOUNTED MAILBOXADA OUTDOOR PICNIC TABLE3-FT WIDE SPEED BUMP COATED IN YELLOWTHERMOPLASTIC. KEY INTO ASPHALT LIFTSAND, PRIME AND PAINT COLUMNS OF BREEZEWAY AND/ORBUILDING AWNINGS. SELECT A PREMIUM PAINT FINISH ANDCOORDINATE COLOR WITH OWNER.9C6.04C6.02C6.07C6.01C6.16C6.03C6.25C6.01C6.02C6.21C6.31C6.28C6.02C6.34C6.34C6.23C6.03C6.35C6.3A-B-CONCRETE TRAPEZOIDAL DITCH7C6.5KNOX BOX 3200 SERIES OR APPROVED EQUAL. MOUNTED ON FENCE POST AT6-FT HEIGHT WITH 2-1/4" U-BOLTS, WASHERS AND TAMPER RESISTANT NUTS.C-PRECAST CONCRETE WHEEL STOP2C6.1BRICK PAVING3C6.1REMOVE CONCRETE, DEBRIS AND VEGETATION FROM SEPTIC TANK AREA.POWER WASH FENCE AND CONCRETE LID, PRIME AND PAINT. FENCE TO BEBLACK AND CONCRETE LID TO BE DARK GRAY. PROVIDE PREMIUM PAINT FINISH.D-RELOCATE OR PROVIDE TURN DOWN GUY WIRE BAR TOACCOMMODATE FENCINGE-EX. TREELINEEX. SEPTICFIELD / GRASSAREAEX.HARDWOODTREESEX. GRASSAREAEX. PLAY-GROUND7C6.56'JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
5410 Trinity Road, Suite 102 | Raleigh, NC 27607
TEL 919.866.4951 FAX 919.833.8124 www.timmons.com
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
NORTH CAROLINA LICENSE NO. C-1652
AS SHOWNS:\333\48772-Benhaven_Parking_Lot\DWG\Sheet\CD\48772-333-C2.0-SITE.dwg | Plotted on 12/14/2021 10:50 AM | by Garrett Frank
DO NOT USE FOR CONSTRUCTIONBENHAVEN PARKING LOT REPAVING
2815 OLIVIA ROAD, SANFORD, NC 2733248772 12-13-21GWFGWFFSN O R
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WNEW PROPERTY LINEOUT PARCEL 1:1.45 ACRES (ESTIMATE)(AFTER ROW DEDICATION)BENHAVEN COMMUNITYCENTER PARCEL:16.068 ACRES (ESTIMATE)(AFTER ROW DEDICATION)561313NO PARKING - DROP OFFNO PARKING - DROP OFFNEW PROPERTY LINE10-FT SIDE SETBACK15-FT LANDSCAPE BUFFERBUSBUSBUSBUS6-FT S/W8'R5'ALT#1ALT#1ALT#1ADAALT#1ALT#1ALT#1ALT#13C6.22-12' WIDEALT #28C6.0ALT #2ALT #2TRANSITION CURB AFTER FENCEPOST FOR ALTERNATE #2BASE BID1C6.114'24'R188'R10'R10'10-FT SIDE SETBACKCROSS ACCESS ESMT.1C6.1ALT#3ALT#3ALT#31C6.1ALT#33C6.2ALT#4B15-FT LANDSCAPE BUF.TREE LINE(TYP.)TREE LINE(TYP.)ALT #23C6.0ALT#4BALT #4B1C6.11C6.11C6.1ALT#4BALT #4B2C6.2ALT #22C6.21C6.1ALT#4A51C6.11C6.2ALT#34C6.0ALTERNATE #1:SHADESTRUCTURE AREA5C6.02C6.34C6.24C6.02C6.35C6.33C6.01C6.0ALT #2 NOTE:NO ALT #2 FENCING ISNEEDED IF ALT #4B ISACCEPTEDALT #32C6.2ALT #21C6.1ALT #2BASE BID2C6.0ALT #22C6.0ALT #29C6.0ALT #29C6.0BASE BID FENCINGSEE SHEET C2.0ALT #21C6.1C-8C6.0TREE LINE(TYP.)R20'58ALT#3ALT #29C6.0R35'ALT #22C6.2R35'ADAALT#28C6.01C6.1ALT#31C6.1ALT#3ALT#15C6.3ALT#12C6.110'10'11'33'ALT#1ALT#14C6.3R20'R20'ALT#3ALT#3C-BLACK VINYL COATED CHAIN LINK FENCENCDOT 30" CONCRETE CURB & GUTTERCONCRETE SIDEWALKSTANDARD DUTY ASPHALT PAVEMENTREINFORCED CONCRETE PAVEMENT6" STEEL BOLLARD WITH HDPE SLEEVEBLACK PVC COATED CHAIN LINK GATESFLAG POLEACCESSIBLE CURB RAMPSBLACK PVC COATED FENCE GATE DROP ROD ASSEMBLYCHAINLINK DUMPSTER ENCLOSURE WITH GUARDRAILBLACK PVC COATED CANTILEVER MANUAL SLIDING GATE24" CONCRETE CURB & GUTTERADA PARK BENCHOUTDOOR TRASH CANSHADE STRUCTUREKEY NOTES1.ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE HARNETTCOUNTY, NCDOT AND OSHA STANDARDS AND SPECIFICATIONS.2.ALL DIMENSIONS ARE TO FACE OF CURB, EDGE OF PAVEMENT, BUILDINGWALL FACE OR PROPERTY LINE, UNLESS OTHERWISE NOTED.3.ALL RADII ARE DIMENSIONED FROM BACK OF CURB. IF NOT STATED, RADIIDIMENSION IS 5'.4.CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, UTILITIES ANDGRADES PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANYDISCREPANCIES PRIOR TO COMMENCING ANY RELATED CONSTRUCTION.5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OFF-SITE DISPOSAL OFALL WASTE MATERIALS GENERATED DURING CONSTRUCTION AND FOROBTAINING ALL APPLICABLE PERMITS FOR OFF-SITE STOCKPILES AND/ORWASTE AREAS.6.CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGES DURINGCONSTRUCTION AND SHALL MAKE REPAIRS AT NO EXPENSE TO THEOWNER.7.AT LEAST 72 HOURS PRIOR TO CONSTRUCTION OR EXCAVATION THECONTRACTOR SHALL NOTIFY "NORTH CAROLINA ONE CALL" (811) OR (1-800-632-4949) TO HAVE EXISTING UTILITIES LOCATED. ALL PRIVATEUTILITIES SHALL BE LOCATED AS NEEDED BY A PRIVATE UTILITY LOCATECOMPANY EMPLOYED BY THE CONTRACTOR.8.ALL CURB AND GUTTER OFFSITE SHALL BE 24" WIDE UNLESS NOTEDOTHERWISE.9.ALL DISTURBED CURB & GUTTER AND ASPHALT SHALL BE REPLACED PERPROJECT DETAILS AND NCDOT STANDARDS AND SPECIFICATIONS.10.RAISE ALL STRUCTURES AT NO ADDITIONAL COST TO THE OWNER SOTHAT THE TOP OF THE STRUCTURE EQUALS THE FINISH GRADE OF THENEW ASPHALT.11.COORDINATE THE PROJECT SCHEDULE WITH THE CIVIL ENGINEER ANDOWNER IN ACCORDANCE WITH THE OWNER'S ONGOING ONSITEOPERATIONS. ANY UTILITY INTERRUPTIONS SHALL BE COORDINATEDWITH THE OWNER AT LEAST 72 HOURS PRIOR TO THE INTERRUPTION.12.PROVIDE A SMOOTH TRANSITION BETWEEN NEW ASPHALT AND EXISTINGASPHALT SURFACES.13.ALL SIDEWALKS ARE TO HAVE NO MORE THAN A 1:20 (5.0%) SLOPE FORTHE LENGTH OF THE SIDEWALK AND NO MORE THAN A 1:50 (2.0%) SLOPEFOR THE WIDTH OF THE SIDEWALK. NOTIFY ENGINEER IF THIS CANNOT BEACHIEVED.SITE LAYOUT NOTESMILL AND OVERLAY(18-IN ASPHALT MILL & LAP JOINT)BLACK INGROUND MOUNTED MAILBOXADA OUTDOOR PICNIC TABLE3-FT WIDE SPEED BUMP COATED IN YELLOWTHERMOPLASTIC. KEY INTO ASPHALT LIFTSAND, PRIME AND PAINT COLUMNS OF BREEZEWAY AND/ORBUILDING AWNINGS. SELECT A PREMIUM PAINT FINISH ANDCOORDINATE COLOR WITH OWNER.9C6.04C6.02C6.07C6.01C6.16C6.03C6.25C6.01C6.02C6.21C6.31C6.28C6.02C6.34C6.34C6.23C6.03C6.35C6.3A-B-CONCRETE TRAPEZOIDAL DITCH7C6.5KNOX BOX 3200 SERIES OR APPROVED EQUAL. MOUNTED ON FENCE POST AT6-FT HEIGHT WITH 2-1/4" U-BOLTS, WASHERS AND TAMPER RESISTANT NUTS.C-PRECAST CONCRETE WHEEL STOP2C6.1BRICK PAVING3C6.1REMOVE CONCRETE, DEBRIS AND VEGETATION FROM SEPTIC TANK AREA.POWER WASH FENCE AND CONCRETE LID, PRIME AND PAINT. FENCE TO BEBLACK AND CONCRETE LID TO BE DARK GRAY. PROVIDE PREMIUM PAINT FINISH.D-RELOCATE OR PROVIDE TURN DOWN GUY WIRE BAR TOACCOMMODATE FENCINGE-OHPOHPOHPOHP15" RCPINV:330.5'XXXXXXXX1C6.1ALT#3TREE LINE(TYP.)JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
5410 Trinity Road, Suite 102 | Raleigh, NC 27607
TEL 919.866.4951 FAX 919.833.8124 www.timmons.com
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
NORTH CAROLINA LICENSE NO. C-1652
AS SHOWNS:\333\48772-Benhaven_Parking_Lot\DWG\Sheet\CD\48772-333-C2.0-SITE.dwg | Plotted on 12/14/2021 10:51 AM | by Garrett Frank
DO NOT USE FOR CONSTRUCTIONBENHAVEN PARKING LOT REPAVING
2815 OLIVIA ROAD, SANFORD, NC 2733248772 12-13-21GWFGWFFSN O R
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DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
5410 Trinity Road, Suite 102 | Raleigh, NC 27607
TEL 919.866.4951 FAX 919.833.8124 www.timmons.com
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
NORTH CAROLINA LICENSE NO. C-1652
AS SHOWNS:\333\48772-Benhaven_Parking_Lot\DWG\Sheet\CD\48772-333-C2.0-SITE.dwg | Plotted on 12/14/2021 10:50 AM | by Garrett Frank
DO NOT USE FOR CONSTRUCTIONBENHAVEN PARKING LOT REPAVING
2815 OLIVIA ROAD, SANFORD, NC 2733248772 12-13-21GWFGWFFSN O R
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7C6.5331332327 326 GRADE 5-FT SHOULDER@3% w/5:1 GRADE TIE BACKON EITHER SIDE OF FENCE6C6.4GRADE 5-FT SHOULDER@ 3% w/5:1 GRADE TIEBACK ON EITHER SIDEOF FENCEPEAK AREAFOR POSITIVEDRAINAGE8C6.47C6.47C6.46" PVC6" PVC6" PVC6" PVC6" PVC4" DIPCAST PIPEINTO BOTTOMOF DITCH7C6.4TURN DOWN EXISTING 1" PVCSUMP PUMP PIPING ATBUILDING CORNER ANDCONNECT TO UNDERGROUNDGUTTER PIPING.7C6.4PROVIDE NEW DOWNSPOUT ON BLDG TOMATCH EXISTING.1.ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE HARNETT COUNTYAND OSHA STANDARDS.2.COORDINATE THE PROJECT SCHEDULE WITH THE OWNER, AND ADJACENTUSERS OF THE PROPERTY. MAINTAIN TRAFFIC FLOW AND DO NOT INTERRUPTUTILITIES AROUND THE SITE. DO NO DISTURB OPERATIONS OF ADJACENT SITESAND FACILITIES AND/OR THEIR OWNER'S ONGOING OPERATIONS.3.ALL EXISTING VAULTS, MANHOLES, STORM DRAIN STRUCTURES, VALVE BOXES,CLEANOUTS, ETC. SHALL BE ADJUSTED AS NEEDED TO MATCH FINISHED GRADE.4.ALL BACKFILL, COMPACTION, SOILS TESTING, ETC. SHALL BE PERFORMED BYTHE OWNER'S INDEPENDENT TESTING LABORATORY.5.ALL SPOT ELEVATIONS INDICATED ARE AT TOP OF CURB UNLESS NOTEDOTHERWISE.6.SPOT GRADE ABBREVIATIONS:6.1.TC: TOP OF CURB6.2.EP: EDGE OF PAVEMENT6.3.ME: MATCH EXISTING6.4.SWK: SIDEWALK6.5.FFE: FINISHED FLOOR ELEVATION6.6.TS: TOP OF STAIR6.7.BS: BOTTOM OF STAIR6.8.TW: TOP OF WALL6.9.BW: BOTTOM OF WALL7.SPOT ELEVATIONS ARE GIVEN AT THE MAJORITY OF THE MAJOR BREAK POINTSBUT IT SHOULD NOT BE ASSUMED THAT ALL NECESSARY SPOT ELEVATIONS ARESHOWN. DUE TO SPACE LIMITATIONS, THERE MAY BE OTHER CRITICAL SPOTSNOT LABELED THAT SHOULD BE TAKING INTO CONSIDERATION. THECONTRACTOR SHALL REVIEW THE GRADING PLAN IN DETAIL AND SHALL ENSURETHAT ALL CRITICAL GRADE POINTS ARE STAKED AND FOLLOWED TO PROVIDEPOSITIVE DRAINAGE.8.ALL ELEVATIONS ARE BASED ON NC GRID NORTH (NAD 83).9.THE CONTRACTOR SHALL USE NC ONE CALL (811) TO LOCATE ALLUNDERGROUND UTILITIES. PRIVATE UTILTIES SHALL BE LOCATED BY A PRIVATELOCATE SERVICE AT THE EXPENSE OF THE CONTRACTOR.13.INSTALL ALL STORM SEWERS TO PROVIDE REQUIRED CLEARANCES TOCROSSING UTILITIES AS INDICATED IN THE DRAWINGS AND SPECIFICATIONS.14.ALL ROOF DRAINS SHALL BE 6" PVC (SCH 40) @ 1.04% MIN. SLOPE UNLESSINDICATED OTHERWISE. USE DUCTILE IRON WHEN COVER IS LESS THAN 24-IN.15.PVC ROOF DRAIN PIPING UNDER PAVEMENT SHALL HAVE 24-IN MINIMUM COVER.IF ROOF DRAIN PIPING UNDER PAVEMENT HAS LESS THAN 24-IN COVER, ROOFDRAIN PIPING SHALL BE 6" DIP (IN LIEU OF PVC).16.JOINT FILL AND CAULK EACH CONCRETE EXPANSION JOINT AND WHERECONCRETE PAVEMENT ABUTS OTHER PAVEMENTS, SIDEWALKS, OR HARDSURFACES.8.MAINTAIN ALL EROSION CONTROL DEVICES AFTER EACH RAINFALL EVENT INACCORDANCE WITH NCDEQ LAND QUALITY REQUIREMENTS AND AS DIRECTEDBY THE NCDEQ AND CIVIL ENGINEER.9.FLUSH ALL SEDIMENT OUT OF STORM DRAINAGE PIPES AND STRUCTURESFOLLOWING SITE STABILIZATION AND AT THE END OF CONSTRUCTION. FLUSHOUT PIPES AS NEEDED THROUGHOUT CONSTRUCTION TO MAINTAIN PROPERFUNCTIONING OF THE DRAINAGE SYSTEM.10.IN DISTURBED AREAS, AMEND THE TOP 6 INCHES OF LAWN AREAS WITH TOPSOILFROM THE SITE11.ALL SIDEWALKS ARE TO HAVE NO MORE THAN A 1:20 (5.0%) SLOPE FOR THELENGTH OF THE SIDEWALK AND NO MORE THAN A 1:50 (2.0%) SLOPE FOR THEWIDTH OF THE SIDEWALK.12.IF CONTRACTOR NOTICES ANY DISCREPANCIES IN ANY OF THESE SLOPEREQUIREMENTS, IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THEOWNER & ENGINEER PRIOR TO POURING ANY CONCRETE.13.PRIOR TO FINAL PROJECT ACCEPTANCE, PROVIDE AN AS-BUILT SURVEY OF ALLUTILITY SYSTEMS AND STORM SEWERS.14.ANY AND ALL LANDSCAPING AND EXISTING TREES & SHRUBS TO REMAIN WHICHARE DAMAGED DURING DEMOLITION OR CONSTRUCTION SHALL BE REPLACEDBY THE CONTRACTOR USING A LICENSED LANDSCAPE CONTRACTOR AT NOADDITIONAL COST TO THE OWNER.GRADING & DRAINAGE NOTES320321321322322 323323324324EX. TREELINEEX. SEPTICFIELD / GRASSAREAEX.HARDWOODTREESEX. GRASSAREAEX. PLAY-GROUND3243223243223207C6.5323321320 GRADE SLOPES UNIFORMLYTO CONSTRUCTION LIMITSSTORM STRUCTURE TABLESTRUCTURE #A1A2A3A4A5B1B2B3B4B5C1D1D2D3E1I1I2I3I4TOP328.04329.40330.58331.95331.95329.19334.00334.91333.62332.81333.00333.00332.57332.94332.51330.89332.07332.23331.46STRUCTURE HEIGHT???'2.50'2.83'3.45'3.45'???'5.75'6.31'4.62'4.91'4.45'3.75'4.57'2.54'4.26'4.64'3.32'5.13'4.01'DESCRIPTIONNCDOT ES-1 for 15 inch PipeCONCRETE CATCH BASINCONCRETE CATCH BASINCONCRETE CATCH BASINCONCRETE CATCH BASIN18" FESCONCRETE CATCH BASINCONCRETE DROP INLETCONCRETE CATCH BASIN18" NYLOPLAST BASINCONCRETE CATCH BASINCONCRETE CATCH BASIN18" NYLOPLAST BASIN18" NYLOPLAST BASIN18" NYLOSPLAST BASIN4 '' Cleanout4 '' Cleanout4 '' Cleanout18" Basin - Circular GrateN/AN/ASTORM PIPE TABLEPIPE #A1-A2A3-A2A4-A3A5-A3B2-B1B3-B2B4-B3B5-B4C1-B2DIA15"15"15"15"15"15"15"8"15"FROM - TOA2 - A1A3 - A2A4 - A3A5 - A3B2 - B1B3 - B2B4 - B3B5 - B4C1 - B2UPSTREAMINVERT326.90327.90328.50328.50328.25328.60329.00329.90328.55DOWNSTREAMINVERT326.60327.00328.00328.00327.75328.25328.60329.50328.25SLOPE2.30%1.49%0.70%0.68%0.90%0.51%0.63%0.71%0.50%LENGTH13.03 LF60.37 LF71.19 LF73.65 LF55.32 LF68.55 LF63.66 LF56.08 LF59.94 LFDESCRIPTION15" RCP15" RCP15" RCP15" RCP15" RCP15" RCP15" RCP8" PVC15" RCPSTORM PIPE TABLEPIPE #D1-B3D1-D2D2-D1E1-D1I1-A2I2-I1I3-I2I4-I3DIA15"6"8"6"8"8"6"6"FROM - TOD1 - B3D3 - D2D2 - D1E1 - D1I1 - A2I2 - I1I3 - I2I4 - I3UPSTREAMINVERT329.25330.40330.00330.25328.25328.75329.10329.45DOWNSTREAMINVERT328.60330.25329.75330.00327.48328.45328.92329.30SLOPE0.72%0.70%0.54%0.59%1.34%0.79%0.79%0.90%LENGTH90.25 LF21.35 LF45.98 LF42.49 LF57.25 LF37.88 LF22.68 LF16.62 LFDESCRIPTION15" RCP6" PVC8" PVC6" PVC8" DIP8" PVC6" PVC6" PVCKEY NOTESSTANDARD CLEANOUT6C6.4A-INLINE DRAIN / YARD INLET9C6.4STORM PIPE BEDDING8C6.4CONCRETE FLARED END SECTION10C6.4CONCRETE DROP INLET1C6.5CONCRETE CATCH BASIN2C6.5DOWNSPOUT BOOT CONNECTOR7C6.4BACKFILL AGAINST SIDEWALK FOR POSITIVE DRAINAGEB-C-TIE FLUSH TO EXISTING PAVEMENT4" PVC SCHEDULE 40 DRAIN PIPING FROMGATE DROP ROD ASSEMBLYCONCRETE TRAPEZOIDAL DITCH7C6.5JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
5410 Trinity Road, Suite 102 | Raleigh, NC 27607
TEL 919.866.4951 FAX 919.833.8124 www.timmons.com
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
NORTH CAROLINA LICENSE NO. C-1652
AS SHOWNS:\333\48772-Benhaven_Parking_Lot\DWG\Sheet\CD\48772-333-C3.0-GRAD.dwg | Plotted on 12/14/2021 10:53 AM | by Garrett Frank
DO NOT USE FOR CONSTRUCTIONBENHAVEN PARKING LOT REPAVING
2815 OLIVIA ROAD, SANFORD, NC 2733248772 12-13-21GWFGWFFSN O R
T H C A R O L I N AP R
O F E S S I O N A LE N G I N E E R 0 3 3 6 1 2N O R
T H C A R O L I N AP R
O F E S S I O N A LE N G I N E E R
N O R
T H C A R O L I N AP R
O F E S S I O N A LE N G I N E E R
N O R
T H C A R O L I N AP R
O F E S S I O N A LE N G I N E E R S E A LN O R
T H C A R O L I N AP R
O F E S S I O N A LE N G I N E E R
N O R
T H C A R O L I N AP R
O F E S S I O N A LE N G I N E E R
N O R
T H C A R O L I N AP R
O F E S S I O N A LE N G I N E E RF R A N C I S S L I N S K Y
, I I I 12/13/21FOR REVIEW ONLYGRADING & DRAINAGE PLAN
NAD 830SCALE 1"=30'60'30'INSET 'A' - SEE ABOVEINSET 'A' - SEE BELOWMATCH LINEC3.0BASE BID STORM STRUCTURE TABLEBASE BID STORM PIPE TABLE
325325325325325325 325330330330
3
3
0
330330
3
3
0
335335335 322322 323323323323324324324326 326326326326
32
6
326326327327
327
327327327327328328
328
328
328
328328 328329329
3293
2
9
329329329329331331331
33
1
331331331 330331331331
332332332332
332
332332
332 332332
33
2
332
332332333333333
33
3
33
3
333333333
333333
3333
3
3334334334
334
33
4
334334
33433
4
33
4
3343
3
4330325
3353
3
4
330327332329
32732
4326335335333326328
331322332324332327
335TTP 1X2OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH
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OHPEX. COVERED BREEZEWAYEX. 2-STORYBRICKSCHOOL BUILDINGFFE:335.26EX. 1 STORY BRICKSCHOOL BUILDINGFFE:332.35EX. 2 STORY GYMEX. 1 STORY BRICKSCHOOL BUILDINGEX.
6
"
I
R
O
N
EX. 6" PVCSEPTICTANK N22°01'40"E414.45'N5
8
°
5
5
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1
4
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E
3
7
7
.
4
6
'30'30'N22°01'40"E 433.92'R=762.00'L=323.09'EX. 1 STORYBRICK SHEDEX. 1 STORY BRICKSCHOOL BUILDINGEX. CONCRETEEX. COVERED AWNINGEX. 1-STORYBRICKSCHOOL BUILDINGOL
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/WFFE: 328.07FFE: 332.07FFE: 332.41FFE: 332.32EX. STAIRSEX. STAIRSEX. 1" PVCBENHAVEN SCHOOL ROADNCSR 120360' PUBLIC R/W
EX. UTILITYPOLEw/ GUYWIRES (TYP.)EX. 18" RCPEX. SEPTICFIELD / GRASSAREAEX. GRAVELEX. GRAVELEX.LAWNEX. LAWNEX. LAWNEX. LAWNEX. LAWNR=762.00'L=33.82'X X XXOHPMKFXXXXXOHPOHPOH
POHPTUFOUFOUFOXXXXX XXXXXXXXXXX X X X X XXXXXXXXXXXXXXXXXXXXX XNO PARKING - DROP OFFNO PARKING - DROP OFFBUSBUSBUSBUSTREE LINE(TYP.)TREE LINE(TYP.)WWSRDRDR
D F2F36"
P
V
C
6"
P
V
CG3G2H1G18" PVC15" RCP15" RCPALT#2ALT#2ALT#2ALT#2ALT#2ALT #2BASE BIDALT#29C6.4326328330 330328326 327331332335335334331333
334
335335 335335 333
333
326324324325327324324326328330332334
33
4
3333
3
2
3323313313293263333
3
4 328330
3
33
3
3
4
334
334
330331333333
334
334
335335
335
329327331332329 332333
333
325334
-11.12%-5.63%4:15:13:13:13:1 4:1 15:1-3.35%-3.35%-2.23%-5.45%-5.82%-6.71%-3.42%BASE BID GRADING(SEE C3.0)2C6.5C-10C6.48C6.4A-9C6.4APPROXIMATE ALT#3 GRADING LIMITS:ALT #4B NOTE:IF ALT #2 IS NOT ACCEPTED,PROVIDE 5-FT SHOULDER @ 2%SLOPE ON BOTH SIDES OF FENCE.TIE GRADES BACK WITH 4:1 SLOPES.APPROXIMATE ALT#4B GRADING LIMITS:APPROXIMATE ALT#4B GRADING LIMITS:APPROXIMATE ALT#3 GRADING LIMITS:APPROXIMATE ALT#4A GRADING LIMITS:8:1APPROXIMATE ALT#3 GRADING LIMITS:33
3
33
3
33
2
3
3
1
330325
33
410C6.49C6.4F16" PVC6C6.48C6.4ALT#1ALT#1ALT#1ALT#1C-ALT#3DAYLIGHT 4"PIPE AT GRADEWITH APPROVEDRODENT GUARDMOW OR CLEARSMALLTREES/VEGETATIONTO ROUTE PIPE330331333334332
328329
3
3
1
3
3
2
322 323 323 3283
3
2
3
2
9
32732633
4 335326 329 331
334
3353353
3
4
33
1
1.ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE HARNETT COUNTYAND OSHA STANDARDS.2.COORDINATE THE PROJECT SCHEDULE WITH THE OWNER, AND ADJACENTUSERS OF THE PROPERTY. MAINTAIN TRAFFIC FLOW AND DO NOT INTERRUPTUTILITIES AROUND THE SITE. DO NO DISTURB OPERATIONS OF ADJACENT SITESAND FACILITIES AND/OR THEIR OWNER'S ONGOING OPERATIONS.3.ALL EXISTING VAULTS, MANHOLES, STORM DRAIN STRUCTURES, VALVE BOXES,CLEANOUTS, ETC. SHALL BE ADJUSTED AS NEEDED TO MATCH FINISHED GRADE.4.ALL BACKFILL, COMPACTION, SOILS TESTING, ETC. SHALL BE PERFORMED BYTHE OWNER'S INDEPENDENT TESTING LABORATORY.5.ALL SPOT ELEVATIONS INDICATED ARE AT TOP OF CURB UNLESS NOTEDOTHERWISE.6.SPOT GRADE ABBREVIATIONS:6.1.TC: TOP OF CURB6.2.EP: EDGE OF PAVEMENT6.3.ME: MATCH EXISTING6.4.SWK: SIDEWALK6.5.FFE: FINISHED FLOOR ELEVATION6.6.TS: TOP OF STAIR6.7.BS: BOTTOM OF STAIR6.8.TW: TOP OF WALL6.9.BW: BOTTOM OF WALL7.SPOT ELEVATIONS ARE GIVEN AT THE MAJORITY OF THE MAJOR BREAK POINTSBUT IT SHOULD NOT BE ASSUMED THAT ALL NECESSARY SPOT ELEVATIONS ARESHOWN. DUE TO SPACE LIMITATIONS, THERE MAY BE OTHER CRITICAL SPOTSNOT LABELED THAT SHOULD BE TAKING INTO CONSIDERATION. THECONTRACTOR SHALL REVIEW THE GRADING PLAN IN DETAIL AND SHALL ENSURETHAT ALL CRITICAL GRADE POINTS ARE STAKED AND FOLLOWED TO PROVIDEPOSITIVE DRAINAGE.8.ALL ELEVATIONS ARE BASED ON NC GRID NORTH (NAD 83).9.THE CONTRACTOR SHALL USE NC ONE CALL (811) TO LOCATE ALLUNDERGROUND UTILITIES. PRIVATE UTILTIES SHALL BE LOCATED BY A PRIVATELOCATE SERVICE AT THE EXPENSE OF THE CONTRACTOR.13.INSTALL ALL STORM SEWERS TO PROVIDE REQUIRED CLEARANCES TOCROSSING UTILITIES AS INDICATED IN THE DRAWINGS AND SPECIFICATIONS.14.ALL ROOF DRAINS SHALL BE 6" PVC (SCH 40) @ 1.04% MIN. SLOPE UNLESSINDICATED OTHERWISE. USE DUCTILE IRON WHEN COVER IS LESS THAN 24-IN.15.PVC ROOF DRAIN PIPING UNDER PAVEMENT SHALL HAVE 24-IN MINIMUM COVER.IF ROOF DRAIN PIPING UNDER PAVEMENT HAS LESS THAN 24-IN COVER, ROOFDRAIN PIPING SHALL BE 6" DIP (IN LIEU OF PVC).16.JOINT FILL AND CAULK EACH CONCRETE EXPANSION JOINT AND WHERECONCRETE PAVEMENT ABUTS OTHER PAVEMENTS, SIDEWALKS, OR HARDSURFACES.8.MAINTAIN ALL EROSION CONTROL DEVICES AFTER EACH RAINFALL EVENT INACCORDANCE WITH NCDEQ LAND QUALITY REQUIREMENTS AND AS DIRECTEDBY THE NCDEQ AND CIVIL ENGINEER.9.FLUSH ALL SEDIMENT OUT OF STORM DRAINAGE PIPES AND STRUCTURESFOLLOWING SITE STABILIZATION AND AT THE END OF CONSTRUCTION. FLUSHOUT PIPES AS NEEDED THROUGHOUT CONSTRUCTION TO MAINTAIN PROPERFUNCTIONING OF THE DRAINAGE SYSTEM.10.IN DISTURBED AREAS, AMEND THE TOP 6 INCHES OF LAWN AREAS WITH TOPSOILFROM THE SITE11.ALL SIDEWALKS ARE TO HAVE NO MORE THAN A 1:20 (5.0%) SLOPE FOR THELENGTH OF THE SIDEWALK AND NO MORE THAN A 1:50 (2.0%) SLOPE FOR THEWIDTH OF THE SIDEWALK.12.IF CONTRACTOR NOTICES ANY DISCREPANCIES IN ANY OF THESE SLOPEREQUIREMENTS, IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THEOWNER & ENGINEER PRIOR TO POURING ANY CONCRETE.13.PRIOR TO FINAL PROJECT ACCEPTANCE, PROVIDE AN AS-BUILT SURVEY OF ALLUTILITY SYSTEMS AND STORM SEWERS.14.ANY AND ALL LANDSCAPING AND EXISTING TREES & SHRUBS TO REMAIN WHICHARE DAMAGED DURING DEMOLITION OR CONSTRUCTION SHALL BE REPLACEDBY THE CONTRACTOR USING A LICENSED LANDSCAPE CONTRACTOR AT NOADDITIONAL COST TO THE OWNER.KEY NOTESSTANDARD CLEANOUT6C6.4A-INLINE DRAIN / YARD INLET9C6.4GRADING & DRAINAGE NOTESSTORM PIPE BEDDING8C6.4CONCRETE FLARED END SECTION10C6.4CONCRETE DROP INLET1C6.5CONCRETE CATCH BASIN2C6.5DOWNSPOUT BOOT CONNECTOR7C6.4BACKFILL AGAINST SIDEWALK FOR POSITIVE DRAINAGEB-C-TIE FLUSH TO EXISTING PAVEMENT4" PVC SCHEDULE 40 DRAIN PIPING FROMGATE DROP ROD ASSEMBLYCONCRETE TRAPEZOIDAL DITCH7C6.5332 OHPOHPOHPOHP15" RCPINV:330.5'XXXXXXXXTREE LINE(TYP.)331-3.71%APPROXIMATE ALT#3 GRADING LIMITS:15" RCPJ1J2329330327328 330 WRAPCONNECTIONWITH ASTMC-443 TAPEALT#310C6.4ALT#38C6.4325323324326327327328329331OHPIRF 1/2"XXXXXTREE LINE(TYP.)329327328 330-3.43%APPROXIMATE ALT#4B GRADING LIMITS:327325323325
STORM PIPE TABLEPIPE #F1-B3F2-F1F3-F2G1-G2G3-G2H1-G2J1-J2DIA6"6"6"15"8"15"15"FROM - TOF1 - B3F2 - F1F3 - F2G2 - G1G3 - G2G2 - H1J2 - J1UPSTREAMINVERT330.86331.50332.25322.60326.50322.90328.10DOWNSTREAMINVERT330.50330.75331.50322.45323.33322.60327.00SLOPE2.81%3.52%1.25%0.61%4.28%0.70%3.23%LENGTH12.76 LF21.29 LF59.96 LF24.60 LF74.12 LF42.83 LF34.08 LFDESCRIPTION6" PVC6" PVC6" PVC15" RCP8" PVC15" RCP15" RCPSTORM STRUCTURE TABLESTRUCTURE #F1F2F3G1G2G3H1J1J2TOP331.37334.90334.90324.09324.95329.89324.19327.620.00STRUCTURE HEIGHT2.51'3.40'2.65'???'2.35'3.39'???'???'???'DESCRIPTION4 '' Cleanout18" NYLOPLAST BASIN18" NYLOPLAST BASIN15" FESCONCRETE CATCH BASIN18" NYLOPLAST BASIN15" FES15" FESCONNECT TO EX. 15" RCP.N/AN/AN/AN/AN/AJOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
5410 Trinity Road, Suite 102 | Raleigh, NC 27607
TEL 919.866.4951 FAX 919.833.8124 www.timmons.com
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
NORTH CAROLINA LICENSE NO. C-1652
AS SHOWNS:\333\48772-Benhaven_Parking_Lot\DWG\Sheet\CD\48772-333-C3.0-GRAD.dwg | Plotted on 12/14/2021 10:54 AM | by Garrett Frank
DO NOT USE FOR CONSTRUCTIONBENHAVEN PARKING LOT REPAVING
2815 OLIVIA ROAD, SANFORD, NC 2733248772 12-13-21GWFGWFFSN O R
T H C A R O L I N AP R
O F E S S I O N A LE N G I N E E R 0 3 3 6 1 2N O R
T H C A R O L I N AP R
O F E S S I O N A LE N G I N E E R
N O R
T H C A R O L I N AP R
O F E S S I O N A LE N G I N E E R
N O R
T H C A R O L I N AP R
O F E S S I O N A LE N G I N E E R S E A LN O R
T H C A R O L I N AP R
O F E S S I O N A LE N G I N E E R
N O R
T H C A R O L I N AP R
O F E S S I O N A LE N G I N E E R
N O R
T H C A R O L I N AP R
O F E S S I O N A LE N G I N E E RF R A N C I S S L I N S K Y
, I I I 12/13/21FOR REVIEW ONLYSITE ALTERNATES GRADING & DRAINAGE PLAN
NAD 83
060'30'INSET 'B' - SEE RIGHT (ALTERNATE #4B)INSET 'C' - SEE LEFT(ALTERNATE #3)INSET 'C' - SEE RIGHT (ALTERNATE #3)MATCH LINEINSET 'B' - SEE BELOW (ALTERNATE #4B)MATCH LINEC3.1ALT STORM STRUCTURE TABLEALT #2 STORM PIPE TABLE
320320320325325325325 325325325325 325325325 325325 330330330330330330330330330
330330330 330335335335319319319321321321
321 322322 322322
322322
322323323323323
32332
3
323323323323324324324324324
324324324324326 326326326326326326326326326326326326
326327327327327327327327327327327
327327327328328328328328328328328328328328
3283283
2
8
3
2
8
328 328329329329329329329329329329329
32
9
329329329 329331331331331331331331 331 331331331331
331 330331331 331332332332332332332332332332332
332
332332332332 332
332
332 332332333333333333333333333333 333333 333333334334334334334334334334334334334334330325335334330
327331332329 332
327324326323
325327320335335333 326328331322327332324332327335 TTP 1X2SSMKF348.09'40.55'135.55'394.11'2
4
1
.
