HomeMy WebLinkAboutCastle Hayne Fire Station Civil Plans(RFS)SITE
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SITE DATA TABLE
PARCEL ID:R01708-003-001-000
TOTAL SITE AREA:2.22 AC
DISTURBED AREA 2.47 AC
ZONING:B-1 BUSINESS DISTRICT
WATERSHED:CAPE FEAR
WETLANDS NONE PRESENT ONSITE; NO 404 PERMITREQUIRED
HYDRAULIC SOIL GROUP La: A; Le: D
PROPOSED IMPERVIOUS 0.98 AC
MAXIMUM BUILDING HEIGHT:40'
PROPOSED BUILDING HEIGHT 39'-10 78"
MINIMUM BUILDING SETBACK FRONT: 25'SIDE: 25' (STREET)REAR: 30' (RESIDENTIAL)
PROVIDED BUILDING SETBACK FRONT: 25'SIDE: 25'REAR: 30'
MINIMUM LANDSCAPEBUFFERS 10'
TOTAL BUILDING FOOTPRINTAREA 11,357 SQFT
PARKING REQUIREMENTS
TOTAL REQUIRED PARKING 2.5 SPACES / 1,000 SF(2.5 SPACES * 11,357 SF) / 1,000 SF = 29 SPACES
TOTAL PARKING SPACESPROVIDED 29 PARKING SPACES
ADA PARKING REQUIRED 2 SPACES
ADA SPACES PROVIDED 2 SPACES
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Project No.56400
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ALL NOTES APPLY TO ALL DRAWINGS AND ALL TRADES. IT IS THE RESPONSIBILITY OF ALL CONTRACTORS ANDTRADES TO COORDINATE THE INSTALLATION OF THEIR WORK WITH THE INSTALLATION OF WORK BY ALL OTHERCONTRACTORS AND TRADES. THE REQUIREMENTS OF THE DRAWINGS, GENERAL REQUIREMENTS AND ALL ITEMSOF THE CONTRACT DOCUMENTS ARE EQUALLY BINDING ON ALL CONTRACTORS AND TRADES. EACHCONTRACTOR IS REQUIRED TO MAINTAIN FULL SETS OF THE CONTRACT DOCUMENTS FOR HIS EMPLOYEES USEON THE PROJECT TO ASSURE THAT ALL WORK IS PROPERLY COORDINATED AND INSTALLED WITH THE WORK OFOTHER CONTRACTORS AND TRADES.
WHENEVER THERE ARE DISCREPANCIES BETWEEN DRAWINGS, OR BETWEEN THE DRAWINGS ANDSPECIFICATIONS, OR CONFLICTS WITHIN THE SPECIFICATIONS AND/OR DRAWINGS, AND SUCH DISCREPANCY ISNOT CALLED TO THE ARCHITECT'S ATTENTION IN TIME TO PERMIT CLARIFICATION BY ADDENDUM, THECONTRACTOR SHALL BASE HIS BID UPON PROVIDING THE BETTER QUALITY OR GREATER OF WORK OR MATERIALCALLED FOR, SHALL SUBMIT A WRITTEN STATEMENT WITH HIS PROPOSAL NOTING SUCH DISCREPANCIES, ANDSHALL SO FURNISH AND INSTALL SUCH BETTER QUALITY OR GREATER QUANTITY UNLESS OTHERWISE ORDEREDIN WRITING.
GENERAL NOTE
03/29/2024
J GLAS
W ALTMAN
Addendum 025/10/2024
North Carolina License No. C-1652
2ND ROUND TRC6/12/2024VE Revisions8/16/2024 - 4NEW HANOVER COUNTY
CASTLE HAYNE FIRE STATION
VICINITY MAP
1" = 500'
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100% CONSTRUCTION DOCUMENTS
4860 CASTLE HAYNE ROAD, CASTLE HAYNE,
NORTH CAROLINA 28429
GENERAL NOTES:1. ALL CONSTRUCTION SHALL CONFORM TO THE NEW HANOVER COUNTY DESIGNAND CONSTRUCTION STANDARDS.2. CONSTRUCTION DRAWING APPROVAL IS REQUIRED PRIOR TO BEGINNINGCONSTRUCTION. DEVELOPMENT FEES (ACREAGE, FEE-IN-LIEU OF ASSESSMENTAND INSPECTION FEES AND OTHERS AS REQUIRED MAY BE APPLICABLE) AREDUE BEFORE CONSTRUCTION DRAWING APPROVAL.3. THE PLAN IS SUBJECT TO REVISIONS DURING CONSTRUCTION DRAWINGAPPROVAL PROCESS.4. IF THERE IS A GEODETIC MONUMENT LOCATED ON THIS SITE, IT MUST BEPROTECTED OR IF RELOCATION IS NEEDED IT WILL BE THE RESPONSIBILITY OFTHE DEVELOPER TO RELOCATE IT WITH SURVEY ACCURACY.5. ALL NEW UTILITY LINES (POWER, CABLE, ETC.) MUST BE UNDERGROUND
OWNER
NEW HANOVER COUNTY
FACILITIES MANAGEMENT
200 DIVISION DRIVE
WILMINGTON, NC 28401
910-798-4338
KCAISON@NHCGOV.COM
ARCHITECT
GREGORY SCOTT
PROJECT MANAGER
STEWART-COOPER-NEWELL ARCHITECTS, P.A.
719 EAST SECOND AVENUE
GASTONIA, NC 28054
704-865-6311
SITE ENGINEER/ LANDSCAPE ARCHITECT
TIMMONS GROUP
CONTACT: WILL ALTMAN, PE
5410 TRINITY ROAD, SUITE 102
RALEIGH, NC 27607
PHONE: 919-866-4938
A. NEW HANOVER COUNTY:
PLANNING AND LAND USE
CONTACT: ZACHARY DICKERSON
PHONE: (910) 798-7450
EMAIL: ZDICKERSON@NHCGOV.COM
B. BURIED CABLE LOCATION
NC 811
C. DUKE ENERGY
(866) 582-6345
UTILITY / MUNICIPALITY CONTACTS:
CONSULTANT CONTACTS:
Sheet List Table
Sheet Number Sheet Title
C0.0 COVER SHEET
C1.0 EXISTING CONDITIONS
C2.0 PHASE I EC PLAN
C2.1 PHASE II EC PLAN
C2.2 PHASE III EC PLAN
C2.3 PHASE IV EC PLAN
C3.0 SITE PLAN
C3.1 UTILITY PLAN
C4.0 GRADING PLAN
C4.1 SW COMPLIANCE PLAN
C4.2 DRAINAGE AREA MAP
C4.3 DRY DETENTION
C4.4 DRY DETENTION
C4.5 DRY DETENTION
C4.6 STORM FILTER
C4.7 STORMWATER PROFILES
C5.0 NOTES AND DETAILS
C5.1 NOTES AND DETAILS
C5.2 NOTES AND DETAILS
C5.3 NOTES AND DETAILS
C5.4 NOTES AND DETAILS
C5.5 NOTES AND DETAILS
C5.6 NOTES AND DETAILS
C6.0 SEPTIC PLAN
C6.1 SEPTIC PLAN
L1.1 TREE INVENTORY
L2.0 PLANTING PLAN
--LIGHTING PLAN
05-16-24
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PID: R01708-003-002-000SCHROEDER ALLAN F BARBARABK 5638 PG 2007ZONE: B-1
PID: R01805THOMPSON REBK 2669ZONE
PID: R01708-003-003-000ELDERDICE MILDRED FAMILY TRUSTBK 9911 PG 2619ZONE:B-1
PID: R01700-003-003-000ST STANISLAUS CATHOLIC CHURCHBK 2088 PG 992ZONE: RA
PID: R01708-002-002-000CMH HOMES INCBK 6529, PG 0384ZONE: RA
PID: R01708-002-003-000RICHARDSON SCOTT CASSANDRABK 4893, PG 2195ZONE: RA
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CLEAR AND GRUB ALL TREE AREASWITHIN LIMITS OF WORK (TYP)
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GENERAL NOTES:1. CONTRACTOR RESPONSIBLE FOR ALL DEMOLITIONREQUIRED WITHIN THE LIMITS OF WORK SHOWN.
DEMOLITION NOTES:1. NOTIFY OWNER AND ARCHITECT IMMEDIATELY OF UTILITYSERVICE INTERRUPTIONS TO NEIGHBORING PROPERTIES.2. UTILITIES ENCOUNTERED THAT ARE NOT INCLUDED WITHINTHE EXISTING CONDITIONS PLANS SHALL BE REMOVED ORRELOCATED PER THE OWNER, ARCHITECT AND UTILITYPROVIDERS DIRECTION.3. EVERYTHING WITHIN THE LIMITS OF DISTURBANCESCHEDULED TO BE DEMOLISHED SHALL ONLY PROCEEDAFTER ALL TREE PROTECTION FENCE AND PERIMETEREROSION AND SEDIMENT CONTROL MEASURES HAVE BEENINSTALLED AND INSPECTED PER THE EROSION CONTROLPLAN. INSTALL ADDITIONAL EROSION AND SEDIMENTCONTROL MEASURES AS NECESSARY TO PREVENTSEDIMENT LADEN RUNOFF FROM EXITING THE SITE.4. ALL TRASH AND MISCELLANEOUS DEBRIS SHALL BEREMOVED FROM THE SITE AND DISPOSED OF IN A LEGALMANOR.5. ALL WORK SHALL BE IN ACCORDANCE WITH THE STATE ANDCOUNTY STANDARDS.6. OPEN BURNING OF TREES, LIMBS, STUMPS, ANDCONSTRUCTION DEBRIS ASSOCIATED WITH THISDEVELOPMENT IS PROHIBITED.7. ALL EXISTING FIRE HYDRANTS TO REMAIN CLEAR ANDOPERATIONAL DURING ALL PHASES OF CONSTRUCTION8. TREES OUTSIDE OF THE HATCHED AREA DENOTED BY"REMOVE" ON THE LEGEND ARE TO REMAIN, EVEN IF THEYFALL INSIDE OF THE LIMITS OF DISTURBANCE.
SURVEY NOTES:1. BY GRAPHIC PLOTTING ONLY, THIS TRACT IS LOCATED INZONE "X" ACCORDING TO THE FEDERAL EMERGENCYMANAGEMENT AGENCY'S FLOOD INSURANCE RATE MAP,COMMUNITY-PANEL NUMBER 3720322100 K AND PANELNUMBER 3720323100, DATED 8/28/20182. TOTAL SITE AREA = 2.22 AC.±3. THE LOCATION OF UTILITIES SHOWN HEREON ARE FROMOBSERVED EVIDENCE OF ABOVE GROUND APPURTENANCESAND PAINT MARKINGS ONLY. THE SURVEYOR WAS NOTPROVIDED WITH UNDERGROUND PLANS.4. BUILDING SETBACKS WERE TAKEN FROM NEW HANOVERCOUNTY DEVELOPMENT ORDINANCE SECTION 3.4.3., FORZONING B-1. ALL BUILDING SETBACKS SHOULD BE VERIFIEDBY APPROPRIATE AUTHORITIES.5. SURVEY PERFORMED WITHOUT THE BENEFIT OF A TITLESEARCH.6. NO LONG LEAF PINE TREES WERE OBSERVED OR LOCATEDON SITE.7. REFERENCES:7.1. BK 1292 PG 10987.2. BK 2088 PG 09927.3. BK 2654 PG 06137.4. BK 2669 PG 02217.5. BK 4996 PG 15707.6. BK 5054 PG 25357.7. BK 5638 PG 20077.8. BK 5854 PG 28197.9. BK 507 PG 4127.10. BK 573 PG 2507.11. BK 4 PG 22
Project No.56400
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ALL NOTES APPLY TO ALL DRAWINGS AND ALL TRADES. IT IS THE RESPONSIBILITY OF ALL CONTRACTORS ANDTRADES TO COORDINATE THE INSTALLATION OF THEIR WORK WITH THE INSTALLATION OF WORK BY ALL OTHERCONTRACTORS AND TRADES. THE REQUIREMENTS OF THE DRAWINGS, GENERAL REQUIREMENTS AND ALL ITEMSOF THE CONTRACT DOCUMENTS ARE EQUALLY BINDING ON ALL CONTRACTORS AND TRADES. EACHCONTRACTOR IS REQUIRED TO MAINTAIN FULL SETS OF THE CONTRACT DOCUMENTS FOR HIS EMPLOYEES USEON THE PROJECT TO ASSURE THAT ALL WORK IS PROPERLY COORDINATED AND INSTALLED WITH THE WORK OFOTHER CONTRACTORS AND TRADES.
WHENEVER THERE ARE DISCREPANCIES BETWEEN DRAWINGS, OR BETWEEN THE DRAWINGS ANDSPECIFICATIONS, OR CONFLICTS WITHIN THE SPECIFICATIONS AND/OR DRAWINGS, AND SUCH DISCREPANCY ISNOT CALLED TO THE ARCHITECT'S ATTENTION IN TIME TO PERMIT CLARIFICATION BY ADDENDUM, THECONTRACTOR SHALL BASE HIS BID UPON PROVIDING THE BETTER QUALITY OR GREATER OF WORK OR MATERIALCALLED FOR, SHALL SUBMIT A WRITTEN STATEMENT WITH HIS PROPOSAL NOTING SUCH DISCREPANCIES, ANDSHALL SO FURNISH AND INSTALL SUCH BETTER QUALITY OR GREATER QUANTITY UNLESS OTHERWISE ORDEREDIN WRITING.
GENERAL NOTE
03/29/2024
J GLAS
W ALTMAN
Addendum 025/10/2024
North Carolina License No. C-1652
2ND ROUND TRC6/12/2024VE Revisions8/16/2024 - 4
DEMOLITION LEGEND
REMOVE
LOD LIMITS OF WORK
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PID: R01708-003-002-000SCHROEDER ALLAN F BARBARABK 5638 PG 2007ZONE: B-1 PID: R01708-003-003-000ELDERDICE MILDRED FAMILY TRUSTBK 9911 PG 2619ZONE:B-1
PID: R01700-003-003-000ST STANISLAUS CATHOLIC CHURCHBK 2088 PG 992ZONE: RA
PID: R01708-002-002-000CMH HOMES INCBK 6529, PG 0384ZONE: RA
PID: R01708-002-003-000RICHARDSON SCOTT CASSANDRABK 4893, PG 2195ZONE: RA
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DIVERSION 'B' LINED @MIN 0.5% MIN SLOPE ANDCHECK DAMS WITH WEIRS
DRAINAGE AREA TO TEMPORARYDIVERSION "A" = 0.72 AC
CONSTRUCTIONENTRANCE (TYP.)
SILT FENCE (TYP.)
EXISTING TREESOUTSIDE OF TREEPROTECTION TOREMAIN (TYP.)
LIMITS OF CONSTRUCTION (TYP.)
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SILT FENCE (TYP.)
LIMITS OF CONSTRUCTION (TYP.)
OUTLET SKIMMERTO EXISTING DITCHTREE PROTECTIONFENCE (TYP.)
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SILT FENCE OUTLET (TYP.)
15" TEMPORARYHDPE PIPE
SILT FENCE OUTLET (TYP.)
SILT FENCE OUTLET (TYP.)
3 BAFFLES (TYP.)
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6' EMERGENCY SPILLWAY
RR - SKIMMER
Project No.56400
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ALL NOTES APPLY TO ALL DRAWINGS AND ALL TRADES. IT IS THE RESPONSIBILITY OF ALL CONTRACTORS ANDTRADES TO COORDINATE THE INSTALLATION OF THEIR WORK WITH THE INSTALLATION OF WORK BY ALL OTHERCONTRACTORS AND TRADES. THE REQUIREMENTS OF THE DRAWINGS, GENERAL REQUIREMENTS AND ALL ITEMSOF THE CONTRACT DOCUMENTS ARE EQUALLY BINDING ON ALL CONTRACTORS AND TRADES. EACHCONTRACTOR IS REQUIRED TO MAINTAIN FULL SETS OF THE CONTRACT DOCUMENTS FOR HIS EMPLOYEES USEON THE PROJECT TO ASSURE THAT ALL WORK IS PROPERLY COORDINATED AND INSTALLED WITH THE WORK OFOTHER CONTRACTORS AND TRADES.
WHENEVER THERE ARE DISCREPANCIES BETWEEN DRAWINGS, OR BETWEEN THE DRAWINGS ANDSPECIFICATIONS, OR CONFLICTS WITHIN THE SPECIFICATIONS AND/OR DRAWINGS, AND SUCH DISCREPANCY ISNOT CALLED TO THE ARCHITECT'S ATTENTION IN TIME TO PERMIT CLARIFICATION BY ADDENDUM, THECONTRACTOR SHALL BASE HIS BID UPON PROVIDING THE BETTER QUALITY OR GREATER OF WORK OR MATERIALCALLED FOR, SHALL SUBMIT A WRITTEN STATEMENT WITH HIS PROPOSAL NOTING SUCH DISCREPANCIES, ANDSHALL SO FURNISH AND INSTALL SUCH BETTER QUALITY OR GREATER QUANTITY UNLESS OTHERWISE ORDEREDIN WRITING.
GENERAL NOTE
03/29/2024
J GLAS
W ALTMAN
Addendum 025/10/2024
North Carolina License No. C-1652
2ND ROUND TRC6/12/2024VE Revisions8/16/2024 - 4
GENERAL EROSION AND SEDIMENT CONTROL NOTES:
1. ALL CONSTRUCTION SHALL COMPLY WITH NCDENR STANDARDS ANDSPECIFICATIONS.2. A COPY OF THE APPROVED EROSION CONTROL PLAN MUST BE ON FILE AT THE JOBSITE AT ALL TIMES.3. FAILURE TO FOLLOW THE APPROVED PLAN SEQUENCE AND DETAILS COULDSUBJECT THE CONTRACTOR TO FINES AND PENALTIES ISSUED BY THE DWQ.4. FIELD VERIFY ALL DIMENSIONS AND GRADES ON THESE PLANS PRIOR TOCONSTRUCTION. FAILURE TO NOTIFY THE OWNER OF ANY DISCREPANCIES PRIORTO PROCEEDING WITH PLAN OR GRADE CHANGES, MAY RESULT IN NO EXTRACOMPENSATION PAID TO THE CONTRACTOR FOR ANY WORK DONE DUE TODIMENSIONS OR GRADES SHOWN INCORRECTLY.5. EXCAVATION AND EARTH MOVING OPERATIONS SHALL BE CONDUCTED UNDER THESUPERVISION OF THE GEOTECHNICAL ENGINEER.6. VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION.EXISTING UTILITIES SHOWN ARE FROM THE BEST AVAILABLE RECORDS AND FROM ASURVEY OF ABOVE GROUND FEATURES. NO WARRANTY IS GIVEN OR IMPLIED ASTO THE ACCURACY OF THE INFORMATION. ALL EXISTING UTILITIES SHOULD BECONSIDERED APPROXIMATE IN LOCATION AND VERIFIED PRIOR TO COMMENCINGACTIVITY ON SITE.7. ALL ADJACENT ROADS TO THE SITE ARE TO BE SWEPT AND WASHED AT THE ENDOF EACH WORK DAY TO ENSURE NO SEDIMENT COLLECTS ON THE ROADWAYS.8. INSPECT AND PROPERLY MAINTAIN ALL EROSION AND SEDIMENT CONTROLMEASURES WEEKLY AND AFTER EVERY RAINFALL EVENT.9. INSTALL ANY ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY TOPREVENT SEDIMENT RUNOFF.10. PROVIDE NCDENR-DWQ WITH THE LOCATION OF OFFSITE STOCKPILES USED TOSTORE EXCAVATED SOIL FROM THE SITE. THE LOCATION OF OFFSITE STOCKPILESMUST BE AN UPLAND AREA. IF AN OFFSITE BORROW OR SPOIL SITE IS UTILIZED,THEN THE DISTURBED AREA FOR THE BORROW/SPOIL SITE MUST BE INCLUDED INTHE LAND DISTURBANCE PERMIT. THE CONTRACTOR WILL PROVIDE THE LOCATIONOF ALL EXCAVATED SOILS USED FOR THIS PROJECT TO NCDENR-DWQ. THIS AREAMUST ALSO BE AN UPLAND AREA.
NPDES GROUND STABILIZATION:
SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE WHERELAND-DISTURBING ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASEDACCORDING TO THE FOLLOWING SCHEDULE:
1. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPESSTEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE PROVIDEDTEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON ASPRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LASTLAND-DISTURBING ACTIVITY.
2. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENTSTABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENTWITHIN 14 CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY.
NOTE:
THE NPDES CONSTRUCTION PERMIT REQUIRES EROSION CONTROL DEVICES ANDSTORM WATER OUTFALLS BE INSPECTED WEEKLY (EVERY 7 CALENDAR DAYS) ANDWITHIN 24 HRS OF A .5 INCH RAIN EVENT. IT WILL BE THE RESPONSIBILITY OF THECONTRACTOR TO CONDUCT THESE INSPECTIONS AND MAINTAIN RECORDS UNTIL THEAREA HAS STABILIZED, EVIDENT BY 95% VEGETATIVE GROWTH FOR AREAS PROVIDEDSEEDING. TO FACILITATE RAINFALL MONITORING A RAIN GAUGE IS REQUIRED TO BE ONSITE. ADDITIONALLY THE CONTRACTOR IS RESPONSIBLE FOR CONDUCTING “SELFINSPECTIONS” INDICATING THE DATE BMPS ARE INSTALLED AND STABILIZATIONMEASURES (SEEDING/MULCHING OR SOD) ARE INITIATED. THE “SELF INSPECTION”REPORTS WILL BE MAINTAINED ALONG WITH THE “NPDES” INSPECTION REPORTS. ONCESTABILIZATION HAS BEEN ACCOMPLISHED INSPECTION RECORDS ARE TO BEFORWARDED TO EAD AND ALL TEMPORARY EROSION/SEDIMENTATION CONTROLDEVICES REMOVED. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING COMPLIANCEWITH ALL PERMITS AND PLANS, ANY CHANGES WILL BE APPROVED BY THE STATE PRIORTO EXECUTION. A COPY OF THE EROSION AND SEDIMENTATION CONTROL PLAN, LETTEROF APPROVAL, AND NPDES CONSTRUCTION PERMIT WILL BE MAINTAINED BY THECONTRACTOR AT THE ONSITE OFFICE. IF SOIL IS REMOVED FROM OR BROUGHT ONSITE,THE APPLICABLE SOLID WASTE MANAGEMENT PERMIT NUMBER, EROSIONSEDIMENTATION PERMIT NUMBER OR MINE PERMIT NUMBER WILL BE DISCLOSED.