9
1
'XXXXX WWWXXXXN60°39'52"W424.36'N22°01'40"E414.45'N58°55'1
4
"
E
3
7
7
.
4
6
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N22°01'40"E 433.92'R=762.00'L=323.09'R=762.00'L=33.82'X MKFXXXOHPUFOA2A1
RD32032032032532532532
5
325325325325 32532532
5 32532
5
33
0330330330330
3
3
0
3303
3
0
330330330330
3
3
0
33
5
335335319319319321 321321321 3223
2
2
32232
2
322322
322
3233
2
3
32332332332
3
3
2
3
323
323323
3243243243243243243
2
4
3
24
32
4
3
2
6
3263
2
6326326
326
3263263
2
6
326
32
6
32632632632
7
32
7
327
327
3273273273
2
7
327
3273273273
2
73283
2
8
328328
3
2
8
3
2
8
328328
328
328
328
3283283
2
8
3
2
8
328
3
2
8
3
2
9
3
2
9
329
329329329329
3293
2
9
329
32
9
329329329
329331331
33
1
331331331331
33
1
331331331331
3
3
1
3
3
0
3
3
1331
331
332332332
332
332332332332
33233
2
332
332332332332
332
33
2
332
33233
2
333333
333
33
3
33
3
333333333
33333
3
33333
33343343
3
4
334
33
4
334334
33433
4
33
4
33433433032
5
3353
3
4
330327331332329
332
327324326323
325327320335335333 326328331322
32
7
332
3243
3
2
327335SS348.09'40.55'1
3
5
.
5
5
'394.11'2
4
1
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9
1
'WWWX
XN60°39'52"W424.36'N22
°
0
1
'
4
0
"
E
414
.
4
5
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N
5
8
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5
5
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1
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3
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7
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4
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1
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4
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9
2
'R=762.00'L=323.09
'R=762.00'L=33.82'XXX
XOHPUFOX
X
XXXXXXXX
X
XXXXXXXXA2A1JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
5410 Trinity Road, Suite 102 | Raleigh, NC 27607
TEL 919.866.4951 FAX 919.833.8124 www.timmons.com
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
NORTH CAROLINA LICENSE NO. C-1652
AS SHOWNS:\333\48772-Benhaven_Parking_Lot\DWG\Sheet\CD\48772-333-C3.1-STCP.dwg | Plotted on 12/14/2021 10:56 AM | by Garrett Frank
DO NOT USE FOR CONSTRUCTIONBENHAVEN PARKING LOT REPAVING
2815 OLIVIA ROAD, SANFORD, NC 2733248772 12-13-21GWFGWFFSN O
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N S K Y, I I I 12/13/21FOR REVIEW ONLYPRE-DEVELOPMENT IMPERVIOUS ANALYSIS MAPPOST-DEVELOPMENT IMPERVIOUS ANALYSIS MAP1"=70'PRE-DEVELOPMENT VERSUS POST-DEVELOPMENT SITE HYDROLOGYDRAINAGE TO EXISTING PIPE NETWORK-POINT OF ANALYSIS 2PRE-DEVELOPMENTPOST-DEVELOPMENTDIFFERENCEIMPERVOUS AREA0.983 ACRES(42,811 SQFT)0.999 ACRES(43,541 SQFT)0.017 ACRES(730 SQFT)DRAINAGE TO EXISTING PIPE NETWORK-POINT OF ANALYSIS 11"=70'PRE-DEVELOPMENTPOST-DEVELOPMENTDIFFERENCEIMPERVOUS AREA1.001 ACRES(43,623 SQFT)1.328 ACRES(57,840 SQFT)0.326 ACRES(14,217 SQFT)PRE-DEVELOPMENTPOST-DEVELOPMENTDIFFERENCEIMPERVOUS AREA3.212 ACRES(139,923 SQFT)3.183 ACRES(138,643 SF)-0.029 ACRES(-1,280 SQFT)TOTAL SITE IMPERVIOUSA1PRE-DEVELOPMENTPOST-DEVELOPMENTA2SITESTORMWATER COMLIANCE PLANC3.2STORMWATER COMPLIANCE STATEMENT:THE PRE-CONDITION IMPERVIOUS SURFACE IS BASED ON IMPERVIOUSSURFACE EXISTING ON JULY 1, 2007 WHEN THE PHASE 2 STORMWATERRULES CAME INTO EFFECT. THIS INFORMATION WAS VERIFIEDTHROUGH 2006 AERIAL IMAGES AND BUILDING PERMIT DATA EXISTINGPRIOR TO THIS DATE. THE OVERALL SITE IS REDUCING IMPERVIOUSSURFACE FROM THE JULY 1, 2007 DATE BY 1,280 SF.
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DWW2" TYPE 'K'COPPERS3C6.55-FT SEPARATIONSEPTIC TANKINV.:326.20'(MATCH EX.)E-E-A-A-B-1C6.1C-SSWR MANHOLERIM:330.00'INV IN:327.66INV. OUT" 326.756" DIP6" DIP6" DIP8C6.56C6.54C6.54C6.58C6.58C6.55C6.5F-F-PROVIDELOAD BEARINGCAPSTANDARD UTILITY NOTESKEY NOTES1.ALL MATERIALS & CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITHHARNETT COUNTY STANDARDS, DETAILS & SPECIFICATIONS.2.CONTRACTOR SHALL LOCATE AND PROTECT ALL EXISTING PUBLIC AND PRIVATEUTILITIES AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR CONFLICTSPRIOR TO BEGINNING CONSTRUCTION.3.UTILITY SEPARATION REQUIREMENTS:3.1.5.0' MINIMUM HORIZONTAL SEPARATION IS REQUIRED BETWEEN ALLSANITARY SEWER & STORM SEWER FACILITIES, UNLESS DIP MATERIAL ISSPECIFIED FOR SANITARY SEWER.3.2.MAINTAIN 18” MIN. VERTICAL SEPARATION AT ALL WATER MAIN & RCPSTORM DRAIN CROSSINGS; MAINTAIN 24” MIN. VERTICAL SEPARATION ATALL SANITARY SEWER & RCP STORM DRAIN CROSSINGS. WHEREADEQUATE SEPARATIONS CANNOT BE ACHIEVED, SPECIFY DIP MATERIALS& A CONCRETE CRADLE HAVING 6” MIN. CLEARANCE3.3.ALL OTHER UNDERGROUND UTILITIES SHALL CROSS WATER & SEWERFACILITIES WITH 18” MIN. VERTICAL SEPARATION REQUIRED.4.CONTRACTOR SHALL MAINTAIN CONTINUOUS WATER & SEWER SERVICE TOEXISTING BUILDINGS THROUGHOUT CONSTRUCTION OF PROJECT. ANYNECESSARY SERVICE INTERRUPTIONS SHALL BE PRECEDED BY A 24-HOURADVANCE NOTICE TO THE OWNER.5.INSTALL SEWER SERVICES @ 1.0% MINIMUM GRADE WITH CLEANOUTS SPACEDEVERY 75 LINEAR FEET MAXIMUM.SANITARY SEWER MANHOLETIE TO EXISTING SEWER LINE. PROVIDE SEWERADAPTER BOOT WITH WATER TIGHT SEAL.5C6.5B-A-TIE TO EXISTING WATER LINE3C6.5STANDARD CLEANOUT6C6.4BEDDING FOR SANITARY SEWER PIPE4C6.51" WATER METERCONNECT SEWER LINE TO SEPTIC TANK USINGWATER TIGHT CONNECTOR BOOT.C-SITE LIGHTING; COORDINATE ELECTRICAL ANDMETER WITH DUKE ENERGY.D-6C6.5CONCRETE UTILITY CRADLEPROVIDE 18" SEPARATION BETWEEN STORM ANDWATER SERVICEE-2" PVC ELECTRICAL CONDUIT WITH NYLONPULL-STRINGS FIXED TO CAP8C6.5ADJUST LID, TOP, RIM OF UTILITY TO FINISHED GRADEF-JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
5410 Trinity Road, Suite 102 | Raleigh, NC 27607
TEL 919.866.4951 FAX 919.833.8124 www.timmons.com
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
NORTH CAROLINA LICENSE NO. C-1652
AS SHOWNS:\333\48772-Benhaven_Parking_Lot\DWG\Sheet\CD\48772-333-C4.0-UTIL.dwg | Plotted on 12/14/2021 10:57 AM | by Garrett Frank
DO NOT USE FOR CONSTRUCTIONBENHAVEN PARKING LOT REPAVING
2815 OLIVIA ROAD, SANFORD, NC 2733248772 12-13-21GWFGWFFSN O R T H C A R O L I N AP R
O F E S S I O N A LE N G I N E E R 0 3 3 6 1 2N O R T H C A R O L I N AP R
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O F E S S I O N A LE N G I N E E RF R A N C I S S L I N S K Y, I I I 12/13/21FOR REVIEW ONLYUTILITY PLAN
NAD 830SCALE 1"=30'60'30'C4.0
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'N86°07'51"E 214.73' (TIE)FOUND NAIL @BASE OF PIPES47°26'56"W103.68' (TIE)JOHN C. COUGHLIN andwife BARBARA E. COUGHLINPIN: 9578-16-5198.000PID: 03958701 0592DB 3533 PG 202MB 2012 PG 565CPCP30.25'N22°01'40"E 433.92'EX. 18"PINEEX. 8"DOGWOODR=762.00'L=323.09'CON MON MARKINGWATER LINE/VALVE1.47' NORTH OF LINE(FOR REFERENCE ONLY)EX. 1 STORYBRICK SHEDEX. 1 STORY BRICKSCHOOL BUILDINGEX. CONCRETEEX. WATER METER(1.5 x 2.5)EX. FHAEX. ASPHALTEX. COVERED AWNINGEX. 1-STORYBRICKSCHOOL BUILDINGOL
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1C6.72C6.74C6.74C6.73C6.73C6.71C6.72C6.74C6.73C6.73C6.74C6.75C6.65C6.65C6.65C6.65C6.65C6.65C6.65C6.64C6.64C6.64C6.64C6.64C6.64C6.64C6.64C6.64C6.64C6.64C6.64C6.64C6.67C6.65C6.64C6.65C6.6ARMOR SLOPE WITHCLASS A RIP RAP(4.0-FT X 7.5-FT)ARMOR SLOPE WITHCLASS A RIP RAP(4.0-FT X 8.0-FT)ARMOR SLOPE WITHCLASS A RIP RAP(5.0-FT X 5.0-FT)ARMOR SLOPE WITHCLASS A RIP RAP(4.0-FT X 5.0-FT)6C6.66C6.66C6.65C6.65C6.6SKIMMER BASIN ASURFACE AREA: 2,625-SFSKIMMER SIZE: 1.5-INORIFICE SIZE: 1.0-INSKIMMER BASIN BSURFACE AREA: 1,289-SFSKIMMER SIZE: 1.5-INORIFICE SIZE: 0.75-INSKIMMER BASIN'A' DRAINAGEAREA: 35,471-SFSKIMMER BASIN'B' DRAINAGEAREA: 70,437-SF4C6.6TDD B1TDD B2TDD A1TDD A2DB 263 PG 22EX. TREELINEEX. SEPTICFIELD / GRASSAREAEX.HARDWOODTREESEX. GRASSAREAEX. PLAY-GROUND320321321322322 3233233243245C6.65C6.65C6.64C6.64C6.64C6.6GENERAL NOTES1.THE CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL CODES INOBSERVING EROSION CONTROL MEASURES BOTH ON AND OFF SITE. ALLOFF-SITE SOIL BORROW AND WASTE SITES SHALL BE PROPERLYPERMITTED FOR SUCH ACTIVITIES.2.THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICESAFTER EACH RAINFALL EVENT OR AS DIRECTED BY LOCAL AUTHORITIESOR ARCHITECT.3.ALL OPEN STORM PIPES SHALL BE PROTECTED WITH STONE FILTERPROTECTION AFTER WORK STOPPAGE EACH DAY.4.ALL STORM DRAINAGE PIPES SHALL BE THOROUGHLY FLUSHED OF ALLSEDIMENT FOLLOWING SITE STABILIZATION. INTERIOR FLUSHING OFSYSTEM SHALL BE PERFORMED AS NEEDED TO MAINTAIN PROPERFUNCTIONING OF THE DRAINAGE SYSTEM.5.THE INDICATED STAGING AREA IS INTENDED FOR VEHICLES ANDNON-ERODIBLE MATERIALS ONLY. NO SOIL, SAND OR OTHER ERODIBLE,FINE GRAINED MATERIAL SHALL BE STORED OUTSIDE OF THE LIMITS OFTHE SITE PROTECTED BY SEDIMENT AND EROSION CONTROL DEVICES ANDMEASURES.6.SOIL AND OTHER MATERIALS SHALL ONLY BE TEMPORARILY STOCKPILEDWITHIN THE CONSTRUCTION LIMITS PROTECTED BY SEDIMENT ANDEROSION CONTROL DEVICES AND MEASURES.7.TREE PROTECTION INSPECTION SHALL BE COMPLETED PRIOR TOINSTALLING EROSION CONTROL DEVICES.8.ALL APPLICABLE E&S CONTROL MEASURES ARE TO BE PROPERLYMAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED.9.PERMANENT GROUNDCOVER SHALL BE PROVIDED FOR ALL DISTURBEDAREAS WITHIN 15 WORKING DAYS OR NO MORE THAN 90 CALENDAR DAYS(WHICHEVER IS SHORTER).10.PROVIDE 8-FT TALL CONSTRUCTION FENCING W/ SCREEN AROUND ALLWORK AREAS AT ALL TIMES DURING THE ENTIRE DURATION OFCONSTRUCTION. ANY PAVEMENT DAMAGED FROM TEMPORARY FENCINGSHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER.11.TOTAL DISTURBED AREA: 6.1 AC (INCLUDES ALTERNATES).TEMPORARY DIVERSION DITCHTEMPORARY CHANNEL LINING (EXCELSIOR)REINFORCED SILT FENCE OUTLETRIPRAP OUTLET PROTECTIONGRAVEL CONSTRUCTION ENTRANCESKIMMER BASINPROPOSED STORM SEWER PIPESTEMPORARY SILT & TREE PROTECTION FENCEYARD INLET PROTECTIONLIMITS OF CONSTRUCTIONSKIMMER BASIN DRAINAGE AREACONCRETE WASHOUT AREACOIR MESH BAFFLESEXISTING CONTOURDUST CONTROLPROPOSED ROOF DRAIN PIPINGKEY NOTESTEMPORARY WATTLEFINISHED CONTOURRDDCCONSTRUCTION SEQUENCE - PH11.OBTAIN AN APPROVED PLAN AND APPLICABLE PERMIT PRIOR TOCOMMENCING ANY LAND DISTURBING ACTIVITY. A COPY OF THE APPROVEDPLAN AND APPROVAL LETTER MUST BE ON FILE AT THE JOB SITE. NOTIFYEROSION CONTROL AUTHORITIES OF PROPOSED STARTING DATE OF LANDDISTURBING ACTIVITIES BY CALLING THE NCDEQ FAYETTEVILLE REGIONALOFFICE AT (910) 433-3300.2.CONDUCT PRE-CONSTRUCTION CONFERENCE AND INVITE NCDEQ LANDQUALITY SECTION, FAYETTEVILLE REGIONAL OFFICE, BY CALLING (910)433-3300.3.INSTALL CONSTRUCTION ENTRANCE, PERIMETER SILT FENCE ANDREINFORCED SILT FENCE OUTLETS. REFER TO C4.1 FOR EROSION CONTROLMEASURES FOR ALTERNATES THAT ARE ACCEPTED.4.CLEAR/GRUB AND GRADE ONLY AS NECESSARY TO INSTALL EROSIONCONTROL MEASURES AND BASIN.5.CALL NCDEQ AND THE ENGINEER TO ARRANGE AN INSPECTION OFINSTALLED EROSION CONTROL DEVICES. (NOTE: DEMOLITION, GRADING,AND ANY OTHER CONSTRUCTION WORK SHALL NOT OCCUR UNTIL THEEROSION CONTROL FEATURES ARE INSTALLED AND APPROVED BY NCDEQINSPECTOR.)6.PROCEED WITH DEMOLITION, GRADING AND SITE WORK AS SHOWN ONPLANS.7.MAINTAIN ALL EROSION & SEDIMENT CONTROL MEASURES THROUGHOUTCONSTRUCTION. REMOVE AND STABILIZE CONSTRUCTION LAY DOWN, STAGING,DIRT & WASTE PILE AREAS. ALL APPLICABLE E&S CONTROL MEASURES ARE TOREMAIN UNTIL PERMANENT VEGETATION IS ESTABLISHED.8.ONCE THE SITE IS READY TO MOVE FORWARD WITH SITE PAVING, STABILIZE THESITE AND PROCEED TO PHASE 2 EROSION CONTROL.CHECK DAM3C6.74C6.62C6.61C6.74C6.77C6.65C6.61C6.6AC6.82C6.73C6.66C6.6JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
5410 Trinity Road, Suite 102 | Raleigh, NC 27607
TEL 919.866.4951 FAX 919.833.8124 www.timmons.com
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
NORTH CAROLINA LICENSE NO. C-1652
AS SHOWNS:\333\48772-Benhaven_Parking_Lot\DWG\Sheet\CD\48772-333-C5.0-EROS.dwg | Plotted on 12/14/2021 10:59 AM | by Garrett Frank
DO NOT USE FOR CONSTRUCTIONBENHAVEN PARKING LOT REPAVING
2815 OLIVIA ROAD, SANFORD, NC 2733248772 12-13-21GWFGWFFSN O
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N S K Y, I I I 12/13/21FOR REVIEW ONLYNAD 83
0SCALE 1"=30'60'30'INSET 'A' - SEE BELOWMATCH LINEINSET 'A' - SEE ABOVEEROSION CONTROL PLAN PHASE 1C5.0
TREE LINE(TYP.)OHPIRF 1/2"X3253233243263273273283293314C6.64C6.6ALT#4BALT#4BGENERAL NOTES1.THE CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL CODES INOBSERVING EROSION CONTROL MEASURES BOTH ON AND OFF SITE. ALLOFF-SITE SOIL BORROW AND WASTE SITES SHALL BE PROPERLYPERMITTED FOR SUCH ACTIVITIES.2.THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICESAFTER EACH RAINFALL EVENT OR AS DIRECTED BY LOCAL AUTHORITIESOR ARCHITECT.3.ALL OPEN STORM PIPES SHALL BE PROTECTED WITH STONE FILTERPROTECTION AFTER WORK STOPPAGE EACH DAY.4.ALL STORM DRAINAGE PIPES SHALL BE THOROUGHLY FLUSHED OF ALLSEDIMENT FOLLOWING SITE STABILIZATION. INTERIOR FLUSHING OFSYSTEM SHALL BE PERFORMED AS NEEDED TO MAINTAIN PROPERFUNCTIONING OF THE DRAINAGE SYSTEM.5.THE INDICATED STAGING AREA IS INTENDED FOR VEHICLES ANDNON-ERODIBLE MATERIALS ONLY. NO SOIL, SAND OR OTHER ERODIBLE,FINE GRAINED MATERIAL SHALL BE STORED OUTSIDE OF THE LIMITS OFTHE SITE PROTECTED BY SEDIMENT AND EROSION CONTROL DEVICES ANDMEASURES.6.SOIL AND OTHER MATERIALS SHALL ONLY BE TEMPORARILY STOCKPILEDWITHIN THE CONSTRUCTION LIMITS PROTECTED BY SEDIMENT ANDEROSION CONTROL DEVICES AND MEASURES.7.TREE PROTECTION INSPECTION SHALL BE COMPLETED PRIOR TOINSTALLING EROSION CONTROL DEVICES.8.ALL APPLICABLE E&S CONTROL MEASURES ARE TO BE PROPERLYMAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED.9.PERMANENT GROUNDCOVER SHALL BE PROVIDED FOR ALL DISTURBEDAREAS WITHIN 15 WORKING DAYS OR NO MORE THAN 90 CALENDAR DAYS(WHICHEVER IS SHORTER).10.PROVIDE 8-FT TALL CONSTRUCTION FENCING W/ SCREEN AROUND ALLWORK AREAS AT ALL TIMES DURING THE ENTIRE DURATION OFCONSTRUCTION. ANY PAVEMENT DAMAGED FROM TEMPORARY FENCINGSHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER.11.TOTAL DISTURBED AREA: 6.1 AC (INCLUDES ALTERNATES).TEMPORARY DIVERSION DITCHTEMPORARY CHANNEL LINING (EXCELSIOR)REINFORCED SILT FENCE OUTLETRIPRAP OUTLET PROTECTIONGRAVEL CONSTRUCTION ENTRANCESKIMMER BASINPROPOSED STORM SEWER PIPESTEMPORARY SILT & TREE PROTECTION FENCEYARD INLET PROTECTIONLIMITS OF CONSTRUCTIONSKIMMER BASIN DRAINAGE AREACONCRETE WASHOUT AREACOIR MESH BAFFLESEXISTING CONTOURDUST CONTROLPROPOSED ROOF DRAIN PIPINGKEY NOTESTEMPORARY WATTLEFINISHED CONTOURRDDCCONSTRUCTION SEQUENCE - PH11.OBTAIN AN APPROVED PLAN AND APPLICABLE PERMIT PRIOR TOCOMMENCING ANY LAND DISTURBING ACTIVITY. A COPY OF THE APPROVEDPLAN AND APPROVAL LETTER MUST BE ON FILE AT THE JOB SITE. NOTIFYEROSION CONTROL AUTHORITIES OF PROPOSED STARTING DATE OF LANDDISTURBING ACTIVITIES BY CALLING THE NCDEQ FAYETTEVILLE REGIONALOFFICE AT (910) 433-3300.2.CONDUCT PRE-CONSTRUCTION CONFERENCE AND INVITE NCDEQ LANDQUALITY SECTION, FAYETTEVILLE REGIONAL OFFICE, BY CALLING (910)433-3300.3.INSTALL CONSTRUCTION ENTRANCE, PERIMETER SILT FENCE ANDREINFORCED SILT FENCE OUTLETS. REFER TO C4.1 FOR EROSION CONTROLMEASURES FOR ALTERNATES THAT ARE ACCEPTED.4.CLEAR/GRUB AND GRADE ONLY AS NECESSARY TO INSTALL EROSIONCONTROL MEASURES AND BASIN.5.CALL NCDEQ AND THE ENGINEER TO ARRANGE AN INSPECTION OFINSTALLED EROSION CONTROL DEVICES. (NOTE: DEMOLITION, GRADING,AND ANY OTHER CONSTRUCTION WORK SHALL NOT OCCUR UNTIL THEEROSION CONTROL FEATURES ARE INSTALLED AND APPROVED BY NCDEQINSPECTOR.)6.PROCEED WITH DEMOLITION, GRADING AND SITE WORK AS SHOWN ONPLANS.7.MAINTAIN ALL EROSION & SEDIMENT CONTROL MEASURES THROUGHOUTCONSTRUCTION. REMOVE AND STABILIZE CONSTRUCTION LAY DOWN, STAGING,DIRT & WASTE PILE AREAS. ALL APPLICABLE E&S CONTROL MEASURES ARE TOREMAIN UNTIL PERMANENT VEGETATION IS ESTABLISHED.8.ONCE THE SITE IS READY TO MOVE FORWARD WITH SITE PAVING, STABILIZE THESITE AND PROCEED TO PHASE 2 EROSION CONTROL.CHECK DAM3C6.74C6.62C6.61C6.74C6.77C6.65C6.61C6.6AC6.82C6.73C6.66C6.6OHPOHPOHPOHP15" RCPINV:330.5'INV:328.1'33215" RCPJ1J25C6.64C6.6ALT#3ALT#3TREE LINE(TYP.)TREE LINE(TYP.)TTP 1X2SSOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH
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DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
5410 Trinity Road, Suite 102 | Raleigh, NC 27607
TEL 919.866.4951 FAX 919.833.8124 www.timmons.com
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
NORTH CAROLINA LICENSE NO. C-1652
AS SHOWNS:\333\48772-Benhaven_Parking_Lot\DWG\Sheet\CD\48772-333-C5.0-EROS.dwg | Plotted on 12/14/2021 11:00 AM | by Garrett Frank
DO NOT USE FOR CONSTRUCTIONBENHAVEN PARKING LOT REPAVING
2815 OLIVIA ROAD, SANFORD, NC 2733248772 12-13-21GWFGWFFSN O
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N S K Y, I I I 12/13/21FOR REVIEW ONLYNAD 830SCALE 1"=30'60'30'INSET 'D' - SEE ABOVE (ALTERNATE #4B)INSET 'C' - SEELEFT (ALT #3)INSET 'C' - SEE RIGHT (ALTERNATE #3)MATCH LINEINSET 'D' - SEE BELOW (ALTERNATE #4B)MATCH LINEEROSION CONTROL PLAN PHASE 1 - SITE ALTERNATESC5.1
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WWS3C6.63C6.63C6.63C6.63C6.63C6.63C6.61C6.61C6.61C6.61C6.61C6.61C6.67C6.65'5'8'5C6.65C6.65C6.65C6.65C6.65C6.65C6.65C6.64C6.64C6.64C6.64C6.64C6.64C6.64C6.64C6.64C6.64C6.64C6.64C6.65C6.64C6.64C6.65C6.65C6.65C6.63C6.6SKIMMER BASIN'A' DRAINAGEAREA: 25,161-SFSKIMMER BASIN'B' DRAINAGEAREA: 72,307-SFTP TP2C6.6RR-B1DB 263 PG 22EX. TREELINEEX. SEPTICFIELD / GRASSAREAEX.HARDWOODTREESEX. GRASSAREAEX. PLAY-GROUND320321321322322 3233233243243243223243223203233213205C6.65C6.65C6.64C6.64C6.62C6.6RR-FLU4C6.6CONSTRUCTION SEQUENCE - PH21.MAINTAIN ALL EXISTING EROSION & SEDIMENT CONTROL MEASURES PREVIOUSLYCONSTRUCTED AND ASSOCIATED WITH PHASE I. ADJUST AS NEEDED.2.AS SITE IS PAVED AND BROUGHT UP TO FINAL GRADE, INSTALL THE REMAINDER OFTHE STORM DRAINAGE SYSTEM. INSTALL INLET AND OUTLET PROTECTION DEVICESAT NEW STRUCTURES AS THEY ARE CONSTRUCTED.3.INSTALL REMAINDER OF PAVING AND SITE FEATURES.4.RESPREAD TOPSOIL, INSTALL SLOPE PROTECTION BLANKETS ON ANY 3:1 SLOPESAND VEGETATE STEEP SLOPES AS THEY ARE ESTABLISHED AS SHOWN ON PLANS.5.VEGETATE ALL DISTURBED AREAS ACCORDING TO THE NPDES CHART.6.WHEN THE SITE IS STABILIZED, CONTACT NCDEQ AT (910) 433-3300 AND TIMMONSGROUP AT 919-866-4503 FOR AN INSPECTION.7.IF APPROVAL IS GRANTED BY NCDEQ AND TIMMONS GROUP, REMOVE TEMPORARYSILT FENCING AND OTHER TEMPORARY SEDIMENTATION AND EROSION CONTROLMEASURES.8.DEWATER SKIMMER BASINS BY PUMPING WATER THROUGH SILT BAG AS SHOWN ONPLANS.9.REMOVE SKIMMER BASINS AND ALL OTHER TEMPORARY EROSION CONTROLMEASURES.10.SEED AND RE-SEED ALL BARE AREAS WITH PERMANENT SEEDING.GENERAL NOTES1.THE CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL CODES INOBSERVING EROSION CONTROL MEASURES BOTH ON AND OFF SITE. ALLOFF-SITE SOIL BORROW AND WASTE SITES SHALL BE PROPERLYPERMITTED FOR SUCH ACTIVITIES.2.THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICESAFTER EACH RAINFALL EVENT OR AS DIRECTED BY LOCAL AUTHORITIESOR ARCHITECT.3.ALL OPEN STORM PIPES SHALL BE PROTECTED WITH STONE FILTERPROTECTION AFTER WORK STOPPAGE EACH DAY.4.ALL STORM DRAINAGE PIPES SHALL BE THOROUGHLY FLUSHED OF ALLSEDIMENT FOLLOWING SITE STABILIZATION. INTERIOR FLUSHING OFSYSTEM SHALL BE PERFORMED AS NEEDED TO MAINTAIN PROPERFUNCTIONING OF THE DRAINAGE SYSTEM.5.THE INDICATED STAGING AREA IS INTENDED FOR VEHICLES ANDNON-ERODIBLE MATERIALS ONLY. NO SOIL, SAND OR OTHER ERODIBLE,FINE GRAINED MATERIAL SHALL BE STORED OUTSIDE OF THE LIMITS OFTHE SITE PROTECTED BY SEDIMENT AND EROSION CONTROL DEVICES ANDMEASURES.6.SOIL AND OTHER MATERIALS SHALL ONLY BE TEMPORARILY STOCKPILEDWITHIN THE CONSTRUCTION LIMITS PROTECTED BY SEDIMENT ANDEROSION CONTROL DEVICES AND MEASURES.7.TREE PROTECTION INSPECTION SHALL BE COMPLETED PRIOR TOINSTALLING EROSION CONTROL DEVICES.8.ALL APPLICABLE E&S CONTROL MEASURES ARE TO BE PROPERLYMAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED.9.PERMANENT GROUNDCOVER SHALL BE PROVIDED FOR ALL DISTURBEDAREAS WITHIN 15 WORKING DAYS OR NO MORE THAN 90 CALENDAR DAYS(WHICHEVER IS SHORTER).10.PROVIDE 8-FT TALL CONSTRUCTION FENCING W/ SCREEN AROUND ALLWORK AREAS AT ALL TIMES DURING THE ENTIRE DURATION OFCONSTRUCTION. ANY PAVEMENT DAMAGED FROM TEMPORARY FENCINGSHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER.11.TOTAL DISTURBED AREA: 6.1 AC.TEMPORARY DIVERSION DITCHTEMPORARY CHANNEL LINING (EXCELSIOR)REINFORCED SILT FENCE OUTLETRIPRAP OUTLET PROTECTIONGRAVEL CONSTRUCTION ENTRANCESKIMMER BASINPROPOSED STORM SEWER PIPESTEMPORARY SILT & TREE PROTECTION FENCEYARD INLET PROTECTIONLIMITS OF CONSTRUCTIONSKIMMER BASIN DRAINAGE AREACONCRETE WASHOUT AREACOIR MESH BAFFLESEXISTING CONTOURDUST CONTROLPROPOSED ROOF DRAIN PIPINGKEY NOTESTEMPORARY WATTLEFINISHED CONTOUR3C6.74C6.62C6.61C6.74C6.77C6.65C6.61C6.6AC6.82C6.73C6.6RDDCCHECK DAM6C6.6JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
5410 Trinity Road, Suite 102 | Raleigh, NC 27607
TEL 919.866.4951 FAX 919.833.8124 www.timmons.com
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
NORTH CAROLINA LICENSE NO. C-1652
AS SHOWNS:\333\48772-Benhaven_Parking_Lot\DWG\Sheet\CD\48772-333-C5.0-EROS.dwg | Plotted on 12/14/2021 11:00 AM | by Garrett Frank
DO NOT USE FOR CONSTRUCTIONBENHAVEN PARKING LOT REPAVING
2815 OLIVIA ROAD, SANFORD, NC 2733248772 12-13-21GWFGWFFSN O
R
T H C A R O L I N AP R
O F E S S I O N A LE N G I N E E R 0 3 3 6 1 2N O
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N S K Y, I I I 12/13/21FOR REVIEW ONLYNAD 830SCALE 1"=30'60'30'INSET 'A' - SEE BELOWMATCH LINEINSET 'A' - SEE ABOVEEROSION CONTROL PLAN PHASE 2C5.2
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EX. 6" PVCSEPTICTANK N86°07'51"E 214.73' (TIE)JOHN C. COUGHLIN andwife BARBARA E. COUGHLINPIN: 9578-16-5198.000PID: 03958701 0592DB 3533 PG 202MB 2012 PG 565EX. 18"PINEEX. 8"DOGWOODEX. DOMESTIC SERVICE(2" COPPER)EX. 1 STORYBRICK SHEDEX. 1 STORY BRICKSCHOOL BUILDINGEX. CONCRETEEX. WATER METER(1.5 x 2.5)EX. FHAEX. COVERED AWNINGEX. 1-STORYBRICKSCHOOL BUILDINGOL
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/WHARNETT COUNTYPIN: 9578-15-9577.000PID: 039578 9000DB 3746 PG 0986(ALL DEEDS NOT LISTED)EX. STAIRSEX. STAIRSEX. 1" PVCBENHAVEN SCHOOL ROADNCSR 120360' PUBLIC R/W
EX. UTILITYPOLEw/ GUYWIRES (TYP.)EX. 18" RCPEX. SEPTICFIELD / GRASSAREAEX. WATER VALVE(1.5 x 2.5)EX. GRAVELEX. GRAVELEX.LAWNEX. LAWNEX. LAWNEX. LAWNEX. LAWNX X XXOHPMKFXXXXXOHPOHPOHPOHPTUFOUFOUFOEX. 31" PINE325325325325325325 325330330330
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1WWS3C6.63C6.63C6.63C6.63C6.63C6.63C6.61C6.61C6.61C6.61C6.61C6.61C6.67C6.65'5'8'5C6.65C6.65C6.65C6.65C6.65C6.64C6.64C6.65C6.64C6.64C6.64C6.64C6.6ALT#3ALT#3ALT#3ALT#4BALT#4AALT#4AALT#4AALT#3ALT#3ALT#3ALT#3ALT#4BIF ALTERNATE #4B ISACCEPTED, WRAP SILT/TREEPROTECTION FENCINGAROUND ALT #4B WORK AREAIF ALTERNATE #4A ISACCEPTED, WRAPSILT/TREE FENCE ANDOUTLETS AROUND ALT#4A WORK AREAIF ALTERNATE #3 ISACCEPTED, WRAP SILTFENCE AROUND ALT#3WORK AREA5C6.6ALT#2ALT#25C6.6ALT#26C6.6ALT#35C6.65C6.65C6.65C6.65C6.65C6.65C6.65C6.64C6.64C6.64C6.64C6.64C6.64C6.64C6.64C6.64C6.64C6.64C6.64C6.65C6.64C6.64C6.65C6.65C6.65C6.63C6.6SKIMMER BASIN'A' DRAINAGEAREA: 25,161-SFSKIMMER BASIN'B' DRAINAGEAREA: 72,307-SF1C6.6ALT#23C6.6ALT#2ALT#11C6.6TP TPTP TPTPTPTPTPTP TP TPTPIF ALTERNATE #3 ISACCEPTED, RELOCATESILT/TREE FENCE AROUNDALT #3 WORK AREA5C6.6ALT#32C6.6ALT#2RR-G12C6.6ALT#2RR-G12C6.6RR-B1CONSTRUCTION SEQUENCE - PH21.MAINTAIN ALL EXISTING EROSION & SEDIMENT CONTROL MEASURES PREVIOUSLYCONSTRUCTED AND ASSOCIATED WITH PHASE I. ADJUST AS NEEDED.2.AS SITE IS PAVED AND BROUGHT UP TO FINAL GRADE, INSTALL THE REMAINDER OFTHE STORM DRAINAGE SYSTEM. INSTALL INLET AND OUTLET PROTECTION DEVICESAT NEW STRUCTURES AS THEY ARE CONSTRUCTED.3.INSTALL REMAINDER OF PAVING AND SITE FEATURES.4.RESPREAD TOPSOIL, INSTALL SLOPE PROTECTION BLANKETS ON ANY 3:1 SLOPESAND VEGETATE STEEP SLOPES AS THEY ARE ESTABLISHED AS SHOWN ON PLANS.5.VEGETATE ALL DISTURBED AREAS ACCORDING TO THE NPDES CHART.6.WHEN THE SITE IS STABILIZED, CONTACT NCDEQ AT (910) 433-3300 AND TIMMONSGROUP AT 919-866-4503 FOR AN INSPECTION.7.IF APPROVAL IS GRANTED BY NCDEQ AND TIMMONS GROUP, REMOVE TEMPORARYSILT FENCING AND OTHER TEMPORARY SEDIMENTATION AND EROSION CONTROLMEASURES.8.DEWATER SKIMMER BASINS BY PUMPING WATER THROUGH SILT BAG AS SHOWN ONPLANS.9.REMOVE SKIMMER BASINS AND ALL OTHER TEMPORARY EROSION CONTROLMEASURES.10.SEED AND RE-SEED ALL BARE AREAS WITH PERMANENT SEEDING.GENERAL NOTES1.THE CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL CODES INOBSERVING EROSION CONTROL MEASURES BOTH ON AND OFF SITE. ALLOFF-SITE SOIL BORROW AND WASTE SITES SHALL BE PROPERLYPERMITTED FOR SUCH ACTIVITIES.2.THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICESAFTER EACH RAINFALL EVENT OR AS DIRECTED BY LOCAL AUTHORITIESOR ARCHITECT.3.ALL OPEN STORM PIPES SHALL BE PROTECTED WITH STONE FILTERPROTECTION AFTER WORK STOPPAGE EACH DAY.4.ALL STORM DRAINAGE PIPES SHALL BE THOROUGHLY FLUSHED OF ALLSEDIMENT FOLLOWING SITE STABILIZATION. INTERIOR FLUSHING OFSYSTEM SHALL BE PERFORMED AS NEEDED TO MAINTAIN PROPERFUNCTIONING OF THE DRAINAGE SYSTEM.5.THE INDICATED STAGING AREA IS INTENDED FOR VEHICLES ANDNON-ERODIBLE MATERIALS ONLY. NO SOIL, SAND OR OTHER ERODIBLE,FINE GRAINED MATERIAL SHALL BE STORED OUTSIDE OF THE LIMITS OFTHE SITE PROTECTED BY SEDIMENT AND EROSION CONTROL DEVICES ANDMEASURES.6.SOIL AND OTHER MATERIALS SHALL ONLY BE TEMPORARILY STOCKPILEDWITHIN THE CONSTRUCTION LIMITS PROTECTED BY SEDIMENT ANDEROSION CONTROL DEVICES AND MEASURES.7.TREE PROTECTION INSPECTION SHALL BE COMPLETED PRIOR TOINSTALLING EROSION CONTROL DEVICES.8.ALL APPLICABLE E&S CONTROL MEASURES ARE TO BE PROPERLYMAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED.9.PERMANENT GROUNDCOVER SHALL BE PROVIDED FOR ALL DISTURBEDAREAS WITHIN 15 WORKING DAYS OR NO MORE THAN 90 CALENDAR DAYS(WHICHEVER IS SHORTER).10.PROVIDE 8-FT TALL CONSTRUCTION FENCING W/ SCREEN AROUND ALLWORK AREAS AT ALL TIMES DURING THE ENTIRE DURATION OFCONSTRUCTION. ANY PAVEMENT DAMAGED FROM TEMPORARY FENCINGSHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER.11.TOTAL DISTURBED AREA: 6.1 AC.TEMPORARY DIVERSION DITCHTEMPORARY CHANNEL LINING (EXCELSIOR)REINFORCED SILT FENCE OUTLETRIPRAP OUTLET PROTECTIONGRAVEL CONSTRUCTION ENTRANCESKIMMER BASINPROPOSED STORM SEWER PIPESTEMPORARY SILT & TREE PROTECTION FENCEYARD INLET PROTECTIONLIMITS OF CONSTRUCTIONSKIMMER BASIN DRAINAGE AREACONCRETE WASHOUT AREACOIR MESH BAFFLESEXISTING CONTOURDUST CONTROLPROPOSED ROOF DRAIN PIPINGKEY NOTESTEMPORARY WATTLEFINISHED CONTOUR3C6.74C6.62C6.61C6.74C6.77C6.65C6.61C6.6AC6.82C6.73C6.6RDDCCHECK DAM6C6.6XXXXXXXXOHPOHPOHPOHP15" RCPINV:330.5'INV:328.1'33215" RCPJ1J25C6.64C6.6ALT#3ALT#32C6.6ALT#2RR-J1JOB NO.SHEET NO.SCALEDESIGNED BYCHECKED BYDATE
DRAWN BYDATEREVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.