PHASE I EROSION CONTROL CONSTRUCTION SEQUENCE:
1. A LAND DISTURBANCE PRECONSTRUCTION MEETING IS REQUIRED PRIOR TO ANYDISTURBANCE ON SITE. INVITE THE LOCAL NCDENR INSPECTOR, OWNER, OWNERSENGINEER, ARCHITECT, AND GRADING CONTRACTOR. SCHEDULE THE MEETING ATLEAST 48 HOURS PRIOR TO THE PRE-CONSTRUCTION MEETING AND LANDDISTURBANCE. NOTIFY LOCAL NCDENR REGIONAL OFFICE PRIOR TO ANY LANDDISTURBANCE.
2. INSTALL CONSTRUCTION ENTRANCE, BEGIN TREE CLEARING, AND PREPARE SITEFOR SOIL SURCHARGING AS INDICATED ON PLAN.
3. INSTALL TEMPORARY DIVERSION DITCHES "A", AND "B", AND THE SEDIMENT TRAP,CLEARING ONLY NECESSARY AREAS. CONSTRUCT THE SEDIMENT TRAP BYEXCAVATING THE AREA TO THE GRADES SHOWN AND CONSTRUCTING THEEMBANKMENT TO THE REQUIRED DENSITY. INSTALL THE SKIMMER DEVICE.STABILIZE ALL DISTURBED SOILS UPON COMPLETION OF THE SEDIMENT TRAP.
4. ENSURE PHASE 1 MEASURES HAVE BEEN COMPLETED, INSPECTED, ANDAPPROVED. ADJUST AS NEEDED DURING OBSERVATION PERIOD FOR THE SOILSURCHARGING.
SILT FENCE OUTLETS ARE TO BE PROVIDED ALONG ALL LOWPOINTS OF SILT FENCE AND AREAS WHERE RUNOFF MAYCONCENTRATE CAUSING DAMAGE TO SILT FENCE.CONTRACTOR TO INSTALL OUTLETS AS NECESSARY TOENSURE SILT FENCE IS FULLY FUNCTIONAL THROUGHOUT THEDURATION OF CONSTRUCTION.
EROSION CONTROL PHASE ILIMITS OF DISTURBANCE: 2.18 AC
SILT FENCE
EROSION CONTROL LEGEND
DUST CONTROLDC
LIMIT OF DISTURBANCE
TEMPORARY DIVERSION
TEMPORARYCONSTRUCTION ENTRANCE
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SLOPE MATTING REQUIRED SOILSTABILIZATION WITHIN 7 DAYS
CHANNEL LINING
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PID: R01708-003-002-000SCHROEDER ALLAN F BARBARABK 5638 PG 2007ZONE: B-1 PID: R01708-003-003-000ELDERDICE MILDRED FAMILY TRUSTBK 9911 PG 2619ZONE:B-1
PID: R01700-003-003-000ST STANISLAUS CATHOLIC CHURCHBK 2088 PG 992ZONE: RA
PID: R01708-002-002-000CMH HOMES INCBK 6529, PG 0384ZONE: RA
PID: R01708-002-003-000RICHARDSON SCOTT CASSANDRABK 4893, PG 2195ZONE: RA
S59°24'55"E 315.17'
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BUILDING PADFFE: 24.25'SURCHARGE FILL ELEVATION: 27.25'
DRAINAGE AREA TO TEMPORARYDIVERSION "A" = 1.16 AC
DRAINAGE AREA TO TEMPORARYDIVERSION "B" = 0.58 AC
DIVERSION 'B' LINED @MIN 0.5% MIN SLOPE ANDCHECK DAMS WITH WEIRS
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Project No.56400
Date:
Sheet No.
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ALL NOTES APPLY TO ALL DRAWINGS AND ALL TRADES. IT IS THE RESPONSIBILITY OF ALL CONTRACTORS ANDTRADES TO COORDINATE THE INSTALLATION OF THEIR WORK WITH THE INSTALLATION OF WORK BY ALL OTHERCONTRACTORS AND TRADES. THE REQUIREMENTS OF THE DRAWINGS, GENERAL REQUIREMENTS AND ALL ITEMSOF THE CONTRACT DOCUMENTS ARE EQUALLY BINDING ON ALL CONTRACTORS AND TRADES. EACHCONTRACTOR IS REQUIRED TO MAINTAIN FULL SETS OF THE CONTRACT DOCUMENTS FOR HIS EMPLOYEES USEON THE PROJECT TO ASSURE THAT ALL WORK IS PROPERLY COORDINATED AND INSTALLED WITH THE WORK OFOTHER CONTRACTORS AND TRADES.
WHENEVER THERE ARE DISCREPANCIES BETWEEN DRAWINGS, OR BETWEEN THE DRAWINGS ANDSPECIFICATIONS, OR CONFLICTS WITHIN THE SPECIFICATIONS AND/OR DRAWINGS, AND SUCH DISCREPANCY ISNOT CALLED TO THE ARCHITECT'S ATTENTION IN TIME TO PERMIT CLARIFICATION BY ADDENDUM, THECONTRACTOR SHALL BASE HIS BID UPON PROVIDING THE BETTER QUALITY OR GREATER OF WORK OR MATERIALCALLED FOR, SHALL SUBMIT A WRITTEN STATEMENT WITH HIS PROPOSAL NOTING SUCH DISCREPANCIES, ANDSHALL SO FURNISH AND INSTALL SUCH BETTER QUALITY OR GREATER QUANTITY UNLESS OTHERWISE ORDEREDIN WRITING.
GENERAL NOTE
03/29/2024
J GLAS
W ALTMAN
Addendum 025/10/2024
North Carolina License No. C-1652
2ND ROUND TRC6/12/2024VE Revisions8/16/2024 - 4
GENERAL EROSION AND SEDIMENT CONTROL NOTES:
1. ALL CONSTRUCTION SHALL COMPLY WITH NCDENR STANDARDS AND SPECIFICATIONS.2. A COPY OF THE APPROVED EROSION CONTROL PLAN MUST BE ON FILE AT THE JOB SITEAT ALL TIMES.3. FAILURE TO FOLLOW THE APPROVED PLAN SEQUENCE AND DETAILS COULD SUBJECTTHE CONTRACTOR TO FINES AND PENALTIES ISSUED BY THE DWQ.4. FIELD VERIFY ALL DIMENSIONS AND GRADES ON THESE PLANS PRIOR TOCONSTRUCTION. FAILURE TO NOTIFY THE OWNER OF ANY DISCREPANCIES PRIOR TOPROCEEDING WITH PLAN OR GRADE CHANGES, MAY RESULT IN NO EXTRACOMPENSATION PAID TO THE CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONSOR GRADES SHOWN INCORRECTLY.5. EXCAVATION AND EARTH MOVING OPERATIONS SHALL BE CONDUCTED UNDER THESUPERVISION OF THE GEOTECHNICAL ENGINEER.6. VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. EXISTINGUTILITIES SHOWN ARE FROM THE BEST AVAILABLE RECORDS AND FROM A SURVEY OFABOVE GROUND FEATURES. NO WARRANTY IS GIVEN OR IMPLIED AS TO THE ACCURACYOF THE INFORMATION. ALL EXISTING UTILITIES SHOULD BE CONSIDERED APPROXIMATEIN LOCATION AND VERIFIED PRIOR TO COMMENCING ACTIVITY ON SITE.7. ALL ADJACENT ROADS TO THE SITE ARE TO BE SWEPT AND WASHED AT THE END OFEACH WORK DAY TO ENSURE NO SEDIMENT COLLECTS ON THE ROADWAYS.8. INSPECT AND PROPERLY MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURESWEEKLY AND AFTER EVERY RAINFALL EVENT.9. INSTALL ANY ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY TO PREVENTSEDIMENT RUNOFF.10. PROVIDE NCDENR-DWQ WITH THE LOCATION OF OFFSITE STOCKPILES USED TO STOREEXCAVATED SOIL FROM THE SITE. THE LOCATION OF OFFSITE STOCKPILES MUST BE ANUPLAND AREA. IF AN OFFSITE BORROW OR SPOIL SITE IS UTILIZED, THEN THEDISTURBED AREA FOR THE BORROW/SPOIL SITE MUST BE INCLUDED IN THE LANDDISTURBANCE PERMIT. THE CONTRACTOR WILL PROVIDE THE LOCATION OF ALLEXCAVATED SOILS USED FOR THIS PROJECT TO NCDENR-DWQ. THIS AREA MUST ALSOBE AN UPLAND AREA.
NPDES GROUND STABILIZATION:
SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE WHERELAND-DISTURBING ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASEDACCORDING TO THE FOLLOWING SCHEDULE:
1. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPESSTEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE PROVIDED TEMPORARYOR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUTIN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST LAND-DISTURBINGACTIVITY.
2. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENTSTABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENTWITHIN 14 CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY.
NOTE:
THE NPDES CONSTRUCTION PERMIT REQUIRES EROSION CONTROL DEVICES AND STORMWATER OUTFALLS BE INSPECTED WEEKLY (EVERY 7 CALENDAR DAYS) AND WITHIN 24 HRSOF A .5 INCH RAIN EVENT. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TOCONDUCT THESE INSPECTIONS AND MAINTAIN RECORDS UNTIL THE AREA HASSTABILIZED, EVIDENT BY 95% VEGETATIVE GROWTH FOR AREAS PROVIDED SEEDING. TOFACILITATE RAINFALL MONITORING A RAIN GAUGE IS REQUIRED TO BE ON SITE.ADDITIONALLY THE CONTRACTOR IS RESPONSIBLE FOR CONDUCTING “SELFINSPECTIONS” INDICATING THE DATE BMPS ARE INSTALLED AND STABILIZATIONMEASURES (SEEDING/MULCHING OR SOD) ARE INITIATED. THE “SELF INSPECTION”REPORTS WILL BE MAINTAINED ALONG WITH THE “NPDES” INSPECTION REPORTS. ONCESTABILIZATION HAS BEEN ACCOMPLISHED INSPECTION RECORDS ARE TO BE FORWARDEDTO EAD AND ALL TEMPORARY EROSION/SEDIMENTATION CONTROL DEVICES REMOVED.THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING COMPLIANCE WITH ALL PERMITSAND PLANS, ANY CHANGES WILL BE APPROVED BY THE STATE PRIOR TO EXECUTION. ACOPY OF THE EROSION AND SEDIMENTATION CONTROL PLAN, LETTER OF APPROVAL, ANDNPDES CONSTRUCTION PERMIT WILL BE MAINTAINED BY THE CONTRACTOR AT THEONSITE OFFICE. IF SOIL IS REMOVED FROM OR BROUGHT ONSITE, THE APPLICABLE SOLIDWASTE MANAGEMENT PERMIT NUMBER, EROSION SEDIMENTATION PERMIT NUMBER ORMINE PERMIT NUMBER WILL BE DISCLOSED.
PHASE II EROSION CONTROL CONSTRUCTION SEQUENCE:1. MAINTAIN ALL EXISTING EROSION CONTROL FEATURES PREVIOUSLY CONSTRUCTEDAND INSTALL ANY ASSOCIATED WITH PHASE II EROSION CONTROL.2. BEGIN BRINGING FILL INTO THE SITE TO BUILD UP THE BUILDING PAD TO BEGINSURCHARGING PROCESS. REFER TO THE GEOTECHNICAL REPORT AND THEOWNER'S GEOTECHNICAL ENGINEER FOR GUIDANCE.2.1. BUILDING PAD IS TO BE AT 24.25. ONCE GRADE IS BROUGHT TO 24.25, BRING INAT LEAST 3 FEET OF TEMPORARY SURCHARGE FILL.2.2. AFTER THE SURCHARGE FILL IS PLACED, AN IDLE PERIOD SHOULD PASS ANDTHE RESULTS OF THE MONITORING PROGRAM CONFIRMED BY THEGEOTECHNICAL ENGINEER BEFORE THE SURCHARE IS REMOVED AND THE SITEGRADED TO THE DESIGN SUBGRADE ELEVATION.2.3. THE IDLE PERIOD MAY BE REDUCED BY INCREASING THE INITIAL SURCHARGEFILL HEIGHT ACROSS THE SITE.3. AS THE BUILDING PAD SURCHARGE IS BEING BROUGHT IN, UP FIT THE SEDIMENTBASIN AS SHOWN. INSTALL THE COIR MESH SEDIMENT BAFFLES AS REQUIRED.4. INSTALL ADEQUATE EROSION AND SEDIMENT CONTROL MEASURES AND/ORINCREASE MAINTENANCE FREQUENCY WHERE APPROVED MEASURES FAIL TOPREVENT ACCELERATED EROSION, OFF-SITE SEDIMENTATION, OR REPETITIVENON-COMPLIANCE ISSUES. ALL MEASURES MUST BE INSTALLED PER PLAN DETAIL.ENSURE CONSTRUCTION TRAFFIC IS LIMITED TO THE CONSTRUCTION ENTRANCEONLY.5.GROUND COVER SHALL BE PROVIDED AS FOLLOWS:x FOR ALL AREAS OF MODERATE AND/OR STEEP SLOPES, PROVIDETEMPORARY GROUND COVER IF THE SLOPE HAS NOT BEEN DISTURBED FORA PERIOD OF FOURTEEN (14) DAYS. SLOPES GREATER THAN 3:1 REQUIREGROUND COVER IN 7 DAYS.x PROVIDE GROUND COVER SUFFICIENT TO RESTRAIN EROSION ON ANYPORTION OF THE SITE UPON WHICH FURTHER LAND-DISTURBING ACTIVITY ISNOT BEING UNDERTAKEN WITHIN FOURTEEN (14) CALENDAR DAYS OFTEMPORARILY OR PERMANENTLY SUSPENDING LAND DISTURBING ACTIVITY.x ESTABLISH PERMANENT GROUND COVER SUFFICIENT TO RESTRAINEROSION WITHIN FOURTEEN (14) CALENDAR DAYS FOLLOWING COMPLETIONOF CONSTRUCTION OR DEVELOPMENT AND/OR PRIOR TO FINAL INSPECTION.6. MODIFICATIONS TO THE APPROVED AND PERMITTED PLANS SHALL BE APPROVED BYEROSION CONTROL INSPECTIONS PRIOR TO REMOVAL OR INSTALLATION. CONTACTTHE EROSION CONTROL INSPECTOR TO OBTAIN SIGN-OFF ON THE PLANS.7. MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES IN GOOD WORKINGORDER. SILT FENCE, INLET PROTECTION, AND OTHER SIMILAR MEASURES MUST BECLEANED OUT BEFORE THEY ARE HALF FULL. CLOGGED STONE FILTERS MUST BEREFRESHED/REPLACED. SILT FENCE CAN NOT HAVE HOLES OR TEARS.
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EROSION CONTROL PHASE IILIMITS OF DISTURBANCE: 2.18 AC
SILT FENCE OUTLETS ARE TO BE PROVIDED ALONG ALL LOWPOINTS OF SILT FENCE AND AREAS WHERE RUNOFF MAYCONCENTRATE CAUSING DAMAGE TO SILT FENCE.CONTRACTOR TO INSTALL OUTLETS AS NECESSARY TOENSURE SILT FENCE IS FULLY FUNCTIONAL THROUGHOUT THEDURATION OF CONSTRUCTION.
SILT FENCE
EROSION CONTROL LEGEND
DUST CONTROLDC
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TEMPORARY DIVERSION
TEMPORARYCONSTRUCTION ENTRANCE
SILT FENCE OUTLET
STAGING AREA
TREE PROTECTION
LOD
TP
SLOPE MATTING REQUIRED SOILSTABILIZATION WITHIN 7 DAYS
CHANNEL LINING
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PID: R01708-003-002-000SCHROEDER ALLAN F BARBARABK 5638 PG 2007ZONE: B-1 PID: R01708-003-003-000ELDERDICE MILDRED FAMILY TRUSTBK 9911 PG 2619ZONE:B-1
PID: R01700-003-003-000ST STANISLAUS CATHOLIC CHURCHBK 2088 PG 992ZONE: RA
PID: R01708-002-002-000CMH HOMES INCBK 6529, PG 0384ZONE: RA
PID: R01708-002-003-000RICHARDSON SCOTT CASSANDRABK 4893, PG 2195ZONE: RA
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GRAVEL AND HARDWIRECLOTH DROP INLETPROTECTION (TYP.)
BUILDING PAD
CONCRETEWASHOUT
CONNECT SKIMMER TO RISER
3 BAFFLES (TYP.)SILT FENCE OUTLET (TYP.)
DRAINAGE AREA TO TEMPORARYDIVERSION "C" = 2.05 AC
GRAVEL AND HARDWIRECLOTH DROP INLETPROTECTION (TYP.)
SILT FENCE OUTLET (TYP.)
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Project No.56400
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Sheet No.
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Checked by:
Revisions:
ALL NOTES APPLY TO ALL DRAWINGS AND ALL TRADES. IT IS THE RESPONSIBILITY OF ALL CONTRACTORS ANDTRADES TO COORDINATE THE INSTALLATION OF THEIR WORK WITH THE INSTALLATION OF WORK BY ALL OTHERCONTRACTORS AND TRADES. THE REQUIREMENTS OF THE DRAWINGS, GENERAL REQUIREMENTS AND ALL ITEMSOF THE CONTRACT DOCUMENTS ARE EQUALLY BINDING ON ALL CONTRACTORS AND TRADES. EACHCONTRACTOR IS REQUIRED TO MAINTAIN FULL SETS OF THE CONTRACT DOCUMENTS FOR HIS EMPLOYEES USEON THE PROJECT TO ASSURE THAT ALL WORK IS PROPERLY COORDINATED AND INSTALLED WITH THE WORK OFOTHER CONTRACTORS AND TRADES.
WHENEVER THERE ARE DISCREPANCIES BETWEEN DRAWINGS, OR BETWEEN THE DRAWINGS ANDSPECIFICATIONS, OR CONFLICTS WITHIN THE SPECIFICATIONS AND/OR DRAWINGS, AND SUCH DISCREPANCY ISNOT CALLED TO THE ARCHITECT'S ATTENTION IN TIME TO PERMIT CLARIFICATION BY ADDENDUM, THECONTRACTOR SHALL BASE HIS BID UPON PROVIDING THE BETTER QUALITY OR GREATER OF WORK OR MATERIALCALLED FOR, SHALL SUBMIT A WRITTEN STATEMENT WITH HIS PROPOSAL NOTING SUCH DISCREPANCIES, ANDSHALL SO FURNISH AND INSTALL SUCH BETTER QUALITY OR GREATER QUANTITY UNLESS OTHERWISE ORDEREDIN WRITING.
GENERAL NOTE
03/29/2024
J GLAS
W ALTMAN
Addendum 025/10/2024
North Carolina License No. C-1652
2ND ROUND TRC6/12/2024VE Revisions8/16/2024 - 4
GENERAL EROSION AND SEDIMENT CONTROL NOTES:
1. ALL CONSTRUCTION SHALL COMPLY WITH NCDENR STANDARDS AND SPECIFICATIONS.2. A COPY OF THE APPROVED EROSION CONTROL PLAN MUST BE ON FILE AT THE JOB SITEAT ALL TIMES.3. FAILURE TO FOLLOW THE APPROVED PLAN SEQUENCE AND DETAILS COULD SUBJECTTHE CONTRACTOR TO FINES AND PENALTIES ISSUED BY THE DWQ.4. FIELD VERIFY ALL DIMENSIONS AND GRADES ON THESE PLANS PRIOR TOCONSTRUCTION. FAILURE TO NOTIFY THE OWNER OF ANY DISCREPANCIES PRIOR TOPROCEEDING WITH PLAN OR GRADE CHANGES, MAY RESULT IN NO EXTRACOMPENSATION PAID TO THE CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONSOR GRADES SHOWN INCORRECTLY.5. EXCAVATION AND EARTH MOVING OPERATIONS SHALL BE CONDUCTED UNDER THESUPERVISION OF THE GEOTECHNICAL ENGINEER.6. VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. EXISTINGUTILITIES SHOWN ARE FROM THE BEST AVAILABLE RECORDS AND FROM A SURVEY OFABOVE GROUND FEATURES. NO WARRANTY IS GIVEN OR IMPLIED AS TO THE ACCURACYOF THE INFORMATION. ALL EXISTING UTILITIES SHOULD BE CONSIDERED APPROXIMATEIN LOCATION AND VERIFIED PRIOR TO COMMENCING ACTIVITY ON SITE.7. ALL ADJACENT ROADS TO THE SITE ARE TO BE SWEPT AND WASHED AT THE END OFEACH WORK DAY TO ENSURE NO SEDIMENT COLLECTS ON THE ROADWAYS.8. INSPECT AND PROPERLY MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURESWEEKLY AND AFTER EVERY RAINFALL EVENT.9. INSTALL ANY ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY TO PREVENTSEDIMENT RUNOFF.10. PROVIDE NCDENR-DWQ WITH THE LOCATION OF OFFSITE STOCKPILES USED TO STOREEXCAVATED SOIL FROM THE SITE. THE LOCATION OF OFFSITE STOCKPILES MUST BE ANUPLAND AREA. IF AN OFFSITE BORROW OR SPOIL SITE IS UTILIZED, THEN THEDISTURBED AREA FOR THE BORROW/SPOIL SITE MUST BE INCLUDED IN THE LANDDISTURBANCE PERMIT. THE CONTRACTOR WILL PROVIDE THE LOCATION OF ALLEXCAVATED SOILS USED FOR THIS PROJECT TO NCDENR-DWQ. THIS AREA MUST ALSOBE AN UPLAND AREA.
NPDES GROUND STABILIZATION:
SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE WHERELAND-DISTURBING ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASEDACCORDING TO THE FOLLOWING SCHEDULE:
1. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPESSTEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE PROVIDED TEMPORARYOR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUTIN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST LAND-DISTURBINGACTIVITY.
2. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENTSTABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENTWITHIN 14 CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY.