5410 Trinity Road, Suite 102 | Raleigh, NC 27607
TEL 919.866.4951 FAX 919.833.8124 www.timmons.com
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
NORTH CAROLINA LICENSE NO. C-1652
AS SHOWNS:\333\48772-Benhaven_Parking_Lot\DWG\Sheet\CD\48772-333-C5.0-EROS.dwg | Plotted on 12/14/2021 11:01 AM | by Garrett Frank
DO NOT USE FOR CONSTRUCTIONBENHAVEN PARKING LOT REPAVING
2815 OLIVIA ROAD, SANFORD, NC 2733248772 12-13-21GWFGWFFSN O
R
T H C A R O L I N AP R
O F E S S I O N A LE N G I N E E R 0 3 3 6 1 2N O
R
T H C A R O L I N AP R
O F E S S I O N A LE N G I N E E R
N O
R
T H C A R O L I N AP R
O F E S S I O N A LE N G I N E E R
N O
R
T H C A R O L I N AP R
O F E S S I O N A LE N G I N E E R S E A LN O
R
T H C A R O L I N AP R
O F E S S I O N A LE N G I N E E R
N O
R
T H C A R O L I N AP R
O F E S S I O N A LE N G I N E E R
N O
R
T H C A R O L I N AP R
O F E S S I O N A LE N G I N E E RF R A N C I S S L I
N S K Y, I I I 12/13/21FOR REVIEW ONLYNAD 830SCALE 1"=30'60'30'INSET 'D' - SEE ABOVE (ALTERNATE #4B)INSET 'C' - SEELEFT (ALT #3)INSET 'C' - SEE RIGHT (ALTERNATE #3)MATCH LINEINSET 'D' - SEE BELOW (ALTERNATE #4B)MATCH LINEEROSION CONTROL PLAN PHASE 2 - SITE ALTERNATESC5.3
ACCESSIBLE CURB RAMPS1
SECTION C-C
SECTION A-A
C
B B
C
DETECTABLE WARNING DOMES
RAMP WIDTH AREA
IS VARIABLE
2'-0" LENGTH2"0.9"0.4"2.35"0.20"
DIRECTIONAL RAMP TERMINAL RAMP
A A
C
C
24"24"5'-0"
6" CURB
30"24"4'-0"
6'-0" RAMP (1:12 MAX.)
NOTES:
1.NO SLOPE ON THE SIDEWALK ACCESS RAMP SHALL EXCEED 1"/1' (1:12) IN RELATIONSHIP TO THE GRADE OF THE
STREET. WHERE SIDEWALK INTERSECTS RAMP PERPEDICULAR, SIDE FLARES SHALL BE LESS THAN 10% SLOPE.
2.IN NO CASE SHALL THE WIDTH OF THE ACCESS RAMP BE LESS THAN 48" (4'-0")
3.DETECTABLE WARNING DOMES SHALL COVER 2'-0" LENGTH AND FULL WIDTH OF THE RAMP FLOOR AS SHOWN.
4.FLARES MAY BE SLOPED GREATER THAN 10% WHEN A SIDEWALK IS NOT INTERSECTING PERPENDICULAR WITH
RAMP
CURB &
GUTTER
SECTION B-B
30"24"4'-0"
6'-0" RAMP (1:12 MAX.)
VARIES
1/4" PER FT
PARALLEL RAMP
D
D RAMPRAMP2%
SECTION D-D
6'-0" RAMP (1:12 MAX.)6'-0" RAMP (1:12 MAX.)5'-0" LANDING (MIN)
DETECTABLE
WARNING
DOMES
CURB &
GUTTER
SIDE FLARE
10% SLOPE OR
LESS WHEN
SIDEWALK
INTERSECTION
PERPENDICULAR
DETECTABLE
WARNING
DOMES
SIDE
FLARE
TRANSITION
LANDING (1/4"
PER FT
SLOPE)
10% SLOPE CURB
TRANSITION
6:1 RAMPED SIDEWALK
DETECTABLE
WARNING DOMES
RAMP SIDE FLARE
PRECAST CLASS "B"
CONCRETE PAVERS
DETECTABLE WARNING
DOMES
DETECTABLE WARNING
DOMES
0.45"R
0.02"R
NCDOT CABC STONE
STANDARD
DUTY ASPHALT
1.5"
8"
2
NOTES:
1.THE CONTRACTOR MAY CHOOSE TO INSTALL INTERMEDIATE COURSES OF PAVEMENT
TO STABILIZE THE SITE DURING CONSTRUCTION AT NO ADDITIONAL COST. THE
CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE ADEQUATE THICKNESS
REQUIRED FOR INTERMEDIATE PAVING. INCREASES IN THE DESIGN PAVEMENT
SECTION TO FACILITATE INTERMEDIATE PAVING SHALL BE PROVIDED AT NO
ADDITIONAL COST.
2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING PAVEMENT DURING ALL
PHASES OF WORK. THE FINAL SURFACE OF PAVEMENT SHALL BE FREE OF ALL DEFECTS
OR DAMAGE.
3.CONTRACTOR IS RESPONSIBLE FOR THEIR OWN QC TESTING, PROOF ROLL, AND
REQUIREMENTS NOTED IN SPECIFICATIONS.
4.OWNER WILL ACQUIRE 3RD PARTY QC TESTING SERVICES FOR SOILS AND PAVEMENTS.
5.REFER TO SPECIFICATION SECTION 32 12 16 & 31 10 00 FOR ADDITIONAL INFORMATION.
COMPACTION NOTES:
SUBGRADE AND ABC STONE
1.COMPACT TO MAXIMUM DRY DENSITY PER ASTM D698
STANDARD PROCTOR AND WITHIN 3% MAXIMUM MOISTURE
CONTENT.
2.COMPACT SUBGRADE SOIL TO 95%
3.COMPACT ABC STONE TO 100%.
4.REFER TO SPECIFICATION SECTION 31 10 00 FOR ADDITIONAL
INFORMATION.
ASPHALT
1.COMPACT ASPHALT TO 92% MAXIMUM SPECIFIC GRAVITY.
PRIME COAT ON
STONE
(ASPHALT AREAS
ONLY)
TACK COAT
BETWEEN
LIFTS CLASSIFICATION
PATTERN
KEYNOTE C6.0
SURFACE COURSE
TYPE S-9.5B (2018)1.5"
GEOGRID (IF NECESSARY)
COMPACTED SUBGRADE
ASPHALT PAVEMENT2 N.T.S.
SEE SITE PLAN
SEE SITE PLAN
6"4"4"1/4" PER FT CROSS SLOPE
1/4" WIDE x 1" DEEP
GROOVED JOINT
W/ 1/8" RADII
1/2" WIDE FULL- DEPTH
JOINT W/ 1/8" RADII
JOINT FILLER TO
1/4" FROM
SIDEWALK
SURFACE
TYPICAL CONTROL JOINT
NTS
TYPICAL EXPANSION JOINT
NTS
EX. ASPHALT PAVEMENT
RIGID OBJECT
EXPANSION JOIINT
PROVIDE THICKED EDGE
ADJACENT TO ASPHALT
PAVEMENT
TYPICAL SECTION
NTS
TYPICAL MONOLITHIC SIDEWALK EDGE ABUTTING ASPHALT
NTS
GENERAL NOTES:
1.PROVIDE GROOVE CONTROL JOINT 1-IN DEEP WITH 1/8-IN RADII IN SIDEWALK AT 5'
INTERVALS UNLESS INDICATED OTHERWISE.
2.PROVIDE 1/2-IN EXPANSION JOINT AT 50' INTERVALS.
3.PROVIDE 1/2-IN EXPANSION JOINT WHERE THE SIDEWALK ABUTS ANY RIGID
STRUCTURE.
4.SEE SPECIFICATIONS FOR ADDITIONAL JOINT SPACING REQUIREMENTS.
5.ALL CONCRETE SHALL BE 3,000 P.S.I. WITH BROOM FINISH.
6.ALL SIDEWALKS SHALL HAVE 2% OR LESS CROSS SLOPE.
7.ALL SIDEWALKS SHALL HAVE 5% OR LESS LONGITUDINAL SLOPE.
COMPACTED SUBGRADE
COMPACTED SUBGRADE
WHEEL STOP
6"6"
2'-6"
1/4" PER FT CROSS SLOPE
(SEE GRADING PLAN)
1/4" PER FT CROSS
SLOPE
(SEE GRADING PLAN)4"4-IN STONE ABC SUBGRADE
#4 REBAR
4-IN STONE ABC SUBGRADE
CONCRETE SIDEWALK4 N.T.S.
TYPICAL CONSTRUCTION JOINTCONC SLAB THICKNESS = 7"
CABC THICKNESS = 6"
REINFORCEMENT = 6x6 - W2.9xW2.9
N.T.S.6" STEEL BOLLARD w/ HDPE SLEEVE7
TYPICAL THICKENED EDGE
12"6"13"MIN6"
CONCRETE PAVEMENT DIMENSIONS
1/4"
2"7"7"6"TYPICAL CONTROL JOINT
1/4"
JOINT
2"3.5"TYPICAL EXPANSION
JOINT
1/2"
JOINT
FULL
DEPTH
7"
DOWEL RODS = 18" #5 SMOOTH BARS
GREASED BOTH SIDES
NOTES:
1.ALL CONCRETE PAVEMENT SHALL HAVE A 28-DAY
COMPRESSIVE STRENGTH OF 4,000 PSI MIN. (ASTM C39).
2.CONTROL JOINTS SHALL BE SPACED AT 10' O.C.E.W.
MAX. OR AS INDICATED ON THE PLAN.
3.EXPANSION JOINTS SHALL BE SPACED AT 30' O.C.E.W.
MAX. OR AS INDICATED ON THE PLAN AND WHERE
CONCRETE PAVEMENT ABUTS ANY RIGID OBJECT.
4.INSTALL THICKENED EDGES ALONG ALL EDGES / SIDES
OF CONCRETE PAVEMENT.
5.O.C.E.W. REFERS TO "ON CENTER EACH WAY".
CONCRETE PAVEMENT SLAB
ABC AGGREGATE BASE
COMPACTED SUBGRADE
1/4" WIDE x 2" DEEP
JOINT W/ 1/8" RADII
DOWEL ROD: 18" #5 SMOOTH BAR
18" O.C. GREASED BOTH SIDES.
1/4" WIDE x 2" DEEP
JOINT W/ 1/8" RADII.
SEAL WITH
PAVEMENT CAULK TO
1/8" BELOW
PAVEMENT ELEV
INSERT FABRIC JOINT
FILLER FULL DEPTH
8 N.T.S.24" CONCRETE CURB AND GUTTER
6"
18"
CONTRACTION JOINT (PLAN)
6"
4" MIN
18"
6" CURB REVEAL
24"
18"
1"
6" TOP OF CURB
CONTRACTION JOINT (PROFILE)
1/2"
JOINT
FULL
DEPTH
1/2"
JOINT
FULL
DEPTH
NOTES:
1.LOCATE CONTRACTION
JOINTS 10' MAXIMUM
APART IN CURB &
GUTTER
2.INSERT FIBERBOARD
STRIPS INTO EACH
CONTRACTION JOINT AND
TOP WITH CAULK
3.PROVIDE 18" RADIUS ON
EACH SIDES OF JOINT.
4.REFER TO SPECIFICATION
SECTION 32 13 13 FOR
ADDITIONAL
INFORMATION.
GUTTER PAN
CURB
12" BELOW GRADE
CURB & GUTTER (SECTION)
CAULK 3/8" DEPTH
RECESSED 1/8" BELOW
TOP OF PAVEMENT
GUTTER FLOWLINE
INSERT FABRIC JOINT
FILLER & CAULK
GUTTER FLOWLINE
JOINT FILLER
& CAULK
FINISH GRADE
(REFER TO PLAN)
INSTALL 4" MIN.
DEPTH OF ABC
STONE UNDER
CURB
CONCRETE TO BE
4,000 PSI MIN.
TOP OF
ASPHALT
R=1"
INSERT FABRIC JOINT
FILLER TO 1" PAST BOTTOM
OF CURB (7" TOTAL)
9 N.T.S.NCDOT 30" CONCRETE CURB AND GUTTER
NOTE:
COATED GROUND SLEEVE: FABRICATED FROM
16 GAGE GALVANIZED STEEL, WITH A STEEL
BASE PLATE WHOSE DIAMETER IS 4" LARGER
THAN THE SLEEVE BASE. A SETTING PLATE 6"
SQUARE SHALL BE SECURELY WELDED TO THE
GROUND SPIKE AT LEAST 9" BELOW THE BASE
PLATE. THE GROUND SPIKE SHALL BE 3/4"
DIAMETER, AND NOT LESS THAN 18" LONG.
8'-0"
2"
3"
30'-0"
ALUMINUM BALL
REVOLVING TRUCK
CONCRETE
FOUNDATION
(3) #3 TIES IN TOP 5",
BALANCE @ 12" ON
CENTER
6 #6 VERTICALS
3/16" STEEL SETTING
PLATE, 6"x6" MIN 9"
BELOW BASE PLATE
2'-0"3/4" DIA. GROUNDING
SPIKE
SEAMLESS TAPERED ONE
PIECE CLEAR ANODIZED
ALUMINUM FLAGPOLE WITH
PULL STRING INSIDE POLE.
MULTIPLE INTERNAL HALYARD
CLEAT WITH LOCKABLE COVER
COLLAR, COLOR TO MATCH
TYPE AND COLOR OF POLE
CAULK /
SEALANT
COATED GROUND SLEEVE, SIZE AND
DEPTH PER MANUFACTURER'S
RECOMMENDATIONS
CENTERING WEDGES
GROUT OR DRY SAND. VERIFY WITH
POLE MANUFACTURER
1/2"x12"x 12" MIN. WELDED
STEEL BASE PLATE
FINISHED GRADE
FLAG POLE N.T.S.53
MILL &
OVERLAY
-
EXISTING
3
C6.0
1.5"4"24"
YELLOW HDPE BOLLARD
POST SLEEVE OVER 6"
SCH-40 STEEL PIPE
PAINTED WITH PRIMER &
FILLED WITH CONCRETE.1/2" EXPANSION JOINT
W/ JOINT FILLER &
CAULKPAVING
BOTH SIDES
COMPACTED
SUBGRADE
ANCHOR PIPE IN
CONC. FOOTING
(3,000 PSI)4'-6"3'-0"DOUBLE RED STRIPE
INLAYED INTO HDPE
POST SLEEVE
N.T.S.HEAVY DUTY CONCRETE PAVEMENT6
SURFACE COURSE
TYPE S-9.5B (2018)
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL 919.866.4951 FAX 919.833.8124 www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-1652AS SHOWN
S:\333\48772-Benhaven_Parking_Lot\DWG\Sheet\CD\48772-333-C6.0-NTDT.dwg | Plotted on 12/14/2021 11:01 AM | by Garrett FrankDO NOT USE FOR CONSTRUCTION
BENHAVEN PARKING LOT REPAVING2815 OLIVIA ROAD, SANFORD, NC 2733248772
12-13-21
GWF
GWF
FSN O R T H C A R O L I N AP R O F E S S I O N A
LE N G I N E E R
0 3 3 6 1 2N O R T H C A R O L I N AP R O F E S S I O N A
LE N G I N E E RN O R T H C A R O L I N AP R O F E S S I O N A
LE N G I N E E RN O R T H C A R O L I N AP R O F E S S I O N A
LE N G I N E E R
S E A LN O R T H C A R O L I N AP R O F E S S I O N A
LE N G I N E E RN O R T H C A R O L I N AP R O F E S S I O N A
LE N G I N E E RN O R T H C A R O L I N AP R O F E S S I O N A
LE N G I N E E RF R A N C I S S L I N S K Y, I I I12/13/21
FOR REVIEW ONLY
SITE DETAILSC6.0
FABRIC WIDTH6"
10'-0" MAXIMUM
6"
10'-0" MAX.10'-0" MAX.10'-0"1'-0"
NO SCALE
NO SCALE
NO SCALE
STEEL POST SCHEDULE
USE AND SECTION
CORNER, END & PULL POSTS
TUBULAR - ROUND
C-SECTION (ROLL-FORMED)
LINE POSTS
TUBULAR - ROUND
H-SECTION
C-SECTION (ROLL-FORMED)
TOP, BOTTOM & BRACE RAILS
TUBULAR - ROUND
H-SECTION
C-SECTION (ROLL-FORMED)
2.875" O.D.
3.50" X 3.50"
1.66" O.D.
1.625" X 1.50"
1.625" X 1.25"
1"
1"
4"
24"
12:1 SLOPE
24"
4"
12:1 SLOPE CENTERLINEOF FENCEMOW STRIP CROSS SECTION
MOW STRIP AT FENCE POST
TOP OR BRACE RAIL ATTACHMENT
NOTE:
PROVIDE BRACE PANEL WHENEVER
STRAIGHT RUNS EXCEED 500 FEET.
10'-0" MAXIMUM
LINE POSTS TO BE EQUALLY SPACED
TENSION WIRE
TIE WIRES OR HOG
RINGS (TYP.)
BOTTOM OF
FABRIC
2.375" O.D.
2.25" X 1.70"
2.25" X 1.70"
BRACE PANEL DETAIL
GROUNDING DETAIL
ROUND POSTH-BEAM
LINE POST ATTACHMENTS
TENSION BAND DETAIL
BRACE RAIL CLAMP DETAILS
H-BEAM
END OR GATE POST DETAIL
ROUND POST
CHAIN-LINK SECURITY FENCE DETAIL
ADD ADDITIONAL CROSS BARS,
DIAGONAL BARS, AND SUPPORTS
AS NECESSARY FOR STRUCTURAL
SUPPORT
PROVIDE SHOP DRAWINGS FOR
REVIEW
END & CORNER
POST CAP
BLACK VINYL CHAINLINK FENCE1 N.T.S.
NOTES:1.INSTALL 4" THICK BY 24" WIDESTRIP OF CONCRETE MOW STRIPUNDER ALL (NEW) FENCING.2.PROVIDE 1.5" CONSTRUCTIONJOINTS AT GATE POSTS AND 5'BETWEEN POSTS.
6'-0" GROUND TO
TOP OF FABRIC
BLACK VINYL COATED
CHAIN-LINK FABRIC (9
GAGE, 2" MESH)
TIE WIRES OR
CLIPS. (TYP.)
CROWNED
CONCRETE
MOW STRIP
TOP OF FOOTING
SAME SLOPE AS
MOW STRIP
BRACE RAILS
LINE POST
BRACE RAILS
24" WIDE CONCRETE
MOW STRIP UNDER
ALL FENCING
TENSION
WIRE
TENSION BAR TO
ENGAGE EACH
FABRIC LINK
FENCE
POST
#8 AWG SOLID
COPPER WIRE
MOLDED EXOTHERMIC WELD
OR APPROVED CLAMP-TYPE
FITTING OF COPPER
3/4" DIA.
COPPER-CLAD
STEEL GROUND
ROD
FABRIC
BARBED WIRE OR
TENSION WIRE
9-GAGE STEEL
TIE WIRE (15"
O.C. MAX. AND
WITHIN 4" FROM
TOP AND
BOTTOM OF
FABRIC)
9-GAGE STEEL TIE
WIRE (15" O.C. MAX.
AND WITHIN 4"
FROM TOP AND
BOTTOM OF FABRIC)
TRUSS ROD (3/8"
MIN. DIA.)
TENSION
BAND
9-GAGE STEEL
TIE WIRES (2'-0"
O.C. MAX.)
FABRIC
LINE POST
TOP RAIL
BRACE RAIL ON
LAST PANELS AT
EACH CORNER
POST
TRUSS ROD (3/8"
MIN. DIA.)
CORNER, END, OR
PULL POST
CONCRETE
BASE
GRADE
LINE POST
1 1/2" MIN 2
1/2" MAX
TENSION BAND (15"
O.C. MAX. AND
WITHIN 4" FROM
TOP AND BOTTOM
OF FABRIC)
TENSION
BAR
CARRIAGE
BOLT
LINE POST
TRUSS ROD
PULL POST
TRUSS ROD
TENSION WIRE
TOP RAIL
16" MIN. DIA.
CORNER POST
4'-0" MIN.CORNER POST3'-4" MIN.LINE POST4"10" MIN. DIA.
LINE POST
24" WIDE CONCRETE
MOW STRIP UNDER
ALL FENCING
EXTEND MOW STRIP
ACROSS TOP OF
FOOTINGS (TYP.)
INSTALL GROUNDING ROD AT
EACH FENCE CORNER POST AND
GATE POSTS OR EVERY 500 FT
ALONG FENCE WHICHEVER
DISTANCE IS GREATER
5"2-7/16"
8-3/4"
SECTION
GROUT
PRECAST CONCRETE WHEEL STOP
PAVING
3/4" X 10" GALVANIZED
STEEL ANCHOR RODS
8 1/2"
8 1/2"
6'-0"
ISOMETRIC
WHEEL STOP POSITION WITHIN PARKING STALL
PARKING SPACE
2' MIN
18' SPACE
END OF SPACE /
FACE OF CURB
SIGN WITH
CONCRETE
BOLLARD
(REFER TO
PLAN FOR
LOCATION)
6' PRE-CAST CONCRETE
WHEEL STOP
(CENTERED WITHIN
STALL)
PAINT STRIPING
SEE PLANS
FOR WIDTH
N.T.S.3 PRE-CAST CONCRETE WHEELSTOP
MINIMUM OUTSIDE
DIMENSIONS (NOMINAL)
NOTES:
1.DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE NOT
INTENDED TO LIMIT OTHER TYPES OF FENCE SECTIONS AND METHODS
OF INSTALLATION THAT COMPLY WITH THE SPECIFICATIONS.
2.WIRE TIES, RAILS, POSTS, AND BRACES SHALL BE CONSTRUCTED ON
THE SECURE SIDE OF THE FENCE ALIGNMENT. CHAIN-LINK FABRIC
SHALL BE PLACED ON THE SIDE OPPOSITE THE SECURE AREA.
3.C-SECTION POSTS SHALL BE INSTALLED SO THAT THE VOID INSIDE
THE POST IS COMPLETELY FILLED WITH CONCRETE UP TO THE TOP OF
THE FOUNDATION.
4. POWDER COAT ALL FENCING MATERIALS AND FITTINGS
"BLACK" IN COLOR. FENCE FABRIC SHALL BE VINYL COATED
"BLACK" IN COLOR.
N.T.S.2 BRICK PAVING
CONCRETE UNIT PAVERS,
REFER TO NOTES FOR
SIZES, PATTERNS,
COLORS, ETC.
BUTT PAVERS
TOGETHER, SAND
SWEEP JOINTS
1" SAND SETTING BED
ABC STONE BED
(COMPACTED)
FILTER FABRIC
COMPACTED SUBGRADE
BLACK ABS PLASTIC
EDGE RESTRAINT,
INSTALL PER
MANUFACTURER'S
RECOMMENDATION; USE
WHEN BRICKS ARE
ADJACENT TO
TURF/LANDSCAPE (TYP.)
PLANT BED / TURF
FINISHED GRADE
SECTION
6"
PLAN / PAVERS
1.HERRINGBONE PAVERS: HANOVER TRADITIONAL PREST BRICK, TUDOR FINISH, 4X8 (OR
APPROVED EQUAL)
2.SOLDIER PAVERS: HANOVER TRADITIONAL PREST BRICK, TUDOR FINISH, 4X8 (OR APPROVED
EQUAL)
3.PROVIDE SHOP DRAWING AND COORDINATE FINAL COLOR WITH OWNER
4.HEADER COURSE TO BORDER ENTIRE FIELD OF 4X8 HERRINGBONE PAVING PATTERN.
HEADER COARSE COLOR: COORDINATE WITH OWNER.
5.INSTALL ABS PLASTIC EDGE RESTRAINT ONLY WHEN EDGE OF PAVERS ARE ADJACENT TO
TURF OR PLANT BEDS.
4x8 HERRINGBONE
PATTERN
4x8 HEADER COURSE
CUT PAVERS
AS NEEDED
BUTT PAVERS TOGETHER,
SAND SWEEP JOINTS
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL 919.866.4951 FAX 919.833.8124 www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-1652AS SHOWN
S:\333\48772-Benhaven_Parking_Lot\DWG\Sheet\CD\48772-333-C6.0-NTDT.dwg | Plotted on 12/14/2021 11:01 AM | by Garrett FrankDO NOT USE FOR CONSTRUCTION
BENHAVEN PARKING LOT REPAVING2815 OLIVIA ROAD, SANFORD, NC 2733248772
12-13-21
GWF
GWF
FSN O R T H C A R O L I N AP R O F E S S I O N A
LE N G I N E E R
0 3 3 6 1 2N O R T H C A R O L I N AP R O F E S S I O N A
LE N G I N E E RN O R T H C A R O L I N AP R O F E S S I O N A
LE N G I N E E RN O R T H C A R O L I N AP R O F E S S I O N A
LE N G I N E E R
S E A LN O R T H C A R O L I N AP R O F E S S I O N A
LE N G I N E E RN O R T H C A R O L I N AP R O F E S S I O N A
LE N G I N E E RN O R T H C A R O L I N AP R O F E S S I O N A
LE N G I N E E RF R A N C I S S L I N S K Y, I I I12/13/21
FOR REVIEW ONLY
SITE DETAILSC6.1
REFER TO PLANSREFER TO PLANS
3"2 1/4"2 1/4"
BLACK PVC COATED CHAIN LINK GATES
ADD ADDITIONAL CROSS
BARS, DIAGONAL BARS,
AND SUPPORTS AS
NECESSARY FOR
STRUCTURAL SUPPORT
PROVIDE SHOP
DRAWINGS FOR
REVIEW
TOP POST
ALL JOINTS WELDED TO
MAKE A SOLID FRAME
FLAT TYPE POST CAP TYP
GATE DROP BAR SEATS AND ANCHOR BLOCK ENLARGEMENTS
6' (UNLESS
NOTED
OTHERWISE
ON PLAN
1'
2"
ELEVATION - (4) BAYS SHOWN
1 1/2" MIN
2 1/2" MAX
5'-0"
TO TOP
KNOX BOX SERIES
3200 ON GATE
POST WHERE
SHOWN ON PLANS
CHAIN LINK FABRIC
TRUSS
ROD
40" MIN DEPTH
CONCRETE FOOTING 3000 PSI
32" WIDTH
LINE POST
BOTTOM POST
GATE FRAME
GATE POST
TRUSS
ROD
PROVIDE KNOX BOX
WHERE SHOWN ON PLANS
GALVANIZED STEEL CANE
BOLT SLEEVE EMBEDDED
IN CONCRETE.
EMBED SLEEVES OFFSET
TO ALLOW GATE TO
CLOSE PROPERLY.
NOTES:
1.ALL FASTENERS OF GATE LATCH AND DROP BAR ASSEMBLIES
SHALL BE TACK WELDED AND TAMPER PROOF.
2.ALL DROP BARS, BRACKETS AND FASTENERS SHALL BE POWDER
COATED COLOR BLACK.