NOTE:
THE NPDES CONSTRUCTION PERMIT REQUIRES EROSION CONTROL DEVICES AND STORMWATER OUTFALLS BE INSPECTED WEEKLY (EVERY 7 CALENDAR DAYS) AND WITHIN 24 HRSOF A .5 INCH RAIN EVENT. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TOCONDUCT THESE INSPECTIONS AND MAINTAIN RECORDS UNTIL THE AREA HASSTABILIZED, EVIDENT BY 95% VEGETATIVE GROWTH FOR AREAS PROVIDED SEEDING. TOFACILITATE RAINFALL MONITORING A RAIN GAUGE IS REQUIRED TO BE ON SITE.ADDITIONALLY THE CONTRACTOR IS RESPONSIBLE FOR CONDUCTING “SELFINSPECTIONS” INDICATING THE DATE BMPS ARE INSTALLED AND STABILIZATIONMEASURES (SEEDING/MULCHING OR SOD) ARE INITIATED. THE “SELF INSPECTION”REPORTS WILL BE MAINTAINED ALONG WITH THE “NPDES” INSPECTION REPORTS. ONCESTABILIZATION HAS BEEN ACCOMPLISHED INSPECTION RECORDS ARE TO BE FORWARDEDTO EAD AND ALL TEMPORARY EROSION/SEDIMENTATION CONTROL DEVICES REMOVED.THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING COMPLIANCE WITH ALL PERMITSAND PLANS, ANY CHANGES WILL BE APPROVED BY THE STATE PRIOR TO EXECUTION. ACOPY OF THE EROSION AND SEDIMENTATION CONTROL PLAN, LETTER OF APPROVAL, ANDNPDES CONSTRUCTION PERMIT WILL BE MAINTAINED BY THE CONTRACTOR AT THEONSITE OFFICE. IF SOIL IS REMOVED FROM OR BROUGHT ONSITE, THE APPLICABLE SOLIDWASTE MANAGEMENT PERMIT NUMBER, EROSION SEDIMENTATION PERMIT NUMBER ORMINE PERMIT NUMBER WILL BE DISCLOSED.
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EROSION CONTROL PHASE IIILIMITS OF DISTURBANCE: 2.47 AC PHASE III EROSION CONTROL CONSTRUCTION SEQUENCE:1. MAINTAIN ALL EXISTING EROSION CONTROL FEATURES PREVIOUSLY CONSTRUCTEDAND ASSOCIATED WITH PHASE Il EROSION CONTROL.2. MAINTAIN EXISTING SKIMMER TRAP UNTIL SKIMMER BASIN l IS INSTALLED PER PLANS.CONTINUE BRINGING SITE TO ROUGH GRADE.3. GRADING SHALL BE PERFORMED UNDER THE DIRECTION OF THE OWNERSGEOTECHNICAL ENGINEER. BRING SITE UP TO GRADE AND CONTINUE GRADING OFBUILDING PAD.4. BEGIN UTILITY AND REMAINING STORM DRAINAGE INSTALLATION AS SHOWN ONDRAWINGS. AS STORM DRAINAGE PIPING AND CULVERTS ARE INSTALLED, CONSTRUCTHARDWARE CLOTH AND GRAVEL INLET PROTECTION AND ROCK PIPE INLETPROTECTION AS SHOWN AT ALL STORM INLETS.5. STABILIZE SITE WITH TEMPORARY GROUNDCOVER AS AREAS ARE BROUGHT UP TOTEMPORARY FINISHED GRADE. DENUDED AREAS MUST BE SEEDED WITHIN FOURTEEN(14) DAYS OF COMPLETION OF ANY PHASE OF CONSTRUCTION FOR FLAT AREAS ANDSEVEN (7) DAYS ON ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES ANDALL SLOPES STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL.6. SLOPE 3:1 AND GREATER SHALL BE HYDROSEEDED UNLESS OTHERWISE STABILIZEDWITH EROSION CONTROL MATTING.7. MAINTAIN EXISTING EROSION CONTROL FEATURES AND BEGIN PHASE 4.
SILT FENCE OUTLETS ARE TO BE PROVIDED ALONG ALL LOWPOINTS OF SILT FENCE AND AREAS WHERE RUNOFF MAYCONCENTRATE CAUSING DAMAGE TO SILT FENCE.CONTRACTOR TO INSTALL OUTLETS AS NECESSARY TOENSURE SILT FENCE IS FULLY FUNCTIONAL THROUGHOUT THEDURATION OF CONSTRUCTION.
SILT FENCE
EROSION CONTROL LEGEND
DUST CONTROLDC
LIMIT OF DISTURBANCE
TEMPORARY DIVERSION
TEMPORARYCONSTRUCTION ENTRANCE
SILT FENCE OUTLET
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TREE PROTECTION
LOD
TP
SLOPE MATTING REQUIRED SOILSTABILIZATION WITHIN 7 DAYS
CHANNEL LINING
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PID: R01708-003-002-000SCHROEDER ALLAN F BARBARABK 5638 PG 2007ZONE: B-1 PID: R01708-003-003-000ELDERDICE MILDRED FAMILY TRUSTBK 9911 PG 2619ZONE:B-1
PID: R01700-003-003-000ST STANISLAUS CATHOLIC CHURCHBK 2088 PG 992ZONE: RA
PID: R01708-002-002-000CMH HOMES INCBK 6529, PG 0384ZONE: RA
PID: R01708-002-003-000RICHARDSON SCOTT CASSANDRABK 4893, PG 2195ZONE: RA
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Project No.56400
Date:
Sheet No.
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Revisions:
ALL NOTES APPLY TO ALL DRAWINGS AND ALL TRADES. IT IS THE RESPONSIBILITY OF ALL CONTRACTORS ANDTRADES TO COORDINATE THE INSTALLATION OF THEIR WORK WITH THE INSTALLATION OF WORK BY ALL OTHERCONTRACTORS AND TRADES. THE REQUIREMENTS OF THE DRAWINGS, GENERAL REQUIREMENTS AND ALL ITEMSOF THE CONTRACT DOCUMENTS ARE EQUALLY BINDING ON ALL CONTRACTORS AND TRADES. EACHCONTRACTOR IS REQUIRED TO MAINTAIN FULL SETS OF THE CONTRACT DOCUMENTS FOR HIS EMPLOYEES USEON THE PROJECT TO ASSURE THAT ALL WORK IS PROPERLY COORDINATED AND INSTALLED WITH THE WORK OFOTHER CONTRACTORS AND TRADES.
WHENEVER THERE ARE DISCREPANCIES BETWEEN DRAWINGS, OR BETWEEN THE DRAWINGS ANDSPECIFICATIONS, OR CONFLICTS WITHIN THE SPECIFICATIONS AND/OR DRAWINGS, AND SUCH DISCREPANCY ISNOT CALLED TO THE ARCHITECT'S ATTENTION IN TIME TO PERMIT CLARIFICATION BY ADDENDUM, THECONTRACTOR SHALL BASE HIS BID UPON PROVIDING THE BETTER QUALITY OR GREATER OF WORK OR MATERIALCALLED FOR, SHALL SUBMIT A WRITTEN STATEMENT WITH HIS PROPOSAL NOTING SUCH DISCREPANCIES, ANDSHALL SO FURNISH AND INSTALL SUCH BETTER QUALITY OR GREATER QUANTITY UNLESS OTHERWISE ORDEREDIN WRITING.
GENERAL NOTE
03/29/2024
J GLAS
W ALTMAN
Addendum 025/10/2024
North Carolina License No. C-1652
2ND ROUND TRC6/12/2024VE Revisions8/16/2024 - 4
GENERAL EROSION AND SEDIMENT CONTROL NOTES:
1. ALL CONSTRUCTION SHALL COMPLY WITH NCDENR STANDARDS AND SPECIFICATIONS.2. A COPY OF THE APPROVED EROSION CONTROL PLAN MUST BE ON FILE AT THE JOB SITEAT ALL TIMES.3. FAILURE TO FOLLOW THE APPROVED PLAN SEQUENCE AND DETAILS COULD SUBJECTTHE CONTRACTOR TO FINES AND PENALTIES ISSUED BY THE DWQ.4. FIELD VERIFY ALL DIMENSIONS AND GRADES ON THESE PLANS PRIOR TOCONSTRUCTION. FAILURE TO NOTIFY THE OWNER OF ANY DISCREPANCIES PRIOR TOPROCEEDING WITH PLAN OR GRADE CHANGES, MAY RESULT IN NO EXTRACOMPENSATION PAID TO THE CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONSOR GRADES SHOWN INCORRECTLY.5. EXCAVATION AND EARTH MOVING OPERATIONS SHALL BE CONDUCTED UNDER THESUPERVISION OF THE GEOTECHNICAL ENGINEER.6. VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. EXISTINGUTILITIES SHOWN ARE FROM THE BEST AVAILABLE RECORDS AND FROM A SURVEY OFABOVE GROUND FEATURES. NO WARRANTY IS GIVEN OR IMPLIED AS TO THE ACCURACYOF THE INFORMATION. ALL EXISTING UTILITIES SHOULD BE CONSIDERED APPROXIMATEIN LOCATION AND VERIFIED PRIOR TO COMMENCING ACTIVITY ON SITE.7. ALL ADJACENT ROADS TO THE SITE ARE TO BE SWEPT AND WASHED AT THE END OFEACH WORK DAY TO ENSURE NO SEDIMENT COLLECTS ON THE ROADWAYS.8. INSPECT AND PROPERLY MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURESWEEKLY AND AFTER EVERY RAINFALL EVENT.9. INSTALL ANY ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY TO PREVENTSEDIMENT RUNOFF.10. PROVIDE NCDENR-DWQ WITH THE LOCATION OF OFFSITE STOCKPILES USED TO STOREEXCAVATED SOIL FROM THE SITE. THE LOCATION OF OFFSITE STOCKPILES MUST BE ANUPLAND AREA. IF AN OFFSITE BORROW OR SPOIL SITE IS UTILIZED, THEN THEDISTURBED AREA FOR THE BORROW/SPOIL SITE MUST BE INCLUDED IN THE LANDDISTURBANCE PERMIT. THE CONTRACTOR WILL PROVIDE THE LOCATION OF ALLEXCAVATED SOILS USED FOR THIS PROJECT TO NCDENR-DWQ. THIS AREA MUST ALSOBE AN UPLAND AREA.
NPDES GROUND STABILIZATION:
SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE WHERELAND-DISTURBING ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASEDACCORDING TO THE FOLLOWING SCHEDULE:
1. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPESSTEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE PROVIDED TEMPORARYOR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUTIN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST LAND-DISTURBINGACTIVITY.
2. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENTSTABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENTWITHIN 14 CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY.
NOTE:
THE NPDES CONSTRUCTION PERMIT REQUIRES EROSION CONTROL DEVICES AND STORMWATER OUTFALLS BE INSPECTED WEEKLY (EVERY 7 CALENDAR DAYS) AND WITHIN 24 HRSOF A .5 INCH RAIN EVENT. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TOCONDUCT THESE INSPECTIONS AND MAINTAIN RECORDS UNTIL THE AREA HASSTABILIZED, EVIDENT BY 95% VEGETATIVE GROWTH FOR AREAS PROVIDED SEEDING. TOFACILITATE RAINFALL MONITORING A RAIN GAUGE IS REQUIRED TO BE ON SITE.ADDITIONALLY THE CONTRACTOR IS RESPONSIBLE FOR CONDUCTING “SELFINSPECTIONS” INDICATING THE DATE BMPS ARE INSTALLED AND STABILIZATIONMEASURES (SEEDING/MULCHING OR SOD) ARE INITIATED. THE “SELF INSPECTION”REPORTS WILL BE MAINTAINED ALONG WITH THE “NPDES” INSPECTION REPORTS. ONCESTABILIZATION HAS BEEN ACCOMPLISHED INSPECTION RECORDS ARE TO BE FORWARDEDTO EAD AND ALL TEMPORARY EROSION/SEDIMENTATION CONTROL DEVICES REMOVED.THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING COMPLIANCE WITH ALL PERMITSAND PLANS, ANY CHANGES WILL BE APPROVED BY THE STATE PRIOR TO EXECUTION. ACOPY OF THE EROSION AND SEDIMENTATION CONTROL PLAN, LETTER OF APPROVAL, ANDNPDES CONSTRUCTION PERMIT WILL BE MAINTAINED BY THE CONTRACTOR AT THEONSITE OFFICE. IF SOIL IS REMOVED FROM OR BROUGHT ONSITE, THE APPLICABLE SOLIDWASTE MANAGEMENT PERMIT NUMBER, EROSION SEDIMENTATION PERMIT NUMBER ORMINE PERMIT NUMBER WILL BE DISCLOSED.
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EROSION CONTROL PHASE IVLIMITS OF DISTURBANCE: 2.47 AC
PHASE IV EROSION CONTROL CONSTRUCTION SEQUENCE:
1. AS BUILDING CONSTRUCTION PROGRESSES, BEGIN FINAL GRADING OPERATIONS FORTHE NEW PARKING LOTS AND ASSOCIATED ACCESS DRIVES AND INFRASTRUCTURE.
2. FINE GRADE PARKING AREAS AND INSTALL CURB AND GUTTER AND CRUSHED STONESUBGRADE.
3. FINISH FINE GRADING OF SITE AND COMPLETE UTILITY INSTALLATION. INSTALLASPHALT IN THE PARKING LOTS. ADJUST HARDWARE CLOTH AND GRAVEL INLETPROTECTION ON STORM INLETS AS THEY ARE BROUGHT UP TO FINAL GRADE. UTILIZECOMPOST SOCK IN IMPERVIOUS AREAS AS NEEDED.
4. STABILIZE ALL DISTURBED SOILS ON SITE PER THE PERMANENT SEEDINGSPECIFICATION.
5. ONCE SITE IS PAVED AND STABILIZED, BEGIN CONVERSION OF SKIMMER BASIN 1 TOFINAL DRY POND CONDITIONS. REFER TO CONVERSION SEQUENCE ON SCM DETAILSSHEET.
6. ONCE NCDENR INSPECTORS HAVE GIVEN FINAL INSPECTION AND APPROVAL, REMOVEREMAINING EROSION CONTROL FEATURES. REMOVE SILT FENCE, TEMPORARYCONSTRUCTION ENTRANCES, AND OTHER MEASURES. ENSURE PERMANENTSTABILIZATION PER THE SEEDING SPECIFICATION.
SILT FENCE OUTLETS ARE TO BE PROVIDED ALONG ALL LOWPOINTS OF SILT FENCE AND AREAS WHERE RUNOFF MAYCONCENTRATE CAUSING DAMAGE TO SILT FENCE.CONTRACTOR TO INSTALL OUTLETS AS NECESSARY TOENSURE SILT FENCE IS FULLY FUNCTIONAL THROUGHOUT THEDURATION OF CONSTRUCTION.
SILT FENCE
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CHANNEL LINING
PID: R01708-003-002-000SCHROEDER ALLAN F BARBARABK 5638 PG 2007ZONE: B-1 PID: R01708-003-003-000ELDERDICE MILDRED FAMILY TRUSTBK 9911 PG 2619ZONE:B-1
PID: R01700-003-003-000ST STANISLAUS CATHOLIC CHURCHBK 2088 PG 992ZONE: RA
PID: R01708-002-002-000CMH HOMES INCBK 6529, PG 0384ZONE: RA
PID: R01708-002-003-000RICHARDSON SCOTT CASSANDRABK 4893, PG 2195ZONE: RA PO
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DUMPSTERENCLOSURE
PROPOSED BUILDING11,357 SF
25' SETBACK
PATIO
5' SIDEWALK (TYP.)
5' SIDEWALK (TYP.)
5' SIDEWALK (TYP.)
FLAG POLE
PLANTER REFER TOARCHITECTURAL PLANS
25' SETBACK
25' SETBACK
6
11
12
18' (TYP.)9' (TYP.)
9' (TYP.)
18' (TYP.)
18' (TYP.)
9' (TYP.)
61.5'
35'
45'
R10' (TYP.)
R5' (TYP.)
R15'
R15'
R5' (TYP.)
5' SIDEWALK (TYP.)
R30'
R30'
35'
35'
15' x 500' SIGHTDISTANCE TRIANGLE
15' x 430' SIGHTDISTANCE TRIANGLE
15' x 480' SIGHTDISTANCE TRIANGLE
15' x 555' SIGHTDISTANCE TRIANGLE
24'
15LF ROLLEDCURB
DRY POND
ROOF OVERHANG (TYP.) REFERTO ARCHITECTURAL PLANS
ROOF OVERHANG (TYP.) REFERTO ARCHITECTURAL PLANS
30' SETBACK
NCDOT 10' x 70'SIGHT TRIANGLE
R30'
NCDOT 10' x 70'SIGHT TRIANGLE
MUTCD EMERGENCYVEHICLE AHEADSIGN, W11-8
R30'
HATCHING LEGEND
HEAVY DUTY ASPHALT
HEAVY DUTY CONCRETE
CONCRETE SIDEWALK
SITE DATA TABLE
PARCEL ID:R01708-003-001-000
TOTAL SITE AREA: 2.22 AC
DISTURBED AREA 2.47 AC
ZONING:B-1 BUSINESS DISTRICT
WATERSHED:CAPE FEAR
WETLANDS NONE PRESENT ONSITE; NO 404 PERMITREQUIRED
HYDRAULIC SOIL GROUP La: A; Le: D
PROPOSED IMPERVIOUS 0.98 AC
MAXIMUM BUILDING HEIGHT:40'
PROPOSED BUILDING HEIGHT 39'-10 78"
MINIMUM BUILDING SETBACK
FRONT: 25'SIDE: 25' (STREET)REAR: 30' (RESIDENTIAL)
PROVIDED BUILDING SETBACK FRONT: 25'SIDE: 25'REAR: 30'
MINIMUM LANDSCAPEBUFFERS 10'
TOTAL BUILDING FOOTPRINTAREA 11,357 SQFT
PARKING REQUIREMENTS
TOTAL REQUIRED PARKING 2.5 SPACES / 1,000 SF(2.5 SPACES * 11,357 SF) / 1,000 SF = 29 SPACES
TOTAL PARKING SPACESPROVIDED 29 PARKING SPACES
ADA PARKING REQUIRED 2 SPACES
ADA SPACES PROVIDED 2 SPACES
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Checked by:
Revisions:
ALL NOTES APPLY TO ALL DRAWINGS AND ALL TRADES. IT IS THE RESPONSIBILITY OF ALL CONTRACTORS ANDTRADES TO COORDINATE THE INSTALLATION OF THEIR WORK WITH THE INSTALLATION OF WORK BY ALL OTHERCONTRACTORS AND TRADES. THE REQUIREMENTS OF THE DRAWINGS, GENERAL REQUIREMENTS AND ALL ITEMSOF THE CONTRACT DOCUMENTS ARE EQUALLY BINDING ON ALL CONTRACTORS AND TRADES. EACHCONTRACTOR IS REQUIRED TO MAINTAIN FULL SETS OF THE CONTRACT DOCUMENTS FOR HIS EMPLOYEES USEON THE PROJECT TO ASSURE THAT ALL WORK IS PROPERLY COORDINATED AND INSTALLED WITH THE WORK OFOTHER CONTRACTORS AND TRADES.
WHENEVER THERE ARE DISCREPANCIES BETWEEN DRAWINGS, OR BETWEEN THE DRAWINGS ANDSPECIFICATIONS, OR CONFLICTS WITHIN THE SPECIFICATIONS AND/OR DRAWINGS, AND SUCH DISCREPANCY ISNOT CALLED TO THE ARCHITECT'S ATTENTION IN TIME TO PERMIT CLARIFICATION BY ADDENDUM, THECONTRACTOR SHALL BASE HIS BID UPON PROVIDING THE BETTER QUALITY OR GREATER OF WORK OR MATERIALCALLED FOR, SHALL SUBMIT A WRITTEN STATEMENT WITH HIS PROPOSAL NOTING SUCH DISCREPANCIES, ANDSHALL SO FURNISH AND INSTALL SUCH BETTER QUALITY OR GREATER QUANTITY UNLESS OTHERWISE ORDEREDIN WRITING.
GENERAL NOTE
03/29/2024
J GLAS
W ALTMAN
Addendum 025/10/2024
North Carolina License No. C-1652
2ND ROUND TRC6/12/2024VE Revisions8/16/2024 - 4
SITE LAYOUT NOTES
1. ALL CONSTRUCTION WILL BE TO NEW HANOVER COUNTY ORNCDOT STANDARDS, SPECIFICATIONS, AND DETAILS.2. ALL DRIVEWAYS MUST BE INSTALLED TO THE MINIMUM NEWHANOVER COUNTY OR NCDOT STANDARDS.3. ALL PROPOSED BUILDINGS, VEHICULAR AREAS, PEDESTRIANAREAS, SIGNAGE AND LANDSCAPING WILL MEET CITYARCHITECTURAL AND SITE DESIGN REQUIREMENTS, AS WELLAS THE DESIGN GUIDELINES THAT ACCOMPANY THE MASTERPLAN. WHERE THESE ARE NOT MET, WAIVERS WILL BESUBMITTED FOR APPROVAL AT TIME OF THE DEVELOPMENTPLAN.4. WHERE SIDEWALK IS PROPOSED AT THE BACK OF CURBSIDEWALK SHALL BE A MINIMUM OF 5' WIDE.5. DOUBLE WHEELCHAIR RAMPS ARE TO BE INSTALLED AT ALLPUBLIC STREET INTERSECTIONS WHERE SIDEWALK ISREQUIRED. WHEN SIDEWALK IS NOT REQUIRED, CURB IS TO BEDEPRESSED AT ALL RAMP LOCATIONS.6. ALL STREETS SHOWN ON THESE PLANS SHALL HAVE THE FULLWIDTH OF RIGHT-OF-WAY CLEARED AND GRUBBED WITHIN 50'OF ALL STREET INTERSECTIONS.7. NO SIGHT OBSTRUCTING OR PARTIALLY OBSTRUCTING WALL,FENCE, FOLIAGE, BERM, SIGN, PARKED VEHICLE, OR OTHEROBJECTS BETWEEN THE HEIGHTS OF TWO FEET AND EIGHTFEET ABOVE THE CURB LINE ELEVATION (OR THE EDGE OFPAVEMENT IF NO CURB EXISTS) SHALL BE PLACED WITHINSIGHT DISTANCE TRIANGLE.8. LOCATION OF STREET TREES & STREET LIGHTING MUST BEFIELD COORDINATED TO ELIMINATE CONFLICT
PID: R01708-003-002-000SCHROEDER ALLAN F BARBARABK 5638 PG 2007ZONE: B-1 PID: R01708-003-003-000ELDERDICE MILDRED FAMILY TRUSTBK 9911 PG 2619ZONE:B-1
PID: R01700-003-003-000ST STANISLAUS CATHOLIC CHURCHBK 2088 PG 992ZONE: RA
PID: R01708-002-002-000CMH HOMES INCBK 6529, PG 0384ZONE: RA
PID: R01708-002-003-000RICHARDSON SCOTT CASSANDRABK 4893, PG 2195ZONE: RA PO
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ZONE: R-20 ZONE: R-20
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PROPOSED BUILDING11,357 SF
FFE: 24.25'
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WATER WELL,CONTRACTOR TOCOORDINATE DRILLER
105' SEPTIC DRAINFIELD
DISTRIBUTION BOX
GENERATOR 15'X7'
TRANSFORMER 7'X5.5'-10' FRONT ACCESS
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REFER TO SEPTIC DESIGNPLANS AND DETAILS
WATER DOMESTICLINE, REFER TOPLUMBING PLANS FORSIZING AND INVERTS
4" SANITARY LATERAL,REFER TO PLUMBINGPLANS FOR INVERTS
DRY DETENTION
105' SEPTIC DRAINFIELD
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ALL NOTES APPLY TO ALL DRAWINGS AND ALL TRADES. IT IS THE RESPONSIBILITY OF ALL CONTRACTORS ANDTRADES TO COORDINATE THE INSTALLATION OF THEIR WORK WITH THE INSTALLATION OF WORK BY ALL OTHERCONTRACTORS AND TRADES. THE REQUIREMENTS OF THE DRAWINGS, GENERAL REQUIREMENTS AND ALL ITEMSOF THE CONTRACT DOCUMENTS ARE EQUALLY BINDING ON ALL CONTRACTORS AND TRADES. EACHCONTRACTOR IS REQUIRED TO MAINTAIN FULL SETS OF THE CONTRACT DOCUMENTS FOR HIS EMPLOYEES USEON THE PROJECT TO ASSURE THAT ALL WORK IS PROPERLY COORDINATED AND INSTALLED WITH THE WORK OFOTHER CONTRACTORS AND TRADES.