TACK WELD
(TAMPER PROOF)
1
4" STEEL DROP ROD
HOLDER POWDER
COATED BLACK
1
4" STEEL LATCH
RECEIVER POWDER
COATED BLACK
1" SOLID STEEL
CANE BOLT DROP
ROD HOLDER
POWDER
COATED BLACK
(2) 14" STEEL DROP
ROD BRACKET
POWDER
COATED BLACK
CONCRETE
BASE
12"24"
12"
12"12"
24"
24"
12"
4"
24"
12"
4"
CONCRETE BASE
5A
WASHED
#57 STONE
1-1
2" GALVANIZED STEEL
EMBED SLEEVES OFFSET
TO ALLOW GATE POSTS
TO LINE UP AND CLOSE
PROPERLY
CONCRETE BASE WITH
SINGLE DROP BAR
SLEEVE FOR OPEN
GATE POSITION
CONCRETE BASE WITH DOUBLE
DROP BAR SLEEVES FOR OPEN
GATE POSITION
EMBED
SLEEVES
EMBED
SLEEVE
2.5"
2.75"
1" CROWN
ON TOP OF
EACH
CONCRETE
BASE
4"
O
U
T
S
I
D
E
O
F
F
E
N
C
E
IN
S
I
D
E
O
F
F
E
N
C
E
4" PERFORATED SCH 40 PVC
4" SOLID WALL SCH 40 PVC
TIE TO STORM SEWER
WRAP #57 STONE WITH
GEOTEXTILE FILTER FABRIC
BLACK PVC COATED FENCE GATE DROP ROD ASSEMBLY
4" PERFORATED
SCH 40 PVC
4" SOLID WALL SCH 40 PVC
TIE TO STORM SEWER
1" CROWN ON
TOP OF EACH
CONCRETE BASE
WRAP #57 STONE WITH
GEOTEXTILE FILTER
FABRIC
WASHED
#57
STONE
CONCRETE BASE
5B
ISOMETRIC VIEW
5A
N.T.S.
N.T.S.
3
2
FULCRUM LATCH W/ STRIKE STRAP
REFERENCE DETAIL 2
ABOVE FOR SPECIFIED
CONCRETE BASE
BLACK PVC COATED CANTILEVER MANUAL SLIDING GATE N.T.S.1
SHADE STRUCTURE (OR APPROVED EQUAL)N.T.S.4
NOTES:
1.SPECIFICATIONS SHOWN CAN BE CHANGED BY THE MANUFACTURER ONLY. ADDITIONAL
BRACING OR FOOTING DEPTH OR DIAMETER SHALL BE PROVIDE AS RECOMMENDED BY
THE MANUFACTURER AT NO ADDITIONAL COST.
2.CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR REVIEW. ANY BUILDING PERMITTING
REQUIRED BY HARNETT COUNTY SHALL BE HANDLED BY THE CONTRACTOR.
GATE FRONT ELEVATION
H = 6'
FABRIC AREA
A
40'
GATE PLAN
NOTES:
1.SPECIFICATIONS SHOWN CAN BE CHANGED BY THE MANUFACTURER ONLY. ADDITIONAL BRACING OR
FOOTING DEPTH OR DIAMETER SHALL BE PROVIDE AS RECOMMENDED OR DESIGNED BY THE
MANUFACTURER AT NO ADDITIONAL COST TO OWNER.
2.FOOTING WIDTH TO BE 36"Ø AND INCREASE BY 6"Ø CREATING A BELL-SHAPED HOLE. MIN DEPTH TO BE 42".
3.CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR REVIEW. ANY BUILDING PERMITTING REQUIRED BY
HARNETT COUNTY SHALL BE HANDLED BY THE CONTRACTOR.
4.GATES WILL BE MANUALLY OPERATED. PROVIDE HARDWARE FOR MANUALLY OPENED GATES.
5.ALL GATE PARTS AND FEATURES SHALL BE BLACK POWDER COATED TO MEET SPECIFICATIONS.
CANTILEVER ROLLERS
CHAIN LINK FABRIC
FRAME HT
TRUSS ROD
2" Ø
VERTICAL
BRACING
2.5" Ø HORIZONTAL RAILS
COUNTER BALANCE
CHAIN LINK FABRIC
TRUSS
ROD
TO OPEN
OPENING = 25'15'-0"
GATE LATCH
PROVIDE SLIDING
GATE LATCH
WITH PAD LOCK
CAPABILITY
1" SOLID STEEL CANE
BOLT DROP ROD HOLDER
POWDER COATED BLACK
DROP ROD ASSEMBLY
BUILT INTO FOOTINGS
DROP ROD ASSEMBLY
BUILT INTO FOOTINGS
ASPHALT PAVEMENT SECTION
(SEE OTHER DETAILS)
FLAT TYPE POST CAP TYP
TENSION ROD 2.5" Ø
HORIZONTAL RAIL2" Ø
VERTICAL
BRACINGCONCRETE MOW STRIP
2" Ø
VERTICAL
BRACING
2" Ø
VERTICAL
BRACING
2" Ø VERTICAL
BRACING
POST TOP
POST TOP
6-5/8" O.D.
POST
6-5/8" Ø
POST
4" Ø LATCH
POST
42" Ø
48"
MIN.
36" Ø
42" Ø
36" Ø
48"
MIN.
42" Ø
36" Ø
48"
MIN.
6-5/8" X 2-1/2" NYLON
CANTILEVER ROLLERS WITH
ROLLER COVERS. (TYP. OF 4)
9 GUAGE
2' FABRIC
4" PERFORATED PIPING WRAPED
WITH NON-WOVEN GEO FABRIC
THROUGH FOOTING STONE TO
DRAIN DROP ROD
12" #57 WASHED
STONE
4" SOLID SCH 40 PVC CONNECTING
PERFORATED PIPING
4" SOLID WALL SCH 40 PVC
TO STORM SEWERS OR
DAYLIGHT ON GRADE.
(MINIMUM SLOPE OF 0.5%)
4" PERFORATED PIPING WRAPED
WITH NON-WOVEN GEO FABRIC
THROUGH FOOTING STONE TO
DRAIN DROP RODS
NOTES:
1.DIMENSIONS AND MATERIALS SHOWN CAN BE CHANGED BY THE MANUFACTURER OR STRUCTURAL ENGINEER ONLY.
2.REFER TO MANUFACTURES SPECIFICATION AND WARRANTY FOR ADDITIONAL INFORMATION AND REQUIREMENTS.
3.ADDITIONAL BRACING, FOOTING DEPTH OR FOOTING SIZE SHALL BE PROVIDE AS DESIGNED BY A NORTH CAROLINA
PROFESSIONAL ENGINEER AT NO ADDITIONAL COST TO OWNER. SIZES ABOVE ARE ESTIMATED FROM THE
MANUFACTURER AND ACTUAL SIZES SHALL BE DETERMINED BY A PROFESSIONAL ENGINEER.
4.CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR REVIEW. ANY BUILDING PERMITTING OR STRUCTURAL FOOTING SIZING
CHANGES SHALL BE FURNISHED BY THE CONTRACTOR AND SEALED BY A NORTH CAROLINA PROFESSIONAL ENGINEER.
5.COORDINATE FINAL COLORS OF POLES AND SAILS WITH OWNER DURING SHOP DRAWING REVIEW. POLES SHALL BE
POWDER COATED AND NOT PAINTED.
FOOTING NOTE: TOP OF FOOTING
SHALL BE 6" BELOW FINISHED
GRADE
6"FINSIHED GRADE
FABRIC
CONNECTION
MOUNTING
HEIGHTS(TYP.)
POLE HEIGHT NOTE:
POLE HEIGHTS SHOWN ARE FROM FINISHED GRADE AND NOT
ACTUAL TOTAL POLE OR COLUMN LENGTHS. ACTUAL LENGTH TO
BE DETERMINED BY MANUFACTURER AND NORTH CAROLINA
PROFESSIONAL ENGINEER.
SHADE SAIL
SHADE SAIL
SHADE SAIL
SHADE SAIL
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL 919.866.4951 FAX 919.833.8124 www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-1652AS SHOWN
S:\333\48772-Benhaven_Parking_Lot\DWG\Sheet\CD\48772-333-C6.0-NTDT.dwg | Plotted on 12/14/2021 11:02 AM | by Garrett FrankDO NOT USE FOR CONSTRUCTION
BENHAVEN PARKING LOT REPAVING2815 OLIVIA ROAD, SANFORD, NC 2733248772
12-13-21
GWF
GWF
FSN O R T H C A R O L I N AP R O F E S S I O N A
LE N G I N E E R
0 3 3 6 1 2N O R T H C A R O L I N AP R O F E S S I O N A
LE N G I N E E RN O R T H C A R O L I N AP R O F E S S I O N A
LE N G I N E E RN O R T H C A R O L I N AP R O F E S S I O N A
LE N G I N E E R
S E A LN O R T H C A R O L I N AP R O F E S S I O N A
LE N G I N E E RN O R T H C A R O L I N AP R O F E S S I O N A
LE N G I N E E RN O R T H C A R O L I N AP R O F E S S I O N A
LE N G I N E E RF R A N C I S S L I N S K Y, I I I12/13/21
FOR REVIEW ONLY
SITE DETAILSC6.2
1' - 0"1' - 0"
FOUNDATION PAD SECTION
DUMPSTER ENCLOSURE PLAN VIEW
CHAINLINK DUMPSTER ENCLOSURE WITH GUARDRAIL N.T.S.1
7" CONCRETE SLAB
6" #57 STONE BASE
3/4" CHAMFER TYP.
THICKENED CONCRETE
EDGE 4,000PSI (INSTALL
THICKENED EDGES ALONG
ALL SIDES OF CONCRETE
PAD)
COMPACTED
SUBGRADE
7" SLOPED CONCRETE APRON SLAB WITH
6X6 W1.4 X W1.4 WELDED WIRE FABRIC AND
#4 BARS AT 12" O.C. EACH DIRECTION
HEAVY DUTY
ASPHALT
5"
8"
7"
13"
6"
1' - 0"
1
1
1
16'-0"TO TOP OFFENCE CAP DUMPSTER SCREEN WALL FRONT ELEVATION
4" O.D. STEEL POST TYPICAL
WITH CAP, POWDER COATED
BLACK
PROVIDED TOP AND BOTTOM
LOCKING PRIVACY SLATS
POWDER COATED CHAINLINK
FENCE SYSTEM WITH
DIAGONAL BRACING AND GATE
LATCH WITH PRIVACY SLAT
(NOT SHOWN),
SET POST IN GROUND PER
MANUFACTURERS
RECOMMENDATIONS FOR
SETTING DEPTH AND WIDTH
NOTE:
1.DUMPSTER SCREEN WALL IS ALT C-1. IF ALTERNATE C-1 IS
ACCEPTED INSTALL CONCRETE AS SHOWN IN DETAIL. IF ALTERNATE
C-1 IS NOT ACCEPTED INSTALL CONCRETE PAD THAT IS 28' BY
21'-10".
2.6" DIA. STEEL BOLLARDS WITH HDPE SLEEVE ARE BASE BID.
1'
12' - 0"12' - 0"
1'
1'
1' - 8"
1'
30'
24'
12'12'
26'
CONCRETE BASE
FOR DROP ROD
SEE DETAIL 2 ON
SHEET C6.2
6-FT TALL BLACK POWDER
COATED CHAIN LINK FENCE.
SEE FRONT ELEVATION FOR
MORE DETAILS.
REFER TO NCDOT W
BEAM GUARDRAIL WITH
BUFFERED END
SECTIONS DETAIL 862.02
REFER TO
DUMPSTER
SCREEN WALL
SECTION
REFER TO NCDOT
"W6" STEEL POST
DETAIL 862.02CONTROL /
EXPANSION JOINT
DUMPSTER
(NIC)
4" PVC DRAIN
CJCJ
CJ
CJ
CJCJ
CJ
CJ
CJ
CJ
CJCJ
DUMPSTER
(NIC)
CONCRETE BASE FOR DROP
ROD SEE DETAIL 2 ON DETAIL
SHEET C6.2
6"
20"
(SEAT HEIGHT)
BENCH NOTES:
1.BENCH TO BE INSTALLED PLUMB
2.COORDINATE FINAL COLOR WITH OWNER
RECEPTACLE NOTES:
1.PROVIDE 10-RE- 002 METAL DOME LID
2.PROVIDE 10-RE- 005 BLACK PLASTIC LINER
3.COORDINATE FINAL COLOR AND FINISH WITH OWNER.
4.MOUNT TO SURFACE USING MANUFACTURE
RECOMMENDATION
ADA PARK BENCH N.T.S.2
OUTDOOR TRASH CAN N.T.S.4
DROP RODS w/
CONCRETE BASE
DROP ROD RECEIVER
24'
2" CLEAR MINIMUM
(3" MAX)
BRACE FENCE GATES WITH TRUSS RODS,
CROSS RAILS, MID RAILS AND TENSION WIRES
PER MANUFACTURES REQUIREMENTS. NO
ADDITIONAL PAYMENT WILL BE MADE FOR
REQUIRED REINFORCEMENT. REFER TO
SPECS FOR WIND LOAD REQUIREMENTS.
CONCRETE
FOUNDATION TO
EXTEND 1-FT BEYOND
EDGE OF FENCE
XXXXXXXX XXCONCRETE BASE FOR
DROP ROD SEE DETAIL 2
ON DETAIL SHEET C6.2
15'
CJCJ
CJ
CJ
CJCJ
CJ
CJ
CJ
CJ
6" FROM FENCE
TO GUARD RAIL
INGROUND MOUNTED BLACK MAILBOX N.T.S.3
TABLE NOTES:
1.FASTEN TO SURFACE USING MANUFACTURES CLAMPS.
2.COORDINATE FINAL COLOR WITH OWNER
OUTDOOR ADA PICNIC TABLE N.T.S.5
TO STORM SEWERS
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL 919.866.4951 FAX 919.833.8124 www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-1652AS SHOWN
S:\333\48772-Benhaven_Parking_Lot\DWG\Sheet\CD\48772-333-C6.0-NTDT.dwg | Plotted on 12/14/2021 11:02 AM | by Garrett FrankDO NOT USE FOR CONSTRUCTION
BENHAVEN PARKING LOT REPAVING2815 OLIVIA ROAD, SANFORD, NC 2733248772
12-13-21
GWF
GWF
FSN O R T H C A R O L I N AP R O F E S S I O N A
LE N G I N E E R
0 3 3 6 1 2N O R T H C A R O L I N AP R O F E S S I O N A
LE N G I N E E RN O R T H C A R O L I N AP R O F E S S I O N A
LE N G I N E E RN O R T H C A R O L I N AP R O F E S S I O N A
LE N G I N E E R
S E A LN O R T H C A R O L I N AP R O F E S S I O N A
LE N G I N E E RN O R T H C A R O L I N AP R O F E S S I O N A
LE N G I N E E RN O R T H C A R O L I N AP R O F E S S I O N A
LE N G I N E E RF R A N C I S S L I N S K Y, I I I12/13/21
FOR REVIEW ONLY
SITE DETAILSC6.3
24' OR
AS NOTED ON
PLAN
18' TO EP
9' TYP.
4" WIDE WHITE
THERMOPLASTIC
STRIPING (TYP.)
PARKING STALL AND TRAFFIC STRIPE4 N.T.S.
9' TO FC
18' TO FC
STRIPING TO EDGE
OF ASPHALT
NO STRIPING IN
GUTTER PAN (TYP)
9' TO EP
FACE OF CURB (FC)
EDGE OF PAVEMENT
(EP)
NOTE:
1.ALL PARKING STALL MARKINGS SHALL BE REFLECTORIZED 60-mil THICK WHITE
THERMOPLASTIC WITH GLASS BEADS.
2.FC = FACE OF CURB
3.EP = EDGE OF PAVEMENT
18'
9'9'9'
4" WIDE WHITE
STRIPING (TYP.)
ACCESSIBLE PARKING SIGN
("APS" ON PLANS DENOTES
ACCESSIBLE PARKING SIGN)
VAN ACCESSIBLE
PARKING SIGN
WHERE
APPLICABLE
("VAPS" ON PLANS
DENOTES VAN
ACCESSIBLE
PARKING SIGN)
CONC. SIDEWALK
45°
2'
PLANNOTE:
1.ALL PARKING STALL MARKINGS SHALL BE REFLECTORIZED 60-mil THICK WHITE
THERMOPLASTIC WITH GLASS BEADS
FACE OF CURB 2' TO BACK OF
WHEEL STOP
SEE PLAN FOR
LOCATION
45°
2'
4" WIDE WHITE
STRIPING (TYP.)
DIAGONAL STRIPING3 N.T.S.
NOTE:
1.ALL PARKING STALL MARKINGS SHALL BE REFLECTORIZED 60-mil THICK WHITE
THERMOPLASTIC WITH GLASS BEADS.
R7-8A
R7-8D
BOTTOM OF
SIGN R7-8A
36"12"x18"
12"x9"
RESERVED
PARKING
VAN
ACCESSIBLE
1"
MAXIMUM
PENALTY
$250
1"30"SLOPE CONCRETE TO DRAIN.
PAINT SAFETY YELLOW.
18"
12"
6"
9"
R7-8P 12"x6"
WHERE APPLICABLE
(SEE PLAN)
NOTES:1.MOUNTING HEIGHT TO BOTTOM OF
SIGN SHALL BE 60" FROM BOTTOMOF SIGN TO PAVEMENT OR 84" INPEDESTRIAN AREAS UNLESS
OTHERWISE NOTED.2.ALL SIGNAGE SHALL HAVE HIGHINTENSITY PRISMATIC SHEETING.
3.SIGNS SHALL BE FABRICATED FROMALUMINUM ALLOY SHEETS.4.ALL MOUNTING HARDWARE SHALL
BE GALVANIZED.5."VAPS" ON PLANS DENOTES VAN
ACCESSIBLE PARKING SIGN.
INSTALL R7-8A, R7-8D, & R7-8P.6."APS" ON PLANS DENOTESACCESSIBLE PARKING SIGN.INSTALL R7-8A & R7-8D ONLY.
SLOPE CONCRETE TO DRAIN.
PAINT SAFETY YELLOW.
60"
MINIMUM
84"
MAXIMUM
SIGN R7-8P WHERE APPLICABLE
SIGN R7-8A
SIGN R7-8D
2" DIAMETER ALUMINUM PIPE WITH
WATER TIGHT CAP. POWDER COAT
BLACK.
6" SCH-40, CONC-FILLED,
HOT-DIPPED GALV. STEEL PIPE
BOLLARD. POWDER COAT BLACK.
12" DIAMETER CONC FOOTING
PAVEMENT
N.T.S.1 ACCESSIBLE PARKING SIGN
BOTTOM
OF SIGN
30"12"
SLOPE CONCRETE TO DRAIN.
PAINT SAFETY YELLOW.
60"
MINIMUM
84"
MAXIMUM
NOTES:1.MOUNTING HEIGHT TO BOTTOM OF SIGN SHALL BE 60" FROM BOTTOM OFSIGN TO PAVEMENT OR 84" IN PEDESTRIAN AREAS UNLESS OTHERWISENOTED.2.ALL SIGNAGE SHALL HAVE HIGH INTENSITY PRISMATIC SHEETING.3.SIGNS SHALL BE FABRICATED FROM ALUMINUM ALLOY SHEETS.
4.SIGNS SHOULD MEET MUTCD AND NCDOT STANDARDS AND SPECIFICATIONSFOR ROADWAY SIGNAGE AND FOUNDATIONS.
2" DIAMETER ALUMINUM PIPE
WITH WATER TIGHT CAP.
POWDER COAT BLACK.
CONC FOOTING
FINISHED GRADE
SIGN
N.T.S.TYPICAL ROADWAY SIGN
6"
2 ACCESSIBLE PARKING SPACE LAYOUT5 N.T.S.
CL
12"
L18"
C
12"
6"
12"
O.D. OF PIPE
O.D. OF PIPE
REQUIRED FOR:
CLASS D
SPRING LINE
MINIMUM SIDE CLEARANCE
MAXIMUM SIDE CLEARANCE
6"
12"O.D. OF PIPE
O.D. OF PIPE
REQUIRED FOR:HDPE & PVC PIPE
CLASS B
6"
12"
DIP, CIP AND RCP
6"
12"
NOTES
1.FOR TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE
TAKEN FROM THE INSIDE FACE OF THE SHORING AND BRACING.
2.NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN INITIAL BACKFILL.
3.ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL.
4.BACKFILL SHALL BE TAMPED IN 6" LAYERS.
5.IF ROCK IS ENCOUNTERED AT BOTTOM OF TRENCH, OVER EXCAVATE ROCK A MIN.
OF 6"CHS AND BACK FILL WITH NO. 67 STONE TO THE BOTTOM OF PIPE.
6"
FINAL
BACKFILL (SEE
SPECIFICATIONS)
INITIAL BACKFILL
COMPACTED IN 6"
MAX. LIFTS AS
SPECIFIED
METALLIC LOCATOR TAPE SHALL
BE INSTALLED FOR ALL DIP PIPE
18" BELOW FINISHED GRADE
FINISHED
GRADE
FINISHED
GRADE
No 57 STONE WORK
WELL UNDER
BOTTOM OF PIPE.
STANDARD CLEANOUT6 N.T.S.
FINISHED GRADE
PAVEMENT INSTALLATION
PLAN VIEW AT FITTINGS
COMBINATION LONGTURN PATTERN Y AND1/8" BEND, REFER TOSTORM PIPE TABLE FORFITTING BRAND SIZES
NOTES:
1.RISER STACK SHALL BE 4" CAST
IRON. PROVIDE REDUCING WYE AS
NEEDED TO TRANSITION TO
DIFFERING LATERAL PIPE SIZE.
2.THE FULL LENGTH OF THE SERVICE
DITCH BE COMPACTED IN 6" LAYERS
WITH MECHANICAL TAMP.
CLEANOUT IN PVMT SHALL BE
INSTALLED INSIDE A VALVE BOX
WITH SEWER OR STORM COVER AS
APPLICABLE.
CLEANOUT SHALL BE
LOCATED ON BRANCH LINE,
UPSTREAM OF FITTING. LINE
SIZE CHANGES SHALL
OCCUR UPSTREAM OF
FITTING (SEE UTILITY PLAN
FOR PIPE SIZES)
MUST BE 2" BELOW GRADE
6" ROUND SLOTTED CAST IRON, BRASS
OR CHROME GRATE FLUSH WITH
FINISHED GRADE
CONC COLLAR
12"x12"x6" THK 6" CAST IRON PIPE (ONE
CONTINUOUS PIECE)
SEE UTILITY PLAN FOR SIZE AND
MATERIALMIN. GRADE 1 %
BARREL OF PIPE TO REST ON
UNDISTURBED SOIL
INCREASER
WYE
CLEANOUT
BRANCH LINE
MAIN LINE
STD VALVE BOX
NOTES:
1.GRATES SHALL BE 18" DIAMETER, SLOTTED, CAST IRON, HINGED AT BASE.
2.PIPE AND FITTINGS SHALL BE PVC, SMOOTH INTERIOR AND EXTERIOR.
3.REFER TO DRAWING C-3.0 FOR INLINE DRAIN SCHEDULE.
PVC TEE (RUN DIA. TO
MATCH DOWNSTREAM PIPE
SIZE)
12" ON ALL
SIDES.
SURROUND
SIDES AND
BOTTOM WITH
ABC STONE
(TYP)
DUCTILE IRON
FLAT TOP GRATE IN
PAVEMENT (H20 LOADING) &
GRASS AREAS (H10 LOADING)
SEE PLAN FOR PIPE MATERIAL
DUCTILE IRON
DOMED GRATE
IN MULCH AREAS ONLY
GRADE ADJACENT GROUND TO PROVIDE POSITIVE
DRAINAGE TO GRATE
PVC BODY
RUBBER GASKET
PVC RISER (12" MIN.)UTILIZE REDUCERS AS NEEDED
TO CONNECT TO TEE OR ELBOW
STORM SEWER BEDDING8 N.T.S.
INLINE DRAIN 9 N.T.S.
ROOF DRAIN COLLECTOR NOTES:
1.CONNECT ALL BUILDING ROOF DRAINS INTO THE ROOF DRAIN COLLECTOR SYSTEM OR
DIRECTLY INTO THE STORM SEWER SYSTEM.
2.THE ROOF DRAIN COLLECTOR SYSTEM IS SMOOTH-LINED, CORRUGATED POLYETHYLENE PIPE
LAID AT MINIMUM SLOPES AS INDICATED.
3.PIPES CONNECTING TO INDIVIDUAL ROOF DRAINS ARE 6". PROVIDE MINIMUM 6" PIPE SIZE 5'
OUTSIDE BUILDING. ALL OTHER DRAIN PIPES ARE SIZED AS INDICATED INCREASING IN SIZE
FROM UPSTREAM TO DOWNSTREAM.
4.PROVIDE CLEANOUTS AS INDICATED, AS REQUIRED BY LOCAL BUILDING CODE.
5.MAKE CONNECTIONS INTO CONCRETE PIPES WITH A FLEXIBLE WATERTIGHT TEE CONNECTOR
THAT IS MECHANICALLY EXPANDED INTO A CORDED OPENING. CONNECTOR TO BE KOR-N-TEE
OR APPROVED EQUAL.
6.MAINTAIN ADEQUATE OUTFALL FOR ROOF DRAIN DURING AND AFTER THE COMPLETION OF
CONSTRUCTION.
7.MINIMUM DEPTH OF COVER IS ONE (1) FOOT. FOR ALL DEPTHS OF COVER LESS THAN TWO (2)
FEET, PIPE MUST BE SCHEDULE 40 PVC. FOR DEPTHS OF COVER GREATER THAN TWO (2) FEET,
FLEXIBLE PIPE MAY BE USED. REFER TO SPECIFICATIONS FOR ALLOWABLE PIPE TYPES.
8.MAINTAIN A WATERTIGHT CONNECTION AT ALL PIPE CONNECTIONS BELOW GRADE.
9.THE SITE WORK CONTRACTOR IS RESPONSIBLE FOR ALL WORK TO AND INCLUDING THE 45°
BEND FOR ROOF DRAINS. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF
ROOF DRAINS.
DOWNSPOUT
CLEANOUT
4" - COUNTERSUNK
BRASS REMOVABLE
THREADED PLUG
10"SQ. X 4"THICK
CONCRETE SLAB
(IF NOT IN PVMT.)
SEE NOTE #8
SEE NOTE #7
1% MI
N
.
S
L
O
P
E
WATERTIGHT
CONNECTION
WYE
45° BEND
(SCH. 40 PVC)
4" SCH. 40 PVC
DOWNSPOUT BOOT
WITH CLEANOUT
DOWNSPOUT BOOT CONNECTOR7 N.T.S.CONCRETE FLARED END SECTION10 N.T.S.
FILTER BLANKET
STONE CLASS
DTHICKNESS
(AMOCO 2006
OR EQUIVALENT)
1.RIP RAP OUTLET STRUCTURES TO BE INSPECTED WEEKLY AND AFTER EVERY
RAINFALL EVENT. REPAIRS ARE TO BE MADE IMMEDIATELY.
(OUTLET TO WELL DEFINED CHANNEL)
1.A FILTER BLANKET SHOULD BE INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION.
2.MAINTAIN ENERGY DISSIPATERS INSTALLED DURING EARLY SITE WORK THROUGHOUT THE
CONSTRUCTION AREA.
3.TOP OF RIP RAP AT DOWNSTREAM END OF APRON SHALL BE FLUSH WITH NATURAL GRADE OF
THE RECEIVING CHANNEL.
4.VEGETATE ALL DISTURBED AREAS WITH VEGETATION IMMEDIATELY AFTER INSTALLATION.
FOR ALL STRUCTURES
ADD 12" WIDTH X 12"
THICK OF CLASS A
RIPRAP TO SLOPE ABOVE
AND AROUND TOP OF
PIPE/FES/END WALL AS
SHOWN.PLAN
SECTION A-A
L
A
W21W0D
A
D =OUTLET PIPE DIAMETER0
NOTES:
MAINTENANCE:
12"
30"
30"
MUTCD STANDARD R1-1
FIXED OR
WELDED
CAP
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL 919.866.4951 FAX 919.833.8124 www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-1652AS SHOWN
S:\333\48772-Benhaven_Parking_Lot\DWG\Sheet\CD\48772-333-C6.0-NTDT.dwg | Plotted on 12/14/2021 11:02 AM | by Garrett FrankDO NOT USE FOR CONSTRUCTION
BENHAVEN PARKING LOT REPAVING2815 OLIVIA ROAD, SANFORD, NC 2733248772
12-13-21
GWF
GWF
FSN O R T H C A R O L I N AP R O F E S S I O N A
LE N G I N E E R
0 3 3 6 1 2N O R T H C A R O L I N AP R O F E S S I O N A
LE N G I N E E RN O R T H C A R O L I N AP R O F E S S I O N A
LE N G I N E E RN O R T H C A R O L I N AP R O F E S S I O N A
LE N G I N E E R
S E A LN O R T H C A R O L I N AP R O F E S S I O N A
LE N G I N E E RN O R T H C A R O L I N AP R O F E S S I O N A
LE N G I N E E RN O R T H C A R O L I N AP R O F E S S I O N A
LE N G I N E E RF R A N C I S S L I N S K Y, I I I12/13/21
FOR REVIEW ONLY
SITE DETAILSC6.4
DIMENSIONS FOR DROP INLET
DIMENSIONS OF BOX & PIPE
PIPE SPAN WIDTH HEIGHT
1'-9"
3"
3"1'-9"
Y
6"1'-6"X X
6" PLAN
SHOWING POSITION OF BOLTS
Y
PLAN
W/GRATE & FRAME REMOVED
3"4"3"
3"
3'-0"H3"B 6"6"
6"
4'-0"4"3"6"HA6"6"2'-0"2'-8"
3'-0"
3'-5"
12"
6"
15"
18"
DOWEL
3'-0"
2'-0"4'-3"30"3'-0"
24"4'-0"6" SECTION-YY 6" SECTION-XX
DIMENSIONS FOR CHANNELS
4'-0"
LENGTHLIN. FT.
8'-0"
TOTAL
2'-6"5'-0"
2
NO.
2 3"x4.1"
3"x4.1"
SIZE
12"D BA H
2"3938"234"4158"
3958"
42"
3734"
2714"2"234"2712"
2912"4"2534"
30"
GRATE PLAN
NOTES:
1.3,000-PSI CONCRETE TO BE USED THROUGHOUT.
2.OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT 12" CENTER, AS DIRECTED BY THE DESIGNER.
3.TWO 2" PIPE WEEP HOLES TO BE PLACED AS DIRECTED BY DESIGNER.
4.FORMS ARE TO BE USED FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
5.IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX, ADD TO BASE AS SHOWN ON NCDOT STANDARD 840.00.
6.A STONE DRAIN CONSISTING OF 1 CUBIC FOOT OF NO. 78M STONE CONTAINED IN A BAG OF POROUS FABRIC SHALL BE PLACED AT EACH WEEP HOLE.
7.ALL DROP INLETS OVER 3'-6" IN DEPTH TO BE PROVIDED WITH STEPS 15" ON CENTERS. STEPS SHALL BE IN ACCORDANCE WITH NCDOT STANDARD 840.66. THE FIRST STEP SHALL BE
24" BELOW RIM OF GRATE.
8.ALL GRATES IN SIDEWALK AREAS SHALL BE ADA COMPLIANT. V-5660-80 BY EAST JORDAN IRON WORKS OR APPROVED EQUAL.
9.INLETS MAY BE CONSTRUCTED OF BLOCK AND MORTAR IN LIEU OF PRE-CAST CONCRETE. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
GRATE SECTIONS
FRAME & GRATE SHALL BE ADA COMPLIANT
(V-5660-80 BY EJIW OR APPROVED EQUAL)
2"
WEEP
HOLES
(10)-3/8" DIA. WELDED
STUD ANCHORS 8" LG.
(4"+4" ANCHORS
PIGGYBACK =8")
SEE NOTE #2
DOWEL
3/8"DIA.x 8"LG. WELDED
PIGGYBACK STUD
ANCHORS
#4 BAR
STD. 840.16 FRAME
&GRATE
DROP INLETS WITH "H" VALUES
(HEIGHT) LESS THAN MINIMUM
SHOWN IN CHART SHALL HAVE SHOP
DRAWINGS DESIGNED AND SEALED
BY PROFESSIONAL ENGINEER
CURB INLET WITH "H"
VALUES (HEIGHT) LESS
THAN MINIMUM SHOWN IN
CHART SHALL HAVE SHOP
DRAWINGS DESIGNED AND
SEALED BY PROFESSIONAL
ENGINEER
CONCRETE CATCH BASIN2 N.T.S.
GENERAL NOTES:
1.USE CLASS "B" CONCRETE THROUGHOUT
2.PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12" ON CENTER. USE STEPS WHICH COMPLY
WITH STD. DRAWING 840.66.
3.OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT 12" CENTERS AS DIRECTED
BY THE ENGINEER.
4.USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
5.IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB AS SHOWN ON STD. NO. 840.00.
6.USE TYPE "E", "F" AND "G" GRATES UNLESS OTHERWISE INDICATED.
7.FOR 8'-0" IN HEIGHT OR LESS USE 6" WALLS AND BOTTOM SLAB. OVER 8'-0" TO 16'-0" IN HEIGHT USE 8" WALLS
AND BOTTOM SLAB. ADJUST QUANTITIES ACCORDINGLY.
8.CONSTRUCT WITH PIPE CROWNS MATCHING.
9.CHAMFER ALL EXPOSED CORNERS 1"
10.DRAWING NOT TO SCALE.
BACK OF CURB FRAME, GRATE AND HOOD
SEE STD. NO. 840.03
TOP ELEVATION
TOP ELEVATION
SEE NOTE
FRAME, GRATE
AND HOOD
SEE STD. NO.
840.03
TOP ELEVATION
STEPS - STD.
NO 840.66
SEE NOTE
TOP ELEVATION STEPS - STD. NO 840.66
X
X
Y Y
PLAN
SECTION X-X
SECTION Y-Y
SECTION J-J
SECTION M-M
PLANPLAN
DETAIL SHOWING METHOD
OF RISER CONSTRUCTION
J J
M M
A B
5
8"1'-0"3"6"6"B
D
3"6"H6"
6"
A 6"
8"6"HD6"3"6"E
6"6"B
6"C
D H1'-0"WHERE 30" TO 36"
PIPE IS USED 6"6"G 6"
D
6"HE
A
WHERE 42" TO 54"
PIPE IS USED
RISER HT.
VARIES
3"1'-0"6"
WHERE 30" TO 36" PIPE IS USED
WHERE 42" TO 54" PIPE IS USED
RISER HT.
VARIES
6"A
AB
FFA
BMINIMUM DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH BASIN (BASED ON MIN. HEIGHT, H, WITH NO RISER) *
DIMENSIONS OF BOX AND PIPE COVER
DIMENSION BARS-U BARS-V BARS-W
CU. YDS. CONC. IN BOX DEDUCTIONS
ONE PIPEPIPESPANWIDTHSPANSPAN MIN.HEIGHT
D A B C G H E F NO.LENGTH NO.LENGTH NO.LENGTH C.M.R.C.