WHENEVER THERE ARE DISCREPANCIES BETWEEN DRAWINGS, OR BETWEEN THE DRAWINGS ANDSPECIFICATIONS, OR CONFLICTS WITHIN THE SPECIFICATIONS AND/OR DRAWINGS, AND SUCH DISCREPANCY ISNOT CALLED TO THE ARCHITECT'S ATTENTION IN TIME TO PERMIT CLARIFICATION BY ADDENDUM, THECONTRACTOR SHALL BASE HIS BID UPON PROVIDING THE BETTER QUALITY OR GREATER OF WORK OR MATERIALCALLED FOR, SHALL SUBMIT A WRITTEN STATEMENT WITH HIS PROPOSAL NOTING SUCH DISCREPANCIES, ANDSHALL SO FURNISH AND INSTALL SUCH BETTER QUALITY OR GREATER QUANTITY UNLESS OTHERWISE ORDEREDIN WRITING.
GENERAL NOTE
03/29/2024
J GLAS
W ALTMAN
Addendum 025/10/2024
North Carolina License No. C-1652
2ND ROUND TRC6/12/2024VE Revisions8/16/2024 - 4
GENERAL UTILITY NOTES
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL OSHA REQUIREMENTS,NEW HANOVER COUNTY, AND NCDOT STANDARDS, SPECIFICATIONS AND DETAILS.
2. ALL SANITARY SEWER SERVICES SHALL BE 4" OR 6" PVC (SCH 40) @1.04% MIN.SLOPE UNLESS INDICATED OTHERWISE. USE DUCTILE IRON WHEN COVER ISLESS THAN 36-IN.
3. CLEANOUTS ARE REQUIRED AT LEAST EVERY 50 FEET FOR FOUR-INCH SEWERSERVICES AND EVERY 100 FEET FOR SIX-INCH SEWER SERVICES AND AT ALLJUNCTIONS AND BENDS WHICH EXCEED 45 DEGREES. BENDS ARE REQUIRED ATALL CHANGES IN DIRECTION.
4. COORDINATE AND SCHEDULE INSTALLATION OF ALL UTILITIES WITH OTHER PRIMECONTRACTORS, UTILITY COMPANIES AND OTHER TRADES INCLUDING BUT NOTLIMITED TO: NATURAL GAS, ELECTRICITY, TELEPHONE AND CATV.
5. VERIFY EXISTING CONDITIONS AND CONNECTIONS TO EXISTING UTILITIES PRIORTO CONSTRUCTION. NOTIFY ARCHITECT IF ANY DISCREPANCIES AREDISCOVERED.
6. CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGES DURING CONSTRUCTION ANDSHALL MAKE REPAIRS AT NO EXPENSE TO THE OWNER.
7. THE CONTRACTOR SHALL PROVIDE AN AS-BUILT SURVEY OF ALL UTILITY ANDSTORM DRAINAGE IMPROVEMENTS FOLLOWING CONSTRUCTION.
8. METALLIC LINES SHALL BE IDENTIFIED WITH DURABLE PRINTED PLASTICWARNING TAPES, MINIMUM 3 INCHES WIDE WITH LETTERING TO IDENTIFY BURIEDLINE BELOW.
9. NON-METALLIC PIPES, OTHER THAN GAS LINES, SHALL BE IDENTIFIED BYDETECTABLE WARNING TAPE, MINIMUM 2 INCHES WIDE, WITH LETTERING TOIDENTIFY BURIED LINE BELOW.
10. FOR PLASTIC SEWER PIPING, AN INSULATED COPPER TRACER WIRE OR OTHERAPPROVED CONDUCTOR SHALL BE INSTALLED ADJACENT TO AND OVER THE FULLLENGTH OF THE PIPING. ACCESS SHALL BE PROVIDED TO THE TRACER WIRE ORTHE TRACER WIRE SHALL TERMINATE AT THE CLEANOUT BETWEEN THE BUILDINGDRAIN AND BUILDING SEWER. THE TRACER WIRE SIZE SHALL BE NOT LESS THAN14 AWG AND THE INSULATION TYPE SHALL BE LISTED FOR DIRECT BURIAL.
11. AN INSULATED COPPER TRACER WIRE OR OTHER APPROVED CONDUCTOR SHALLBE INSTALLED ADJACENT TO UNDERGROUND NONMETALLIC PIPING. ACCESSSHALL BE PROVIDED TO THE TRACER WIRE OR THE TRACER WIRE SHALLTERMINATE ABOVEGROUND AT THE END OF THE NONMETALLIC PIPING. THETRACER WIRE SIZE SHALL NOT BE LESS THAN 18AWG AND THE INSULATION TYPESUITABLE FOR DIRECT BURIAL.
12. UTILITIES CONTRACTOR TO NOTIFY INSPECTOR AT LEAST 48 HOURS BEFOREFLUSHING THE PROPOSED WATERLINE.
13. ALL EXISTING UTILITIES, SUCH AS VALVE BOXES, VAULT COVERS, AND MANHOLES,AFFECTED BY GRADING OR PAVING OPERATIONS MUST BE ADJUSTED TO FINALGRADE AFTER CONSTRUCTION.
14. REFER TO PLUMBING DRAWINGS FOR SANITARY SEWER INVERTS OUT OFBUILDINGS
15. FENCE POSTS SHALL NOT BE LOCATED WITHIN UTILITY EASEMENTS.
16. ALL NEW UTILITY LINES (POWER, CABLE, ETC.) MUST BE UNDERGROUND.
17. ALL CONSTRUCTION SHALL CONFORM TO NEW HANOVER COUNTY DESIGN ANDCONSTRUCTION STANDARDS.
18. CONSTRUCTION DRAWING APPROVAL IS REQUIRED PRIOR TO BEGINNINGCONSTRUCTION. DEVELOPMENT FEES (ACREAGE, FEE-IN-LIEU OF ASSESSMENTAND INSPECTION FEES AND OTHERS AS REQUIRED MAY BE APPLICABLE) ARE DUEBEFORE CONSTRUCTION DRAWING APPROVAL.
19. THE PLAN IS SUBJECT TO REVISIONS DURING CONSTRUCTION DRAWINGAPPROVAL PROCESS.
20. REFER TO C1.0 FOR ZONING CONDITIONS IN THE DEVELOPMENT AGREEMENT.
21. IF THERE IS A GEODETIC MONUMENT LOCATED ON THIS SITE, IT MUST BEPROTECTED OR IF RELOCATION IS NEEDED IT WILL BE THE RESPONSIBILITY OFTHE DEVELOPER TO RELOCATE IT WITH SURVEY ACCURACY.
22. INTERNAL ROADWAYS MUST BE LIGHTED PRIOR TO FIRST C.O. AND THAT ALLADJACENT WILL BE LIGHTED PRIOR TO STREET ACCEPTANCE FOR 1 YEARWARRANTY.
23. THE GAS SHOWN ON PLANS IS APPROXIMATE. THE GAS ALIGNMENT IS SUBJECTTO CHANGE BASED ON CONTRACTOR COORDINATION WITH NATURAL GASSUPPLIER.
24. THE CONTRACTOR SHALL TRENCH THE NATURAL GAS LINE.
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PID: R01708-003-002-000SCHROEDER ALLAN F BARBARABK 5638 PG 2007ZONE: B-1 PID: R01708-003-003-000ELDERDICE MILDRED FAMILY TRUSTBK 9911 PG 2619ZONE:B-1
PID: R01700-003-003-000ST STANISLAUS CATHOLIC CHURCHBK 2088 PG 992ZONE: RA
PID: R01708-002-002-000CMH HOMES INCBK 6529, PG 0384ZONE: RA
PID: R01708-002-003-000RICHARDSON SCOTT CASSANDRABK 4893, PG 2195ZONE: RA PO
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ZONE: R-20 ZONE: R-20
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PROPOSED BUILDING11,357 SF
FFE: 24.25'
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UNLESS OTHERWISE SPECIFIED:ALL ROOF DRAINS TO BE @1.04% MIN SLOPEALL ROOF DRAIN INVERTS TO BE @22.25' ANDALL ROOF DRAINS AND DOWNSPOUTS TO BE 6" PVCALL ROOF DOWNSPOUTS TO BE TIEDUNDERGROUND VIA A BOOT WITH CLEANOUT
CLEANOUT (TYP)
6" PVC ROOF DRAIN6" PVC ROOF DRAIN
6" PVC ROOF DRAIN
6" PVC ROOF DRAIN
8" PVC ROOF DRAIN
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ALL NOTES APPLY TO ALL DRAWINGS AND ALL TRADES. IT IS THE RESPONSIBILITY OF ALL CONTRACTORS ANDTRADES TO COORDINATE THE INSTALLATION OF THEIR WORK WITH THE INSTALLATION OF WORK BY ALL OTHERCONTRACTORS AND TRADES. THE REQUIREMENTS OF THE DRAWINGS, GENERAL REQUIREMENTS AND ALL ITEMSOF THE CONTRACT DOCUMENTS ARE EQUALLY BINDING ON ALL CONTRACTORS AND TRADES. EACHCONTRACTOR IS REQUIRED TO MAINTAIN FULL SETS OF THE CONTRACT DOCUMENTS FOR HIS EMPLOYEES USEON THE PROJECT TO ASSURE THAT ALL WORK IS PROPERLY COORDINATED AND INSTALLED WITH THE WORK OFOTHER CONTRACTORS AND TRADES.
WHENEVER THERE ARE DISCREPANCIES BETWEEN DRAWINGS, OR BETWEEN THE DRAWINGS ANDSPECIFICATIONS, OR CONFLICTS WITHIN THE SPECIFICATIONS AND/OR DRAWINGS, AND SUCH DISCREPANCY ISNOT CALLED TO THE ARCHITECT'S ATTENTION IN TIME TO PERMIT CLARIFICATION BY ADDENDUM, THECONTRACTOR SHALL BASE HIS BID UPON PROVIDING THE BETTER QUALITY OR GREATER OF WORK OR MATERIALCALLED FOR, SHALL SUBMIT A WRITTEN STATEMENT WITH HIS PROPOSAL NOTING SUCH DISCREPANCIES, ANDSHALL SO FURNISH AND INSTALL SUCH BETTER QUALITY OR GREATER QUANTITY UNLESS OTHERWISE ORDEREDIN WRITING.
GENERAL NOTE
03/29/2024
J GLAS
W ALTMAN
Addendum 025/10/2024
North Carolina License No. C-1652
2ND ROUND TRC6/12/2024VE Revisions8/16/2024 - 4
GRADING AND STORM DRAINAGE NOTES
1. CONTRACTOR SHALL CALL "NORTH CAROLINA ONE CALL" (811) AT LEAST 3-12BUSINESS DAYS PRIOR TO DIGGING TO HAVE EXISTING UTILITIES LOCATED.REPORT ANY DISCREPANCIES TO THE ENGINEER.2. CONTRACTOR TO COORDINATE ACTIVITIES WITH UTILITY COMPANIES INVOLVEDIN ANY RELATED RELOCATION (I.E. POWER POLES, TELEPHONE PEDESTALS,WATER METERS, ETC.).3. EXISTING UTILITIES SHOWN ARE BASED ON FIELD SURVEYS AND THE BESTAVAILABLE RECORD DRAWINGS. THE CONTRACTOR SHALL VERIFY CONDITIONSPRIOR TO BEGINNING CONSTRUCTION. ANY DISCREPANCIES BETWEEN ACTUALFIELD CONDITIONS AND THE PLANS SHALL BE REPORTED TO THE ENGINEERIMMEDIATELY.4. THE CATCH BASINS AND YARD INLETS SHALL BE CONSTRUCTED IN THELOCATIONS SHOWN UNLESS OTHERWISE DIRECTED BY THE ENGINEER. THECONTRACTOR IS RESPONSIBLE FOR REPORTING ANY DISCREPANCIES IN THECATCH BASIN ELEVATIONS OR THE PROPOSED PIPE SLOPES TO THE ENGINEER.THE CONTRACTOR IS ALSO RESPONSIBLE TO REPORT ANY CONFLICTSBETWEEN ANY UTILITY, STORM DRAIN LINE, WATER LINE, SEWER LINE OR ANYOTHER PROPOSED OR EXISTING STRUCTURE TO THE ENGINEER.5. A LAND DISTURBING PERMIT WILL BE REQUIRED PRIOR TO THECOMMENCEMENT OF ANY LAND-DISTURBING ACTIVITIES.6. ALL EXISTING VAULTS, MANHOLES, STORM DRAIN STRUCTURES, VALVE BOXES,CLEANOUTS, ETC. SHALL BE ADJUSTED AS NEEDED TO MATCH FINISHED GRADE.7. ALL BACKFILL, COMPACTION, SOILS TESTING, ETC. SHALL BE PERFORMED BYTHE OWNER'S INDEPENDENT TESTING LABORATORY.8. ALL SPOT ELEVATIONS INDICATED ARE AT TOP OF CURB UNLESS NOTEDOTHERWISE. ALL ELEVATIONS ARE BASED ON VERTICAL DATUM NAVD88.9. A PRE-CONSTRUCTION MEETING MUST BE SCHEDULED PRIOR TO ANY WORK,GRADING OR INSTALLATION OF EROSION CONTROL MEASURES.10. ALL HANDICAP PARKING SPACES AND STRIPED ACCESSIBILITY AISLES ARE TOHAVE NO MORE THAN A 1:50 (2.0%) SLOPE IN ALL DIRECTIONS. ALL SIDEWALKSARE TO HAVE NO MORE THAN A 1:20 (5.0%) SLOPE FOR THE LENGTH OF THESIDEWALK AND NO MORE THAN A 1:50 (2.0%) SLOPE FOR THE WIDTH OF THESIDEWALK.11. CONTRACTOR TO IDENTIFY ALL NECESSARY SPILL CURB SECTION LOCATIONSAND INSTALL TO ENSURE POSITIVE DRAINAGE TO STORM STRUCTURES.12. IF CONTRACTOR NOTICES ANY DISCREPANCIES IN ANY OF THESE SLOPEREQUIREMENTS, IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THEOWNER PRIOR TO POURING ANY CONCRETE SO THAT A SOLUTION CAN BEFOUND.13. 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 TAKEN INTO CONSIDERATION. THECONTRACTOR SHALL REVIEW THE GRADING PLAN IN DETAIL AND SHALL ENSURETHAT ALL CRITICAL GRADE POINTS ARE STAKED AND FOLLOWED TO PROVIDEPOSITIVE DRAINAGE.14. EXISTING VEGETATION WITHIN TREE PROTECTIVE AREAS SHALL REMAINUNDISTURBED UNLESS NOTED OTHERWISE. ANY AND ALL LANDSCAPING ANDEXISTING TREES AND SHRUBS TO REMAIN WHICH ARE DAMAGED DURINGDEMOLITION OR CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTORUSING A LICENSED LANDSCAPE CONTRACTOR AT NO ADDITIONAL COST TO THEOWNER.15. THE GRADING CONTRACTOR SHALL COMPLY WITH ALL STATE CODES INOBSERVING EROSION CONTROL MEASURES BOTH ON AND OFF-SITE. THEGRADING CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICESAFTER EACH RAINFALL EVENT OR AS DIRECTED BY THE EROSION CONTROLINSPECTOR OR THE ENGINEER.16. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR OFF-SITE DISPOSALOF ALL CLEARING AND GRADING WASTE MATERIALS GENERATED DURINGCONSTRUCTION AND FOR OBTAINING ALL APPLICABLE PERMITS FOR OFF-SITESTOCKPILES AND/OR WASTE AREAS.17. ALL CATCH BASINS MUST BE MARKED "DUMP NO WASTE DRAINS TO STREAM" OREQUIVALENT.
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Revisions:
ALL NOTES APPLY TO ALL DRAWINGS AND ALL TRADES. IT IS THE RESPONSIBILITY OF ALL CONTRACTORS ANDTRADES TO COORDINATE THE INSTALLATION OF THEIR WORK WITH THE INSTALLATION OF WORK BY ALL OTHERCONTRACTORS AND TRADES. THE REQUIREMENTS OF THE DRAWINGS, GENERAL REQUIREMENTS AND ALL ITEMSOF THE CONTRACT DOCUMENTS ARE EQUALLY BINDING ON ALL CONTRACTORS AND TRADES. EACHCONTRACTOR IS REQUIRED TO MAINTAIN FULL SETS OF THE CONTRACT DOCUMENTS FOR HIS EMPLOYEES USEON THE PROJECT TO ASSURE THAT ALL WORK IS PROPERLY COORDINATED AND INSTALLED WITH THE WORK OFOTHER CONTRACTORS AND TRADES.
WHENEVER THERE ARE DISCREPANCIES BETWEEN DRAWINGS, OR BETWEEN THE DRAWINGS ANDSPECIFICATIONS, OR CONFLICTS WITHIN THE SPECIFICATIONS AND/OR DRAWINGS, AND SUCH DISCREPANCY ISNOT CALLED TO THE ARCHITECT'S ATTENTION IN TIME TO PERMIT CLARIFICATION BY ADDENDUM, THECONTRACTOR SHALL BASE HIS BID UPON PROVIDING THE BETTER QUALITY OR GREATER OF WORK OR MATERIALCALLED FOR, SHALL SUBMIT A WRITTEN STATEMENT WITH HIS PROPOSAL NOTING SUCH DISCREPANCIES, ANDSHALL SO FURNISH AND INSTALL SUCH BETTER QUALITY OR GREATER QUANTITY UNLESS OTHERWISE ORDEREDIN WRITING.
GENERAL NOTE
03/29/2024
J GLAS
W ALTMAN
Addendum 025/10/2024
North Carolina License No. C-1652
2ND ROUND TRC6/12/2024VE Revisions8/16/2024 - 4
PRE-DEVELOPED SITE
LEGEND
IMPERVIOUS
DRAINAGE AREA
POST-DEVELOPED SITE
PRE DEVELOPMENT ONSITE IMPERVIOUS SURFACES = 0.19 ACRES
POST DEVELOPMENT ONSITE IMPERVIOUS SURFACESTOTAL IMPERVIOUS SURFACES = 0.98 ACRES
IMPERVIOUS AREA TO BE TREATED: DRY DETENTION = 0.81 ACRES
STORMWATER QUALITY CALCULATIONS
STORMWATER QUANTITY CALCULATIONS:
ANALYSIS POINTWEST
DRAINAGEAREA(Acres)CN
PRE-DEVELOPMENT 2.22
Q1
60 1.26
POST-DEVELOPMENTA1 (DRY DETENTION)1.55 76 0.13
POST-DEVELOPMENTA2 (BYPASS)
POST-DEVELOPMENTCOMBINED
0.75 71 1.03
2.30 1.05
Q2
2.35
0.45
1.53
1.56
Q10
6.70
4.46
3.30
6.53
Q100
17.67
11.44
7.27
17.09
ANALYSISPOINT A
0
SCALE 1"=30'
60'30'
NA
D
8
3
ANALYSISPOINT A
A2
A2
A1
A2
Q25
10.30
4.65
8.27
12.44
20
20 18
18
19
19
2122
232323
1515
20
16
16
17
1718
18
19
19 21
20
17
17
18
18
19
19
20
20
19
19
21
20
20
18
18
191919
19
21
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22 22
202020
2020
20
20
191921
22
22
22
21
21
21
22
22
22
23
23
21
22
23
23
PID: R01708-003-002-000SCHROEDER ALLAN F BARBARABK 5638 PG 2007ZONE: B-1 PID: R01708-003-003-000ELDERDICE MILDRED FAMILY TRUSTBK 9911 PG 2619ZONE:B-1
PID: R01700-003-003-000ST STANISLAUS CATHOLIC CHURCHBK 2088 PG 992ZONE: RA
PID: R01708-002-002-000CMH HOMES INCBK 6529, PG 0384ZONE: RA
PID: R01708-002-003-000RICHARDSON SCOTT CASSANDRABK 4893, PG 2195ZONE: RA
S59°24'55"E 315.17'
S3
0
°
3
5
'
0
5
"
W
2
8
5
.
2
9
'
N40
°
2
1
'
3
4
"
E
2
8
9
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1
1
'
N59°21'22"W 364.25'
PO
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ZONE: R-20 ZONE: R-20
ZONE: RA
23
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212223
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21
22
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20
20
18 18
19
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21
21
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20
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FES 6FES 5
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CB 1
CB 3
CB 2
DI 1
FES 5
C4.2
DR
A
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A
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E
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M
A
P
Project No.56400
Date:
Sheet No.
CA
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Drawn by:
Checked by:
Revisions:
ALL NOTES APPLY TO ALL DRAWINGS AND ALL TRADES. IT IS THE RESPONSIBILITY OF ALL CONTRACTORS ANDTRADES TO COORDINATE THE INSTALLATION OF THEIR WORK WITH THE INSTALLATION OF WORK BY ALL OTHERCONTRACTORS AND TRADES. THE REQUIREMENTS OF THE DRAWINGS, GENERAL REQUIREMENTS AND ALL ITEMSOF THE CONTRACT DOCUMENTS ARE EQUALLY BINDING ON ALL CONTRACTORS AND TRADES. EACHCONTRACTOR IS REQUIRED TO MAINTAIN FULL SETS OF THE CONTRACT DOCUMENTS FOR HIS EMPLOYEES USEON THE PROJECT TO ASSURE THAT ALL WORK IS PROPERLY COORDINATED AND INSTALLED WITH THE WORK OFOTHER CONTRACTORS AND TRADES.