TOTAL
LBS.
TOP
SLAB
BOTTOM
SLAB
TOT. CONC.FOR MIN.HEIGHT, H
12"
15"
18"
24"
30"
36"
42"
48"
54"
3' - 0"
3' - 0"
3' - 0"
3' - 0"
3' - 0"
3' - 0"
3' - 0"
3' - 0"
3' - 0"
2' - 2"
2' - 2"
2' - 2"
2' - 2"
2' - 2"
2' - 2"
2' - 2"
2' - 2"
2' - 2"
--
3' - 4"
3' - 10"
--
4' - 5"
5' - 0"
5' - 7"
2' - 9"
3' - 0"
3' - 3"
3' - 9"
4' - 3"
4' - 9"
5' - 3"
5' - 9"
6' - 3"
----
1' - 2"
1' - 8"
1' - 5"
2' - 0"
2' - 7"
4' - 0"
4' - 0"
3' - 2"
3' - 2"
3' - 2"
4
----
1' - 5"
1' - 11"
1' - 8"
2' - 3"
2' - 10"
4
4
4
4
2 3' - 9"
2' - 11"
3
2
3
5
3' - 9"
2' - 11"
2' - 11"
--------
3 3' - 9"
2' - 11"
3' - 9"
2' - 11"
2' - 11"
3
3
3
3
----
39
43
32
35
41
0.123
0.161
0.112
0.145
0.180
0.235
0.235
0.235
0.235
0.321
0.358
0.318
0.352
0.386
0.772
0.829
0.887
1.001
1.433
1.714
1.738
2.052
2.387
0.015
0.023
0.033
0.059
0.092
0.132
0.180
0.235
0.297
0.026
0.036
0.049
0.085
0.127
0.178
0.243
0.317
0.401
CONCRETE DROP INLET1 N.T.S.
5'-0" I.D.
4" MIN
24" DIA
1'-0"
22" MAX.
1.FOR DEAD-END MANHOLES, THE INVERT SHALL BE EXTENDED THROUGH THE
MANHOLE.
2.ON THE INTERIOR OF THE MANHOLE, ALL JOINTS BETWEEN SECTIONS SHALL BE
PARGED WITH NON-SHRINK GROUT.
3.ON THE INTERIOR OF ALL OUTFALL MANHOLES, ALL JOINTS BETWEEN SECTIONS
SHALL BE PARGED WITH PRECO-PLUG QUICK SETTING GROUT.
4.ON THE EXTERIOR OF ALL MANHOLES, ALL JOINTS BETWEEN SECTIONS SHALL BE
CONTINUOUSLY WRAPPED WITH 12" WIDE WATERPROOF BITUMINOUS TAPE
MEETING ASTM C443.
5.SEWER MANHOLES WITHIN 1200 FEET OF FORCE MAIN CONNECTION SHALL HAVE
INTERIOR EPOXY COATED.
NOTES:
FRAME SHALL BE SEALED
WITH RUBBER "O" RING
AND BOLTED TO MANHOLE
CONE SECTION
HGT.=3' OR 4'
INTERMEDIATE SECTION
AS REQUIRED
HGT.=16", 32", OR 48"
MONOLITHIC LOWER
BARREL & BASE
SLAB SECTION
VARIABLE HGT.
CAST IRON RING & COVER
TONGUE & GROOVE JOINT
WITH RUBBER 'O'- RING
OR RAM-NECK
4000 PSI CONCRETE
(REINF.NOT SHOWN)
MIN.AS=0.12 IN²/FT
MANHOLE OPENING AS
PER PLANS (BY MANUFACTURER)
SLOPE 1/4" PER FOOT
SHAPED INVERT
CONCRETE OR
MASONRY
8" NO. 57 STONE
WATERTIGHT JOINT
SANITARY SEWER MANHOLE N.T.S.3
VAULT NOTES:24" SECTION 3"3"15"3"3"27"
AND COVER
METAL FRAME PLAN
NOTES:
2" 0"
2" = 17"
1 1/2" = 13"
FORD
2 REQ'D,
METER STOPS,
ALL COPPER PIPE, TYPE K-IN LENGTHS
COPPER SETTER
2 REQD, MUELLER OR EQUAL
H-15535 SOLID COPPER DISCS
FLOW
1" WATER METER N.T.S.5
1.TEES SHALL BE MALLEABLE BRASS FLARED
FITTINGS.
2.BACKFILL TAMPED IN 6" LAYERS.
3.4" MIN. AND 12" MAX. VERTICAL CLEAR
FROM TOP OF METER TO BOTTOM OF
METER BOX COVER.
4.EXISTING METER MAY BE RE-USED,
HOWEVER, ALL OTHER COMPONENTS MUST
BE PROVIDED NEW.
12"O.D. OF PIPE12"ENCOUNTERED
CLEARANCE
FINISHED
BACKFILL
INITIAL
6" #67 STONE
WHEN ROCK IS
BACKFILL
FINAL
6"O.D. OF PIPE6"CLEARANCE
MINIMUM SIDE
MAXIMUM SIDE
2'-0"
UNDISTURBED SOIL
GRADE
LC
NOTES:
1. TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM THE INSIDE
FACE OF THE SHORING AND BRACING.
2. NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN BACKFILL.
3. ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL.
4. BACKFILL SHALL BE TAMPED IN 6" LIFTS IN TRAFFIC AREAS, 12" IN NON-TRAFFIC AREAS.
5. ACHIEVE 80% COMPACTION IN NON-TRAFFIC AREAS, AND 95% COMPACTION IN TRAFFIC AREAS.
WARNING TAPE 18"
ABOVE DIP SEWER
SERVICE
BEDDING FOR SANITARY SEWER PIPE N.T.S.4
PROPOSED STORM SEWER OVER PROPOSED SEWER
12"
2500 PSI CONCRETE
TRANSIT MIXED
MIN
PROPOSED
PIPELINE
C
6" MIN
24" MAX
PIPE
EXIST
JOINT FILLER MATERIAL
1" THICK COMPRESSIBLE
L
LC
FULL TRENCH WIDTH
CONCRETE UTILITY CRADDLE N.T.S.6
3,000-PSI CONCRETE
PROVIDE CONCRETE
TEST RESULTS
4" ABC STONE OVER
COMPACTED SUBGRADE
NOTES:
1.PUMP AND DRAIN AREAS AS NEEDED.
2.SAWCUT 1/4" WIDE BY 2" DEEP CONTROL
JOINTS EVERY 10' ALONG THE OPEN
CHANNEL.
3.INSTALL EXPANSION JOINTS WITH JOINT
FILLER AND CAULK EVERY 30' ALONG THE
OPEN CHANNEL.
4.CONCRETE SHALL BE 3,000-PSI AS VERIFIED
BY TESTING.
BACKFILL AND GRADE
SHOULDERS FOR
POSITIVE DRAINAGE
1.7%
LONGITUDINAL
SLOPE3.5:
1
S
L
O
P
E
3.5:1 S
L
O
P
E
10' SHOULDER
GRADE UNIFORMLY
10' CLEAR SHOULDER
GRADE UNIFORMLY
5"
2'-7.5"'0.75'2'-7.5"
0.75'
DEEP
RE-USE EXISTING
METER.
1.METER VAULT SHALL BE
PRECAST CONCRETE 4" OF 67
STONE IN BOTTOM OF BY
STAY RIGHT TANK CO. OR
EQUAL.
2.CONCRETE SHALL BE
4000-PSI AT 28 DAYS.
N.T.S.7 CONCRETE TRAPEZOIDAL DITCH
FINISHED GRADE
2-IN GRAY PVC
ELECTRICAL CONDUITS
w/NYLON PULL STRING
2-IN CAP
NYLON PULL STRINGS
IN CONDUIT
SECURE CAP AND
STRING WITH TAPE
4 x 4 POST
12-IN DEEP
TOP VIEW
OF POST
WATER PROOF TAG OR
LABEL STATING
"CONDUIT FOR FUTURE USE"
8 CONDUIT STUB UP N.T.S.
1.5" MAX
NOTE:
AN ALTERNATE SURFACE MARKER MAY BE
SUBMITTED AND APPROVED BY OWNER.
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL 919.866.4951 FAX 919.833.8124 www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-1652AS SHOWN
S:\333\48772-Benhaven_Parking_Lot\DWG\Sheet\CD\48772-333-C6.0-NTDT.dwg | Plotted on 12/14/2021 11:02 AM | by Garrett FrankDO NOT USE FOR CONSTRUCTION
BENHAVEN PARKING LOT REPAVING2815 OLIVIA ROAD, SANFORD, NC 2733248772
12-13-21
GWF
GWF
FSN O R T H C A R O L I N AP R O F E S S I O N A
LE N G I N E E R
0 3 3 6 1 2N O R T H C A R O L I N AP R O F E S S I O N A
LE N G I N E E RN O R T H C A R O L I N AP R O F E S S I O N A
LE N G I N E E RN O R T H C A R O L I N AP R O F E S S I O N A
LE N G I N E E R
S E A LN O R T H C A R O L I N AP R O F E S S I O N A
LE N G I N E E RN O R T H C A R O L I N AP R O F E S S I O N A
LE N G I N E E RN O R T H C A R O L I N AP R O F E S S I O N A
LE N G I N E E RF R A N C I S S L I N S K Y, I I I12/13/21
FOR REVIEW ONLY
SITE DETAILSC6.5
NOTES:
1. L = THE LENGTH OF THE RIPRAP
APRON.
2. d = 1.5 TIMES THE MAXIMUM
STONE DIAMETER BUT NOT LESS
THAN 6" (INCHES).
3. A FILTER BLANKET OR FILTER
FABRIC SHOULD BE
INSTALLED BETWEEN THE RIPRAP
AND SOIL FOUNDATION.
4. MAINTAIN ENERGY DISSIPATERS
INSTALLED DURING EARLY SITE
WORK THROUGHOUT THE
CONSTRUCTION AREA.
A A
I.D.
3 TIMES I.D. (W2)
PLAN VIEW
SECTION 'A-A'FILTER
FABRIC
d
L
PIPE
PIPE
MAINTENANCE
RIP RAP SHOULD BE
INSPECTED
PERIODICALLY FOR
SCOUR OR
DISLODGED STONES.
CONTROL OF WEED
AND BRUSH GROWTH
MAY BE NEEDED IN
SOME LOCATIONS.
W1
ENERGY DISSIPATER SCHEDULE
PIPE SIZEW1 (FT)W2 (FT)LENGTH
(FT)
THICKNESS
(IN). (d)
STONE
CLASS
D50 SIZE
(IN.)
15"6.5RR-B1 4.0 5.0 12 3 A
RR-G1 12 3 A
PROFILE VIEW
FLOW
DITCHLINEFILTER FABRIC
OR DITCH LINER
WOODEN STAKE
8" FABRIC STAPLE
12" DIAMETER STRAW FILLED WATTLE
FASTENED TO WOODEN STAKE BY NAIL OR
STAPLE
18"18"
6" COVER
NOTES:
1.WATTLES SHALL BE FILLED WITH STRAW OR OTHER APPROVED MATERIAL.
2.SPACING FOR WATTLES SHALL BE AS SHOWN ON EROSION CONTROL PLAN.
3.STAKE IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.
4.THE SOCK SHALL BE PRODUCED FROM A 5 MIL THICK CONTINUOUS POLYPROPYLENE, WOVEN INTO A
TUBULAR MESH NETTING MATERIAL, WITH OPENINGS IN THE KNITTED MESH OF 1/8"TO 3/8"
OPENINGS.
5.HARDWOOD 2"x2" STAKES SHALL BE DRIVEN THROUGH CENTER OF COMPOST SOCK AT 4' O.C.
MAXIMUM SPACING ANGLED UP SLOPE.
MAINTENANCE NOTES:
1.INSPECT COMPOST SOCKS WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL EVENT (1/2 INCH OR
GREATER).
2.REMOVE ACCUMULATED SEDIMENT AND ANY DEBRIS. THE COMPOST SOCK MUST BE REPLACED IF CLOGGED
OR TORN.
3.IF PONDING BECOMES EXCESSIVE, THE SOCK MAY NEED TO BE REPLACED WITH A LARGER DIAMETER OR A
DIFFERENT MEASURE.
4.THE SOCK NEEDS TO BE REINSTALLED IF UNDERMINED OR DISLODGED.
5.THE COMPOST SOCK SHALL BE INSPECTED UNTIL LAND DISTURBANCE IS COMPLETE AND THE AREA ABOVE
THE MEASURE HAS BEEN PERMANENTLY STABILIZED.
CROSS SECTION 10'
STD SILT FENCE
POST (TYP)
POST
ELEVATION
SECTION
STEEL POST
WOVEN WIRE FABRIC
HORIZONTAL POST
SILT FENCE FABRIC
CLASS 'B' RIP RAP (TYP)
NOTCH AND FOLD
FABRIC OVER
HORIZONTAL POST
18"18"24"2
1
12" #57 WASHEDSTONE
NOTES:
1.INSTALL SILT FENCE PER STD.
SILT FENCE DETAIL.
2.LOCATE REINFORCED OUTLET
AT LOW POINTS OF SILT FENCE
BARRIER.
MAINTENANCE NOTES:
1.REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE
VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE/OUTLET.
TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. REMOVE &
REPLACE STONE AS NECESSARY AS IT BECOMES CLOGGED WITH SEDIMENT.
2.REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING
THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA
HAS BEEN PROPERLY STABILIZED.
SILT FENCE FABRIC
DITCHLINE
12" DIAMETER STRAW
FILLED WATTLE
WOODEN STAKE WITH WATTLE
ANCHORED TO THE TOP
FILTER FABRIC
OR DITCH LINER
YARD INLET PROTECTION1 N.T.S.REINFORCED SILT FENCE OUTLET4 N.T.S.RIPRAP OUTLET PROTECTION2 N.T.S.
SILT FENCE5 N.T.S.
TEMPORARY WATTLE3 N.T.S.
GRAVEL CONSTRUCTION ENTRANCE7 N.T.S.CHECK DAM6 N.T.S.
SECURE PER
MANUFACTURER'S
RECOMMENDATION
EXISTING / PRPSD
ROADWAY
TEMP. INLET
PROTECTION
EXISTING / PRPSDABC
PROPOSED CURB INLET
EXISTING / PRPSD
ROADWAY
EXIST / PROP
CURB
PLAN W / INLETINLET PROTECTION - STORM BOX CROSS SECTION
EXIST / PROP
CURB INLET
NOTE:
1.INSPECT INLET PROTECTION AND REMOVE SEDIMENT AFTER EACH RAIN EVENT.
GRAVEL SHOULD BE REPLACED AND REPAIRS MADE AS NEEDED.
STANDARD METAL
POSTS 2'-0" IN GROUND
GALVANIZED HARDWARE
WIRE EXTENDS TO THE
TOP OF THE BOX
#57 WASHED STONE PLACED TO
A HEIGHT OF 12"-18" MINIMUM
ABOVE THE TOP OF BOX
MIN.
6" MIN.
6"
25' OR WIDTH OF
100' MIN.
ROADWAYEXISTING
85' MIN.15' MIN.
12" MIN.
NEW CONSTRUCTION
CROSS SECTION
PLAN
PROPOSED STREET
OR DRIVEWAY,
WHICHEVER IS
GREATER.(CLASS 'A' RIP RAP)
COARSE AGGREGATE
2"-3" MIN.
MAINTENANCE NOTES:
1.MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING
THE SITE. MAY REQUIRE PERIODIC TOPDRESSING WITH 2"CH STONE.
2.IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED OR TRACKED ONTO
PUBLIC ROADWAYS..
CONSTRUCTION NOTES:
1.ENTRANCE(S) SHALL BE LOCATED TO PROVIDE MAXIMUM UTILITY BY ALL CONSTRUCTION
VEHICLES.
2.TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE TRUCKS SHALL TO BE PROVIDED.
3.ENTRANCES MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT
FLOW OF MUD ONTO STREETS. PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY.
CONTRACTOR SHALL MAINTAIN AS NECESSARY.
4.ANY MATERIAL WHICH STILL MAKES IT ONTO THE ROAD MUST BE CLEANED UP IMMEDIATELY.
5.FREQUENT CHECKS OF THE ENTRANCE(S) AND TIMELY MAINTENANCE SHALL BE PROVIDED.
6.NOTES ARE APPLICABLE AT ALL POINTS OF INGRESS AND EGRESS UNTIL SITE IS STABILIZED.
EXISTING ROADWAY
16" X12' SIGN
1" BLOCK LETTERS
BLACK LETTERS ON WHITE
BACKGROUND
1/4" BLACK BORDER
ALL WEATHER MEDIA
200' SPACING BETWEEN SIGNS
PLACE SIGN ON ALL TREE PROTECTION
FENCING AND WHERE SILT FENCE
REPLACES TREE PROTECTION FENCING.
TREE PROTECTION AREA SIGNAGE
NATURAL GROUND
BACKFILL TRENCH
AND COMPACT
THOROUGHLY
FILTER FABRIC
WIRE FENCE
STEEL POST
24"
8" MIN UPSLOPE
NATURAL GROUND
PLASTIC WIRE
TIES
24"
8" DOWN &
4" FORWARD
ALONG THE TRENCH KEY IN SILT
FENCE
FABRIC
MIN 10 GA.
LINE WIRES
8'MAX STANDARD STRENGTH FABRIC WITH WIRE FENCE
6' MAX EXTRA STRENGTH FABRIC WITHOUT WIRE FENCE
4' MIN
INSTALLATION SPECIFICATIONS:
1.THE BASE OF BOTH END POSTS SHOULD BE AT LEAST ON FOOT HIGHER THAN THE
MIDDLE OF THE FENCE. CHECK WITH A LEVEL IF NECESSARY.
2.INSTALL POSTS 4 FEET APART IN CRITICAL AREAS AND 6 FEET APART ON STANDARD
APPLICATIONS.
3.INSTALL POSTS 2 FEET DEEP ON THE DOWNSTREAM SIDE OF THE SILT FENCE, AND AS
CLOSE AS POSSIBLE TO THE FABRIC, ENABLING POSTS TO SUPPORT THE FABRIC FROM
UPSTREAM WATER PRESSURE.
4.INSTALL POSTS WITH THE NIPPLES FACING AWAY FROM THE SILT FABRIC.
5.ATTACH THE FABRIC TO EACH POST WITH THREE TIES, ALL SPACED WITHIN THE TOP 8
INCHES OF THE FABRIC. ATTACH EACH TIE DIAGONALLY 45 DEGREES THROUGH THE
FABRIC, WITH EACH PUNCTURE AT LEAST 1 INCH VERTICALLY APART. ALSO, EACH TIE
SHOULD BE POSITIONED TO HANG ON A POST NIPPLE WHEN TIGHTENED TO PREVENT
SAGGING.
6.WRAP APPROXIMATELY 6 INCHES OF FABRIC AROUND THE END POSTS AND SECURE WITH
3 TIES.
7.NO MORE THAN 24 INCHES OF A 36 INCH FABRIC IS ALLOWED ABOVE GROUND LEVEL.
8.THE INSTALLATION SHOULD BE CHECKED AND CORRECTED FOR ANY DEVIATIONS
BEFORE COMPACTION.
9.COMPACTION IS VITALLY IMPORTANT FOR EFFECTIVE RESULTS. COMPACT THE SOIL
IMMEDIATELY NEXT TO THE SILT FENCE WITH THE FRONT WHEEL OF THE TRACTOR, SKID
STEER, OR ROLLER EXERTING AT LEAST 60 POUNDS PER SQUARE INCH. COMPACT THE
UPSTREAM SIDE FIRST, AND THEN EACH SIDE TWICE FOR A TOTAL OF FOUR TRIPS.
10.TREE PROTECTION SIGNS ARE TO BE PLACED EVERY 50-FT AND FENCE MUST REMAIN
UNTIL CLOSEOUT OF PROJECT.
MAINTENANCE:
1.INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE
ANY REQUIRED REPAIRS IMMEDIATELY.
2.SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE, OR
BECOME INEFFECTIVE, REPLACE IT IMMEDIATELY.
3.REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE
VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE
TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
4.REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING
THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA
HAS BEEN PROPERLY STABILIZED.
KEY IN FABRIC 8"
DOWNWARD AND 4"
FORWARD ALONG TRENCH
DO NOT ENTER
TREE PROTECTION AREA
PARA ARBOLES - NO ENTRE
ZONA DE PROTECCION
SILT FENCE FABRIC
INSTALLED TO SECOND
WIRE FROM TOP
TREE PROTECTION AREA
DO NOT ENTER
18" - 24"MIN. 12-1/2 GA.
INTERMEDIATE
WIRES
SILT FENCE KEY-IN DETAIL
DESIGN OF SPILLWAYS
MIN. WEIR LENGTH(FT)4.06.08.010.012.054321(ACRES)DRAINAGE AREA
CLASS 1
SIDE VIEW
NOTES:
FOR STABILIZATION.KEY RIP RAP INTO THE DAM
SEDIMENT STORAGE REQUIRED.EXISTING TOPOGRAPHY AND
HEIGHT AND WIDTH DETERMINED BY
1/2' - 1'
VARIES
EXISTING SLOPE
EXISTING SLOPE
12"- #57 WASHED STONE
TOP ELEV. OF STORMWATER
RIP RAP
VARIES
MAX
1/2'-1'
1
1 VARIESSTEP SEQUENCE
EXISTING SLOPE
FRONT VIEW
KEYED RIP RAP
VARIES#5 WASHED STONE
MAINTENANCE NOTES:
1.INSPECT CHECK PROTECTION WEEKLY AND
AFTER 12" RAINFALL EVENT AND REPAIR
IMMEDIATELY. REMOVE SEDIMENT STRAW,
LIMBS, OR OTHER DEBRIS THAT COULD CLOG
THE CHANNEL WHEN NEEDED.
2.IMMEDIATELY CORRECT ANY DAMAGE
CAUSED BY SUBMERGED AND DEPOSITION
ABOVE THE CHECK DAM AND FROM HIGH
FLOWS AROUND THE EDGES.
3.REMOVE SEDIMENT ACCUMULATED BEHIND
THE DAMS AS NEEDED TO PREVENT DAMAGE
TO CHANNEL VEGETATION, ALLOW THE
CHANNEL TO DRAINTHROUGH THE STONE
CHECK DAM, AND PREVENT LARGE FLOWS
FROM CARRYING SEDIMENT OVER THE DAM.
ADD STONES TO DAMS AS NEEDED TO
MAINTAIN DESIGN HEIGHT AND CROSS
SECTION.
FLUMERR-FLU 10.0 15.0 22 6 B12.0
15"6.5 4.0 5.0
RR-J1 12 3 A15"6.5 4.0 5.0
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL 919.866.4951 FAX 919.833.8124 www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-1652AS SHOWN
S:\333\48772-Benhaven_Parking_Lot\DWG\Sheet\CD\48772-333-C6.0-NTDT.dwg | Plotted on 12/14/2021 11:02 AM | by Garrett FrankDO NOT USE FOR CONSTRUCTION
BENHAVEN PARKING LOT REPAVING2815 OLIVIA ROAD, SANFORD, NC 2733248772
12-13-21
GWF
GWF
FSN O R T H C A R O L I N AP R O F E S S I O N A
LE N G I N E E R
0 3 3 6 1 2N O R T H C A R O L I N AP R O F E S S I O N A
LE N G I N E E RN O R T H C A R O L I N AP R O F E S S I O N A
LE N G I N E E RN O R T H C A R O L I N AP R O F E S S I O N A
LE N G I N E E R
S E A LN O R T H C A R O L I N AP R O F E S S I O N A
LE N G I N E E RN O R T H C A R O L I N AP R O F E S S I O N A
LE N G I N E E RN O R T H C A R O L I N AP R O F E S S I O N A
LE N G I N E E RF R A N C I S S L I N S K Y, I I I12/13/21
FOR REVIEW ONLY
SITE DETAILSC6.6
SUPPORT ROPE
TO WIRE TO
PREVENT SAGGING
SUPPORT POST
24" INTRO BOTTOM
OR SIDE
STAKE TO
SUPPORT WIRE
COIR MESH OR SIMILAR, STAPLED OR
TRENCHED INTO BOTTOM OR SIDE
OUTLET ZONE
NOTES:
1.BAFFLE MATERIAL SHOULD BE SECURED AT THE BOTTOM AND SIDES
USING STAPLES OR BY TRENCHING AS FOR SILT FENCE.
2.MOST OF THE SEDIMENT WILL ACCUMULATE IN THE 1ST BAY,
WHICH SHOULD BE READILY ACCESSIBLE FOR MAINTENANCE.
3.PROVIDE 3 BAFFLES (USE TWO IF LESS THAN 20 FEET IN LENGTH). PROVIDE
5 BAFFLES FOR DRAINAGE AREAS GREATER THAN 10 ACRES.
4.BAFFLE SHALL BE 700 G/M2 COIR EROSION BLANKET.
5.TOPS OF BAFFLES SHOULD BE 2 INCHES LOWER THAN THE TOP OF THE BERMS
6.INSPECT BAFFLES FOR REPAIR ONCE A WEEK AND AFTER EACH RAINFALL
INLET ZONE35% of
basin surface area
1st Cell
25% of basin
surface area
2nd Cell
25% of basin
surface area
15% of
basin surface area
CROSS SECTION
PLAN VIEW
SECTION VIEW AT OPENING
FENCE AND FABRIC
BURIED IN TRENCH
6"X6" TRENCH,
BACKFILLED AND
COMPACTED
2'
STEEL POST
MAINTENANCE
INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED
REPAIRS IMMEDIATELY.
BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BAFFLE COLLAPSE,
TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL TO PROVIDE ADEQUATE STORAGE
VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE BAFFLES. TAKE CARE TO AVOID
UNDERMINING THE FENCE DURING CLEANOUT. SEDIMENT DEPTH SHOULD NEVER EXCEED HALF
THE DESIGNED STORAGE DEPTH.
REMOVE ALL BAFFLE MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO
GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY
STABILIZED.
COIR MESH BAFFLES (NCDENR 6.65)2 N.T.S.
BASIN
NUMBER
DRAIN
AREA(ACRES)
DISTB.
AREA(ACRES)
PEAK
FLOW(CFS)
BASIN SURFACE
AREA(SF)
A
REQUIRED SURFACE
AREA(SF)
BASIN VOLUME
(CF)
REQUIRED BASIN
VOLUME (CF)
SPILLWAY LENGTH
(FT)
SKIMMER
ORIFICE
DIAMETER (IN.)
TOP OF BERM
ELEV.
EMERGENCY SPILLWAY
ELEV.
BOTTOM OF BASIN
ELEV.
SKIMMER
DEWATERING
DEVICE EMERGENCY
SPILLWAY
EMERGENCY
SPILLWAY
ELEVATION
TREATMENT
ZONE
HDPE OUTLET PIPE
SKIMMER
INLET SHALL BE PROTECTED (AS
NEEDED) FROM EROSION WITH
RIPRAP, TARP, MATTING OR
EQUIVALENT.
DIVERSION
DITCH
CROSS SECTION
PLAN VIEW
SEDIMENT
STORAGE
ZONE
VENT
SCREEN
ACCESSIBLE
THROUGH DOOR
FLOAT
BARREL PIPE LONGER THAN SHOWN.
ROCK PAD AT
SKIMMER BASE (FILL
TO TOP OF SEDIMENT
STORAGE)
1.67 1.57 7.88 2,625 2,560 5,516 2,826 8 1.0 330 329 326.5
CONSTRUCTION SEQUENCE
3.46
SIDE SLOPES DEWATERING
TIME
(DAYS)
2:1
ROCK PAD AT
SKIMMER BASE
5' MIN. WIDTH
EMBANKMENT
OUTLET END: CONNECTION
TO OUTLET PIPE, RISER OR DAYLIGHT TO
GRADE AS SHOWN.
FLEXIBLE JOINT
(RADIATOR HOSE)
4' X 8' X 1' THICK RIP RAP
ENERGY
DISSIPATER
SKIMMER SIZE
(IN.)
1.5
MAINTENANCE NOTES:
INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND
AFTER EACH SIGNIFICANT (ONE-HALF INCH OR GREATER)
RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT
AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN
SEDIMENT ACCUMULATES TO ONE-HALF THE HEIGHT OF THE FIRST
BAFFLE. PULL THE SKIMMER TO ONE SIDE SO THAT THE SEDIMENT
UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THE SEDIMENT
FROM THE ENTIRE BASIN, NOT JUST AROUND THE SKIMMER OR
THE FIRST CELL. MAKE SURE VEGETATION GROWING IN THE
BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE SKIMMER.
REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE-ANCHOR THE
BAFFLES IF WATER IS FLOWING UNDERNEATH OR AROUND THEM.
IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN
THE BASIN, USUALLY JERKING ON THE ROPE WILL MAKE THE
SKIMMER BOB UP AND DOWN AND DISLODGE THE DEBRIS AND
RESTORE FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMER
OVER TO THE SIDE OF THE BASIN AND REMOVE THE DEBRIS. ALSO
CHECK THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS
CLOGGED; IF SO REMOVE THE DEBRIS.
IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE
CAN BE REMOVED AND THE OBSTRUCTION CLEARED WITH A
PLUMBER'S SNAKE OR BY FLUSHING WITH WATER. BE SURE AND
REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER.
CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY
REQUIRED REPAIRS WITH FABRIC THAT SPANS THE FULL WIDTH OF
THE SPILLWAY. CHECK THE EMBANKMENT, SPILLWAYS, AND
OUTLET FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT
FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS
IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE
SKIMMER AND POOL AREAS.
FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN.
SOME SPECIAL PRECAUTIONS SHOULD BE TAKEN IN THE WINTER
TO PREVENT THE SKIMMER FROM PLUGGING WITH ICE.
BASIN NOTES:
BASIN SIDES AND WEIR SHALL HAVE MAXIMUM SLOPES OF 2:1 OR FLATTER. DIMENSIONS SHOWN ARE AT WEIR
ELEVATION OF BASIN VOLUMES PROVIDED ARE BASED ON AVAILABLE VOLUME AT THE PRINCIPAL SPILLWAY
INLET SHALL BE PROTECTED (AS
NEEDED) FROM EROSION WITH
RIPRAP, TARP, MATTING OR
EQUIVALENT.
SKIMMER BASIN1 N.T.S.
1.CLEAR, GRUB, AND STRIP THE AREA UNDER THE EMBANKMENT OF ALL VEGETATION AND ROOT MAT. REMOVE ALL SURFACE SOIL CONTAINING HIGH AMOUNTS OF ORGANIC MATTER AND STOCKPILE OR DISPOSE OF IT PROPERLY. HAUL ALL OBJECTIONABLE MATERIAL TO THE DESIGNATED DISPOSAL AREA. PLACE TEMPORARY SEDIMENT CONTROL
MEASURES BELOW BASIN AS NEEDED.
2.ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF ROOTS, WOODY VEGETATION, ORGANIC MATTER, AND OTHER OBJECTIONABLE MATERIAL. PLACE THE FILL IN LIFTS NOT TO EXCEED 9 INCHES, AND MACHINE COMPACT IT. OVER FILL THE EMBANKMENT 6 INCHES TO ALLOW FOR SETTLEMENT.
3.SHAPE THE BASIN TO THE SPECIFIED DIMENSIONS. PREVENT THE SKIMMING DEVICE FROM SETTLING INTO THE MUD BY EXCAVATING A SHALLOW PIT UNDER THE SKIMMER OR PROVIDING A LOW SUPPORT UNDER THE SKIMMER OF STONE OR TIMBER.
4.PLACE THE BARREL (TYPICALLY 4-INCH SCHEDULE 40 PVC PIPE) ON A FIRM, SMOOTH FOUNDATION OF IMPERVIOUS SOIL. DO NOT USE PERVIOUS MATERIAL SUCH AS SAND, GRAVEL, OR CRUSHED STONE AS BACKFILL AROUND THE PIPE. PLACE THE FILL MATERIAL AROUND THE PIPE SPILLWAY IN 4-INCH LAYERS AND COMPACT IT UNDER AND AROUND THE
PIPE TO AT LEAST THE SAME DENSITY AS THE ADJACENT EMBANKMENT. CARE MUST BE TAKEN NOT TO RAISE THE PIPE FROM THE FIRM CONTACT WITH ITS FOUNDATION WHEN COMPACTING UNDER THE PIPE HAUNCHES. PLACE A MINIMUM DEPTH OF 2 FEET OF COMPACTED BACKFILL OVER THE PIPE SPILLWAY BEFORE CROSSING IT WITH
CONSTRUCTION EQUIPMENT. IN NO CASE SHOULD THE PIPE CONDUIT BE INSTALLED BY CUTTING A TRENCH THROUGH THE DAM AFTER THE EMBANKMENT IS COMPLETE.
5.ASSEMBLE THE SKIMMER FOLLOWING THE MANUFACTURERS INSTRUCTIONS, OR AS DESIGNED.
6.LAY THE ASSEMBLED SKIMMER ON THE BOTTOM OF THE BASIN WITH THE FLEXIBLE JOINT AT THE INLET OF THE BARREL PIPE. ATTACH THE FLEXIBLE JOINT TO THE BARREL PIPE AND POSITION THE SKIMMER OVER THE EXCAVATED PIT OR SUPPORT. BE SURE TO ATTACH A ROPE TO THE SKIMMER AND ANCHOR IT TO THE SIDE OF THE BASIN. THIS WILL BE
USED TO PULL THE SKIMMER TO THE SIDE FOR MAINTENANCE.
7.EARTHEN SPILLWAYS--INSTALL THE SPILLWAY IN UNDISTURBED SOIL TO THE GREATEST EXTENT POSSIBLE. THE ACHIEVEMENT OF PLANNED ELEVATIONS, GRADE, DESIGN WIDTH, AND ENTRANCE AND EXIT CHANNEL SLOPES ARE CRITICAL TO THE SUCCESSFUL OPERATION OF THE SPILLWAY. THE SPILLWAY SHOULD BE LINED WITH LAMINATED PLASTIC
OR IMPERMEABLE GEOTEXTILE FABRIC. THE FABRIC MUST BE WIDE AND LONG ENOUGH TO COVER THE BOTTOM AND SIDES AND EXTEND ONTO THE TOP OF THE DAM FOR ANCHORING IN A TRENCH. THE EDGES MAY BE SECURED WITH 8-INCH STAPLES OR PINS. THE FABRIC MUST BE LONG ENOUGH TO EXTEND DOWN THE SLOPE AND EXIT ONTO STABLE
GROUND. THE WIDTH OF THE FABRIC MUST BE ONE PIECE, NOT JOINED OR SPLICED; OTHERWISE WATER CAN GET UNDER THE FABRIC. IF THE LENGTH OF THE FABRIC IS INSUFFICIENT FOR THE ENTIRE LENGTH OF THE SPILLWAY, MULTIPLE SECTIONS, SPANNING THE COMPLETE WIDTH, MAY BE USED. THE UPPER SECTION(S) SHOULD OVERLAP THE
LOWER SECTION(S) SO THAT WATER CANNOT FLOW UNDER THE FABRIC. SECURE THE UPPER EDGE AND SIDES OF THE FABRIC IN A TRENCH WITH STAPLES OR PINS. (ADAPTED FROM “A MANUAL FOR DESIGNING, INSTALLING AND MAINTAINING SKIMMER SEDIMENT BASINS.” FEBRUARY, 1999. J. W. FAIRCLOTH & SON.).
8.INLETS--DISCHARGE WATER INTO THE BASIN IN A MANNER TO PREVENT EROSION. USE TEMPORARY SLOPE DRAINS OR DIVERSIONS WITH OUTLET PROTECTION TO DIVERT SEDIMENT- LADEN WATER TO THE UPPER END OF THE POOL AREA TO IMPROVE BASIN TRAP EFFICIENCY (REFERENCES: RUNOFF CONTROL MEASURES AND OUTLET PROTECTION).
9.EROSION CONTROL--CONSTRUCT THE STRUCTURE SO THAT THE DISTURBED AREA IS MINIMIZED. DIVERT SURFACE WATER AWAY FROM BARE AREAS. COMPLETE THE EMBANKMENT BEFORE THE AREA IS CLEARED. STABILIZE THE EMERGENCY SPILLWAY EMBANKMENT AND ALL OTHER DISTURBED AREAS ABOVE THE CREST OF THE PRINCIPAL SPILLWAY
IMMEDIATELY AFTER CONSTRUCTION (REFERENCES: SURFACE STABILIZATION).
10.INSTALL POROUS BAFFLES AS SPECIFIED IN PRACTICE 6.65
11.AFTER ALL THE SEDIMENT-PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE THE STRUCTURE AND ALL THE UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE ADJOINING AREAS AND STABILIZE PROPERLY (REFERENCES: SURFACE STABILIZATION).
FIL
L
S
L
O
P
E
VAR.
2' - 10'
VAR.
0' - 2'
CROSS SECTIONAL VIEW
2:1
M
A
X
.
2:1 M
A
X.
12"
2' MIN.
12"2:1 MAX.2
:
1
M
A
X
.
DITCH BOTTOM WIDTHRIGHT SLOPE LEFT SLOPEFLOW DEPTH(FT)(H:V)(H:V)(FT)SLOPE(%)TOTAL FLOW(CFS)
A1 1.0 3.7 0 0.41
*SWALES HAVE BEEN DESIGNED USING RAINFALL INTENSITY FOR THE 10-YEAR STORM ACCORDING TO
THE NCDENR EROSION CONTROL MANUAL.
TEMPORARY LINERPERMANENT LINER
NOTES:
1.TEMPORARY DIVERSION DITCH TO BE USED TO INTERCEPT FLOW AND/OR DIVERT TO A
SEDIMENT CONTROL MEASURE OR SCM.
2.SILT SHALL BE REMOVED WHEN DITCH IS ONE-HALF FULL.
3.DITCH SHALL BE RECONSTRUCTED WHEN DAMAGED BY EQUIPMENT OR COVERED BY FILL.
4.STABILIZE DIVERSION DITCH BERM WITH TEMPORARY SEEDING, MULCH WITH TAC,
AND/OR EROSION CONTROL NETTING.
MAINTENANCE
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY
REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY
CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. WHEN THE AREA PROTECTED IS
PERMANENTLY STABILIZED, REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE
NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE IT.
WASTE MATERIAL-COMPACT,
SEED & MULCH AFTER
CONSTRUCTION OF DITCH
DIR
E
C
T
I
O
N
OF
F
L
O
W
CURLED MAT N/A2:1 2:1
TEMPORARY DIVERSION DITCH4 N.T.S.
*NOTE: GRADED SLOPES AND FILLS SHALL BE
PROTECTED WITH A ROLLED EROSION CONTROL
PRODUCT IF COMPLETED OUTSIDE OF THE OPTIMUM
GERMINATION SEASONS, WHEN UNFAVORABLE
WEATHER CONDITIONS PREVENT ESTABLISHMENT
OF VEGETATIVE GROUND COVER.
AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE,
MULCH
MAINTENANCE
SOIL AMENDMENTS
SOFT RED WINTER WHEAT 120
SPECIES RATE (lb/ACRE)
SEEDING MIXTURE
TEMPORARY SEEDINGTS
PERMANENT SEEDINGPS
"COOL SEASON" SEPTEMBER 1 - FEBRUARY 28
SPECIES RATE (lb/ACRE)
"WARM SEASON" MARCH 1 - AUGUST 31
GERMAN, BROWN TOP, 65
OR FOX TAIL MILLET
APPLY 4,000 lb/ACRE STRAW. THE GROUND SHOULD BE COMPLETELY
COVERED WITH NO BARE SPOT LARGER THAN A QUARTER, THEN TACKED
WITH EMULSIFIED ASPHALT. EMULSIFIED ASPHALT SHALL BE APPLIED AT A
RATE HEAVY ENOUGH THAT THE ENTIRE AREA APPEARS BLACK IN COLOR.
FOLLOW RECOMMENDATIONS OF SOIL TEST OR APPLY 2,000LBS/ACRE GROUND
AGRICULTURAL LIMESTONE AND 1,000 LBS/ACRE 10-10-10 FERTILIZER.
PERMANENT SEEDINGS:
CELEBRATION BERMUDA 200 LB/ACRE
SPECIES RATE (lb/ACRE)
"WARM SEASON" MARCH 1 - AUGUST 31
AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RE-SOD, RE-FERTILIZE,
MULCH
MAINTENANCE
SOIL AMENDMENTS
APPLY 4,000 lb/ACRE STRAW. THE GROUND SHOULD BE COMPLETELY
COVERED WITH NO BARE SPOT LARGER THAN A QUARTER, THEN TACKED
WITH EMULSIFIED ASPHALT. EMULSIFIED ASPHALT SHALL BE APPLIED AT A
RATE HEAVY ENOUGH THAT THE ENTIRE AREA APPEARS BLACK IN COLOR.
TILL SOIL TO A DEPTH OF 4". APPLY LIME AT A RATE OF 70 LB PER 100 SF, OR
1.5 TONS PER ACRE. APPLY 10-20-20 FERTILIZER AT A RATE OF 20 LBS PER
1000 SF OR 850 LBS PER ACRE. THE FERTILIZER SHOULD BE EITHER SLOW
TIME RELEASE OR APPLIED IN TWO APPLICATIONS, HALF AT TIME OF
PLANTING AND THE SECOND HALF AFTER PERMANENT SEED GERMINATES.
SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE WHERE LAND-DISTURBING
ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED ACCORDING TO THE
FOLLOWING SCHEDULE:
1.ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES
STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY
OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT
IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY.
2.ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT
STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT
WITHIN 14 CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY.
PROVIDE TEMPORARY SEEDING UNTIL WARM SEASON CELEBRATION BERMUDA
GRASS CAN BE PLANTED. NO ADDITIONAL PAYMENT FOR NEXT SEASON PLANTINGS
"COOL SEASON" SEPTEMBER 1 - FEBRUARY 28
SEEDBED PREPARATION SEQUENCE
1.LOOSEN SUBGRADE TO A MINIMUM DEPT OF 8 INCHES, REMOVE STONES
LARGER THAN 1
2 IN. IN ANY DIMENSION.
2.SPREAD TOPSOIL TO DEPTH REQUIRED TO MEET THICKNESS, GRADES AND
ELEVATIONS SHOWN.
3.REMOVE AND DISPOSE OF EXISTING GRASS, VEGETATION AND TURF. TILL
SURFACE SOIL TO A DEPTH OF AT LEAST 6 INCHES. APPLY REQUIRED SOIL
AMENDMENTS AND INITIAL FERTILIZERS AND MIX THOROUGHLY INTO TOP 4
INCHES OF SOIL. TILL SOIL INTO A HOMOGENOUS MIXTURE OF FINE TEXTURE.
4.GRADE LAWN AND GRASS AREAS TO A SMOOTH, EVEN SURFACE WITH LOOSE,
UNIFORMLY FINE TEXTURE. ROLL AND RAKE, REMOVE RIDGES, FILL
DEPRESSIONS TO MEET FINISH GRADES.
5.PROVIDE SEEDING SCHEDULE
TEMPORARY / PERMANENT SEEDING SCHEDULE
GRASS-LINED CHANNEL
MIN. WIDTH OF TEMP. LINER
Z 1
EXCELSIOR CHANNEL LINER
IN A 6" DEEP TRENCHANCHOR NETTING
NTS
1 Z
EXCELSIOR MAT STAPLE PATTERN4.0'X
X2.0'X
NTS
6.5'
20"
XXX
XX X
XX X
X
X
X
CONSTRUCTION NOTES:
1.INSTALL EXCELSIOR CHANNEL LINING IN ALL SWALES OR AREAS OF
CONCENTRATED STORMWATER FLOW.
2.SEE SPECIFICATIONS FOR TEMP. LINING REQUIREMENTS.
3.PREPARE SOIL BEFORE INSTALLING MATS OR NETS, INCLUDING APPLICATION
OF LIME, FERTILIZER AND SEED.
4.BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE NET OR MAT IN A 6"
DEEP TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
5.ROLL CENTER MAT OR NET IN DIRECTION OF WATER FLOW ON BOTTOM OF
CHANNEL.
6.PLACE MAT OR NET END OVER END (SHINGLE STYLE) WITH A 6" OVERLAP. USE
DOUBLE ROW OF STAGGERED STAPLES 4" APART TO SECURE.
7.FULL LENGTH EDGE OF MAT OR NET AT TOP SIDE SLOPES SHALL BE ANCHORED
IN 6" DEEP TRENCH AFTER STAPLING.
8.MATS OR NETS SHALL BE OVERLAPPED 4" OVER THE CENTER BLANKET AND
STAPLED.
9.THE TERMINAL END OF THE MAT OR NET MUST BE ANCHORED IN A 6" DEEP
TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
MAINTENANCE NOTES:
1.GRASSED-LINED CHANNELS TO BE
INSPECTED WEEKLY AND AFTER EVERY
RAINFALL EVENT, DURING THE
ESTABLISHMENT AND AFTER THE
ESTABLISHMENT PERIOD.
2.IF THE CHANNEL LINING BECOMES
DAMAGED, GULLIED OR WASHED OUT, IT
IS TO BE REPAIRED IMMEDIATELY WITH
NEW CHANNEL LINING AND REGRADING OF
THE CHANNEL IF NECESSARY.
3.REMOVE SEDIMENT ACCUMULATIONS TO
MAINTAIN DESIGNED CARRYING CAPACITY.
4.GRASS TO BE HEALTHY AND IN VIGOROUS
CONDITIONS AT ALL TIMES.
TEMPORARY CHANNEL LINING (EXCELSIOR)N.T.S.
6'
3
3.5 STAPLES/SY
USING 6", 11 GAUGE
WIRE "U" STAPLES.
USE 8" STAPLES FOR
LOOSE SOILS. 9
GAUGE STAPLES OR
HEAVIER IN HARD
OR ROCKY SOILS.
TEMPORARY
LINER
TEMPORARY
LINER
NOTES:
1.ENSURE SOIL COMPACTION REQUIREMENTS ARE MET PRIOR TO SEEDING. MINIMUM COMPACTION REQUIRED IS 95% OF THE STANDARD PROCTOR DENSITY FOR
SLOPES UP TO 5%. MINIMUM COMPACTION REQUIRED IS 90% MAXIMUM DRY DENSITY ELSEWHERE INCLUDING ON SLOPES 4:1 OR STEEPER.
2.PROTECT SEEDED AREAS LESS THAN 3:1 SLOPE/GRADE AGAINST EROSION BY SPREADING STRAW MULCH AFTER COMPLETION OF SEEDING OPERATIONS.
SPREAD UNIFORMLY AT A MINIMUM RATE OF 2 TONS PER ACRE TO FORM A CONTINUOUS BLANKET 1-1/2 INCHES LOOSE DEPTH OVER SEEDED AREAS. SPREAD
BY HAND, BLOWER, OR OTHER SUITABLE EQUIPMENT.
3.INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS AS NEEDED.
4.SATISFACTORY LAWN: SEEDED LAWNS SHALL BE CONSIDERED SATISFACTORY/ACCEPTABLE PROVIDED REQUIREMENTS, INCLUDING MAINTENANCE, HAVE BEEN
MET AND A HEALTHY, UNIFORM, CLOSE STAND OF GRASS IS ESTABLISHED, FREE OF WEEDS, BARE SPOTS EXCEEDING 5 BY 5 INCHES AND SURFACE
IRREGULARITIES.
B 0.78 0.78 3.68 1,289 1,196 3,281 1,404 5 0.75 331.50 330.50 327.5 3.062:11.5
SKIMMER SHALL BE
FAIRCLOTH BRAND OR
APPROVED EQUAL.
A2 4.6 3.4 0 0.73 CURLED MAT N/A2:1 2:1
B1 1.3 2.4 0 0.51 CURLED MAT N/A2:1 2:1
B2 1.5 2.0 0 0.53 CURLED MAT N/A2:1 2:1
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL 919.866.4951 FAX 919.833.8124 www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-1652AS SHOWN
S:\333\48772-Benhaven_Parking_Lot\DWG\Sheet\CD\48772-333-C6.0-NTDT.dwg | Plotted on 12/14/2021 11:03 AM | by Garrett FrankDO NOT USE FOR CONSTRUCTION
BENHAVEN PARKING LOT REPAVING2815 OLIVIA ROAD, SANFORD, NC 2733248772
12-13-21
GWF
GWF
FSN O R T H C A R O L I N AP R O F E S S I O N A
LE N G I N E E R
0 3 3 6 1 2N O R T H C A R O L I N AP R O F E S S I O N A
LE N G I N E E RN O R T H C A R O L I N AP R O F E S S I O N A
LE N G I N E E RN O R T H C A R O L I N AP R O F E S S I O N A
LE N G I N E E R
S E A LN O R T H C A R O L I N AP R O F E S S I O N A
LE N G I N E E RN O R T H C A R O L I N AP R O F E S S I O N A
LE N G I N E E RN O R T H C A R O L I N AP R O F E S S I O N A
LE N G I N E E RF R A N C I S S L I N S K Y, I I I12/13/21
FOR REVIEW ONLY
SITE DETAILSC6.7
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH THE NCG01 CONSTRUCTION
GENERAL PERMIT
IMPLEMENTING THE DETAILS AND SPECIFICATIONS ON THIS PLAN SHEET WILL RESULT IN THE CONSTRUCTION ACTIVITY BEING CONSIDERED
COMPLIANT WITH THE GROUND STABILIZATION AND MATERIALS HANDLING SECTIONS OF THE NCG01 CONSTRUCTION GENERAL PERMIT (SECTIONS E
AND F, RESPECTIVELY). THE PERMITTEE SHALL COMPLY WITH THE EROSION AND SEDIMENT CONTROL PLAN APPROVED BY THE DELEGATED
AUTHORITY HAVING JURISDICTION. ALL DETAILS AND SPECIFICATIONS SHOWN ON THIS SHEET MAY NOT APPLY DEPENDING ON SITE CONDITIONS AND
THE DELEGATED AUTHORITY HAVING JURISDICTION.
GROUND STABILIZATION SPECIFICATION
STABILIZE THE GROUND SUFFICIENTLY SO THAT RAIN WILL NOT DISLODGE THE SOIL. USE ONE OF THE TECHNIQUES IN THE TABLE BELOW:
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1.SELECT FLOCCULANTS THAT ARE APPROPRIATE FOR THE SOILS BEING EXPOSED DURING CONSTRUCTION, SELECTING FROM THE NC DWR
LIST OF APPROVED PAMS/FLOCCULANTS.
2.APPLY FLOCCULANTS AT OR BEFORE THE INLETS TO EROSION AND SEDIMENT CONTROL MEASURES.
3.APPLY FLOCCULANTS AT THE CONCENTRATIONS SPECIFIED IN THE NC DWR LIST OF APPROVED PAMS/FLOCCULANTS AND IN ACCORDANCE
WITH THE MANUFACTURER'S INSTRUCTIONS.
4.PROVIDE PONDING AREA FOR CONTAINMENT OF TREATED STORMWATER BEFORE DISCHARGING OFFSITE.
5.STORE FLOCCULANTS IN LEAK-PROOF CONTAINERS THAT ARE KEPT UNDER STORM-RESISTANT COVER OR SURROUNDED BY SECONDARY
CONTAINMENT STRUCTURES.
HAZARDOUS AND TOXIC WASTE
1.CREATE DESIGNATED HAZARDOUS WASTE COLLECTION AREAS ON-SITE.
2.PLACE HAZARDOUS WASTE CONTAINERS UNDER COVER OR IN SECONDARY CONTAINMENT.
3.DO NOT STORE HAZARDOUS CHEMICALS, DRUMS OR BAGGED MATERIALS DIRECTLY ON THE GROUND.
EQUIPMENT AND VEHICLE MAINTENANCE
1.MAINTAIN VEHICLES AND EQUIPMENT TO PREVENT DISCHARGE OF FLUIDS.
2.PROVIDE DRIP PANS UNDER ANY STORED EQUIPMENT.
3.IDENTIFY LEAKS AND REPAIR AS SOON AS FEASIBLE, OR REMOVE LEAKING EQUIPMENT FROM THE PROJECT.
4.COLLECT ALL SPENT FLUIDS, STORE IN SEPARATE CONTAINERS AND PROPERLY DISPOSE AS HAZARDOUS WASTE (RECYCLE WHEN
POSSIBLE).
5.REMOVE LEAKING VEHICLES AND CONSTRUCTION EQUIPMENT FROM SERVICE UNTIL THE PROBLEM HAS BEEN CORRECTED.
6.BRING USED FUELS, LUBRICANTS, COOLANTS, HYDRAULIC FLUIDS AND OTHER PETROLEUM PRODUCTS TO A RECYCLING OR DISPOSAL
CENTER THAT HANDLES THESE MATERIALS.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1.NEVER BURY OR BURN WASTE. PLACE LITTER AND DEBRIS IN APPROVED WASTE CONTAINERS.
2.PROVIDE A SUFFICIENT NUMBER AND SIZE OF WASTE CONTAINERS (E.G DUMPSTER, TRASH RECEPTACLE) ON SITE TO CONTAIN CONSTRUCTION
AND DOMESTIC WASTES.
3.LOCATE WASTE CONTAINERS AT LEAST 50 FEET AWAY FROM STORM DRAIN INLETS AND SURFACE WATERS UNLESS NO OTHER ALTERNATIVES
ARE REASONABLY AVAILABLE.
4.LOCATE WASTE CONTAINERS ON AREAS THAT DO NOT RECEIVE SUBSTANTIAL AMOUNTS OF RUNOFF FROM UPLAND AREAS AND DOES NOT
DRAIN DIRECTLY TO A STORM DRAIN, STREAM OR WETLAND.
5.COVER WASTE CONTAINERS AT THE END OF EACH WORKDAY AND BEFORE STORM EVENTS OR PROVIDE SECONDARY CONTAINMENT. REPAIR
OR REPLACE DAMAGED WASTE CONTAINERS.
6.ANCHOR ALL LIGHTWEIGHT ITEMS IN WASTE CONTAINERS DURING TIMES OF HIGH WINDS.
7.EMPTY WASTE CONTAINERS AS NEEDED TO PREVENT OVERFLOW. CLEAN UP IMMEDIATELY IF CONTAINERS OVERFLOW.
8.DISPOSE WASTE OFF-SITE AT AN APPROVED DISPOSAL FACILITY.
9.ON BUSINESS DAYS, CLEAN UP AND DISPOSE OF WASTE IN DESIGNATED WASTE CONTAINERS.
PAINT AND OTHER LIQUID WASTE
1.DO NOT DUMP PAINT AND OTHER LIQUID WASTE INTO STORM DRAINS, STREAMS OR WETLANDS.
2.LOCATE PAINT WASHOUTS AT LEAST 50 FEET AWAY FROM STORM DRAIN INLETS AND SURFACE WATERS UNLESS NO OTHER ALTERNATIVES
ARE REASONABLY AVAILABLE.
3.CONTAIN LIQUID WASTES IN A CONTROLLED AREA.
4.CONTAINMENT MUST BE LABELED, SIZED AND PLACED APPROPRIATELY FOR THE NEEDS OF SITE.
5.PREVENT THE DISCHARGE OF SOAPS, SOLVENTS, DETERGENTS AND OTHER LIQUID WASTES FROM CONSTRUCTION SITES.
PORTABLE TOILETS
1.INSTALL PORTABLE TOILETS ON LEVEL GROUND, AT LEAST 50 FEET AWAY FROM STORM DRAINS, STREAMS OR WETLANDS UNLESS THERE IS NO
ALTERNATIVE REASONABLY AVAILABLE. IF 50 FOOT OFFSET IS NOT ATTAINABLE, PROVIDE RELOCATION OF PORTABLE TOILET BEHIND SILT
FENCE OR PLACE ON A GRAVEL PAD AND SURROUND WITH SAND BAGS.
2.PROVIDE STAKING OR ANCHORING OF PORTABLE TOILETS DURING PERIODS OF HIGH WINDS OR IN HIGH FOOT TRAFFIC AREAS.
3.MONITOR PORTABLE TOILETS FOR LEAKING AND PROPERLY DISPOSE OF ANY LEAKED MATERIAL. UTILIZE A LICENSED SANITARY WASTE HAULER
TO REMOVE LEAKING PORTABLE TOILETS AND REPLACE WITH PROPERLY OPERATING UNIT.
HERBICIDES, PESTICIDES AND RODENTICIDES
1.STORE AND APPLY HERBICIDES, PESTICIDES AND RODENTICIDES IN ACCORDANCE WITH LABEL RESTRICTIONS.
2.STORE HERBICIDES, PESTICIDES AND RODENTICIDES IN THEIR ORIGINAL CONTAINERS WITH THE LABEL, WHICH LISTS DIRECTIONS FOR USE,
INGREDIENTS AND FIRST AID STEPS IN CASE OF ACCIDENTAL POISONING.
3.DO NOT STORE HERBICIDES, PESTICIDES AND RODENTICIDES IN AREAS WHERE FLOODING IS POSSIBLE OR WHERE THEY MAY SPILL OR LEAK INTO
WELLS, STORMWATER DRAINS, GROUND WATER OR SURFACE WATER. IF A SPILL OCCURS, CLEAN AREA IMMEDIATELY.
4.DO NOT STOCKPILE THESE MATERIALS ONSITE.
CONCRETE WASHOUTS
1.DO NOT DISCHARGE CONCRETE OR CEMENT SLURRY FROM THE SITE.
2.DISPOSE OF, OR RECYCLE SETTLED, HARDENED CONCRETE RESIDUE IN ACCORDANCE WITH LOCAL AND STATE SOLID WASTE REGULATIONS
AND AT AN APPROVED FACILITY.
3.MANAGE WASHOUT FROM MORTAR MIXERS IN ACCORDANCE WITH THE ABOVE ITEM AND IN ADDITION PLACE THE MIXER AND ASSOCIATED
MATERIALS ON IMPERVIOUS BARRIER AND WITHIN LOT PERIMETER SILT FENCE.
4.INSTALL TEMPORARY CONCRETE WASHOUTS PER LOCAL REQUIREMENTS, WHERE APPLICABLE. IF AN ALTERNATE METHOD OR PRODUCT IS
TO BE USED, CONTACT YOUR APPROVAL AUTHORITY FOR REVIEW AND APPROVAL. IF LOCAL STANDARD DETAILS ARE NOT AVAILABLE, USE
ONE OF THE TWO TYPES OF TEMPORARY CONCRETE WASHOUTS PROVIDED ON THIS DETAIL.
5.DO NOT USE CONCRETE WASHOUTS FOR DEWATERING OR STORING DEFECTIVE CURB OR SIDEWALK SECTIONS. STORMWATER
ACCUMULATED WITHIN THE WASHOUT MAY NOT BE PUMPED INTO OR DISCHARGED TO THE STORM DRAIN SYSTEM OR RECEIVING SURFACE
WATERS. LIQUID WASTE MUST BE PUMPED OUT AND REMOVED FROM PROJECT.
6.LOCATE WASHOUTS AT LEAST 50 FEET FROM STORM DRAIN INLETS AND SURFACE WATERS UNLESS IT CAN BE SHOWN THAT NO OTHER
ALTERNATIVES ARE REASONABLY AVAILABLE. AT A MINIMUM, INSTALL PROTECTION OF STORM DRAIN INLET(S) CLOSEST TO THE WASHOUT
WHICH COULD RECEIVE SPILLS OR OVERFLOW.
7.LOCATE WASHOUTS IN AN EASILY ACCESSIBLE AREA, ON LEVEL GROUND AND INSTALL A STONE ENTRANCE PAD IN FRONT OF THE WASHOUT.
ADDITIONAL CONTROLS MAY BE REQUIRED BY THE APPROVING AUTHORITY.
8.INSTALL AT LEAST ONE SIGN DIRECTING CONCRETE TRUCKS TO THE WASHOUT WITHIN THE PROJECT LIMITS. POST SIGNAGE ON THE
WASHOUT ITSELF TO IDENTIFY THIS LOCATION.
9.REMOVE LEAVINGS FROM THE WASHOUT WHEN AT APPROXIMATELY 75% CAPACITY TO LIMIT OVERFLOW EVENTS. REPLACE THE TARP,
SAND BAGS OR OTHER TEMPORARY STRUCTURAL COMPONENTS WHEN NO LONGER FUNCTIONAL. WHEN UTILIZING ALTERNATIVE OR
PROPRIETARY PRODUCTS, FOLLOW MANUFACTURER'S INSTRUCTIONS.
10.AT THE COMPLETION OF THE CONCRETE WORK, REMOVE REMAINING LEAVINGS AND DISPOSE OF IN AN APPROVED DISPOSAL FACILITY. FILL
PIT, IF APPLICABLE, AND STABILIZE ANY DISTURBANCE CAUSED BY REMOVAL OF WASHOUT.
EARTHEN STOCKPILE MANAGEMENT
1.SHOW STOCKPILE LOCATIONS ON PLANS. LOCATE EARTHEN-MATERIAL STOCKPILE AREAS AT LEAST 50 FEET AWAY FROM STORM DRAIN
INLETS, SEDIMENT BASINS, PERIMETER SEDIMENT CONTROLS AND SURFACE WATERS UNLESS IT CAN BE SHOWN NO OTHER ALTERNATIVES ARE
REASONABLY AVAILABLE.
2.PROTECT STOCKPILE WITH SILT FENCE INSTALLED ALONG TOE OF SLOPE WITH A MINIMUM OFFSET OF FIVE FEET FROM THE TOE OF STOCKPILE.
3.PROVIDE STABLE STONE ACCESS POINT WHEN FEASIBLE.
4.STABILIZE STOCKPILE WITHIN THE TIMEFRAMES PROVIDED ON THIS SHEET AND IN ACCORDANCE WITH THE APPROVED PLAN AND ANY
ADDITIONAL REQUIREMENTS. SOIL STABILIZATION IS DEFINED AS VEGETATIVE, PHYSICAL OR CHEMICAL COVERAGE TECHNIQUES THAT WILL
RESTRAIN ACCELERATED EROSION ON DISTURBED SOILS FOR TEMPORARY OR PERMANENT CONTROL NEEDS.
A
BELOW GRADE WASHOUT STRUCTURE
SECTION A-A
NOT TO SCALE
ABOVE GRADE WASHOUT STRUCTURE
SECTION B-B
B
B
A
BELOW GROUND CONCRETE WASHOUT NOTES:
1. ACTUAL LOCATION DETERMINED IN FIELD
2. THE CONCRETE WASHOUT STRUCTURES SHALL BE
MAINTAINED WHEN
THE LIQUID AND/OR SOLID REACHES 75% OF THE
STRUCTURES CAPACITY.
3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE
CLEARLY MARKED
WITH SIGNAGE NOTING DEVICE.
ABOVE GROUND WASHOUT
STRUCTURE NOTES:
1. ACTUAL LOCATION
DETERMINED IN FIELD
2. THE CONCRETE WASHOUT
STRUCTURES SHALL BE
MAINTAINED WHEN THE LIQUID
AND/OR SOLID REACHES 75% OF
THE STRUCTURES CAPACITY TO
PROVIDE ADEQUATE HOLDING
CAPACITY WITH A MINIMUM 12
INCHES OF FREEBOARD.
3.CONCRETE WASHOUT
STRUCTURE NEEDS TO BE
CLEARY MARKED WITH SIGNAGE
NOTING DEVICE.
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
PLAN
SECTION E: GROUND STABILIZATION
REQUIRED GROUND STABILIZATION TIMEFRAMES
NOTE: AFTER THE PERMANENT CESSATION OF CONSTRUCTION ACTIVITIES, ANY AREAS WITH TEMPORARY GROUND STABILIZATION SHALL BE
CONVERTED TO PERMANENT GROUND STABILIZATION AS SOON AS PRACTICABLE BUT IN NO CASE LONGER THAN 90 CALENDAR DAYS AFTER THE LAST
LAND DISTURBING ACTIVITY. TEMPORARY GROUND STABILIZATION SHALL BE MAINTAINED IN A MANNER TO RENDER THE SURFACE STABLE AGAINST
ACCELERATED EROSION UNTIL PERMANENT GROUND STABILIZATION IS ACHIEVED.
SITE AREA DESCRIPTION TIMEFRAME VARIATIONS
-7 DAYS FOR PERIMETER DIKES, SWALES, DITCHES,
PERIMETER SLOPES AND HQW ZONES
-10 DAYS FOR FALLS LAKE WATERSHED UNLESS THERE IS
ZERO SLOPE
STABILIZE WITHIN THIS MANY
CALENDAR DAYS AFTER CEASING
LAND DISTURBANCE
7 NONE
(A)PERIMETER DIKES, SWALES, DITCHES,
AND PERIMETER SLOPES
(B)HIGH QUALITY WATER (HQW) ZONES
(C)SLOPES STEEPER THAN 3:1 IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT
STEEPER THAN 2:1, 14 DAYS ARE ALLOWED
(D)SLOPES 3:1 TO 4:1
(E)AREAS WITH SLOPES FLATTER THAN 4:1
-7 DAYS FOR SLOPES > 50' IN LENGTH AND WITH SLOPES
STEEPER THAN 4:1
-7 DAYS FOR PERIMETER DIKES, SWALES, DITCHES,
PERIMETER SLOPES AND HQW ZONES
-10 DAYS FOR FALLS LAKE WATERSHED
CLEARLY MARKED
SIGNAGE NOTING
DEVICE (18"X24"MIN)
SILT
FENCE 1:1 SIDE
SLOPE (TYP)
SANDBAGS
(TYP.) OR STAPLES
10 MIL
PLASTIC
LINING
NOT TO SCALE
SANDBAGS (TYP.)
OR STAPLES
HIGH COHESIVE & LOW
FILTRATION SOIL BERM
1:1 SIDE SLOPE (TYP)
10 MIL PLASTIC LINING
TEMPORARY STABILIZATION
·TEMPORARY GRASS SEED COVERED WITH STRAW OR
OTHER MULCHES AND TACKIFIERS
·HYDROSEEDING
·ROLLED EROSION CONTROL PRODUCTS WITH OR
WITHOUT TEMPORARTY GRASS SEED
·APPROPRIATELY APPLIED STRAW OR OTHER MULCH
·PLASTIC SHEETING
PERMANENT STABILIZATION
·PERMANENT GRASS SEED COVERED WITH STRAW OR OTHER
MULCHES AND TACKIFIERS
·GEOTEXTILE FABRICS SUCH AS PERMANENT SOIL
REINFORCEMENT MATTING
·HYDROSEEDING
·SHRUBS OR OTHER PERMANENT PLANTINGS COVERED WITH
MULCH
·UNIFORM AND EVENLY DISTRIBUTED GROUND COVER
SUFFICIENT TO RESTRAIN EROSION
·STRUCTURAL METHODS SUCH AS CONCRETE, ASPHALT OR
RETAINING WALLS
·ROLLED EROSION CONTROL PRODUCTS WITH GRASS SEED
CONCRETE
WASHOUT
NCG01 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19
7
7
14
14
NONE
2-FT MIN. &
3' MAX
SIGNAGE FOR EITHER WASHOUT STRUCTURE
6"
8"
2-FT MIN. &
3' MAX
2-FT
HIGH COHESIVE & LOW
FILTRATION SOIL BERM
SANDBAGS (TYP.)
OR STAPLES
10-FT MIN
10-FT MIN
PLAN
HIGH COHESIVE & LOW
FILTRATION SOIL BERM
SANDBAGS (TYP.)
OR STAPLES
10-FT MIN
10-FT MIN
1.CHISEL ALL CUT GRADED OR COMPACTED AREAS TO A MINIMUM DEPTH OF 8".
2.DISC ALL AREAS TO RECEIVE GRASS TO A MINIMUM OF 8 INCHES, MIX AND AMEND WITH 3 INCHES OF WELL
SCREENED TOPSOIL. ON-SITE TOPSOIL MAY BE USED IN PLACE OF IMPORTED TOPSOIL, IF
WELL-SCREENED AND DRY PRIOR TO APPLICATION IN ACCORDANCE WITH SPECIFICATION SECTION
329000.
3.REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY
SMOOTH AND UNIFORM.
4.APPLY AGRICULTURAL LIME, FERTILIZER, AND PHOSPHATE UNIFORMLY AS PER SPECIFICATIONS AND MIX
WELL WITH SOIL.
5.CONTINUE TILLAGE UNTIL A WELL-PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED TO
A 6 INCHES DEPTH.
6.SEED AT RATE SPECIFIED OR AS NEEDED TO ACHIEVE AND MAINTAIN A THICK HEALTHY GROUND
COVERAGE.
7.MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. BEGIN THOROUGH WATERING OF GRASSED
AREAS IMMEDIATELY UPON INSTALLATION. DO NOT ALLOW GRASSED AREAS TO BECOME EXCESSIVELY
DRY.
8.INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS AS NEEDED.
9.IF CONFLICTS OCCUR BETWEEN WRITTEN SPECIFICATIONS AND THE DRAWINGS, THE WRITTEN
SPECIFICATIONS SHALL PREVAIL.
LIME & FERTILIZATION SCHEDULE
CONCRETE WASHOUT AREAA N.T.S.