WHENEVER THERE ARE DISCREPANCIES BETWEEN DRAWINGS, OR BETWEEN THE DRAWINGS ANDSPECIFICATIONS, OR CONFLICTS WITHIN THE SPECIFICATIONS AND/OR DRAWINGS, AND SUCH DISCREPANCY ISNOT CALLED TO THE ARCHITECT'S ATTENTION IN TIME TO PERMIT CLARIFICATION BY ADDENDUM, THECONTRACTOR SHALL BASE HIS BID UPON PROVIDING THE BETTER QUALITY OR GREATER OF WORK OR MATERIALCALLED FOR, SHALL SUBMIT A WRITTEN STATEMENT WITH HIS PROPOSAL NOTING SUCH DISCREPANCIES, ANDSHALL SO FURNISH AND INSTALL SUCH BETTER QUALITY OR GREATER QUANTITY UNLESS OTHERWISE ORDEREDIN WRITING.
GENERAL NOTE
03/29/2024
J GLAS
W ALTMAN
Addendum 025/10/2024
North Carolina License No. C-1652
2ND ROUND TRC6/12/2024VE Revisions8/16/2024 - 4
LEGEND
DRAINAGE AREA
N
A
D
8
3
0
SCALE 1"=20'
40'20'
21
20
20 18
18
19
19
2122
232323
1515
20
16
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1718
18
19
19 21
20
17
17
18
18
19
19
20
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19
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21
20 19
21
PID: R01708-003-002-000SCHROEDER ALLAN F BARBARABK 5638 PG 2007ZONE: B-1 PID: R01708-003-003-000ELDERDICE MILDRED FAMILY TRUSTBK 9911 PG 2619ZONE:B-1
UFO
UFO
UFO
UFO
UFO
UFO
UFO
UFO
UFO
UFO
24
19
18
2222
18
20
20
19 19
2122
20
18
18
19
212223
D
21.5
21.5 21.5
20
20
18
18
19
19
21
21
22
24
23
22
23
24
20
20
18 18
19
19
21
21
19
21
22
23
19
19
23 24
2222
202202
181818181818
222222222222222222222222222222222222
181818181818
2111122222222222222222222
21.521.5 21.521.5
202020202020
202020202020
181818181818
181818181818
191919191919
191919191919
212121212121
212121212121
222222222222 232323232323 242424242424
2222222222222222222222222222222222222
15
20
25
15
20
25
9+80 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+11
23
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2
6
19
.
3
3
17
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9
8
18
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4
1
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18
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17
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9
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22
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7
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23
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17
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Pipe 529.27' OF4" PVC@ 0.38%
FIL
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Pipe 646.97' OF8" PVC@ 0.45%
FE
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2
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9
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4
4
IN
V
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1
8
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0
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(
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)
Pipe 482.64' OF15" RCP@ 0.73%
FE
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4
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4
0
IN
V
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1
7
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1
7
(
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EXISTINGGRADE
PROPOSEDGRADE
15
20
25
15
20
25
9+80 10+00 10+50 10+73
21
.
3
8
18
.
0
0
22
.
4
3
18
.
9
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17
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Pipe 754.22' OF15" RCP@ 1.24%
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7
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EXISTINGGRADE
PROPOSEDGRADE
C4.3
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Project No.56400
Date:
Sheet No.
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Drawn by:
Checked by:
Revisions:
ALL NOTES APPLY TO ALL DRAWINGS AND ALL TRADES. IT IS THE RESPONSIBILITY OF ALL CONTRACTORS ANDTRADES TO COORDINATE THE INSTALLATION OF THEIR WORK WITH THE INSTALLATION OF WORK BY ALL OTHERCONTRACTORS AND TRADES. THE REQUIREMENTS OF THE DRAWINGS, GENERAL REQUIREMENTS AND ALL ITEMSOF THE CONTRACT DOCUMENTS ARE EQUALLY BINDING ON ALL CONTRACTORS AND TRADES. EACHCONTRACTOR IS REQUIRED TO MAINTAIN FULL SETS OF THE CONTRACT DOCUMENTS FOR HIS EMPLOYEES USEON THE PROJECT TO ASSURE THAT ALL WORK IS PROPERLY COORDINATED AND INSTALLED WITH THE WORK OFOTHER CONTRACTORS AND TRADES.
WHENEVER THERE ARE DISCREPANCIES BETWEEN DRAWINGS, OR BETWEEN THE DRAWINGS ANDSPECIFICATIONS, OR CONFLICTS WITHIN THE SPECIFICATIONS AND/OR DRAWINGS, AND SUCH DISCREPANCY ISNOT CALLED TO THE ARCHITECT'S ATTENTION IN TIME TO PERMIT CLARIFICATION BY ADDENDUM, THECONTRACTOR SHALL BASE HIS BID UPON PROVIDING THE BETTER QUALITY OR GREATER OF WORK OR MATERIALCALLED FOR, SHALL SUBMIT A WRITTEN STATEMENT WITH HIS PROPOSAL NOTING SUCH DISCREPANCIES, ANDSHALL SO FURNISH AND INSTALL SUCH BETTER QUALITY OR GREATER QUANTITY UNLESS OTHERWISE ORDEREDIN WRITING.
GENERAL NOTE
03/29/2024
J GLAS
W ALTMAN
Addendum 025/10/2024
North Carolina License No. C-1652
2ND ROUND TRC6/12/2024VE Revisions8/16/2024 - 4
0
SCALE 1"=20'
40'20'
NA
D
8
3
PROFILE SCALE0020
2
WET POND PLAN VIEW
DRY DETENTION BASIN PROFILE & STORM FILTER OUTLET
PROP GROUND 3:1 (TYP)(SEE DAM EMBANKMENTAND SOIL COMPACTIONSPECIFICATIONS)
RISER (SEE DETAIL)WITH TRASH RACK
RIP-RAP ENERY DISSIPATOR RR-4 (SEE ENERGYDISSIPATOR SCHEDULE FOR DIMENSIONS)
BOTTOM OF DRY POND (18.00')
RISER AND PROFILESEE DETAIL FOR ELEVATIONSAND OUTLET PIPE INFORMATION
3:1 MAX SLOPE (TYP.)
20' WIDE EMERGENCY SPILLWAYEL. = 21.00'
22.00' TOP OF DAM10' MIN. WIDTH TOP OF DAMEMERGENCY SPILLWAY = 21.00'
TOP OF DAM10' WIDTHELEV. = 22.00'
RIP-RAP ENERY DISSIPATOR RR-2 (SEE ENERGYDISSIPATOR SCHEDULE FOR DIMENSIONS)
RISER STRUCTURE & STORM FILTER BYPASS OUTLET
100 YR WSEL = 21.12'10 YR WSEL = 20.54'2YR WSEL = 20.07'1YR WSEL = 19.98'
22.00' TOP OF DAM10' MIN. WIDTH TOP OF DAMEMERGENCY SPILLWAY = 21.00'
RIP-RAP ENERY DISSIPATOR RR-3 (SEE ENERGYDISSIPATOR SCHEDULE FOR DIMENSIONS)
PLUNGE POOL(REFER TO DETAIL)
DRY DETENTION TO BE SOD
FILTER DIAPHRAGM ANDCONCRETE CRADLE(REFER TO DETAIL)
REFER TO STORM FILTERBYPASS OUTLET
10' STORMWATERACCESS EASEMENT
C4.4
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Project No.56400
Date:
Sheet No.
CA
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Drawn by:
Checked by:
Revisions:
ALL NOTES APPLY TO ALL DRAWINGS AND ALL TRADES. IT IS THE RESPONSIBILITY OF ALL CONTRACTORS ANDTRADES TO COORDINATE THE INSTALLATION OF THEIR WORK WITH THE INSTALLATION OF WORK BY ALL OTHERCONTRACTORS AND TRADES. THE REQUIREMENTS OF THE DRAWINGS, GENERAL REQUIREMENTS AND ALL ITEMSOF THE CONTRACT DOCUMENTS ARE EQUALLY BINDING ON ALL CONTRACTORS AND TRADES. EACHCONTRACTOR IS REQUIRED TO MAINTAIN FULL SETS OF THE CONTRACT DOCUMENTS FOR HIS EMPLOYEES USEON THE PROJECT TO ASSURE THAT ALL WORK IS PROPERLY COORDINATED AND INSTALLED WITH THE WORK OFOTHER CONTRACTORS AND TRADES.
WHENEVER THERE ARE DISCREPANCIES BETWEEN DRAWINGS, OR BETWEEN THE DRAWINGS ANDSPECIFICATIONS, OR CONFLICTS WITHIN THE SPECIFICATIONS AND/OR DRAWINGS, AND SUCH DISCREPANCY ISNOT CALLED TO THE ARCHITECT'S ATTENTION IN TIME TO PERMIT CLARIFICATION BY ADDENDUM, THECONTRACTOR SHALL BASE HIS BID UPON PROVIDING THE BETTER QUALITY OR GREATER OF WORK OR MATERIALCALLED FOR, SHALL SUBMIT A WRITTEN STATEMENT WITH HIS PROPOSAL NOTING SUCH DISCREPANCIES, ANDSHALL SO FURNISH AND INSTALL SUCH BETTER QUALITY OR GREATER QUANTITY UNLESS OTHERWISE ORDEREDIN WRITING.
GENERAL NOTE
03/29/2024
J GLAS
W ALTMAN
Addendum 025/10/2024
North Carolina License No. C-1652
2ND ROUND TRC6/12/2024VE Revisions8/16/2024 - 4
DAM EMBANKMENT AND SOIL COMPACTION SPECIFICATIONS
1. CONTROLLED FILL, AS SPECIFIED BY THE GEOTECHNICAL ENGINEER, IN THE DAM EMBANKMENT/KEY TRENCH SHALL BE PLACED IN 6-INCH LOOSE LAYERS (3-INCH LOOSE LAYERS WITHIN 3-FEET OFEITHER SIDE OF THE PRINCIPAL SPILLWAY PIPE TO A DEPTH OF 2-FEET OVER THE PIPE) AND SHALLBE COMPACTED TO A DENSITY OF NO LESS THAN 95% OF THE STANDARD PROCTOR MAXIMUMDENSITY AT A MOISTURE CONTENT OF + OR - TWO PERCENTAGE POINTS OF THE OPTIMUMMOISTURE CONTENT IN ACCORDANCE WITH ASTM D698.
2. ALL VISIBLE ORGANIC DEBRIS SUCH AS ROOTS AND LIMBS SHALL BE REMOVED FROM THE FILLMATERIAL PRIOR TO COMPACTION TO THE REQUIRED DENSITY. SOILS WITH ORGANIC MATTERCONTENT EXCEEDING 5% BY WEIGHT SHALL NOT BE USED. STONES GREATER THAN 3-INCH (IN ANYDIRECTION) SHALL BE REMOVED FROM THE FILL PRIOR TO COMPACTION.
3. FILL MATERIAL PLACED AT DENSITIES LOWER THAN SPECIFIED MINIMUM DENSITIES OR ATMOISTURE CONTENTS OUTSIDE THE SPECIFIED RANGES OR OTHERWISE NOT CONFORMING TOSPECIFIED REQUIREMENTS SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE MATERIALS.
4. ANY FILL LAYER THAT IS SMOOTH DRUM ROLLED TO REDUCE MOISTURE PENETRATION DURING ASTORM EVENT SHALL BE PROPERLY SCARIFIED PRIOR TO THE PLACEMENT OF THE NEXT SOIL LIFT.
5. SURFACE WATER AND STREAM FLOW SHALL BE CONTINUOUSLY CONTROLLED THROUGHOUTCONSTRUCTION AND THE PLACEMENT OF CONTROLLED FILL.
6. FOUNDATION AREAS MAY REQUIRE UNDERCUTTING OF COMPRESSIBLE AND/OR UNSUITABLE SOILSIN ADDITION TO THAT INDICATED ON THE PLANS. ALL SUCH UNDERCUTTING SHALL BE PERFORMEDAT THE DISCRETION OF THE GEOTECHNICAL ENGINEER AND SHALL BE MONITORED ANDDOCUMENTED. IN NO CASE SHALL THERE BE AN ATTEMPT TO STABILIZE ANY PORTIONS OF THEFOUNDATION SOILS WITH CRUSHED STONE.
7. TREATMENT OF SEEPAGE AREAS, SUBGRADE PREPARATION, FOUNDATION DEWATERING AND ROCKFOUNDATION PREPARATION (I.E., TREATMENT WITH SLUSH GROUTING, DENTAL CONCRETE, ETC.)MAY BE REQUIRED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER. ALL SUCH ACTIVITIESSHALL BE CLOSELY MONITORED AND DOCUMENTED BY THE GEOTECHNICAL ENGINEER.
8. FILL ADJACENT TO THE RISER AND PRINCIPAL SPILLWAY PIPE SHALL BE PLACED SO THAT LIFTS AREAT THE SAME LEVEL ON BOTH SIDES OF THE STRUCTURES.
9. EARTHWORK COMPACTION WITHIN 3-FEET OF ANY STRUCTURES SHALL BE ACCOMPLISHED BYMEANS OF HAND TAMPERS, MANUALLY DIRECTED POWER TAMPERS OR PLATE COMPACTORS ORMINIATURE SELF-PROPELLED ROLLERS.
10. COMPACTION BY MEANS OF DROP WEIGHTS FROM A CRANE OR HOIST SHALL NOT BE PERMITTED.
11. HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO PASS OVER CAST-IN-PLACE STRUCTURES(INCLUDING THE CRADLE) UNTIL ADEQUATE CURING TIME HAS ELAPSED.
12. INSTALL CLAY LINER PER MANUFACTURER'S INSTALLATION INSTRUCTIONS
13. TO RE-ESTABLISH VEGETATION AFTER CONSTRUCTION, A 2 TO 3-INCH LAYER OF TOPSOIL SHALL BEPLACED ON THE DISTURBED EMBANKMENT SURFACE AND THE AREA SEEDED AND MULCHED ORHYDROSEEDED WITH NON-CLUMPING TURF GRASS
14. NO TREES OR WOODY VEGETATION ARE ALLOWED TO BE PLANTED ON THE DAM OR EMBANKMENT.
TESTING, OBSERVATION, AND CERTIFICATION
1. TESTS OF THE DEGREE (%) OF COMPACTION OF THE PLACED FILL IN THE DAM /KEY TRENCH SHALLBE PERFORMED AS A PART OF THE PERMITTEE'S NORMAL QUALITY CONTROL PROGRAM FOR THECONSTRUCTION OF THE DAM. TESTS SHALL BE CONDUCTED CONCURRENT WITH THE INSTALLATIONOF THE COMPACTED FILL AND THE CONTRACTOR SHALL COORDINATE THE CONSTRUCTION OF THEDAM SO THAT THE TESTING CAN BE COMPLETED. SHOULD THE RESULTS OF THE TESTS INDICATETHAT THE SPECIFIED DEGREE OF COMPACTION HAS NOT BEEN OBTAINED; THE PORTIONS OF THEDAM REPRESENTED BY SUCH TESTS SHALL BE REWORKED OR REBUILT. ALL PORTIONS OF THE DAMSHALL ACHIEVE THE SPECIFIED MINIMUM DEGREE OF COMPACTION.
2. CONSTRUCTION OF CLASS A, B AND C DAM EMBANKMENTS SHALL BE DONE UNDER THEOBSERVATION OF A QUALIFIED GEOTECHNICAL ENGINEER, WHO IS REGISTERED AS APROFESSIONAL ENGINEER IN THE STATE OF NORTH CAROLINA. THE GEOTECHNICAL ENGINEERMUST HAVE EXPERIENCE IN THE DESIGN AND CONSTRUCTION MONITORING OF DAMS OF THE SIZEAND SCOPE COVERED BY THESE STANDARDS AND GUIDELINES.
3. ON CLASS A, B, AND C DAMS (WITH THE EXCEPTION OF DETENTION ONLY CLASS C DAMS THATCOLLECT DRAINAGE FROM AN AREA OF 25-ACRES OR LESS), THE GEOTECHNICAL ENGINEER, ASDEFINED ABOVE, SHALL OBSERVE ALL ASPECTS OF THE CONSTRUCTION OF THE DAM (I.E.,PREPARATION OF THE FOUNDATION, INSTALLATION OF THE CUT-OFF TRENCH, INSTALLATION OFTHE PRINCIPAL SPILLWAY PIPE, INSTALLATION OF THE INTERNAL DRAINAGE, INSTALLATION OFCOMPACTED FILL, ETC.). THE FREQUENCY OF OBSERVATION AND TESTING MUST BE SUFFICIENTFOR THE GEOTECHNICAL ENGINEER (OR THE DESIGN ENGINEER ON CLASS D DAMS AND CLASS C,DETENTION ONLY, DAMS) TO STATE, IN HIS/HER PROFESSIONAL OPINION, THAT THE SPECIFIC ITEMSOBSERVED AND TESTED WERE INSTALLED IN ACCORDANCE WITH THE APPROVED CONSTRUCTIONDRAWINGS AND SPECIFICATIONS.
GENERAL NOTES:
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE NEW HANOVER COUNTY, NCDEQ ANDNCDOT STANDARDS, SPECIFICATIONS AND DETAILS.
2. SEE GRADING PLAN FOR MORE INFORMATION ON ENTIRE SITE GRADING.
DRY POND CONSTRUCTION NOTES:
1. SIDE SLOPES STABILIZED WITH VEGETATION SHALL BE NO STEEPER THAN3:1.2. THE POND SHALL BE STABILIZED WITHIN 14 DAYS OF CONSTRUCTION.3. THE GRADES SHOWN ON THIS PLAN ARE FINISHED GRADES AND INCLUDE ATLEAST FOUR INCHES OF TOPSOIL IS REQUIRED FOR BOTH LINED ANDUNLINED PONDS. A SOIL ANALYSIS SHOULD BE CONDUCTED WITHIN THESTORMWATER FACILITY AREA TO ASSURE HEALTHY VEGETATION GROWTHAND TO PROVIDE ADEQUATE INFILTRATION RATES.4. PRIOR TO CERTIFICATION, A DENSE STAND OF NON-CLUMPING TURF GRASSMUST BE IN PLACE ON ALL SLOPES, DAM, AND SPILLWAY. CONTRACTOR TORE-SEED OR RE-SOD BARE SPOTS AS NEEDED AND INSTALL SLOPESTABILIZATION NETTING.
EMERGENCY SPILLWAY TYPICAL SECTIONN.T.S.
100-YR WSEL = 21.12'
RISER TRASH RACK DETAIL
1.0' (TYP.)
7.0'
5.0'7.0'
11.3 LF2"x2"x1/4"ANGLE
THE BOLD / DASHED LINETYPEDENOTES THE ACCESS HATCH TOBE PROVIDED BY THE TRASH RACKFABRICATOR PER OUTLETSTRUCTURE MATERIALSPECIFICATIONS AND ALIGNEDWITH STEPS
11.3 LF2"x2"x1/4"ANGLE
FABRICATED HINGESFOR THE 2'x3' ACCESSHATCH. ACCESS HATCHSHALL BE POSITIONEDOVER STEPS.
CONCRETEANCHORBOLT (TYP.,SEE NOTE #4)
NOTES:
1. ALL REBAR TO BE #4 REBAR.
2. ALL REBAR AND ANGLES TO BE STAINLESS STEEL.
3. STAINLESS STEEL 2"x2"x1/4" ANGLES SHALL BE WELDED TO THE REBAR TRASHRACK. ONCE WELDED, THE ENTIRE ASSEMBLY SHALL BE PLACED ONTO THERISER WITH ANGLES SITTING DIRECTLY ON TOP OF RISER.
4. CONTRACTOR SHALL ANCHOR THE TRASH RACK TO MANHOLE WALL WITHFOUR 4"x1/4" CONCRETE ANCHOR BOLTS THROUGH ANGLES.
5. CONTRACTOR SHALL OMIT OR ADJUST REBAR AS NECESSARY TO ALLOW FORCONCRETE COLLAR.
6. ACCESS HATCH SHALL HAVE AN ACCEPTED DESIGN LIFE OF 75 YEARS.
1.0'
0.7'
2.8'
11.3 LF2"x2"x1/4"ANGLE
CONCRETE ANCHORBOLT (TYP., SEENOTE #4)
1.0'(TYP.)1.0'(TYP.)
GATE VALVE
N.T.S.
CONCRETE CURTAIN WALL DETAIL
SLOPE 0 %
d
FLOW
CURTAIN WALL
NOTES:
1. d = 18" MIN. OR DEPTH OF RIPRAP OUTLET PROTECTION, WHICHEVER ISGREATER.2. CURTAIN WALL IS TO BE A MIN. 6" IN WIDTH AND CONSTRUCTED OF 3000 PSIREINFORCED CONCRETE.3. CURTAIN WALL AFFIXED TO BOTTOM OF FLARED END SECTION BYSTAINLESS STEEL BOLTS 8" O.C.
N.T.S.
FESRCP
OUTLET PROTECTION
STAINLESSBOLT
RISER JOINT CONNECTION DETAIL
3.0"
6"
1/2"Ø GRADE 8STAINLESS STEELCONCRETE LAGSCREW
12" x 4" x 1/2"STAINLESS STEELSTRAP (4 PERRISER JOINT)
NOTES:
ϭ͘KEdZdKZ^,>>/E^d>>^dZW^W Z d/>KE>>WZ &Z/^ Z^dZhdhZ ^d,dZ Dh>d/W> ^ d/KE^E E^hZ d,dd, ^ :K/Ed^Z td Zd/',d͘
N.T.S.
N.T.S.
TOP OF RISER EL. = 20.50
4.0'
3.0'
6" MIN. WALLTHICKNESS (TYP.)
2.50'
4.00'
15" Ø O-RING RCP
FLOW
CONTRACTOR SHALL PROVIDESTEPS IN ACCORDANCE WITHNCDOT STD. 840.66. STEPSSHALL BE PLACED AT 16" O.C.
INV. SEE RISER PROFILE
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CONTRACTOR TOCONSTRUCT CONCRETECOLLAR IN THE FIELD
4.0'
4.0' W X 4.0' L X 1.6' HCONCRETE ANTI-FLOTATION BLOCK3,000 PSI CONCRETE W/ #5 REBAR@16" O.C. BOTH DIRECTIONSBOTTOM ELEV. = 16.50'
WRAP OUTSIDE OF PIPE JOINTS WITHLAYER OF TYPE II GEOTEXTILEFILTER, COVER 2 FT BY 3FT OF PIPECENTERED ON JOINT.
REMOVE PIPE & FILLWITH NON-SHRINKGROUT AT COMPLETION
PIPE CONNECTIONFOR SKIMMER
4' x 4' (O.D.) PERMANENT REINFORCED CONCRETEOUTLET STRUCTURE DETAILS
#5 REBAR@ 12" O.C.