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL 919.866.4951 FAX 919.833.8124 www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-1652AS SHOWN
S:\333\48772-Benhaven_Parking_Lot\DWG\Sheet\CD\48772-333-C6.0-NTDT.dwg | Plotted on 12/14/2021 11:03 AM | by Garrett FrankDO NOT USE FOR CONSTRUCTION
BENHAVEN PARKING LOT REPAVING2815 OLIVIA ROAD, SANFORD, NC 2733248772
12-13-21
GWF
GWF
FSN O R T H C A R O L I N AP R O F E S S I O N A
LE N G I N E E R
0 3 3 6 1 2N O R T H C A R O L I N AP R O F E S S I O N A
LE N G I N E E RN O R T H C A R O L I N AP R O F E S S I O N A
LE N G I N E E RN O R T H C A R O L I N AP R O F E S S I O N A
LE N G I N E E R
S E A LN O R T H C A R O L I N AP R O F E S S I O N A
LE N G I N E E RN O R T H C A R O L I N AP R O F E S S I O N A
LE N G I N E E RN O R T H C A R O L I N AP R O F E S S I O N A
LE N G I N E E RF R A N C I S S L I N S K Y, I I I12/13/21
FOR REVIEW ONLY
NCG01 GROUND STABILIZATION AND MATERIALS HANDLINGC6.8
PART III
SELF-INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF-INSPECTION
SELF-INSPECTIONS ARE REQUIRED DURING NORMAL BUSINESS HOURS IN ACCORDANCE WITH THE TABLE BELOW. WHEN ADVERSE WEATHER OR SITE
CONDITIONS WOULD CAUSE THE SAFETY OF THE INSPECTION PERSONNEL TO BE IN JEOPARDY, THE INSPECTION MAY BE DELAYED UNTIL THE NEXT
BUSINESS DAY ON WHICH IT IS SAFE TO PERFORM THE INSPECTION. IN ADDITION, WHEN A STORM EVENT OF EQUAL TO OR GREATER THAN 1.0 INCH
OCCURS OUTSIDE OF NORMAL BUSINESS HOURS, THE SELF-INSPECTION SHALL BE PERFORMED UPON THE COMMENCEMENT OF THE NEXT BUSINESS
DAY. ANY TIME WHEN INSPECTIONS WERE DELAYED SHALL BE NOTED IN THE INSPECTION RECORD.
NOTE: THE RAIN INSPECTION RESETS THE REQUIRED 7 CALENDAR DAY INSPECTION REQUIREMENT.
PART III
SELF-INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1.E&SC PLAN DOCUMENTATION
THE APPROVED E&SC PLAN AS WELL AS ANY APPROVED DEVIATION SHALL BE KEPT ON THE SITE. THE APPROVED E&SC PLAN MUST BE KEPT
UP-TO-DATE THROUGHOUT THE COVERAGE UNDER THIS PERMIT. THE FOLLOWING ITEMS PERTAINING TO THE E&SC PLAN SHALL BE KEPT ON SITE
AND AVAILABLE FOR INSPECTION AT ALL TIMES DURING NORMAL BUSINESS HOURS.
2. ADDITIONAL DOCUMENTATION TO BE KEPT ON SITE
IN ADDITION TO THE E&SC PLAN DOCUMENTS ABOVE, THE FOLLOWING ITEMS SHALL BE KEPT ON THE
SITE AND AVAILABLE FOR INSPECTORS AT ALL TIMES DURING NORMAL BUSINESS HOURS, UNLESS THE
DIVISION PROVIDES A SITE-SPECIFIC EXEMPTION BASED ON UNIQUE SITE CONDITIONS THAT MAKE
THIS REQUIREMENT NOT PRACTICAL:
(a)THIS GENERAL PERMIT AS WELL AS THE CERTIFICATE OF COVERAGE, AFTER IT IS RECEIVED.
(b)RECORDS OF INSPECTIONS MADE DURING THE PREVIOUS TWELVE MONTHS. THE PERMITTEE SHALL RECORD
THE REQUIRED OBSERVATIONS ON THE INSPECTION RECORD FORM PROVIDED BY THE DIVISION OR A SIMILAR
INSPECTION FORM THAT INCLUDES ALL THE REQUIRED ELEMENTS. USE OF ELECTRONICALLY-AVAILABLE
RECORDS IN LIEU OF THE REQUIRED PAPER COPIES WILL BE ALLOWED IF SHOWN TO PROVIDE EQUAL ACCESS
AND UTILITY AS THE HARD-COPY RECORDS.
PART III
SELF-INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1.OCCURRENCES THAT MUST BE REPORTED
PERMITTEES SHALL REPORT THE FOLLOWING OCCURRENCES:
(a)VISIBLE SEDIMENT DEPOSITION IN A STREAM OR WETLAND.
(b)OIL SPILLS IF:
·THEY ARE 25 GALLONS OR MORE,
·THEY ARE LESS THAN 25 GALLONS BUT CANNOT BE CLEANED UP WITHIN 24 HOURS,
·THEY CAUSE SHEEN ON SURFACE WATERS (REGARDLESS OF VOLUME), OR
·THEY ARE WITHIN 100 FEET OF SURFACE WATERS (REGARDLESS OF VOLUME).
(C) RELEASES OF HAZARDOUS SUBSTANCES IN EXCESS OF REPORTABLE QUANTITIES UNDER SECTION 311 OF THE CLEAN WATER ACT (REF: 40 CFR
110.3 AND 40 CFR 117.3) OR SECTION 102 OF CERCLA (REF: 40 CFR 302.4) OR G.S. 143-215.85.
(d)ANTICIPATED BYPASSES AND UNANTICIPATED BYPASSES.
(e)NONCOMPLIANCE WITH THE CONDITIONS OF THIS PERMIT THAT MAY ENDANGER HEALTH OR THE ENVIRONMENT.
2.REPORTING TIMEFRAMES AND OTHER REQUIREMENTS
AFTER A PERMITTEE BECOMES AWARE OF AN OCCURRENCE THAT MUST BE REPORTED, HE SHALL CONTACT THE APPROPRIATE DIVISION REGIONAL
OFFICE WITHIN THE TIMEFRAMES AND IN ACCORDANCE WITH THE OTHER REQUIREMENTS LISTED BELOW. OCCURRENCES OUTSIDE NORMAL
BUSINESS HOURS MAY ALSO BE REPORTED TO THE DEPARTMENT'S ENVIRONMENTAL EMERGENCY CENTER PERSONNEL AT (800) 858-0368.
3. DOCUMENTATION TO BE RETAINED FOR THREE YEARS
ALL DATA USED TO COMPLETE THE E-NOI AND ALL INSPECTION RECORDS SHALL BE MAINTAINED FOR A PERIOD
OF THREE YEARS AFTER PROJECT COMPLETION AND MADE AVAILABLE UPON REQUEST. [40 CFR 122.41]
PART II, SECTION G, ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
SEDIMENT BASINS AND TRAPS THAT RECEIVE RUNOFF FROM DRAINAGE AREAS OF ONE ACRE OR MORE SHALL USE OUTLET STRUCTURES THAT WITHDRAW WATER FROM THE SURFACE WHEN THESE DEVICES NEED TO BE DRAWN DOWN FOR MAINTENANCE OR CLOSE OUT UNLESS
THIS IS INFEASIBLE. THE CIRCUMSTANCES IN WHICH IT IS NOT FEASIBLE TO WITHDRAW WATER FROM THE SURFACE SHALL BE RARE (FOR EXAMPLE, TIMES WITH EXTENDED COLD WEATHER). NON-SURFACE WITHDRAWALS FROM SEDIMENT BASINS SHALL BE ALLOWED ONLY WHEN
ALL OF THE FOLLOWING CRITERIA HAVE BEEN MET:
(a)THE E&SC PLAN AUTHORITY HAS BEEN PROVIDED WITH DOCUMENTATION OF THE NON-SURFACE WITHDRAWAL AND THE SPECIFIC TIME PERIODS OR CONDITIONS IN WHICH IT WILL OCCUR. THE NON-SURFACE WITHDRAWAL
SHALL NOT COMMENCE UNTIL THE E&SC PLAN AUTHORITY HAS APPROVED THESE ITEMS,
(b)THE NON-SURFACE WITHDRAWAL HAS BEEN REPORTED AS AN ANTICIPATED BYPASS IN ACCORDANCE WITH PART III, SECTION C, ITEM (2)(C) AND (D) OF THIS PERMIT,
(c)DEWATERING DISCHARGES ARE TREATED WITH CONTROLS TO MINIMIZE DISCHARGES OF POLLUTANTS FROM STORMWATER THAT IS REMOVED FROM THE SEDIMENT BASIN. EXAMPLES OF APPROPRIATE CONTROLS INCLUDE
PROPERLY SITED, DESIGNED AND MAINTAINED DEWATERING TANKS, WEIR TANKS, AND FILTRATION SYSTEMS,
(d)VEGETATED, UPLAND AREAS OF THE SITES OR A PROPERLY DESIGNED STONE PAD IS USED TO THE EXTENT FEASIBLE AT THE OUTLET OF THE DEWATERING TREATMENT DEVICES DESCRIBED IN ITEM (C) ABOVE,
(e)VELOCITY DISSIPATION DEVICES SUCH AS CHECK DAMS, SEDIMENT TRAPS, AND RIPRAP ARE PROVIDED AT THE DISCHARGE POINTS OF ALL DEWATERING DEVICES, AND
(f)SEDIMENT REMOVED FROM THE DEWATERING TREATMENT DEVICES DESCRIBED IN ITEM (C) ABOVE IS DISPOSED OF IN A MANNER THAT DOES NOT CAUSE DEPOSITION OF SEDIMENT INTO WATERS OF THE UNITED STATES.
REQUIRED GROUND STABILIZATION TIMEFRAMES
INSPECT TIMEFRAME VARIATIONS
IF THE STREAM OR WETLAND HAS INCREASED VISIBLE
SEDIMENTATION OR A STREAM HAS VISIBLE INCREASED TURBIDITY
FROM THE CONSTRUCTION ACTIVITY, THEN A RECORD OF THE
FOLLOWING SHALL BE MADE:
1.DESCRIPTION, EVIDENCE AND DATE OF CORRECTIVE ACTIONS
TAKEN, AND
2.RECORDS OF THE REQUIRED REPORTS TO THE APPROPRIATE
DIVISION REGIOINAL OFFICE PER PART III, SECTION C, ITEM
(2)(A) OF THIS PERMIT.
FREQUENCY (DURING NORMAL
BUSINESS HOURS)
DAILY
AT LEAST ONCE PER 7
CALENDAR DAYS
AND WITHIN 24 HOURS OF A
RAIN EVENT
≥ 1.0 INCH IN 24 HOURS
DAILY RAINFALL AMOUNTS.
IF NO DAILY RAIN GAUGE OBSERVATIONS ARE MADE DURING
WEEKEND OR HOLIDAY PERIODS, AND NO INDIVIDUAL-DAY
RAINFALL INFORMATION IS AVAILABLE, RECORD THE
CUMULATIVE RAIN MEASUREMENT FOR THOSE UNATTENDED
DAYS (AND THIS WILL DETERMINE IF A SITE INSPECTION IS
NEEDED). DAYS ON WHICH NO RAINFALL OCCURRED SHALL BE
RECORDED AS "ZERO." THE PERMITTEE MAY USE ANOTHER
RAIN-MONITERING DEVICE APPROVED BY THE DIVISION.
1.IDENTIFICATION OF THE MEASURES INSPECTED,
2.DATE AND TIME OF THE INSPECTION,
3.NAME OF THE PERSON PERFORMING THE INSPECTION
4.INDICATION OF WEATHER THE MEASURES WERE
OPERATING PROPERLY
5.DESCRIPTION OF MAINTENANCE NEEDS FOR THE
MEASURE
6.DESCRIPTION, EVIDENCE, AND DATE OF CORRECTIVE
ACTIONS TAKEN.
(1)RAIN GAUGE
MAINTAINED IN
GOOD WORKING
ORDER
(2)E&SC MEASURES
(3)STORMWATER DISCHARGE
OUTFALLS (SDOS)
(4)PERIMETER OF SITE
(5)STREAMS OR WETLANDS
ON SITE OR OFFSITE
(WHERE ACCESSIBLE)
IF VISIBLE SEDIMENTATION IS FOUND OUTSIDE SITE LIMITS, THEN A
RECORD OF THE FOLLOWING SHALL BE MADE:
1.ACTIONS TAKEN TO CLEAN UP OR STABILIZE THE SEDIMENT THAT
HAS LEFT THE SITE LIMITS
2.DESCRIPTION, EVIDENCE, AND DATE OF CORRECTIVE ACTIONS
TAKEN, AND
3.AN EXPLANATION AS TO THE ACTIONS TAKEN TO CONTROL
FUTURE RELEASES.
(6)GROUND STABILIZATION
MEASURES
AFTER EACH PHASE OF
GRADING
AT LEAST ONCE PER 7
CALENDAR DAYS AND WITHIN
24 HOURS OF A RAIN EVENT ≥
1.0 INCH IN 24 HOURS
AT LEAST ONCE PER 7
CALENDAR DAYS
AND WITHIN 24 HOURS OF A
RAIN EVENT
≥ 1.0 INCH IN 24 HOURS
AT LEAST ONCE PER 7
CALENDAR DAYS
AND WITHIN 24 HOURS OF A
RAIN EVENT
≥ 1.0 INCH IN 24 HOURS
1.IDENTIFICATION OF THE MEASURES INSPECTED,
2.DATE AND TIME OF THE INSPECTION,
3.NAME OF THE PERSON PERFORMING THE INSPECTION
4.EVIDENCE OF INDICATORS OF STORMWATER POLLUTION
SUCH AS OIL SHEEN, FLOATING OR SUSPENDED SOLIDS
OR DISCOLORATION.
5.INDICATION OF VISIBLE SEDIMENT LEAVING THE SITE
6.DESCRIPTION, EVIDENCE, AND DATE OF CORRECTIVE
ACTIONS TAKEN.
1.THE PHASE OF GRADING (INSTALLATION OF PERIMETER
E&SC MEASURES, CLEARING AND GRUBBING, INSTALLATION
OF STORM DRAINAGE FACILITIES, COMPLETION OF ALL
LAND-DISTURBING ACTIVITY, CONSTRUCTION OR
REDEVELOPMENT, PERMANENT GROUND COVER).
2.DOCUMENTATION THAT THE REQUIRED GROUND
STABILIZATION MEASURES HAVE BEEN PROVIDED WITHIN
THE REQUIRED TIMEFRAME OR AN ASSURANCE THAT THEY
WILL BE PROVIDED AS SOON AS POSSIBLE
(A)EACH E&SC MEASURE HAS BEEN
INSTALLED AND DOES NOT
SIGNIFICANTLY DEVIATE FROM THE
LOCATIONS, DIMENSIONS, AND
RELATIVE ELEVATIONS SHOWN ON THE
APPROVED E&SC PLAN.
(B)A PHASE OF GRADING HAS BEEN
COMPLETED
(C)GROUND COVER IS LOCATED AND
INSTALLED IN ACCORDANCE WITH
THE APPROVED E&SC PLAN.
(D)THE MAINTENANCE AND REPAIR
REQUIREMENTS FOR ALL E&SC
MEASURES HAVE BEEN
PERFORMED
(E)CORRECTIVE ACTIONS HAVE
BEEN TAKEN TO E&SC
MEASURES
INITIAL AND DATE EACH E&SC MEASURE ON A COPY OF THE APPROVED E&SC PLAN
OR COMPLETE, DATE AND SIGN AN INSPECTION REPORT THAT LISTS EACH E&SC
MEASURE SHOWN ON THE APPROVED E&SC PLAN. THIS DOCUMENTATION IS
REQUIRED UPON THE INITIAL INSTALLATION OF THE E&SC MEASURES OR IF THE
E&SC MEASURES ARE MODIFIED AFTER INITIAL INSTALLATION.
INITIAL AND DATE A COPY OF THE APPROVED E&SC PLAN OR COMPLETE, DATE AND
SIGN AN INSPECTION REPORT TO INDICATE COMPLETION OF THE CONSTRUCTION
PHASE
INITIAL AND DATE A COPY OF THE APPROVED E&SC PLAN OR COMPLETE, DATE AND
SIGN AN INSPECTION REPORT TO INDICATE COMPLIANCE WITH APPROVED GROUND
COVER SPECIFICATIONS
COMPLETE, DATE AND SIGN AN INSPECTION REPORT
INITIAL AND DATE A COPY OF THE APPROVED E&SC PLAN OR COMPLETE, DATE AND
SIGN AN INSPECTION REPORT TO INDICATE THE COMPLETION OF THE CORRECTIVE
ACTION
(A)VISIBLE SEDIMENT
DEPOSITION IN A STREAM
OR WETLAND
(B)OIL SPILLS AND RELEASE OF
HAZARDOUS SUBSTANCES PER
ITEM 1 (B)-(C) ABOVE
(C)ANTICIPATED BYPASSES [40
CFR 122.41(M)(3)]
(D)UNANTICIPATED BYPASSES [40
CFR 122.41(M)(3)]
(E)NONCOMPLIANCE WITH THE
CONDITIONS OF THIS PERMIT
THAT MAY ENDANGER HEALTH OR
THE ENVIRONMENT [40 CFR
122.41 (I)(7)]
·WITHIN 24 HOURS, AN ORAL OR ELECTRONIC NOTIFICATION
·WITHIN 7 CALENDAR DAYS, A REPORT THAT CONTAINS A DESCRIPTION OF THE
SEDIMENT AND ACTIONS TAKEN TO ADDRESS THE CAUSE OF THE DEPOSITION.
DIVISION STAFF MAY WAIVE THE REQUIREMENT FOR A WRITTEN REPORT ON A
CASE-BY-CASE BASIS.
·IF THE STREAM IS NAMED ON THE NC 303(D) LIST AS IMPAIRED FOR SEDIMENT
RELATED CAUSES, THE PERMITTEE MAY BE REQUIRED TO PERFORM ADDITIONAL
MONITERING, INSPECTIONS, OR APPLY MORE STRINGENT PRACTICES IF STAFF
DETERMINE THAT ADDITIONAL REQUIREMENTS ARE NEEDED TO ASSURE
COMPLIANCE WITH THE FEDERAL OR STATE IMPAIRED-WATERS CONDITIONS
·WITHIN 24 HOURS, AN ORAL OR ELECTRONIC NOTIFICATION. THE NOTIFICATION
SHALL INCLUDE INFORMATION ABOUT THE DATE, TIME, NATURE, VOLUME, AND
LOCATION OF THE SPILL OR RELEASE
·A REPORT AT LEAST TEN DAYS BEFORE THE DATE OF THE BYPASS, IF POSSIBLE. THE
REPORT SHALL INCLUDE AN EVALUATION OF THE ANTICIPATED QUALITY AND EFFECT
OF THE BYPASS
·WITHIN 24 HOURS, AN ORAL OR ELECTRONIC NOTIFICATION
·WITHIN 7 CALENDAR DAYS, A REPORT THAT INCLUDES AN EVALUATION OF THE
QUALITY AND EFFECT OF THE BYPASS
·WITHIN 24 HOURS, AN ORAL OR ELECTRONIC NOTIFICATION
·WITHIN 7 CALENDAR DAYS, A REPORT THAT CONTAINS A DESCRIPTION OF THE
NONCOMPLIANCE, AND ITS CAUSES; THE PERIOD OF NONCOMPLIANCE, INCLUDING
EXACT DATES AND TIMES, AND IF THE NONCOMPLIANCE HAS NOT BEEN CORRECTED,
THE ANTICIPATED TIME NONCOMPLIANCE IS EXPECTED TO CONTINUE; AND STEPS
TAKEN OR PLANNED TO REDUCE, ELIMINATE, AND PREVENT REOCCURRENCE OF THE
NONCOMPLIANCE. [40 CFR 122.41(I)(6).
·DIVISION STAFF MAY WAIVE THE REQUIREMENT FOR A WRITTEN REPORT ON A CASE
BY CASE BASIS
NCG01 SELF-INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19
OCCURRENCE REPORTING TIMEFRAMES (AFTER DISCOVERY) AND OTHER REQUIREMENTS
OCCURRENCE DOCUMENTATION REQUIREMENTS
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL 919.866.4951 FAX 919.833.8124 www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-1652AS SHOWN
S:\333\48772-Benhaven_Parking_Lot\DWG\Sheet\CD\48772-333-C6.0-NTDT.dwg | Plotted on 12/14/2021 11:03 AM | by Garrett FrankDO NOT USE FOR CONSTRUCTION
BENHAVEN PARKING LOT REPAVING2815 OLIVIA ROAD, SANFORD, NC 2733248772
12-13-21
GWF
GWF
FSN O R T H C A R O L I N AP R O F E S S I O N A
LE N G I N E E R
0 3 3 6 1 2N O R T H C A R O L I N AP R O F E S S I O N A
LE N G I N E E RN O R T H C A R O L I N AP R O F E S S I O N A
LE N G I N E E RN O R T H C A R O L I N AP R O F E S S I O N A
LE N G I N E E R
S E A LN O R T H C A R O L I N AP R O F E S S I O N A
LE N G I N E E RN O R T H C A R O L I N AP R O F E S S I O N A
LE N G I N E E RN O R T H C A R O L I N AP R O F E S S I O N A
LE N G I N E E RF R A N C I S S L I N S K Y, I I I12/13/21
FOR REVIEW ONLY
NCG01 SELF-INSPECTION, RECORDKEEPING, AND REPORTINGC6.9
32
5
3
2
43263
2
7
32732832933
1
OHP
XXXX
TREE LINE
(TYP.)
(3) AB
(12) UA
15-FT LANDSCAPE
BUFFER
(63 LF)
SEED
(23) BS
WW2" TYPE 'K'
COPPER
S
5-FT SEPARATION
T
TP 1X2
S S
OHP
OHP
OHP
OHP
OHP
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OHPOHP OHPOHTOHTO
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SANSANSANWV UGTUGTUGTUGTUFO
UFO
UFO
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W
W
W
W
W
W
W
X
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WWWW
OHP
OHP
OHP
OHP
OHP
OHP
OHP OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
EX. COVERED BREEZEWAY
EX. 2-STORY
BRICK
SCHOOL BUILDING
FFE:335.26
EX. 1 STORY BRICK
SCHOOL BUILDING
FFE:332.35
EX. 2 STORY GYM
EX. 1 STORY BRICK
SCHOOL BUILDINGSEPTIC
TANK
FOUND NAIL @
BASE OF PIPE
JOHN C. COUGHLIN and
wife BARBARA E. COUGHLIN
PIN: 9578-16-5198.000
PID: 03958701 0592
DB 3533 PG 202
MB 2012 PG 565
CP
CP
30.
2
5
'
30'
30'
EX. 18"
PINE
EX. 8"
DOGWOOD
CON MON MARKING
WATER LINE/VALVE
1.47' NORTH OF LINE
(FOR REFERENCE ONLY)EX. DOMESTIC SERVICE(2" COPPER)EX. 1 STORY
BRICK SHED
EX. 1 STORY BRICK
SCHOOL BUILDING
EX. CONCRETE
EX. WATER METER
(1.5 x 2.5)
EX. FHA
EX. COVERED AWNING
EX. 1-STORY
BRICK
SCHOOL BUILDING
OLIVI
A
R
O
A
D
NCSR
1
2
0
5
60' P
U
B
L
I
C
R
/
W
FFE: 328.07
FFE: 332.07
FFE: 332.41
FFE: 332.32
HARNETT COUNTY
PIN: 9578-15-9577.000
PID: 039578 9000
DB 3746 PG 0986
(ALL DEEDS NOT LISTED)
EX. STAIRS
EX. STAIRS
EX. 1" PVCBENHAVEN SCHOOL ROADNCSR 120360' PUBLIC R/WRIGHT-OF-WAY AREA
AREA = 12,721 SQ FT
or 0.292 ACRE
EX. UTILITY
POLE
w/ GUY
WIRES (TYP.)
EX. 18" RCP
EX. SEPTIC
FIELD / GRASS
AREA
EX. WATER VALVE
(1.5 x 2.5)EX. GRAVELEX. GRAVELEX.
LAWN
EX. LAWN
EX. LAWN
EX. LAWN
EX. LAWN XXX
XOHP MKF
X
X
X
X
X OHPOHPOHP
OHP
T
UFO
UFO
UFO
EX. 31" PINE RDRD
RD
XXXXXX
X
X
X
X
X
X
X
X
X
XXXXXX
X
X
X
X X X
X
X
XXXXXX
X
X
XX
X X
X
TREE LINE
(TYP.)
TREE LINE
(TYP.)
(5) QP
(4) CF
(2) QS
(4) QS
(2) AF
(1) AL
(1) AL
(2) AF
(3) AF
(2) AF
(7) AB
(12) IC
(10) CM
(7) IC
(8) CM
(10) LR(12) IC
(13) CM
(11) LR
(12) IC
(12) CM
(12) IC
(6) LR
(10) CM
(10) LR
(10) CM
(10) LR
(10) IC
(11) AG
(2) LR
(2) LR
(4) LR
(4) LR
(2) LS
(3) BM
(3) BM
(2) LS
(4) BM
(4) LS
(2) LS
(3) BM
(10) LS
(9) LS
(38) AJ
(59) DM
15-FT LANDSCAPE
BUFFER
15-FT LANDSCAPE
BUFFER
15-FT LANDSCAPE
BUFFER
15-FT LANDSCAPE
BUFFER
15-FT LANDSCAPE
BUFFER
15-FT LANDSCAPE
BUFFER
(219 LF)
181 LF)
(256 LF)
(226 LF)
15-FT LANDSCAPE
BUFFER
(152 LF)
(44 LF)
(441 LF)
(13) IC
(6) CM
(4) CM
(1) UA
(1) QP
(3) UA
(4) QP
APPROXIMATE ALT #4A
LANDSCAPE PLANTINGS
(SEE SEPARATE SCHEDULE)
APPROXIMATE ALT #3
LANDSCAPE PLANTINGS
(SEE SEPARATE SCHEDULE)
APPROXIMATE ALT #3
LANDSCAPE PLANTINGS
(SEE SEPARATE SCHEDULE)
(1) QS
(1) AL
(1) AL
(1) AL
(1) CF
(7) IC
MULCH FROM FENCE TO
PROPERTY LINE FOR
ENTIRE FRONTAGE
ALT #3 : MULCH FROM
FENCE TO PROPERTY LINE
FOR ENTIRE FRONTAGE
ALT #4A : MULCH FROM
FENCE TO PROPERTY LINE
FOR ENTIRE FRONTAGE
BASE BID: MULCH 10-FT WIDTH
ALONG LANDSCAPE BUFFER.
ALT#4B: MULCH FROM FENCE TO
PROPERTY LINE ALONG BUFFER
MULCH INTERNAL
LANDSCAPE ISLAND
(TYP.)
SEED
SEED
SEED
SEED
SEED
SEED
SEED
SEED
SEED
SEED
(ALT 4A)
SEED SEED
SEED
SEED
BASE BID: SEED AND STAW
CENTER ISLAND
ALT #1: MULCH CENTER ISLAND
WITH DOUBLE SHREDDED
HARDWOOD MULCH
(3) AL
(5) AL
332OHP
OHP
OHP
OHP
X
X
X XX
X
X XTREE LINE
(TYP.)
(5) CF
(10) CM
(10) LR
(12) IC
APPROXIMATE ALT #3
LANDSCAPE PLANTINGS
(SEE SEPARATE SCHEDULE)
SEED
(3) TH
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL 919.866.4951 FAX 919.833.8124 www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-1652AS SHOWN
S:\333\48772-Benhaven_Parking_Lot\DWG\Sheet\CD\48772-333-L1.0-PLNT.dwg | Plotted on 12/14/2021 11:05 AM | by Garrett FrankDO NOT USE FOR CONSTRUCTION
BENHAVEN PARKING LOT REPAVING2815 OLIVIA ROAD, SANFORD, NC 2733248772
12-13-21
GWF
GWF
FSN O R T H C A R O L I
N AP R O F E S S I O N A LE N G I N E E R
0 3 3 6 1 2N O R T H C A R O L I
N AP R O F E S S I O N A LE N G I N E E RN O R T H C A R O L I
N AP R O F E S S I O N A LE N G I N E E RN O R T H C A R O L I
N AP R O F E S S I O N A LE N G I N E E R
S E A LN O R T H C A R O L I
N AP R O F E S S I O N A LE N G I N E E RN O R T H C A R O L I
N AP R O F E S S I O N A LE N G I N E E RN O R T H C A R O L I
N AP R O F E S S I O N A LE N G I N E E RF R
A N C I S S L I N S K Y, I I I12/13/21
FOR REVIEW ONLY
LANDSCAPE PLANL1.0NAD 830
SCALE 1"=30'
60'30'
INSET 'D' - SEE ABOVE
(BASE BID)
INSET 'C' - SEE
LEFT (ALT #3)
INSET 'C' - SEE RIGHT (ALTERNATE #3)
MATCH LINE
INSET 'D' - SEE BELOW (BASE BID)
MATCH LINE
TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT
AB 10 ACER BUERGERIANUM 'AERYN'AERYN TRIDENT MAPLE 2.5" CAL.B&B
AF 9 ACER X FREEMANII FREEMAN MAPLE 2.5" CAL.B&B
QP 3 QUERCUS PHELLOS WILLOW OAK 2.5" CAL.B&B
QS 7 QUERCUS SHUMARDII SHUMARD OAK 2.5" CAL.B&B
UA 12 ULMUS AMERICANA `PRINCETON`PRINCETON AMERICAN ELM 2.5" CAL.B&B
UNDERSTORY TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT
AL 8 AMELANCHIER LAEVIS ALLEGHENY SERVICEBERRY 2" CAL.B&B
CF 1 CORNUS FLORIDA `CHEROKEE PRINCESS`CHEROKEE PRINCESS DOGWOOD 2" CAL.B&B
SHRUBS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT
AG 11 ABELIA X GRANDIFLORA GLOSSY ABELIA 24" HT./SPRD.
AJ 38 AUCUBA JAPONICA JAPANESE LAUREL 24" HT./SPRD.
BM 13 BUXUS MICROPHYLLA 'WINTERGREEN'WINTERGREEN BOXWOOD 24" HT./SPRD.
BS 23 BUXUS SEMPERVIRENS COMMON BOXWOOD 24" HT./SPRD.
CM 13 CAMELLIA JAPONICA ' JC RAULSTON'JC RAULSTON CAMELLIA 24" HT./SPRD.
DM 59 DISTYLIUM MYRICOIDES 'ATHEN'S TOWER'ATHEN'S TOWER DISTYLIUM 24" HT./SPRD.
IC 17 ILEX CRENATA 'CHESAPEAKE'CHESAPEAKE JAPANESE HOLLY 24" HT./SPRD.
LS 31 LIGUSTRUM SINENSE 'SUNSHINE'SUNSHINE CHINESE PRIVET 24" HT./SPRD.
LR 23 LOROPETALUM CHINENSE RUBRUM 'RUBY'RUBY FRINGE FLOWER 24" HT./SPRD.
PLANT SCHEDULE BASE BID
TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT TYPE
QP 2 QUERCUS PHELLOS WILLOW OAK 2.5" CAL.B&B
TH 3 THUJA X 'GREEN GIANT'GREEN GIANT ARBORVITAE 6` HT.B&B EVERGREEN
UA 4 ULMUS AMERICANA `PRINCETON`PRINCETON AMERICAN ELM 2.5" CAL.B&B
UNDERSTORY TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT TYPE
AL 5 AMELANCHIER LAEVIS ALLEGHENY SERVICEBERRY 2" CAL.B&B
CF 9 CORNUS FLORIDA `CHEROKEE PRINCESS`CHEROKEE PRINCESS DOGWOOD 2" CAL.B&B
SHRUBS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT REMARKS
CM 60 CAMELLIA JAPONICA ' JC RAULSTON'JC RAULSTON CAMELLIA 24" HT./SPRD.
IC 38 ILEX CRENATA 'CHESAPEAKE'CHESAPEAKE JAPANESE HOLLY 24" HT./SPRD.
LR 36 LOROPETALUM CHINENSE RUBRUM 'RUBY'RUBY FRINGE FLOWER 24" HT./SPRD.
PLANT SCHEDULE ALT #3
TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT
QP 5 QUERCUS PHELLOS WILLOW OAK 2.5" CAL.B&B
SHRUBS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT
CM 10 CAMELLIA JAPONICA ' JC RAULSTON'JC RAULSTON CAMELLIA 24" HT./SPRD.
IC 23 ILEX CRENATA 'CHESAPEAKE'CHESAPEAKE JAPANESE HOLLY 24" HT./SPRD.
LR 10 LOROPETALUM CHINENSE RUBRUM 'RUBY'RUBY FRINGE FLOWER 24" HT./SPRD.
PLANT SCHEDULE ALT 4A
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but notlimited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL 919.866.4951 FAX 919.833.8124 www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICENORTH CAROLINA LICENSE NO. C-1652AS SHOWN
S:\333\48772-Benhaven_Parking_Lot\DWG\Sheet\CD\48772-333-L1.0-PLNT.dwg | Plotted on 12/14/2021 11:05 AM | by Garrett FrankDO NOT USE FOR CONSTRUCTION
BENHAVEN PARKING LOT REPAVING2815 OLIVIA ROAD, SANFORD, NC 2733248772
12-13-21
GWF
GWF
FSN O R T H C A R O L I N AP R O F E S S I O N A
LE N G I N E E R
0 3 3 6 1 2N O R T H C A R O L I N AP R O F E S S I O N A
LE N G I N E E RN O R T H C A R O L I N AP R O F E S S I O N A
LE N G I N E E RN O R T H C A R O L I N AP R O F E S S I O N A
LE N G I N E E R
S E A LN O R T H C A R O L I N AP R O F E S S I O N A
LE N G I N E E RN O R T H C A R O L I N AP R O F E S S I O N A
LE N G I N E E RN O R T H C A R O L I N AP R O F E S S I O N A
LE N G I N E E RF R A N C I S S L I N S K Y, I I I12/13/21
FOR REVIEW ONLY
LANDSCAPE DETAILSL1.1
NOTES:
1.WHERE SEVERAL TREES WILL BE PLANTED CLOSE
TOGETHER SUCH THAT THEY WILL LIKELY SHARE ROOT
SPACE, TILL IN SOIL AMENDMENTS TO A DEPTH OF 4-6"
(10-15CM) OVER THE ENTIRE AREA.
2.FOR CONTAINER-GROWN TREES, USE FINGERS OR
SMALL HAND TOOLS TO PULL THE ROOTS OUT OF THE
OUTER LAYER OF POTTING SOIL; THEN CUT OR PULL
APART ANY ROOTS CIRCLING THE PERIMETER OF THE
CONTAINER.