*PLACE SILT BAGDEWATERING DEVICEAT OUTLET TO DRAINBASIN
100 YR WSEL = 21.12'25 YR WSEL = 20.72'10 YR WSEL = 20.54'2 YR WSEL = 20.07'1 YR WSEL = 19.98'
FILL BOTTOM OFRISER WITHCONCRETE TOINVERT ELEVATION
INV. IN: 18.00'
NOTES:
1. CONCRETE ANTI-FLOTATION BLOCK TO BE PROVIDED WITH MINIMUMTEMPERATURE AND SHRINKAGE STEEL REINFORCEMENT.2. TRASH RACKS FOR RISER NOT SHOWN FOR CLARITY.3. TO PREVENT FLOTATION, CAST CONTROL STRUCTURE WITHANTI-FLOTATION BLOCK WITH #5 REBAR FROM FOOTING.4. REINFORCED CONCRETE STRENGTH TO BE 3,000 PSI.5. RISER STRUCTURE TO BE CAST IN PLACE, MONOLITHIC CONCRETE ORPREFAB RISER STRUCTURE THAT ARE MULTIPLE SECTIONS REFER TORISER JOINT CONNECTION DETAIL.
1.50'
4.0'
4" DIP TEE
4" DIP INVERT: 18.00'DRAW DOWNORIFICEINVERT: 18.00'
PROVIDE PAINTED OR GALVANIZED PIPEHANGERS WITH GASKETS. PROVIDESHOP DRAWING TO ENGINEER(HANGER MUST ALLOW WATER TO MOVEUNDERNEATH)
PIPE DOES NOTOUTLET INTO RISERSLOPE PIPEAT 0.00%
4" PIPE OUTLET TOCONTECH STORMFILTER (18.00')
PIPE HANGER(PROVIDE SHOPDRAWING TOENGINEER)
CLEANOUT TOPELEV: 19.00'
DRAW DOWN SIPHON(SEE DETAIL)
PROVIDE GALVANIZED OR PAINTED PIPE HANGERS WITHGASKETS. PROVIDE SHOP DRAWING TO ENGINEER(HANGER MUST ALLOW WATER TO MOVE UNDERNEATH)
PROVIDEELBOWS ORWYE FITTING
4" DIP INVERTOUT: 18.00'
CLEANOUT TOP
SLOPE PIPEAT 0.00%
12"
PLUNGE POOL:4'L X 2'W X 12" DEEPWITH 6" THICKCONCRETE WALLS ANDFLOOR
4" DIP
SEE CONTECH STORMFILTERDETAIL FOR CONTINUATION
EXPANSIONJOINT & CAULK
TRANSITION TO 4"PVC OUTSIDE OFRISER
DRAW DOWN SIPHON
CONCRETE PLUNGE POOL
DRY DETENTION & CONTECH STORMFILTER CONSTRUCTION SEQUENCE:
1. ALL EROSION SEDIMENT AND EROSION CONTROL PRACTICESSHALL BE IN PLACE AND THE SLOPES DRAINING TO THE DRYDETENTION AREA SHALL BE STABILIZED BEFORECONSTRUCTION OF THE CONTECH STORMFILTER BEGINS.
2. INSTALL TEMPORARY SILT FENCE AROUND THE DRY DETENTIONAREA AS NEEDED.
3. EXCAVATE DRY DETENTION AREA, PER THE GRADES ANDDETAILED ELEVATIONS SHOWN ON THE CONSTRUCTION PLANS.
4. PROVIDE ENGINEER WITH AN AS-BUILT SURVEY FOR THE DRYDETENTION AREA TO VERIFY VOLUMES.
5. INSTALL STORM DRAINAGE PIPES AND INLETS.
6. FINE GRADE THE SIDE SLOPES OF THE DRY DETENTION AREA.DRESS UP VELOCITY DISSIPATER AS NEEDED PER THE PLANS.
7. INSTALL SOD BERMUDA GRASS PER LANDSCAPE PLAN.
8. FINE GRADE, SEED AND STABILIZE ANY REMAINING DISTURBEDAREAS AROUND THE OUTSIDE OF THE DRY DETENTION AREA.REMOVE SILT FENCE.
9. ONCE ALL UPSTREAM OF AND DRY DETENTION IS STABILIZED,INSTALL CONTECH 96" MANHOLE STORMFILTER PER DETAIL ANDMANUFACTURES RECOMMENDATIONS. PROVIDE DRAW DOWNDEVICE AND CONNECT TO STORMFILTER ONCE APPROVED BYMANUFACTURES REPRESENTATIVE.
10. UPON COMPLETION OF WORK, CONTACT THE PROJECTENGINEER AND LANDSCAPE ARCHITECT FOR AN INSPECTIONAND TO BEGIN THE AS-BUILT CERTIFICATION PROCESS. ANAS-BUILT SURVEY OF ALL ASPECTS OF THIS FACILITY IS TO BEPROVIDED BY CONTRACTOR AND FURNISHED TO THEENGINEER. CERTIFICATIONS WILL NOT BE ISSUED IF THE SCMDOES NOT MEET OR EXCEED THE REQUIREMENTS CONTAINEDIN THE CONSTRUCTION DOCUMENTS. SHOULD REMEDIALWORK BE REQUIRED, ALL COSTS ASSOCIATED WITH THEREMEDIAL WORK INCLUDING RE-SURVEY AND RE-INSPECTIONSWILL BE BORNE BY THE CONTRACTOR.
CONCRETE CRADLE DETAIL
N.T.S.
12" ASPHALTIMPREGNATEDFIBER BOARDAT PIPE JOINTS
ISOMETRIC VIEWNTS
1'
RCP PIPE
COMPACTED FILL
CONCRETE POUREDIN PLACE 3000 PSI (MIN)
SOLID CONCRETE MASONRY BLOCKSSPACED AS NECESSARY TOSUPPORT PIPES
COMPACTED FILL
RCP PIPE
FIBER BOARD
NOTE:1. CONTRACTOR TO INSTALL FIBER BOARD TO FITAROUND PIPE.2. FIBER BOARD TO FUNCTION AS A CONTROL JOINT. TOBE PLACED ADJACENT TO PIPE BELL LOCATION.3. REINFORCED CONCRETE STRENGTH TO BE 3,000 PSI4. NO FLOWABLE FILL ALLOWED.
SPRINGLINE
SECTION VIEW AS VIEWED LOOKING DOWNSTREAMNTS
DEPTH TOSPRING LINE
RCP PIPE
18"MIN
18"MIN
N.T.S.
SIPHON OUTLET DETAIL
INVERT = 18.00 (PPE)
4" PVC CAP WITH1" Ø DRILLED ORIFICE
6"
6"
6"
PRECAST RISERSTRUCTURE WALL
4" ORIFICE SCH 40PVC PIPE AT INV.ELEV.= 18.00
4" PVC CAP WITH1" Ø DRILLED ORIFICE
SEE RISERDETAIL FORCONTINUATION(TRANSITIONTO RISER)
PROVIDEEXPANSIONJOINT ANDCAULK
(INCLUDES 5%SETTLEMENTADJUSTMENT)
C4.5
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ALL NOTES APPLY TO ALL DRAWINGS AND ALL TRADES. IT IS THE RESPONSIBILITY OF ALL CONTRACTORS ANDTRADES TO COORDINATE THE INSTALLATION OF THEIR WORK WITH THE INSTALLATION OF WORK BY ALL OTHERCONTRACTORS AND TRADES. THE REQUIREMENTS OF THE DRAWINGS, GENERAL REQUIREMENTS AND ALL ITEMSOF THE CONTRACT DOCUMENTS ARE EQUALLY BINDING ON ALL CONTRACTORS AND TRADES. EACHCONTRACTOR IS REQUIRED TO MAINTAIN FULL SETS OF THE CONTRACT DOCUMENTS FOR HIS EMPLOYEES USEON THE PROJECT TO ASSURE THAT ALL WORK IS PROPERLY COORDINATED AND INSTALLED WITH THE WORK OFOTHER CONTRACTORS AND TRADES.
WHENEVER THERE ARE DISCREPANCIES BETWEEN DRAWINGS, OR BETWEEN THE DRAWINGS ANDSPECIFICATIONS, OR CONFLICTS WITHIN THE SPECIFICATIONS AND/OR DRAWINGS, AND SUCH DISCREPANCY ISNOT CALLED TO THE ARCHITECT'S ATTENTION IN TIME TO PERMIT CLARIFICATION BY ADDENDUM, THECONTRACTOR SHALL BASE HIS BID UPON PROVIDING THE BETTER QUALITY OR GREATER OF WORK OR MATERIALCALLED FOR, SHALL SUBMIT A WRITTEN STATEMENT WITH HIS PROPOSAL NOTING SUCH DISCREPANCIES, ANDSHALL SO FURNISH AND INSTALL SUCH BETTER QUALITY OR GREATER QUANTITY UNLESS OTHERWISE ORDEREDIN WRITING.
GENERAL NOTE
03/29/2024
J GLAS
W ALTMAN
Addendum 025/10/2024
North Carolina License No. C-1652
2ND ROUND TRC6/12/2024VE Revisions8/16/2024 - 4
CUT -OFF(KEY TRENCH)5' WIDE X 2' DEEP MIN. INTOUNDISTURBED SOIL ALONGLENGTH OF EMBANKMENT
5.0'
2.0' BELOWUNDISTURBEDSOIL
1:1SLOPE 7.0'
PROPOSEDBERM
EXISTGRADE
UNDISTURBEDSOIL
N.T.S.CUT-OFF TRENCH (KEY TRENCH) DETAIL
NOTES:
1. KEY TRENCH SHALL USE THE SAME MATERIAL USED TO BUILD THEDAM EMBANKMENT.
TOP OF DAM TOP OF DRAINAGEDIAPHRAGM
EMERGENCYSPILLWAY
2' MIN.
2' MIN.
3:1
TYP.
3:1TYP.
CONCRETE CRADLE SHALLEXTEND FULL LENGTH OFTHE CONDUIT PERFORATED 4" HDPEPIPE THROUGH WIDTHOF STONE INDIAPHRAGM
2'1'
SECTION A-A
FLOW
DRAINAGE FILTER DIAPHRAGM DETAIL
N.T.S.
OUTLET PIPE WRAPPED INDOUBLE LAYER OF NON-WOVENGEOTEXTILE FILTER FABRIC ATPIPE JOINTS. COVER 2 FT. OF PIPECENTERED ON JOINT.
NON-PERFORATED 4"HDPE PIPE (CONNECTTO DOWNSTREAMSTRUCTURE ORDAYLIGHT ON GRADE)
10
3/84 95-100
35-75
PASSING
74-9420
100
SIEVE PERCENTSIZE
1. SEEPAGE PROTECTION FILTER MATERIAL SHALL BE COMPACTED PER SPECIFICATIONS.
ASTM C33 FINE AGGREGATE GRADATION
CONSTRUCTION NOTES
(2) 4" SLOTTED HDPECOLLECTION DRAIN PIPE
CL
PIP
E
SECTION VIEW AS VIEWED LOOKING UPSTREAMNTS
SEEPAGE FILTER MATERIAL
30
100
10-3050
2-10
25-60
WASHED#57 STONEBEDDING
2. NO GEOTEXTILE FABRIC TO BE USED.
NOTE:
1. DRAIN OUTLETS FOR DIAPHRAGMSHALL BE PROTECTED BY ANAPPROPRIATE RODENT GUARD:12" X 12" STAINLESS STEEL MESHSECURED WITH STAINLESSSTEEL CLAMP OR APPROVEDEQUAL.
2. PIPE SHALL INCLUDE EXPANSIONJOINTS SPACED EVERY 8 FEETON CENTER.
3. JOINTS WRAPPED WITH DOUBLELAYER OF NON-WOVENGEOTEXTILE FILTER FABRIC ONOUTSIDE OF PIPE SHALL COVER2 FEET BY 3 FEET OF PIPECENTERED ON JOINT.
2'
2'
PLAN VIEW
REFER TO PLANSFOR PIPE SIZESW/ CONCRETECRADLE
SEEPAGEFILTER MATERIAL
2'
2'
12"
6"
2' MIN
12" MIN
6"
TOP OF DAM
TOP OFDRAINAGEDIAPHRAGM
3' SLOTTED HDPE PIPE90 DEGREE ELBOW
NON-PERFORATEDPIPE
4'
MIN.PLACE CAP ON ENDOF PERFORATED PIPE
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ALL NOTES APPLY TO ALL DRAWINGS AND ALL TRADES. IT IS THE RESPONSIBILITY OF ALL CONTRACTORS ANDTRADES TO COORDINATE THE INSTALLATION OF THEIR WORK WITH THE INSTALLATION OF WORK BY ALL OTHERCONTRACTORS AND TRADES. THE REQUIREMENTS OF THE DRAWINGS, GENERAL REQUIREMENTS AND ALL ITEMSOF THE CONTRACT DOCUMENTS ARE EQUALLY BINDING ON ALL CONTRACTORS AND TRADES. EACHCONTRACTOR IS REQUIRED TO MAINTAIN FULL SETS OF THE CONTRACT DOCUMENTS FOR HIS EMPLOYEES USEON THE PROJECT TO ASSURE THAT ALL WORK IS PROPERLY COORDINATED AND INSTALLED WITH THE WORK OFOTHER CONTRACTORS AND TRADES.
WHENEVER THERE ARE DISCREPANCIES BETWEEN DRAWINGS, OR BETWEEN THE DRAWINGS ANDSPECIFICATIONS, OR CONFLICTS WITHIN THE SPECIFICATIONS AND/OR DRAWINGS, AND SUCH DISCREPANCY ISNOT CALLED TO THE ARCHITECT'S ATTENTION IN TIME TO PERMIT CLARIFICATION BY ADDENDUM, THECONTRACTOR SHALL BASE HIS BID UPON PROVIDING THE BETTER QUALITY OR GREATER OF WORK OR MATERIALCALLED FOR, SHALL SUBMIT A WRITTEN STATEMENT WITH HIS PROPOSAL NOTING SUCH DISCREPANCIES, ANDSHALL SO FURNISH AND INSTALL SUCH BETTER QUALITY OR GREATER QUANTITY UNLESS OTHERWISE ORDEREDIN WRITING.
GENERAL NOTE
03/29/2024
J GLAS
W ALTMAN
Addendum 025/10/2024
North Carolina License No. C-1652
2ND ROUND TRC6/12/2024VE Revisions8/16/2024 - 4
STORM STRUCTURE TABLE
STRUCTURE #
CB 1
CB 2
CB 3
DI 1
FES 1
FES 2
FES 5
FES 6
TOP
22.53
23.47
22.32
21.00
19.71
19.44
21.90
20.90
STRUCTURE HEIGHT
3.20'
5.13'
3.09'
2.40'
18.90'
5.47'
21.42'
20.42'
DESCRIPTION
NCDOT 840.02 CONCRETE CATCH BASIN
NCDOT 840.02 CONCRETE CATCH BASIN
NCDOT 840.02 CONCRETE CATCH BASIN
NCDOT 840.14 DROP INLET
NCDOT FES FOR 18" PIPE
NCDOT FES FOR 15" PIPE
NCDOT ES-1 for 12 inch Pipe
FES FOR 10" HDPE PIPE
15
20
25
30
15
20
25
30
15
20
25
30
15
20
25
30
15
20
25
30
15
20
25
30
22
.
3
2
23
.
0
5
23
.
7
8
23
.
7
2
24
.
0
2
24
.
1
2
22
.
2
3
21
.
0
0
22
.
9
9
22
.
8
3
21
.
3
7
17
.
9
8
20
.
9
9
22
.
7
8
22
.
5
2
24
.
4
9
24
.
8
2
24
.
5
3
23
.
8
7
23.
6
1
23
.
9
8
21
.
1
9
17
.
9
8
19
.
8
5
9+80 10+00 10+50 11+00 11+50 12+00 12+15 9+80 10+00 10+50 11+00 11+18 9+80 10+00 10+50 11+00 11+16
Pipe 1138.95' OF15" RCP@ 0.50%Pipe 255.84' OF18" RCP@ 0.60%
Pipe 397.60' OF15" RCP@ 0.58%
Pipe 482.64' OF15" RCP@ 0.73%
CB
1
TO
P
2
2
.
5
3
IN
V
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1
9
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3
3
(
P
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1
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CB
2
TO
P
2
3
.
4
7
IN
V
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1
8
.
6
3
(
P
i
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1
)
IN
V
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1
8
.
6
6
(
P
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IN
V
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1
8
.
3
4
(
P
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CB
2
TO
P
2
3
.
4
7
IN
V
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1
8
.
6
3
(
P
i
p
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1
)
IN
V
I
N
1
8
.
6
6
(
P
i
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3
)
IN
V
O
U
T
1
8
.
3
4
(
P
i
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2
)
CB
3
TO
P
2
2
.
3
2
IN
V
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1
9
.
2
3
(
P
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3
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DI 1TO
P
2
1
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0
0
IN
V
O
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T
1
8
.
6
0
(
P
i
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4
)
FE
S
2
TO
P
1
9
.
4
4
IN
V
I
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1
8
.
0
0
(
P
i
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4
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FE
S
1
TO
P
1
9
.
7
1
IN
V
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1
8
.
0
0
(
P
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2
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EXISTINGGRADE
PROPOSEDGRADE
EXISTINGGRADE
PROPOSEDGRADE
EXISTINGGRADE
PROPOSEDGRADE
STORMWATER PROFILECB 1 - FES 1 STORMWATER PROFILECB 3 - CB 2
STORMWATER PROFILEFES 5 - FES 6
15
20
25
30
15
20
25
30
Pipe 854.50' OF10" HDPE
@ 1.83%
FE
S
6
TO
P
2
0
.
9
0
IN
V
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2
0
.
0
0
(
P
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FE
S
5
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P
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1
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9
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IN
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1
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0
0
(
P
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8
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21
.
0
0
22
.
7
4
22
.
7
5
9+80 10+00 10+50 10+83
EXISTINGGRADE
PROPOSEDGRADE
2" WATER LINEINV: 16.80'
18" MIN SEPARATION
2" WATER LINEINV: 16.75'
18" MIN SEPARATION
STORM PIPE TABLE
PIPE #
Pipe 1
Pipe 2
Pipe 3
Pipe 4
Pipe 8
DIA
15"
18"
15"
15"
10"
FROM - TO
CB 1 - CB 2
CB 2 - FES 1
CB 3 - CB 2
DI 1 - FES 2
FES 5 - FES 6
UPSTREAMINVERT
19.33
18.34
19.23
18.60
21.00
DOWNSTREAMINVERT
18.63
18.00
18.66
18.00
20.00
SLOPE
0.50%
0.60%
0.58%
0.73%
1.83%
LENGTH
138.95 LF
55.84 LF
97.60 LF
82.64 LF
54.50 LF
DESCRIPTION
15 inch RCP
18 inch RCP
15 inch RCP
15 inch RCP
10" HDPE
STORMWATER PROFILEDI 1 - FES 2
C4.7
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ALL NOTES APPLY TO ALL DRAWINGS AND ALL TRADES. IT IS THE RESPONSIBILITY OF ALL CONTRACTORS ANDTRADES TO COORDINATE THE INSTALLATION OF THEIR WORK WITH THE INSTALLATION OF WORK BY ALL OTHERCONTRACTORS AND TRADES. THE REQUIREMENTS OF THE DRAWINGS, GENERAL REQUIREMENTS AND ALL ITEMSOF THE CONTRACT DOCUMENTS ARE EQUALLY BINDING ON ALL CONTRACTORS AND TRADES. EACHCONTRACTOR IS REQUIRED TO MAINTAIN FULL SETS OF THE CONTRACT DOCUMENTS FOR HIS EMPLOYEES USEON THE PROJECT TO ASSURE THAT ALL WORK IS PROPERLY COORDINATED AND INSTALLED WITH THE WORK OFOTHER CONTRACTORS AND TRADES.
WHENEVER THERE ARE DISCREPANCIES BETWEEN DRAWINGS, OR BETWEEN THE DRAWINGS ANDSPECIFICATIONS, OR CONFLICTS WITHIN THE SPECIFICATIONS AND/OR DRAWINGS, AND SUCH DISCREPANCY ISNOT CALLED TO THE ARCHITECT'S ATTENTION IN TIME TO PERMIT CLARIFICATION BY ADDENDUM, THECONTRACTOR SHALL BASE HIS BID UPON PROVIDING THE BETTER QUALITY OR GREATER OF WORK OR MATERIALCALLED FOR, SHALL SUBMIT A WRITTEN STATEMENT WITH HIS PROPOSAL NOTING SUCH DISCREPANCIES, ANDSHALL SO FURNISH AND INSTALL SUCH BETTER QUALITY OR GREATER QUANTITY UNLESS OTHERWISE ORDEREDIN WRITING.
GENERAL NOTE
03/29/2024
J GLAS
W ALTMAN
Addendum 025/10/2024
North Carolina License No. C-1652
2ND ROUND TRC6/12/2024VE Revisions8/16/2024 - 4
NOTE:
1. VERIFY WITH SITE PLANS FOR NON-TYPICALACCESSIBLE SPACES.2. FOR SPACES LABELED 'VAN' PROVIDE MUTCDR7-8 SIGN AND ADDITIONAL R7-8a.
RESERVED
PARKING
RESERVED
PARKING
RESERVED
PARKING
VANACCESSIBLE
"REGULARSPACE"
REFER TO DETAIL BELOW AND LAYOUT PLANFOR PLACEMENT OF ACCESSIBLE SIGN ANDVAN ACCESSIBLE SIGNS
5'8'9'6'MOUNTINGHEIGHTABOVEFINISHEDGRADE(TYP.)
MUTCDR7-8a
MUTCD R7-8
GREENREFLECTIVELEGEND
BLUEREFELCTIVEBACKGROUND
WHITEREFLECTIVESYMBOL
WHITEBACKGROUND
RESERVED PARKINGSIGN (R7-8)(ARROW ON SIGNFACING "<-")
6"
12"
12"
18"
RESERVEDPARKING
4'
FRANGIBLEBASE UNIT
ACCESSIBLE ORPREFERREDPARKING SIGN(TYP.)
60"
ACCESSIBLE & PREFERREDPARKING SIGN FOUNDATIONN.T.S.
SQUARETUBULAR POST
ACCESSIBLE PARKING SPACE MARKINGS AND SIGNAGE
NO SCALE
18'
4"
5'
8'8'8'8'
TYPICAL ACCESSIBLE VAN ACCESSIBLE
5'
TYPICAL ACCESSIBLE SPACE LAYOUT
RESERVED PARKING SIGN (R7-8)(ARROW ON SIGN FACING "->") ATBEGINNING ACCESSIBLE SPACE(TYP)
FACE OF CURB
RESERVED PARKINGSIGN (R7-8)(NO ARROWS IN ONSIGN)VAN ACCESSIBLE SIGN(R7-8a)
REMOVABLECONCRETEWHEEL STOP
8" ABC STONE
DENOTES ASPHALT PAVEMENT ON PLANS
HEAVY DUTY ASPHALTNO SCALE
SUBGRADE COMPACTED TO 95% STANDARDPROCTOR (REFER TO PROJECT SPECIFICATIONSFOR ADDITIONAL REQUIREMENTS)
3" ASPHALTSURFACE COURSE
PRE-CAST CONCRETE WHEELSTOPNO SCALE
ACCESSIBLE CURB RAMPSNO SCALE
12"
6"
6"7"
R3"
6"12"R12"
R18"
18" CURB & GUTTER
NO SCALE
18"12"
6"
NOTE:CONTRACTION JOINTS SHALL CONFORM TO NCDOT STANDARDS
3000 PSI CLASS A CONCRETE
6" CABC STONE
6"
INSTALL 4" MIN. DEPTH OFABC STONE UNDER CURB
CONCRETE TO BE 4,000PSI MIN.