3.DURING THE DESIGN PHASE, CONFIRM THAT WATER
DRAINS OUT OF THE SOIL; USE LOWERED PLANTING
HOLE DEPTH AND DESIGN ALTERNATE DRAINAGE
SYSTEM AS REQUIRED.
4.THOROUGHLY SOAK ROOT BALL AND ADJACENT
PREPARED SOIL SEVERAL TIMES DURING FIRST MONTH
AFTER PLANTING AND REGULARLY THROUGHOUT THE
FOLLOWING TWO SUMMERS.
5.THE PLANTING PROCESS IS SIMILAR FOR DECIDUOUS
AND EVERGREEN TREES.
6.DO NOT WRAP TRUNK; MARK THE NORTH SIDE OF THE
TREE IN THE NURSERY AND LOCATE TO THE NORTH IN
THE FIELD.
7.AVOID PURCHASING TREES WITH TWO LEADERS OR
REMOVE ONE AT PLANTING. OTHERWISE, DO NOT PRUNE
TREE AT PLANTING EXCEPT FOR SPECIFIC STRUCTURAL
CORRECTIONS
8.BEFORE PLANTING, ADD 3-4" OF WELL-COMPOSTED
LEAVES, RECYCLED YARD WASTE OR OTHER COMPOST
AND TILL INTO TOP 6" OF PREPARED SOIL. ADD COMPOST
AT 20-35% BY VOLUME TO BACKFILL SOIL.
DO NOT STAKE TREES EXCEPT WHERE
SPECIFIED BY LANDSCAPE ARCHITECT. IF
STAKING IS NECESSARY, USE TWO
OPPOSING STAKES WITH SEPARATE
FLEXIBLE TIES. REMOVE STAKING AT THE
END OF THE FIRST GROWING SEASON.
4" RAISED RING OF SOIL TO DIRECT WATER
INTO ROOT BALL. (ESPECIALLY IMPORTANT
IF ROOT BALL IS RAISED ABOVE GROUND)
TRIPLE SHREDDED HARDWOOD MULCH. DO
NOT PLACE MULCH IN CONTACT WITH TREE.
DIG WIDTH OF PLANTING HOLE 3 TIMES THE
DIAMETER OF THE ROOT BALL.
CUT BURLAP, ROPE, AND WIRE BASKET
AWAY FROM TOP AND SIDES OF ROOT BALL.
EXTEND STAKES INTO
UNDISTURBED SUBGRADE.
PACK BACKFILL SOIL AROUND BASE
OF ROOT BALL TO STABILIZE; ALLOW
REST OF BACKFILL TO SETTLE
NATURALLY OR TAMP LIGHTLY.
SET ROOT BALL ON UNDISTURBED
SOIL TO PREVENT SETTLING.
.4"-6" DEEPER THAN ROOT BALL.
TREE PLANTING
NTS1
NOTES:
1.Tree shall have same relation to grade
as it had in nursery
NEVER CUT LEADER
RUBBER HOSES 2/3 UP TREE
GUY WIRES W/ TURNBUCKLES;
(2) PER TREE
(2) STAKES PER TREE
3" MULCH
ROTOTILLED NATIVE SOIL;
AMEND PER SPECS
SAUCER AROUND PIT
CUT AND REMOVE BURLAP
FROM TOP 1/3 OF ROOT BALL
SCARIFY SUBGRADE
EVERGREEN PLANTING2
PRUNE AND THIN DECIDUOUS SHRUBS
APPROX. 1/2 OF INITIAL BRANCHES
TO COMPENSATE FOR LOSS OF ROOTS
WHILE DIGGING. FOLLOWING PRUNING
PLANT SHALL MEET SPECIFIED SIZE.
3" MULCH MIN. PER SPECS
4" EARTH BERM TO FORM SAUCER
REMOVE ALL METAL/PLASTIC CONT.
PRIOR TO PLANTING. SLICE FIBER
ROOTS IN THREE PLACES TO ALLOW
ROOT GROWTH. LOOSEN BURLAP
AT STEM/ALLOW IT TO REMAIN ON BALL.
TAMPS OR WATER TOPSOIL MIXTURE
AT 6" INTERVALS
NOTES:
1. Soil mix: 1/3 organic matter, 2/3 exist soil.
2. Width of plant pit: sandy soil, 24" wider than plant ball; clay soil, 12" wider than plant ball
3. For planting areas where soil has been com-pacted by equip. contact LA prior to planting.
4. For camellias, rhodos, azaleas, and laurels: soil mix, 2/3 organic and 1/3 existing soil
5. Shrub shall bear same relationship to grade as it did prior to digging.
SHRUB PLANTING3
A ROW OF EVERGREEN CONIFERS OR BROADLEAF EVERGREENS PLACED NOT MORE THAN FIVE (5) FEET APART WHICH
WOULD GROW TO FORM A CONTINUOUS HEDGE OF AT LEAST SIX (6) FEET IN HEIGHT WITHIN TWO (2) YEARS OF
PLANTING SUPPLEMENTED WITH LARGE MATURING TREES EVERY 50 FEET
STREET TREE CALCULATIONS:
BENHAVEN SCHOOL ROAD (400LF) & OLIVIA RD (SOUTH) 256LF
ALL PARKING SPACES SHALL BE WITHIN 50 FEET OF A TREE TRUNK.
PARKING LOTS, LOADING AREAS, AND OTHER VEHICLE USE AREAS SHALL BE PLANTED WITH ONE (1) TREE AND TWO (2)
SHRUBS FOR EVERY 10 PARKING SPACES REQUIRED.
AT LEAST 65 PERCENT (65%) OF THE REQUIRED PARKING LOT TREES SHALL BE LARGE SHADE TREES.
DEVELOPMENTS CONTAINING 30 OR MORE PARKING SPACES, 50 PERCENT (50%) OF THE TREES AND SHRUBS REQUIRED
SHALL BE PLANTED IN ISLANDS OR MEDIANS LOCATED WITHIN THE PARKING LOT.
VEHICULAR SURFACE AREA (VSA) CALCULATIONS:
TOTAL STREET FRONTAGE: 696LF
1 TREE / 50LF
656 LF / 50LF = 14 TREES REQUIRED ( 14 TREES PROVIDED)
1 SHRUB / 50LF
656 LF / 5LF = 140 SHRUBS REQUIRED ( 152 SHRUBS PROVIDED)
PERIMETER BUFFERS :
15' BUFFER (485 LF)
1 TREE / 30LF
485 LF / 30 LF = 17 TREES REQUIRED ( 19 TREES PROVIDED)
1 SHRUB / 6LF
485 LF / 6 LF = 81 SHRUBS REQUIRED ( 98 SHRUBS PROVIDED)
A STAGGERED ROW OF LARGE MATURING TREES, SPACED NOT MORE THAN 30 FEET APART A ROW OF EVERGREEN
SHRUBS PLACED NOT MORE THAN FOUR (4) TO SIX (6) FEET APART WHICH WILL GROW TO FORM A CONTINUOUS HEDGE
OF AT LEAST SIX (6) FEET IN HEIGHT WITHIN TWO (2) YEARS OF PLANTING.
TYPE A BUFFER: OPTION 1
A STAGGERED ROW OF LARGE MATURING TREES, SPACED NOT MORE THAN 30 FEET APART
A ROW OF EVERGREEN SHRUBS, 10 SHRUBS FOR EVERY REQUIRED LARGE MATURING TREE, PLACED NOT MORE THAN
FOUR (4) FEET APART WHICH WILL GROW TO FORM A CONTINUOUS HEDGE OF AT LEAST SIX (6) FEET IN HEIGHT WITHIN
TWO (2) YEARS OF PLANTING
TYPE D BUFFER: OPTION 1
15' BUFFER (63 LF)
1 TREE / 30LF
63 LF / 30LF = 2 TREES REQUIRED ( 3 TREES PROVIDED)
1 SHRUB / 3LF
63 LF / 3LF = 21 SHRUBS REQUIRED ( 30 SHRUBS PROVIDED)
TOTAL PARKING SPACES = 153
1 TREE / 10 PARKING SPACES
153/10 = 15.3 TREES REQUIRED ( 22 TREES PROVIDED)
2 SHRUB / 10 PARKING SPACES
153/ 5 = 31 SHRUBS REQUIRED ( 40 SHRUBS PROVIDED)
OLIVIA RD (NORTH)
TOTAL STREET FRONTAGE: 378 LF
1 TREE / 50LF
378 LF / 50LF = 7 TREES REQUIRED ( 17 UNDERSTORY TREES PROVIDED / OVERHEAD POWERLINE PREVENTS LARGE TREES)
1 SHRUB / 50LF
378 LF / 5LF = 66 SHRUBS REQUIRED ( 72 SHRUBS PROVIDED)
PLANTING NOTES:
1.All plant materials to comply with American Standard for Nursery
Stock ANSI.Z60.
2.Contractor engaged in landscape implementation shall be a
landscape contractor registered in the state of North Carolina.
3.Substitutions of plant materials specified can only occur with prior
approval by Landscape Architect
4.Contractor is solely responsible for all plant maintenance per
specifications including shrubs, trees, and groundcovers and shall
maintain a clean and weed free site throughout the maintenance
period.
5.Contractor to verify plant totals with quantities shown on the plan.
6.All planted areas to be mulched with triple-shredded hardwood
mulch at a depth of 3-4”, per specifications. Install no less than 5'
of pinestraw along the perimeter of all redefined bedlines of the
existing wooded areas noted to remain.
7.Lawn areas noted as sod to be Celebration Bermuda grass. All
sod should have no less than a 95% germination and no more
than 0.5% weed seed to be considered acceptable for substantial
completion. Refer to Temporary and Permanent Seeding
Schedule for seeding notes.
8.Landscape Contractor to guarantee plant materials for a one year
period following substantial completion.
9.All plant material shall be spaced and located per plan. Tree
locations and plant beds to be staked and approved in field prior
to installation.
10.Trees shall be staked per the details. Contractor is responsible for
making sure that trees remain vertical and upright during the
warranty period. All tree staking and guys shall be removed at the
end of the warranty period.
11.Topsoil required for soil mixes and special seeding areas shall be
provided by the contractor. Contractor must load, haul, mix, and
spread all topsoil and other soil additives as required.
12.Contractor is responsible for providing a soil analysis to the
project manager and improving site soils per the
recommendations of the soil analysis.
13.Contractor to notify Landscape Architect of any conflicting utilities
prior to planting.
14.Any damage caused by Landscape Contractor to be repaired in
kind at no additional cost to the owner.
15.Use herbicides, pesticides, and fertilizer in a manner consistent
with the federal insecticide, fungicide, and rodenticide act and in
accordance with label restrictions.
16.Remove (either manually or with pesticide treatment) all weeds in
mulch areas, plant beds, tree rings, and hardscape areas:
including but not limited to nutsedge, invasive plants, and any
non-desirable plant material. This treatment shall occur monthly
from installation until the end of the warranty / maintenance
period.
17.Mulch shall be replenished as needed, especially after heavy rain
events.
(219 LF)
181 LF)
(256 LF)
(226 LF)
(152 LF)
(44 LF)
(441 LF)
SEED
SEED
SEED
SEED
SEED
SEED
SEED
SEED
SEED SEED
SEED
35-FT
F
R
O
N
T
S
E
T
B
A
C
K
35-FT FR
O
N
T
S
E
T
B
A
C
K
15-FT LA
N
D
S
C
A
P
E
B
U
F
F
E
R
20-FT CORNER LOT SETBACK15-FT LANDSCAPE BUFFER35-FT FRONT SETBACK15-FT LANDSCAPE BUFFER25-FT REAR SETBACK15-FT LANDSCAPE BUFFER10-
F
T
S
I
D
E
S
E
T
B
A
C
K
15-
F
T
L
A
N
D
S
C
A
P
E
B
U
F
F
E
R 15-FT LANDSCAPE BUFFER10-FT SIDE SETBACKNEW PROPERTY LINEOUT PARCEL 1:
1.45 ACRES (ESTIMATE)
(AFTER ROW DEDICATION)NO PARKING - DROP OFFNO PARKING - DROP OFFBUSBUSBUSBUSTREE LINE
(TYP.)
TREE LINE
(TYP.)WW2" TYPE 'K'
COPPER
5-FT SEPARATION
SN22°01'40"E414.45'R=762.00'
L=33.82'
135.5
5'N22°01'40"E433.92'R=762.00'
L=323.09'
EX. COVERED BREEZEWAY
EX. 2-STORY
BRICK
SCHOOL BUILDING
FFE:335.26
EX. 1 STORY BRICK
SCHOOL BUILDING
FFE:332.35
EX. 2 STORY GYM
EX. 1 STORY BRICK
SCHOOL BUILDINGSEPTIC
TANK
FOUND NAIL @
BASE OF PIPE
CP
CP
30'
EX. 18"
PINE
EX. 8"
DOGWOOD
COVERED BREEZEWAYEX. DOMESTIC SERVICE(2" COPPER)EX. 1 STORY
BRICK SHED
EX. 1 STORY BRICK
SCHOOL BUILDING
EX. CONCRETE
EX. COVERED AWNING
EX. 1-STORY
BRICK
SCHOOL BUILDING
HARNETT COUNTY
PIN: 9578-15-9577.000
PID: 039578 9000
DB 3746 PG 0986
(ALL DEEDS NOT LISTED)
EX. STAIRS
EX. STAIRS
EX. 1" PVCBENHAVEN SCHOOL ROADNCSR 120360' PUBLIC R/WRIGHT-OF-WAY AREA
AREA = 12,721 SQ FT
or 0.292 ACRE
EX. 18" RCP
EX. SEPTIC
FIELD / GRASS
AREA
EX. WATER VALVE
(1.5 x 2.5)EX. GRAVEL
EX.
LAWN
EX. LAWN
EX. LAWN
EX. LAWN
0.0
0.0
0.1
0.1
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.2
0.2
0.3
0.3
0.3
0.2
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.2
0.4
0.4
0.5
0.5
0.5
0.4
0.2
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.2
0.5
0.7
0.8
0.9
0.9
0.8
0.6
0.3
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.3
0.6
1.0
1.2
1.3
1.4
1.4
1.3
0.5
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.3
0.7
1.2
1.5
1.5
1.7
2.0
2.2
0.6
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.2
0.4
0.8
1.4
1.8
1.8
2.0
2.4
2.8
0.5
0.1
0.1
0.1
0.1
0.1
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1.6
2.3
2.5
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0.4
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1.1
1.8
2.6
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0.7
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1.2
1.9
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3.6
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2.6
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0.4
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0.1
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1.3
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2.8
3.7
2.2
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0.4
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0.8
1.4
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2.7
2.6
2.4
2.4
1.3
0.7
0.3
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1.5
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0.7
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1.5
1.9
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2.3
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2.8
0.5
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0.6
1.1
1.5
1.9
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2.5
3.1
2.4
0.5
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1.0
1.5
1.8
2.2
2.5
2.7
2.3
0.9
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0.1
0.2
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0.1
0.1
0.1
0.1
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0.8
1.4
1.8
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1.5
0.2
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0.2
0.2
0.2
0.2
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0.1
0.1
0.1
0.1
0.0
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0.1
0.2
0.4
0.7
1.3
1.8
1.9
2.0
2.3
3.0
1.8
0.3
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.1
0.1
0.1
0.0
0.0
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0.1
0.2
0.3
0.7
1.2
1.8
2.2
2.3
2.3
2.7
1.8
0.5
0.4
0.3
0.3
0.3
0.3
0.3
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0.2
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0.1
0.1
0.1
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0.1
0.1
0.3
0.6
1.2
1.9
2.7
3.0
2.4
2.7
2.1
0.9
0.5
0.4
0.4
0.5
0.4
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0.3
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1.1
1.9
2.9
3.8
2.9
4.4
3.8
2.5
1.7
0.9
0.7
0.9
0.8
0.6
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1.2
1.9
2.9
3.9
3.1
4.6
4.2
3.4
3.4
3.2
2.2
2.1
2.1
1.1
0.6
0.3
0.2
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1.3
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2.8
3.3
2.9
3.5
3.3
2.6
2.6
2.7
2.7
3.7
3.4
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1.1
0.5
0.2
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0.8
1.3
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2.5
2.7
3.0
3.7
3.3
2.0
2.2
2.6
2.6
3.5
3.5
2.6
3.0
2.6
1.4
0.5
0.2
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0.1
0.1
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0.6
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1.1
1.5
2.0
2.2
2.4
2.9
4.0
3.4
1.9
2.3
3.1
3.7
3.7
2.9
2.5
2.5
2.7
2.3
1.1
0.4
0.2
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0.1
0.1
0.1
0.1
0.1
0.1
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0.6
0.8
1.0
1.1
1.4
1.7
2.1
2.1
2.4
2.8
3.7
3.1
2.0
2.4
2.9
3.5
3.8
3.5
2.6
2.2
2.1
1.7
1.1
0.5
0.2
0.2
0.1
0.1
0.1
0.1
0.2
0.2
0.1
0.1
0.1
0.1
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0.1
0.1
0.5
1.3
1.5
1.5
1.5
1.7
2.0
2.0
2.0
2.2
2.5
2.8
2.4
2.0
2.3
2.5
2.8
3.0
3.1
2.6
2.0
1.8
1.4
1.0
0.6
0.4
0.4
0.4
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.1
0.1
0.1
0.1
0.0
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0.0
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0.1
0.1
0.1
0.1
0.6
2.3
2.1
1.8
1.8
2.0
2.0
1.9
1.9
1.9
2.0
2.1
2.1
2.6
2.6
2.2
2.4
2.6
2.6
2.5
2.1
1.6
1.2
0.9
0.7
0.7
1.0
1.4
1.4
0.5
0.3
0.5
0.4
0.3
0.2
0.2
0.1
0.1
0.1
0.0
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0.1
0.1
0.1
0.1
0.2
0.7
3.0
2.3
2.0
1.9
2.1
1.9
1.8
1.8
1.8
1.8
1.9
2.1
3.6
3.2
2.1
2.1
2.2
2.3
2.2
1.8
1.5
1.1
0.8
0.8
1.0
1.4
2.1
2.9
2.6
1.2
0.9
0.8
0.6
0.3
0.2
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
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0.1
0.1
0.2
0.2
0.3
0.7
2.9
2.4
2.3
2.5
2.3
1.9
1.7
1.7
1.7
1.6
1.8
2.2
4.4
3.7
2.2
1.9
1.9
2.0
1.8
1.5
1.2
0.9
0.8
0.9
1.1
1.5
1.9
2.3
2.5
2.3
2.5
2.3
1.0
0.5
0.3
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.2
0.3
0.5
1.0
2.3
2.5
2.8
3.1
2.5
1.9
1.7
1.7
1.8
1.8
1.9
2.3
4.1
3.7
2.3
2.1
2.1
2.0
1.6
1.2
0.9
0.8
0.8
0.9
1.2
1.5
1.7
2.0
2.3
2.7
4.1
3.2
1.7
0.6
0.2
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.2
0.3
0.7
1.8
3.2
3.6
3.3
3.5
2.5
1.9
1.6
1.7
2.1
2.5
2.5
2.5
3.6
3.5
2.6
2.7
2.6
2.1
1.5
1.0
0.8
0.7
0.7
0.9
1.3
1.5
1.7
2.3
2.8
2.9
3.0
2.9
2.4
2.4
0.9
0.1
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.2
0.3
0.7
1.7
3.2
3.5
3.1
3.5
2.5
1.9
1.6
1.7
2.1
2.8
3.1
3.0
4.6
4.7
3.2
3.3
2.9
2.1
1.5
0.9
0.7
0.6
0.6
0.8
1.1
1.4
1.8
2.4
3.0
3.6
3.3
2.3
2.4
2.8
2.6
1.2
0.4
0.1
0.1
0.1
0.0
0.0
0.0
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0.1
0.1
0.2
0.3
0.5
1.0
2.3
2.5
2.5
3.0
2.5
1.9
1.6
1.7
2.2
3.0
3.5
3.5
6.5
5.1
3.3
3.5
3.1
2.2
1.5
0.9
0.6
0.4
0.4
0.5
0.7
1.0
1.4
1.8
2.2
2.8
3.1
2.5
2.1
2.1
2.2
1.5
0.7
0.3
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.2
0.2
0.3
0.5
2.6
2.5
2.2
2.2
2.1
1.8
1.6
1.7
2.1
2.8
3.3
3.0
4.5
4.6
3.2
3.0
2.9
2.2
1.5
0.9
0.5
0.3
0.3
0.3
0.4
0.6
0.9
1.2
1.5
2.0
2.3
2.1
1.8
1.8
1.7
1.3
0.8
0.4
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.1
0.2
0.4
2.5
2.6
2.1
1.7
1.8
1.7
1.6
1.7
2.1
2.6
2.7
2.5
3.2
3.8
2.6
2.5
2.5
2.1
1.5
1.0
0.6
0.3
0.2
0.2
0.3
0.3
0.5
0.7
1.0
1.4
1.7
1.8
1.8
1.7
1.5
1.3
0.8
0.5
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.1
0.2
1.8
2.4
1.8
1.6
1.6
1.6
1.5
1.7
1.9
2.1
2.1
2.3
3.4
4.6
2.5
2.1
1.9
1.9
1.5
1.1
0.7
0.4
0.3
0.2
0.3
0.3
0.4
0.5
0.7
1.0
1.4
1.7
1.8
1.8
1.6
1.4
1.0
0.6
0.3
0.2
0.1
0.0
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0.0
0.0
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0.1
0.1
0.1
0.1
0.1
1.0
1.5
1.4
1.3
1.3
1.3
1.5
1.6
1.8
1.8
1.9
2.1
3.3
4.7
2.5
2.1
1.9
1.9
1.7
1.3
0.9
0.6
0.5
0.4
0.4
0.5
0.6
0.7
0.8
1.1
1.3
1.6
1.9
2.0
1.8
1.6
1.1
0.7
0.4
0.2
0.1
0.0
0.0
0.0
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0.1
0.1
0.1
0.5
0.8
0.9
1.0
1.0
1.1
1.3
1.6
1.8
1.8
1.9
2.1
3.0
3.9
2.5
2.3
2.2
2.1
2.0
1.7
1.3
1.1
0.9
0.9
0.9
1.0
1.1
1.2
1.3
1.4
1.6
1.9
2.2
2.3
2.0
1.7
1.3
0.9
0.5
0.3
0.1
0.0
0.0
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0.1
0.1
0.2
0.4
0.6
0.7
0.8
1.0
1.3
1.6
1.7
1.8
2.0
2.1
2.7
3.1
2.5
2.3
2.4
2.4
2.4
2.2
1.9
1.7
1.6
1.6
1.7
1.8
1.9
2.0
2.0
2.1
2.2
2.5
2.8
2.6
2.0
1.7
1.6
1.1
0.6
0.3
0.1
0.0
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0.1
0.3
0.5
0.6
0.7
0.8
1.0
1.3
1.5
1.7
1.8
2.0
2.1
2.8
3.3
2.6
2.4
2.5
2.7
2.8
2.6
2.5
2.4
2.4
2.4
2.6
2.6
2.6
2.7
2.7
2.9
3.1
3.5
3.5
2.8
2.2
2.1
1.9
1.4
0.7
0.2
0.1
0.0
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0.3
0.6
0.8
0.9
1.0
1.0
1.1
1.3
1.5
1.7
1.8
1.9
2.1
3.0
4.3
2.7
2.4
2.5
2.8
2.9
2.7
2.9
3.2
3.4
3.5
3.3
2.9
2.8
3.0
2.9
3.2
3.5
3.8
3.3
2.4
2.4
2.6
2.7
1.5
0.6
0.2
0.1
0.0
0.0
0.0
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0.0
0.0
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0.0
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0.1
0.1
0.5
1.3
1.4
1.4
1.3
1.3
1.3
1.3
1.4
1.7
1.8
1.8
2.1
3.0
5.1
2.9
2.5
2.6
3.0
3.1
2.8
2.8
3.2
3.9
3.9
3.3
3.0
3.1
3.2
3.0
2.9
2.8
2.8
3.9
2.9
2.5
2.8
1.6
0.5
0.2
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
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0.1
0.1
0.1
0.1
0.7
2.2
2.0
1.7
1.6
1.6
1.4
1.3
1.4
1.7
2.0
2.1
2.2
2.8
4.9
2.8
2.6
3.0
3.5
3.4
3.2
2.9
2.7
3.1
3.2
2.8
3.1
3.4
3.7
3.4
3.1
2.7
3.0
3.7
2.7
1.4
0.6
0.3
0.1
0.1
0.0
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0.1
0.1
0.1
0.1
0.2
0.7
3.0
2.3
1.9
1.7
1.8
1.5
1.3
1.4
1.8
2.3
2.8
2.6
3.0
4.0
3.2
2.9
3.5
3.8
4.1
4.0
3.3
2.7
3.8
3.9
2.7
3.4
4.0
4.0
3.8
3.6
2.9
1.9
2.1
1.5
0.8
0.4
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
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0.1
0.1
0.1
0.2
0.3
0.7
2.9
2.4
2.2
2.3
2.1
1.6
1.3
1.4
1.8
2.4
3.3
3.1
4.3
5.4
4.8
3.2
3.7
3.3
2.9
2.5
2.0
1.7
2.5
2.6
1.5
1.2
1.4
1.7
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A @ 25'
A @ 25'
A @ 25'
A @ 25'
B @ 27'B @ 27'
A @ 25'
A @ 25'
A @ 25'A @ 25'
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2.8
3.3
2.9
3.5
3.3
2.6
2.6
2.7
2.7
3.7
3.4
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1.1
0.5
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3.3
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2.2
2.6
2.6
3.5
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2.6
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2.3
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3.7
3.7
2.9
2.5
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2.7
2.3
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2.4
2.8
3.7
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2.9
3.5
3.8
3.5
2.6
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1.7
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1.5
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2.8
2.4
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2.3
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2.8
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1.8
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1.9
1.9
1.9
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2.1
2.6
2.6
2.2
2.4
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2.6
2.5
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1.6
1.2
0.9
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1.9
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1.9
1.8
1.8
1.8
1.8
1.9
2.1
3.6
3.2
2.1
2.1
2.2
2.3
2.2
1.8
1.5
1.1
0.8
0.8
1.0
1.4
2.1
2.9
2.6
1.2
0.9
0.8
0.6
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2.9
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2.3
1.9
1.7
1.7
1.7
1.6
1.8
2.2
4.4
3.7
2.2
1.9
1.9
2.0
1.8
1.5
1.2
0.9
0.8
0.9
1.1
1.5
1.9
2.3
2.5
2.3
2.5
2.3
1.0
0.5
0.3
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2.8
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2.5
1.9
1.7
1.7
1.8
1.8
1.9
2.3
4.1
3.7
2.3
2.1
2.1
2.0
1.6
1.2
0.9
0.8
0.8
0.9
1.2
1.5
1.7
2.0
2.3
2.7
4.1
3.2
1.7
0.6
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0.1
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1.8
3.2
3.6
3.3
3.5
2.5
1.9
1.6
1.7
2.1
2.5
2.5
2.5
3.6
3.5
2.6
2.7
2.6
2.1
1.5
1.0
0.8
0.7
0.7
0.9
1.3
1.5
1.7
2.3
2.8
2.9
3.0
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2.4
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0.9
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0.1
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1.7
3.2
3.5
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3.5
2.5
1.9
1.6
1.7
2.1
2.8
3.1
3.0
4.6
4.7
3.2
3.3
2.9
2.1
1.5
0.9
0.7
0.6
0.6
0.8
1.1
1.4
1.8
2.4
3.0
3.6
3.3
2.3
2.4
2.8
2.6
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2.5
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1.9
1.6
1.7
2.2
3.0
3.5
3.5
6.5
5.1
3.3
3.5
3.1
2.2
1.5
0.9
0.6
0.4
0.4
0.5
0.7
1.0
1.4
1.8
2.2
2.8
3.1
2.5
2.1
2.1
2.2
1.5
0.7
0.3
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2.6
2.5
2.2
2.2
2.1
1.8
1.6
1.7
2.1
2.8
3.3
3.0
4.5
4.6
3.2
3.0
2.9
2.2
1.5
0.9
0.5
0.3
0.3
0.3
0.4
0.6
0.9
1.2
1.5
2.0
2.3
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1.8
1.8
1.7
1.3
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2.5
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1.7
1.8
1.7
1.6
1.7
2.1
2.6
2.7
2.5
3.2
3.8
2.6
2.5
2.5
2.1
1.5
1.0
0.6
0.3
0.2
0.2
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0.3
0.5
0.7
1.0
1.4
1.7
1.8
1.8
1.7
1.5
1.3
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2.4
1.8
1.6
1.6
1.6
1.5
1.7
1.9
2.1
2.1
2.3
3.4
4.6
2.5
2.1
1.9
1.9
1.5
1.1
0.7
0.4
0.3
0.2
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0.3
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0.5
0.7
1.0
1.4
1.7
1.8
1.8
1.6
1.4
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1.4
1.3
1.3
1.3
1.5
1.6
1.8
1.8
1.9
2.1
3.3
4.7
2.5
2.1
1.9
1.9
1.7
1.3
0.9
0.6
0.5
0.4
0.4
0.5
0.6
0.7
0.8
1.1
1.3
1.6
1.9
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1.6
1.1
0.7
0.4
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1.3
1.6
1.8
1.8
1.9
2.1
3.0
3.9
2.5
2.3
2.2
2.1
2.0
1.7
1.3
1.1
0.9
0.9
0.9
1.0
1.1
1.2
1.3
1.4
1.6
1.9
2.2
2.3
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1.7
1.3
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0.5
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1.7
1.8
2.0
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2.7
3.1
2.5
2.3
2.4
2.4
2.4
2.2
1.9
1.7
1.6
1.6
1.7
1.8
1.9
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2.1
2.2
2.5
2.8
2.6
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1.6
1.1
0.6
0.3
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1.5
1.7
1.8
2.0
2.1
2.8
3.3
2.6
2.4
2.5
2.7
2.8
2.6
2.5
2.4
2.4
2.4
2.6
2.6
2.6
2.7
2.7
2.9
3.1
3.5
3.5
2.8
2.2
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1.9
1.4
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1.3
1.5
1.7
1.8
1.9
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3.0
4.3
2.7
2.4
2.5
2.8
2.9
2.7
2.9
3.2
3.4
3.5
3.3
2.9
2.8
3.0
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3.2
3.5
3.8
3.3
2.4
2.4
2.6
2.7
1.5
0.6
0.2
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1.3
1.4
1.4
1.3
1.3
1.3
1.3
1.4
1.7
1.8
1.8
2.1
3.0
5.1
2.9
2.5
2.6
3.0
3.1
2.8
2.8
3.2
3.9
3.9
3.3
3.0
3.1
3.2
3.0
2.9
2.8
2.8
3.9
2.9
2.5
2.8
1.6
0.5
0.2
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1.7
1.6
1.6
1.4
1.3
1.4
1.7
2.0
2.1
2.2
2.8
4.9
2.8
2.6
3.0
3.5
3.4
3.2
2.9
2.7
3.1
3.2
2.8
3.1
3.4
3.7
3.4
3.1
2.7
3.0
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2.7
1.4
0.6
0.3
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2.3
1.9
1.7
1.8
1.5
1.3
1.4
1.8
2.3
2.8
2.6
3.0
4.0
3.2
2.9
3.5
3.8
4.1
4.0
3.3
2.7
3.8
3.9
2.7
3.4
4.0
4.0
3.8
3.6
2.9
1.9
2.1
1.5
0.8
0.4
0.2
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2.9
2.4
2.2
2.3
2.1
1.6
1.3
1.4
1.8
2.4
3.3
3.1
4.3
5.4
4.8
3.2
3.7
3.3
2.9
2.5
2.0
1.7
2.5
2.6
1.5
1.2
1.4
1.7
2.0
1.4
0.7
0.7
0.8
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2.7
3.0
2.4
1.7
1.3
1.3
1.7
2.4
3.3
3.2
4.8
5.8
5.3
3.2
3.5
2.6
1.8
1.3
0.9
0.9
1.0
1.0
0.7
0.5
0.4
0.5
0.2
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1.6
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3.5
3.2
3.4
2.5
1.7
1.3
1.3
1.7
2.3
3.0
2.9
3.2
4.1
3.4
2.6
2.9
2.5
1.8
1.2
0.8
0.6
0.5
0.4
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1.3
3.2
3.7
3.1
3.5
2.5
1.8
1.3
1.3
1.6
2.1
2.4
2.4
2.5
4.3
3.0
2.3
2.2
2.1
1.7
1.2
0.8
0.5
0.3
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1.8
1.4
1.3
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1.7
1.7
1.9
2.3
4.6
3.3
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1.7
1.6
1.5
1.1
0.7
0.4
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2.0
1.7
1.3
1.2
1.3
1.4
1.4
1.6
2.0
4.1
3.2
1.8
1.5
1.4
1.3
1.0
0.7
0.4
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2.7
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1.7
1.6
1.6
1.3
1.1
1.2
1.2
1.3
1.4
1.6
2.7
2.4
1.4
1.3
1.1
1.0
0.9
0.6
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1.7
2.5
1.8
1.6
1.4
1.4
1.2
1.0
0.9
0.9
1.0
1.0
1.1
1.4
1.4
1.0
0.9
0.8
0.7
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0.3
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0.9
1.5
1.4
1.2
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LIGHTING DESIGN TOLERANCE
he calculated footcandle light levels in this lighting design
are predicted values and are based on specific information
that has been supplied to Duke Energy. Any inaccuracies
in the supplied information, differences in luminaire installation,
lighted area geometry including elevation differences, reflective
properties of surrounding surfaces, obstructions (foliage or
otherwise) in the lighted area, or lighting from sources other
than listed in this design may produce different results from
the predicted values. Normal tolerances of voltage, lamp
output, and ballast and luminaire manufacture will also affect
results.
PROPRIETARY & CONFIDENTIAL
Customer approval__________________________________
Date_____________
REVISIONREV#DATE
Rev A 12/01/2021 LED 220w Shoebox - Black
BY
NJ
Statistics
Description Symbol Avg Max Min Max/Min Avg/Min
Parking 2.3 fc 6.5 fc 0.6 fc 10.8:1 3.8:1
Schedule
Symbol Label Quantity Description Number
Lamps Lumens Per Lamp Light Loss Factor
A
8 LED 220w Shoebox - Type IV - 4000K 64 381 0.85
B
2 (2) LED 220w Shoebox - Type IV - 4000K 64 381 0.85
Statistics
Description Symbol Avg Max Min Max/Min Avg/Min
Parking 2.3 fc 6.5 fc 0.6 fc 10.8:1 3.8:1
Schedule
Symbol Label Quantity Description Number
Lamps Lumens Per Lamp Light Loss Factor
A
8 LED 220w Shoebox - Type IV - 4000K 64 381 0.85
B
2 (2) LED 220w Shoebox - Type IV - 4000K 64 381 0.85