TOP OF ASPHALT
6"
24"
NO SCALE
TYPICAL THICKENED EDGE
12" 6"
14"
MIN6"
CONCRETE PAVEMENT DIMENSIONS
1/4"
3"
8"8"
6"
TYPICAL CONTRACTIONJOINT
1/4"JOINT
3"
4"
TYPICAL ISOLATION (EXPANSION) JOINT
1/2"JOINTFULLDEPTH
8"
NOTES:1. THE REINFORCEMENT ONLY NEEDS TO BE INCLUDED IN ODD-SHAPED SLABSAND SLABS CONTAINING STRUCTURES (LIGHTS, BOLLARDS, ETC.).
2. THE CONTRACTOR SHALL SUBMIT A WRITTEN PLAN BEFORE PLACEMENT OFCONCRETE TO OUTLINE HIS/HER PLAN FOR INSTALLATION OF JOINTS ANDDOWELS IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS.
3. ALL CONCRETE PAVEMENT SHALL HAVE A 28-DAY COMPRESSIVE STRENGTHOF 4,000 PSI MIN. (ASTM C39).
4.CONTRACTION JOINTS: SHALL BE SPACED AT 10' O.C.E.W. MAX. OR ASINDICATED ON THE PLAN, EXCEPT WHERE EXPANSION AND CONSTRUCTIONJOINTS ARE LOCATED. REFER TO SPECIFICATION 321313 FOR ADDITIONALINFORMATION.
5.ISOLATION (EXPANSION) JOINTS: FORM ISOLATION JOINTS OF PREFORMEDJOINT FILLER STRIPS ABUTTING CONCRETE CURBS, CATCH BASINS,MANHOLES, INLETS, STRUCTURES, WALKS, OTHER FIXED OBJECTS, ANDWHERE INDICATED. INSTALL DOWEL RODS IN ISOLATION JOINTS WHEREVERABUTTING TO CONCRETE PAVEMENT SLABS.
6.CONSTRUCTION JOINTS: SET CONSTRUCTION JOINTS AT SIDE AND ENDTERMINATIONS OF PAVING AND AT LOCATIONS WHERE PAVING OPERATIONSARE STOPPED FOR MORE THAN 1/2 HOUR, UNLESS PAVING TERMINATES ATISOLATION JOINTS. INSTALL DOWEL RODS 18-IN ON CENTER ALONGCONSTRUCTION JOINTS.
7.DOWEL RODS: DOWEL RODS SHALL BE EPOXY COATED AND PLACED 18" O.C.EPOXY COATED DOWEL BASKETS ARE AN ACCEPTABLE ALTERNATIVE.SUBMIT FOR SHOP DRAWING REVIEW.
8.FABRIC JOINT FILLER AND CAULK SEALANT: INSTALL AT ALL ISOLATIONJOINTS AND THICKENED EDGES.
9. INSTALL THICKENED EDGES ALONG ALL EDGES / SIDES OF CONCRETEPAVEMENT.
INSERT FABRIC JOINTFILLER FULL DEPTH
REINFORCEMENTSHALL NOT PASSTHRU JOINT
REINFORCEMENTSHALL NOTPASS THRUJOINT
1/4" WIDE x 3" DEEPJOINT W/ 1/8" RADII.SEAL WITH PAVEMENTCAULK TO 1/8" BELOWPAVEMENT ELEV
DOWEL ROD: 18" #5 SMOOTH BAR18" O.C. GREASED BOTH SIDES.
ABCAGGREGATEBASE
COMPACTEDSUBGRADE
CONCRETE PAVEMENTSLAB
SLAB REINFORCING
1/4" WIDE x 3" DEEPJOINT W/ 1/8" RADII
CAULK 3/8" DEPTH.RECESSED 1/8" BELOWTOP OF PAVEMENT
THICKENED EDGE
13"
INSTALL DOWEL RODSIN ISOLATION JOINTSWHEREVER ABUTTINGTO CONCRETEPAVEMENT SLABS.
6"
6"
6"
HEAVY DUTY CONCRETE PAVEMENTNO SCALE C5.0
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ALL NOTES APPLY TO ALL DRAWINGS AND ALL TRADES. IT IS THE RESPONSIBILITY OF ALL CONTRACTORS ANDTRADES TO COORDINATE THE INSTALLATION OF THEIR WORK WITH THE INSTALLATION OF WORK BY ALL OTHERCONTRACTORS AND TRADES. THE REQUIREMENTS OF THE DRAWINGS, GENERAL REQUIREMENTS AND ALL ITEMSOF THE CONTRACT DOCUMENTS ARE EQUALLY BINDING ON ALL CONTRACTORS AND TRADES. EACHCONTRACTOR IS REQUIRED TO MAINTAIN FULL SETS OF THE CONTRACT DOCUMENTS FOR HIS EMPLOYEES USEON THE PROJECT TO ASSURE THAT ALL WORK IS PROPERLY COORDINATED AND INSTALLED WITH THE WORK OFOTHER CONTRACTORS AND TRADES.
WHENEVER THERE ARE DISCREPANCIES BETWEEN DRAWINGS, OR BETWEEN THE DRAWINGS ANDSPECIFICATIONS, OR CONFLICTS WITHIN THE SPECIFICATIONS AND/OR DRAWINGS, AND SUCH DISCREPANCY ISNOT CALLED TO THE ARCHITECT'S ATTENTION IN TIME TO PERMIT CLARIFICATION BY ADDENDUM, THECONTRACTOR SHALL BASE HIS BID UPON PROVIDING THE BETTER QUALITY OR GREATER OF WORK OR MATERIALCALLED FOR, SHALL SUBMIT A WRITTEN STATEMENT WITH HIS PROPOSAL NOTING SUCH DISCREPANCIES, ANDSHALL SO FURNISH AND INSTALL SUCH BETTER QUALITY OR GREATER QUANTITY UNLESS OTHERWISE ORDEREDIN WRITING.
GENERAL NOTE
03/29/2024
J GLAS
W ALTMAN
Addendum 025/10/2024
North Carolina License No. C-1652
2ND ROUND TRC6/12/2024VE Revisions8/16/2024 - 4
10"SQ. x 4"THICK3000 PSI CONCRETE SLAB(IF NOT IN PVMT.)
CLEANOUT4" - RECESSEDREMOVABLETHREADED PLUG
4" SCH 40 PVC
WYE WATERTIGHTCONNECTION
SEE NOTE #7ON DOWNSPOUTCOLLECTOR NOTES(THIS DRAWING)
SEE NOTE #8ON DOWNSPOUTCOLLECTOR NOTES(THIS DRAWING)
REFER TO PLUMBINGDRAWINGS FOR DRAINCONNECTION
45° BEND(SCH 40PVC) SEENOTE #9
45° WYE
ROOF DRAIN COLLECTOR
NO SCALE
DOWNSPOUT COLLECTORNOTES:
1. CONNECT ALL BUILDINGDOWNSPOUTS INTO THE ROOFDRAIN COLLECTOR SYSTEM ORDIRECTLY INTO THE STORMSEWER SYSTEM.
2. THE ROOF DRAIN COLLECTORSYSTEM IS SMOOTH-LINED,CORRUGATED POLYETHYLENEPIPE LAID AT MINIMUM SLOPES ASINDICATED.
3. PIPES CONNECTING TOINDIVIDUAL DOWNSPOUTS ARE 6"PROVIDE MINIMUM 6" PIPE SIZE 5'OUTSIDE BUILDING. ALL OTHERDRAIN PIPES ARE SIZED ASINDICATED INCREASING IN SIZEFROM UPSTREAM TODOWNSTREAM.
4. PROVIDE CLEANOUTS ASINDICATED AND AS REQUIRED BYLOCAL BUILDING CODE.
5. MAKE CONNECTIONS INTOCONCRETE PIPES WITH AFLEXIBLE WATERTIGHT TEECONNECTOR THAT ISMECHANICALLY EXPANDED INTOA CORDED OPENING.CONNECTOR SHALL BEKOR-N-TEE OR APPROVED EQUAL.
6. MAINTAIN ADEQUATE OUTFALLFOR ROOF DRAIN DURING ANDAFTER THE COMPLETION OFCONSTRUCTION.
7. MINIMUM DEPTH OF COVER SHALLBE ONE (1) FOOT. FOR ALLDEPTHS OF COVER LESS THANTWO (2) FEET, PIPE MUST BESCHEDULE 40 PVC. FOR DEPTHSOF COVER GREATER THAN TWO(2) FEET, FLEXIBLE PIPE MAY BEUSED. REFER TO SPECIFICATIONSFOR ALLOWABLE PIPE TYPES.
8. MAINTAIN A WATERTIGHTCONNECTION AT ALL PIPECONNECTIONS BELOW GRADE.
9. INSTALL THE DOWNSPOUTCOLLECTOR DRAIN BEFORE THEDOWNSPOUTS ARE INSTALLED ONTHE BUILDING. THE SITE WORKCONTRACTOR IS RESPONSIBLEFOR ALL WORK TO ANDINCLUDING THE 45° BEND. REFERTO ARCHITECTURAL DRAWINGSFOR EXACT LOCATIONS OFDOWNSPOUTS ON BUILDINGEXTERIOR WALLS.
DOWNSPOUT COLLECTOR
NO SCALEFLAG POLENO SCALE
SEE SITE PLAN
SEE SITE PLAN
8"4"
4"
PAVEMENT
NOTES:
1. PROVIDE GROOVE CONTROL JOINT 1" DEEP WITH 1/8" RADII IN SIDEWALK AT5' INTERVALS UNLESS INDICATED OTHERWISE.
2. PROVIDE 1/2" WIDE EXPANSION JOINT AT 30' INTERVALS.
3. PROVIDE 1/2" WIDE EXPANSION JOINT WHERE THE SIDEWALK ABUTS ANYRIGID STRUCTURE.
4. SEE SPECIFICATIONS FOR ADDITIONAL JOINT SPACING REQUIREMENTS.
5. ALL CONCRETE SIDEWALKS SHALL BE 4,000 P.S.I. MIN. WITH BROOM FINISH.
6. INSTALL SIDEWALK OVER 4" OF ABC STONE.
7. WHERE SIDEWALK ABUTS GRASS OR MULCH, THERE SHALL BE 1.5" OFRELIEF FROM THE TOP OF SIDEWALK TO THE GROUND.
4"
1/2"JOINTFULLDEPTH
1/2" EXPANSIONJOINT W/ FIBERJOINT FILLER ANDCAULK AT ALLRIGID OBJECTS
1/2" EXPANSION JOINT W/FIBER JOINT FILLER ANDCAULK AT ASPHALT ANDCONCRETE PAVEMENTS
PROVIDE 6"X8"THICKENED EDGEWHEN LEVEL WITHANY PAVEMENTS(INCLUDINGGRAVEL) AND 1/2"EXPANSION JOINTW/ JOINT FILLER
INSERT FIBER JOINTFILLER FULL DEPTH
8"SEE PLAN
1.5"
CONCRETE SIDEWALK
NO SCALE
C5.1
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Revisions:
ALL NOTES APPLY TO ALL DRAWINGS AND ALL TRADES. IT IS THE RESPONSIBILITY OF ALL CONTRACTORS ANDTRADES TO COORDINATE THE INSTALLATION OF THEIR WORK WITH THE INSTALLATION OF WORK BY ALL OTHERCONTRACTORS AND TRADES. THE REQUIREMENTS OF THE DRAWINGS, GENERAL REQUIREMENTS AND ALL ITEMSOF THE CONTRACT DOCUMENTS ARE EQUALLY BINDING ON ALL CONTRACTORS AND TRADES. EACHCONTRACTOR IS REQUIRED TO MAINTAIN FULL SETS OF THE CONTRACT DOCUMENTS FOR HIS EMPLOYEES USEON THE PROJECT TO ASSURE THAT ALL WORK IS PROPERLY COORDINATED AND INSTALLED WITH THE WORK OFOTHER CONTRACTORS AND TRADES.
WHENEVER THERE ARE DISCREPANCIES BETWEEN DRAWINGS, OR BETWEEN THE DRAWINGS ANDSPECIFICATIONS, OR CONFLICTS WITHIN THE SPECIFICATIONS AND/OR DRAWINGS, AND SUCH DISCREPANCY ISNOT CALLED TO THE ARCHITECT'S ATTENTION IN TIME TO PERMIT CLARIFICATION BY ADDENDUM, THECONTRACTOR SHALL BASE HIS BID UPON PROVIDING THE BETTER QUALITY OR GREATER OF WORK OR MATERIALCALLED FOR, SHALL SUBMIT A WRITTEN STATEMENT WITH HIS PROPOSAL NOTING SUCH DISCREPANCIES, ANDSHALL SO FURNISH AND INSTALL SUCH BETTER QUALITY OR GREATER QUANTITY UNLESS OTHERWISE ORDEREDIN WRITING.
GENERAL NOTE
03/29/2024
J GLAS
W ALTMAN
Addendum 025/10/2024
North Carolina License No. C-1652
2ND ROUND TRC6/12/2024VE Revisions8/16/2024 - 4
C5.2
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ALL NOTES APPLY TO ALL DRAWINGS AND ALL TRADES. IT IS THE RESPONSIBILITY OF ALL CONTRACTORS ANDTRADES TO COORDINATE THE INSTALLATION OF THEIR WORK WITH THE INSTALLATION OF WORK BY ALL OTHERCONTRACTORS AND TRADES. THE REQUIREMENTS OF THE DRAWINGS, GENERAL REQUIREMENTS AND ALL ITEMSOF THE CONTRACT DOCUMENTS ARE EQUALLY BINDING ON ALL CONTRACTORS AND TRADES. EACHCONTRACTOR IS REQUIRED TO MAINTAIN FULL SETS OF THE CONTRACT DOCUMENTS FOR HIS EMPLOYEES USEON THE PROJECT TO ASSURE THAT ALL WORK IS PROPERLY COORDINATED AND INSTALLED WITH THE WORK OFOTHER CONTRACTORS AND TRADES.
WHENEVER THERE ARE DISCREPANCIES BETWEEN DRAWINGS, OR BETWEEN THE DRAWINGS ANDSPECIFICATIONS, OR CONFLICTS WITHIN THE SPECIFICATIONS AND/OR DRAWINGS, AND SUCH DISCREPANCY ISNOT CALLED TO THE ARCHITECT'S ATTENTION IN TIME TO PERMIT CLARIFICATION BY ADDENDUM, THECONTRACTOR SHALL BASE HIS BID UPON PROVIDING THE BETTER QUALITY OR GREATER OF WORK OR MATERIALCALLED FOR, SHALL SUBMIT A WRITTEN STATEMENT WITH HIS PROPOSAL NOTING SUCH DISCREPANCIES, ANDSHALL SO FURNISH AND INSTALL SUCH BETTER QUALITY OR GREATER QUANTITY UNLESS OTHERWISE ORDEREDIN WRITING.
GENERAL NOTE
03/29/2024
J GLAS
W ALTMAN
Addendum 025/10/2024
North Carolina License No. C-1652
2ND ROUND TRC6/12/2024VE Revisions8/16/2024 - 4
STEEL FENCE POST
WIRE FENCE
HARDWARE CLOTH
FILTER OF 1" DIAMETERWASHED STONE
BURY WIRE FENCE ANDHARDWARE CLOTH BURY 6" OF UPPEREDGE OF FILTERFABRIC IN TRENCH
3' FILTER FABRICON GROUND
TOP OF SILT FENCEMUST BE AT LEAST 1'ABOVE THE TOP OFTHE WASHED STONE.
18" MINIMUMHEIGHT OFSTONE
4' MIN.SILT FENCE
BURY WIRE FENCE,FILTER FABRIC,AND HARDWARECLOTH IN TRENCH
STEEL FENCEPOST SET MAX 2'APART MIN. 18"INTO SOLIDGROUND
SECTION VIEW
FRONT VIEW
HARDWARE CLOTH
GRASS SPECIES BLEND PLANTING RATE
85%1%
GRASS SPECIES BLEND PLANTING RATE MIN. % PURESEED MAX. % WEEDSEED
50-LBS PER1-ACRE 85%
TEMPORARY SEED SCHEDULE (Jan 1 - May 1)
ANNUAL RYE GRASS 1%
TEMPORARY SEED SCHEDULE (May 1 - Sept 30)
MIN. % PURESEED MAX. % WEEDSEED
30-LBS PER1-ACREGERMAN MILLET
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GRASS SPECIES BLEND PLANTING RATE
98% 1%
PERMANENT SEED SCHEDULE (MAY 1-AUGUST 15)
MIN. % PURESEED MAX. % WEEDSEED
200-LBS PER1-ACREHULLED SUNSTAR OR RIVIERABERMUDA
NOTES:1. PERMANENT SEEDING FOR THIS PROJECTSHALL OCCUR BETWEEN MAY 1-AUGUST 15.ADJUSTED AS NECESSARY FOR ADEQUATEGROUND TEMPERATURES. GROUNDTEMPERATURES SHALL BE IN THE RANGE OF60-80 DEGREES FOR GERMINATION.2. REFER TO SPECIFICATION SECTION 329200
SOIL AMENDMENTS:FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,00LB/ACRE GROUNDAGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
MULCH:APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT,NETTING, OR A MULCH ANCHORING TOOL. DISK WITH BLADES SET NEARLYSTRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE:REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE ANDMULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
GRASS SPECIES BLEND PLANTING RATE MIN. % PURESEED MAX. % WEEDSEED
50-LBS PER1-ACRE 85%
TEMPORARY SEED SCHEDULE (Oct 1 - Dec 30)
ANNUAL RYE GRASS 1%
SOIL AMENDMENTS:FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,00LB/ACRE GROUNDAGRICULTURAL LIMESTONE AND 1,000 LB/ACRE 10-10-10 FERTILIZER.
MULCH:APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT,NETTING, OR A MULCH ANCHORING TOOL. DISK WITH BLADES SET NEARLYSTRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE:REPAIR AND REFERTILIZE DAMAGES AREAS IMMEDIATELY. TOPDRESS WITH 50LB/ACRE OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARYCOVER BEYOND JUNE 15, OVERSEED WITH 50 LB/ACRE KOBE (PIEDMONT ANDCOASTAL PLAIN) OR KOREAN (MOUNTAINS) LESPEDEZA IN LATE FEBRUARY OREARLY MARCH.
SOIL AMENDMENTS:FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,00LB/ACRE GROUNDAGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
MULCH:APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT,NETTING, OR A MULCH ANCHORING TOOL. DISK WITH BLADES SET NEARLYSTRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE:REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE ANDMULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
REINFORCED SILT FENCE OUTLET
NO SCALE
TEMPORARY/PERMANENT SEEDINGNO SCALE
4' M
A
X
.
STEEL POSTS - TENSTAR ORANGE SAFETY BARRIER
10' MAX
TREE PROTECTION FENCING N.T.S.
SIGNS SPACED 75' O.C.
Prohibido Entrarlos arboles/Zona Protectora paraNo TrespassingTree Protection Area/
TREE PROTECTION FENCENO SCALE
FRONT VIEW
SIDE VIEW
8" DOWN AND 4" FORWARDALONG TRENCH
8" MINIMUM COVER OVERSKIRT *
GRADE
FILL SLOPE
SILT FENCE FABRIC
WOVEN WIRE FABRIC
STEEL POST
32"
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NOTE:USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES NOT EXCEED 1/4 ACRE ANDNEVER IN AREAS OF CONCENTRATED FLOW.
MINIMUM 10 GAUGELINE WIRES
SILT FENCE FABRICINSTALLED TO SECONDWIRE FROM TOP MINIMUM 12-1/2 GAUGEINTERMEDIATE WIRES
GRADE
3'-0"
2'-0"
24"
8'-0" MAXIMUM
MAINTENANCEINSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL.MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE, ORBECOME INEFFECTIVE, REPLACE IT PROMPTLY.
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGEVOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKECARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS ANDBRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTINGDRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
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1. TEMPORARY DIVERSION DITCH TO BE USED TO INTERCEPT FLOW AND/OR DIVERT TO A SEDIMENT CONTROL MEASURE OR BMP.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.
MAINTENANCEINSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THEDIVERSION 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.
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ALL NOTES APPLY TO ALL DRAWINGS AND ALL TRADES. IT IS THE RESPONSIBILITY OF ALL CONTRACTORS ANDTRADES TO COORDINATE THE INSTALLATION OF THEIR WORK WITH THE INSTALLATION OF WORK BY ALL OTHERCONTRACTORS AND TRADES. THE REQUIREMENTS OF THE DRAWINGS, GENERAL REQUIREMENTS AND ALL ITEMSOF THE CONTRACT DOCUMENTS ARE EQUALLY BINDING ON ALL CONTRACTORS AND TRADES. EACHCONTRACTOR IS REQUIRED TO MAINTAIN FULL SETS OF THE CONTRACT DOCUMENTS FOR HIS EMPLOYEES USEON THE PROJECT TO ASSURE THAT ALL WORK IS PROPERLY COORDINATED AND INSTALLED WITH THE WORK OFOTHER CONTRACTORS AND TRADES.
WHENEVER THERE ARE DISCREPANCIES BETWEEN DRAWINGS, OR BETWEEN THE DRAWINGS ANDSPECIFICATIONS, OR CONFLICTS WITHIN THE SPECIFICATIONS AND/OR DRAWINGS, AND SUCH DISCREPANCY ISNOT CALLED TO THE ARCHITECT'S ATTENTION IN TIME TO PERMIT CLARIFICATION BY ADDENDUM, THECONTRACTOR SHALL BASE HIS BID UPON PROVIDING THE BETTER QUALITY OR GREATER OF WORK OR MATERIALCALLED FOR, SHALL SUBMIT A WRITTEN STATEMENT WITH HIS PROPOSAL NOTING SUCH DISCREPANCIES, ANDSHALL SO FURNISH AND INSTALL SUCH BETTER QUALITY OR GREATER QUANTITY UNLESS OTHERWISE ORDEREDIN WRITING.
GENERAL NOTE
03/29/2024
J GLAS
W ALTMAN
Addendum 025/10/2024
North Carolina License No. C-1652
2ND ROUND TRC6/12/2024VE Revisions8/16/2024 - 4
A A
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PLAN VIEW
SECTION 'A-A'FILTERFABRIC
d
LPIPE
PIPE W1
CONCRETE WASHOUT AREANO SCALE RIPRAP OUTLET PROTECTIONNO SCALE
SUPPORT ROPETO WIRE TOPREVENT SAGGING
SUPPORT POST24" INTRO BOTTOMOR SIDE STAKE TOSUPPORT WIRE
COIR MESH OR SIMILAR, STAPLED ORTRENCHED 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 BERMS6. INSPECT BAFFLES FOR REPAIR ONCE A WEEK AND AFTER EACH RAINFALL
INLET ZONE35% ofbasin surface area
1st Cell25% of basinsurface area
2nd Cell25% of basinsurface area
15% ofbasin surface area
COIR MESH BAFFLES DETAIL (*NCDENR 6.65)
CROSS SECTION
PLAN VIEW
SECTION VIEW AT OPENING
FENCE AND FABRICBURIED IN TRENCH
6"X6" TRENCH,BACKFILLED ANDCOMPACTED
2'
STEEL POST
MAINTENANCEINSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKEANY REQUIRED REPAIRS IMMEDIATELY.
BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF ABAFFLE COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE ITPROMPTLY.
REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL TO PROVIDEADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSUREON THE BAFFLES. TAKE CARE TO AVOID UNDERMINING THE FENCE DURINGCLEANOUT. SEDIMENT DEPTH SHOULD NEVER EXCEED HALF THE DESIGNEDSTORAGE DEPTH.
REMOVE ALL BAFFLE MATERIALS AND UNSTABLE SEDIMENT DEPOSITS ANDBRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTINGDRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
BASINNUMBER DRAINAREA(ACRES)DISTB.AREA(ACRES)PEAKFLOW(CFS)BASIN SURFACEAREA(SF)
1 (Ph. 1&2)
REQUIRED SURFACEAREA(SF)BASIN VOLUME (CF)REQUIRED BASINVOLUME (CF)SPILLWAY LENGTH(FT)SKIMMER ORIFICEDIAMETER (IN.)TOP OF BERMELEV.EMERGENCY SPILLWAYELEV.BOTTOM OF BASINELEV.
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
BAFFLES
SKIMMERDEWATERINGDEVICE EMERGENCYSPILLWAY
18" MIN TOP OF DAM
DITCH AND BURY TARPEDGE (MIN. 12")
WEIR LENGTH10' MIN
TARP PROTECTION
BAFFLES 1' MIN FREEBOARD EMERGENCYSPILLWAYELEVATION
TREATMENTZONE
HDPE OUTLETPIPE
TOP OF BERM
SKIMMER
INLET SHALL BEPROTECTED (AS NEEDED)FROM EROSION WITHRIPRAP, TARP, MATTINGOR EQUIVALENT.
DIVERSIONDITCH
CROSS SECTION
PLAN VIEW
SECTION THRU WEIR
SEDIMENTSTORAGEZONE
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SCREENACCESSIBLETHROUGH DOOR
FLOAT
BARREL PIPE LONGER THAN SHOWN.
ROCK PAD ATSKIMMER BASE(FILL TO TOP OFSEDIMENTSTORAGE)
SKIMMER TRAP WITH STANDARD SKIMMER (NCDENR 6.61)
NOT TO SCALE
1.74 2.18 6.02 2,043 1,956 4,412 3,131 6 1 21.5 20.5 18
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).
CONSTRUCTION SEQUENCE
2.35
SIDE SLOPES DEWATERINGTIME (DAYS)
3:1
ROCK PAD ATSKIMMER BASE
5' MIN. WIDTHEMBANKMENT
OUTLET END: CONNECTIONTO OUTLET PIPE OR RISER
FLEXIBLE JOINT(RADIATOR HOSE)
4' X 8' X 1' THICK RIPRAP ENERGYDISSIPATER
NOT TO SCALE
MAINTENANCEINSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY ANDAFTER EACH SIGNIFICANT (ONE-HALF INCH OR GREATER)RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENTAND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHENSEDIMENT ACCUMULATES TO ONE-HALF THE HEIGHT OF THEFIRST BAFFLE. PULL THE SKIMMER TO ONE SIDE SO THAT THESEDIMENT UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THESEDIMENT FROM THE ENTIRE BASIN, NOT JUST AROUND THESKIMMER OR THE FIRST CELL. MAKE SURE VEGETATIONGROWING IN THE BOTTOM OF THE BASIN DOES NOT HOLD DOWNTHE SKIMMER.
REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE-ANCHOR THEBAFFLES IF WATER IS FLOWING UNDERNEATH OR AROUND THEM.
IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATERIN THE BASIN, USUALLY JERKING ON THE ROPE WILL MAKE THESKIMMER BOB UP AND DOWN AND DISLODGE THE DEBRIS ANDRESTORE FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMEROVER TO THE SIDE OF THE BASIN AND REMOVE THE DEBRIS.ALSO CHECK THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT ISCLOGGED; IF SO REMOVE THE DEBRIS.
IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICECAN BE REMOVED AND THE OBSTRUCTION CLEARED WITH APLUMBER'S SNAKE OR BY FLUSHING WITH WATER. BE SURE ANDREPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER.
CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKEANY REQUIRED REPAIRS WITH FABRIC THAT SPANS THE FULLWIDTH OF THE SPILLWAY. CHECK THE EMBANKMENT,SPILLWAYS, AND OUTLET FOR EROSION DAMAGE, AND INSPECTTHE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALLNECESSARY REPAIRS IMMEDIATELY. REMOVE ALL TRASH ANDOTHER 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 WINTERTO PREVENT THE SKIMMER FROM PLUGGING WITH ICE.
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ALL NOTES APPLY TO ALL DRAWINGS AND ALL TRADES. IT IS THE RESPONSIBILITY OF ALL CONTRACTORS ANDTRADES TO COORDINATE THE INSTALLATION OF THEIR WORK WITH THE INSTALLATION OF WORK BY ALL OTHERCONTRACTORS AND TRADES. THE REQUIREMENTS OF THE DRAWINGS, GENERAL REQUIREMENTS AND ALL ITEMSOF THE CONTRACT DOCUMENTS ARE EQUALLY BINDING ON ALL CONTRACTORS AND TRADES. EACHCONTRACTOR IS REQUIRED TO MAINTAIN FULL SETS OF THE CONTRACT DOCUMENTS FOR HIS EMPLOYEES USEON THE PROJECT TO ASSURE THAT ALL WORK IS PROPERLY COORDINATED AND INSTALLED WITH THE WORK OFOTHER CONTRACTORS AND TRADES.
WHENEVER THERE ARE DISCREPANCIES BETWEEN DRAWINGS, OR BETWEEN THE DRAWINGS ANDSPECIFICATIONS, OR CONFLICTS WITHIN THE SPECIFICATIONS AND/OR DRAWINGS, AND SUCH DISCREPANCY ISNOT CALLED TO THE ARCHITECT'S ATTENTION IN TIME TO PERMIT CLARIFICATION BY ADDENDUM, THECONTRACTOR SHALL BASE HIS BID UPON PROVIDING THE BETTER QUALITY OR GREATER OF WORK OR MATERIALCALLED FOR, SHALL SUBMIT A WRITTEN STATEMENT WITH HIS PROPOSAL NOTING SUCH DISCREPANCIES, ANDSHALL SO FURNISH AND INSTALL SUCH BETTER QUALITY OR GREATER QUANTITY UNLESS OTHERWISE ORDEREDIN WRITING.
GENERAL NOTE
03/29/2024
J GLAS
W ALTMAN
Addendum 025/10/2024
North Carolina License No. C-1652
2ND ROUND TRC6/12/2024VE Revisions8/16/2024 - 4
BAFFLES
TETHER TO BERM W/ ROPE
TOP OF DAM
DITCH AND BURY TARPEDGE (MIN. 12")
WEIR LENGTH10' MIN
TARP PROTECTION
BAFFLES EMERGENCYSPILLWAYELEVATION
HDPE OUTLETPIPE
TOP OF BERM
SKIMMER
CROSS SECTION
SECTION THRU SPILLWAY
SEDIMENTSTORAGEZONE
VENT
SCREENACCESSIBLETHROUGH DOOR
FLOAT
BARREL PIPE LONGER THAN SHOWN.
ROCK PAD ATSKIMMER BASE(FILL TO TOP OFSEDIMENTSTORAGE)
ROCK PAD ATSKIMMER BASE
5' MIN. WIDTHEMBANKMENT
OUTLET END: CONNECTIONTO OUTLET PIPE OR RISER
FLEXIBLE JOINT(RADIATOR HOSE)
PROPOSED STORMSTRUCTURE
IMPERMEABLELINER TO BEINSALLED
CONSTRUCTION SEQUENCEMAINTENANCE NOTES:
INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY ANDAFTER EACH SIGNIFICANT (ONE-HALF INCH OR GREATER)RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENTAND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHENSEDIMENT ACCUMULATES TO ONE-HALF THE HEIGHT OF THEFIRST BAFFLE. PULL THE SKIMMER TO ONE SIDE SO THAT THESEDIMENT UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THESEDIMENT FROM THE ENTIRE BASIN, NOT JUST AROUND THESKIMMER OR THE FIRST CELL. MAKE SURE VEGETATIONGROWING IN THE BOTTOM OF THE BASIN DOES NOT HOLD DOWNTHE SKIMMER.
REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE-ANCHOR THEBAFFLES IF WATER IS FLOWING UNDERNEATH OR AROUND THEM.IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATERIN THE BASIN, USUALLY JERKING ON THE ROPE WILL MAKE THESKIMMER BOB UP AND DOWN AND DISLODGE THE DEBRIS ANDRESTORE FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMEROVER TO THE SIDE OF THE BASIN AND REMOVE THE DEBRIS.ALSO CHECK THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT ISCLOGGED; IF SO REMOVE THE DEBRIS.
IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICECAN BE REMOVED AND THE OBSTRUCTION CLEARED WITH APLUMBER'S SNAKE OR BY FLUSHING WITH WATER. BE SURE ANDREPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER.
CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKEANY REQUIRED REPAIRS WITH FABRIC THAT SPANS THE FULLWIDTH OF THE SPILLWAY. CHECK THE EMBANKMENT,SPILLWAYS, AND OUTLET FOR EROSION DAMAGE, AND INSPECTTHE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALLNECESSARY REPAIRS IMMEDIATELY. REMOVE ALL TRASH ANDOTHER 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 WINTERTO PREVENT THE SKIMMER FROM PLUGGING WITH ICE.
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 ORDISPOSE OF IT PROPERLY. HAUL ALL OBJECTIONABLE MATERIAL TO THE DESIGNATED DISPOSALAREA. 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 EXCEED9 INCHES, AND MACHINE COMPACT IT. OVER FILL THE EMBANKMENT 6 INCHES TO ALLOW FORSETTLEMENT.
3. SHAPE THE BASIN TO THE SPECIFIED DIMENSIONS. PREVENT THE SKIMMING DEVICE FROM SETTLINGINTO THE MUD BY EXCAVATING A SHALLOW PIT UNDER THE SKIMMER OR PROVIDING A LOW SUPPORTUNDER THE SKIMMER OF STONE OR TIMBER.
4. PLACE THE BARREL (TYPICALLY 4-INCH SCHEDULE 40 PVC PIPE) ON A FIRM, SMOOTH FOUNDATION OFIMPERVIOUS SOIL. DO NOT USE PERVIOUS MATERIAL SUCH AS SAND, GRAVEL, OR CRUSHED STONEAS BACKFILL AROUND THE PIPE. PLACE THE FILL MATERIAL AROUND THE PIPE SPILLWAY IN 4-INCHLAYERS AND COMPACT IT UNDER AND AROUND THE PIPE TO AT LEAST THE SAME DENSITY AS THEADJACENT EMBANKMENT. CARE MUST BE TAKEN NOT TO RAISE THE PIPE FROM THE FIRM CONTACTWITH ITS FOUNDATION WHEN COMPACTING UNDER THE PIPE HAUNCHES. PLACE A MINIMUM DEPTHOF 2 FEET OF COMPACTED BACKFILL OVER THE PIPE SPILLWAY BEFORE CROSSING IT WITHCONSTRUCTION EQUIPMENT. IN NO CASE SHOULD THE PIPE CONDUIT BE INSTALLED BY CUTTING ATRENCH 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 THEINLET OF THE BARREL PIPE. ATTACH THE FLEXIBLE JOINT TO THE BARREL PIPE AND POSITION THESKIMMER OVER THE EXCAVATED PIT OR SUPPORT. BE SURE TO ATTACH A ROPE TO THE SKIMMERAND ANCHOR IT TO THE SIDE OF THE BASIN. THIS WILL BE USED TO PULL THE SKIMMER TO THE SIDEFOR MAINTENANCE.
7. EARTHEN SPILLWAYS--INSTALL THE SPILLWAY IN UNDISTURBED SOIL TO THE GREATEST EXTENTPOSSIBLE. THE ACHIEVEMENT OF PLANNED ELEVATIONS, GRADE, DESIGN WIDTH, AND ENTRANCEAND EXIT CHANNEL SLOPES ARE CRITICAL TO THE SUCCESSFUL OPERATION OF THE SPILLWAY. THESPILLWAY SHOULD BE LINED WITH LAMINATED PLASTIC OR IMPERMEABLE GEOTEXTILE FABRIC. THEFABRIC MUST BE WIDE AND LONG ENOUGH TO COVER THE BOTTOM AND SIDES AND EXTEND ONTOTHE TOP OF THE DAM FOR ANCHORING IN A TRENCH. THE EDGES MAY BE SECURED WITH 8-INCHSTAPLES OR PINS. THE FABRIC MUST BE LONG ENOUGH TO EXTEND DOWN THE SLOPE AND EXITONTO 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 INSUFFICIENTFOR 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 WATERCANNOT FLOW UNDER THE FABRIC. SECURE THE UPPER EDGE AND SIDES OF THE FABRIC IN ATRENCH WITH STAPLES OR PINS. (ADAPTED FROM “A MANUAL FOR DESIGNING, INSTALLING ANDMAINTAINING SKIMMER SEDIMENT BASINS.” FEBRUARY, 1999. J. W. FAIRCLOTH & SON.).
8. INLETS--DISCHARGE WATER INTO THE BASIN IN A MANNER TO PREVENT EROSION. USE TEMPORARYSLOPE DRAINS OR DIVERSIONS WITH OUTLET PROTECTION TO DIVERT SEDIMENT- LADEN WATER TOTHE UPPER END OF THE POOL AREA TO IMPROVE BASIN TRAP EFFICIENCY (REFERENCES: RUNOFFCONTROL 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 THEAREA IS CLEARED. STABILIZE THE EMERGENCY SPILLWAY EMBANKMENT AND ALL OTHER DISTURBEDAREAS 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 THESTRUCTURE AND ALL THE UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE ADJOININGAREAS AND STABILIZE PROPERLY (REFERENCES: SURFACE STABILIZATION).
FAIRCLOTH SKIMMED ( ORAPPROVED EQUAL)
SEDIMENT BASIN WITH STANDARD SKIMMERNO SCALE
1' MINFREEBOARD
TETHER TO BERM W/ ROPE
SKIMMERDEWATERINGDEVICE
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BASINNUMBER DRAINAREA(ACRES)DISTB.AREA(ACRES)PEAKFLOW(CFS)BASIN SURFACEAREA(SF)REQUIRED SURFACEAREA(SF)BASIN VOLUME (CF)REQUIRED BASINVOLUME (CF)SPILLWAY LENGTH(FT)SKIMMER ORIFICEDIAMETER (IN.)TOP OF BERMELEV.EMERGENCY SPILLWAYELEV.BOTTOM OF BASINELEV.
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
SIDE SLOPES DEWATERINGTIME (DAYS)
2 (Ph. 3&4) 1.55 2.47 5.37 6,517 1,744 14,419 2,792 20 1 21.5 20.5 18 2.093:1
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ALL NOTES APPLY TO ALL DRAWINGS AND ALL TRADES. IT IS THE RESPONSIBILITY OF ALL CONTRACTORS ANDTRADES TO COORDINATE THE INSTALLATION OF THEIR WORK WITH THE INSTALLATION OF WORK BY ALL OTHERCONTRACTORS AND TRADES. THE REQUIREMENTS OF THE DRAWINGS, GENERAL REQUIREMENTS AND ALL ITEMSOF THE CONTRACT DOCUMENTS ARE EQUALLY BINDING ON ALL CONTRACTORS AND TRADES. EACHCONTRACTOR IS REQUIRED TO MAINTAIN FULL SETS OF THE CONTRACT DOCUMENTS FOR HIS EMPLOYEES USEON THE PROJECT TO ASSURE THAT ALL WORK IS PROPERLY COORDINATED AND INSTALLED WITH THE WORK OFOTHER CONTRACTORS AND TRADES.
WHENEVER THERE ARE DISCREPANCIES BETWEEN DRAWINGS, OR BETWEEN THE DRAWINGS ANDSPECIFICATIONS, OR CONFLICTS WITHIN THE SPECIFICATIONS AND/OR DRAWINGS, AND SUCH DISCREPANCY ISNOT CALLED TO THE ARCHITECT'S ATTENTION IN TIME TO PERMIT CLARIFICATION BY ADDENDUM, THECONTRACTOR SHALL BASE HIS BID UPON PROVIDING THE BETTER QUALITY OR GREATER OF WORK OR MATERIALCALLED FOR, SHALL SUBMIT A WRITTEN STATEMENT WITH HIS PROPOSAL NOTING SUCH DISCREPANCIES, ANDSHALL SO FURNISH AND INSTALL SUCH BETTER QUALITY OR GREATER QUANTITY UNLESS OTHERWISE ORDEREDIN WRITING.
GENERAL NOTE
03/29/2024
J GLAS
W ALTMAN
Addendum 025/10/2024
North Carolina License No. C-1652
2ND ROUND TRC6/12/2024VE Revisions8/16/2024 - 4
C5.6
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Sheet No.
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Drawn by:
Checked by:
Revisions:
ALL NOTES APPLY TO ALL DRAWINGS AND ALL TRADES. IT IS THE RESPONSIBILITY OF ALL CONTRACTORS ANDTRADES TO COORDINATE THE INSTALLATION OF THEIR WORK WITH THE INSTALLATION OF WORK BY ALL OTHERCONTRACTORS AND TRADES. THE REQUIREMENTS OF THE DRAWINGS, GENERAL REQUIREMENTS AND ALL ITEMSOF THE CONTRACT DOCUMENTS ARE EQUALLY BINDING ON ALL CONTRACTORS AND TRADES. EACHCONTRACTOR IS REQUIRED TO MAINTAIN FULL SETS OF THE CONTRACT DOCUMENTS FOR HIS EMPLOYEES USEON THE PROJECT TO ASSURE THAT ALL WORK IS PROPERLY COORDINATED AND INSTALLED WITH THE WORK OFOTHER CONTRACTORS AND TRADES.
WHENEVER THERE ARE DISCREPANCIES BETWEEN DRAWINGS, OR BETWEEN THE DRAWINGS ANDSPECIFICATIONS, OR CONFLICTS WITHIN THE SPECIFICATIONS AND/OR DRAWINGS, AND SUCH DISCREPANCY ISNOT CALLED TO THE ARCHITECT'S ATTENTION IN TIME TO PERMIT CLARIFICATION BY ADDENDUM, THECONTRACTOR SHALL BASE HIS BID UPON PROVIDING THE BETTER QUALITY OR GREATER OF WORK OR MATERIALCALLED FOR, SHALL SUBMIT A WRITTEN STATEMENT WITH HIS PROPOSAL NOTING SUCH DISCREPANCIES, ANDSHALL SO FURNISH AND INSTALL SUCH BETTER QUALITY OR GREATER QUANTITY UNLESS OTHERWISE ORDEREDIN WRITING.
GENERAL NOTE
03/29/2024
J GLAS
W ALTMAN
Addendum 025/10/2024
North Carolina License No. C-1652
2ND ROUND TRC6/12/2024VE Revisions8/16/2024 - 4
C6.0
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Date:
Sheet No.
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Drawn by:
Checked by:
Revisions:
ALL NOTES APPLY TO ALL DRAWINGS AND ALL TRADES. IT IS THE RESPONSIBILITY OF ALL CONTRACTORS ANDTRADES TO COORDINATE THE INSTALLATION OF THEIR WORK WITH THE INSTALLATION OF WORK BY ALL OTHERCONTRACTORS AND TRADES. THE REQUIREMENTS OF THE DRAWINGS, GENERAL REQUIREMENTS AND ALL ITEMSOF THE CONTRACT DOCUMENTS ARE EQUALLY BINDING ON ALL CONTRACTORS AND TRADES. EACHCONTRACTOR IS REQUIRED TO MAINTAIN FULL SETS OF THE CONTRACT DOCUMENTS FOR HIS EMPLOYEES USEON THE PROJECT TO ASSURE THAT ALL WORK IS PROPERLY COORDINATED AND INSTALLED WITH THE WORK OFOTHER CONTRACTORS AND TRADES.
WHENEVER THERE ARE DISCREPANCIES BETWEEN DRAWINGS, OR BETWEEN THE DRAWINGS ANDSPECIFICATIONS, OR CONFLICTS WITHIN THE SPECIFICATIONS AND/OR DRAWINGS, AND SUCH DISCREPANCY ISNOT CALLED TO THE ARCHITECT'S ATTENTION IN TIME TO PERMIT CLARIFICATION BY ADDENDUM, THECONTRACTOR SHALL BASE HIS BID UPON PROVIDING THE BETTER QUALITY OR GREATER OF WORK OR MATERIALCALLED FOR, SHALL SUBMIT A WRITTEN STATEMENT WITH HIS PROPOSAL NOTING SUCH DISCREPANCIES, ANDSHALL SO FURNISH AND INSTALL SUCH BETTER QUALITY OR GREATER QUANTITY UNLESS OTHERWISE ORDEREDIN WRITING.
GENERAL NOTE
03/29/2024
J GLAS
W ALTMAN
Addendum 025/10/2024
North Carolina License No. C-1652
2ND ROUND TRC6/12/2024VE Revisions8/16/2024 - 4
C6.1
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Date:
Sheet No.
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Drawn by:
Checked by:
Revisions:
ALL NOTES APPLY TO ALL DRAWINGS AND ALL TRADES. IT IS THE RESPONSIBILITY OF ALL CONTRACTORS ANDTRADES TO COORDINATE THE INSTALLATION OF THEIR WORK WITH THE INSTALLATION OF WORK BY ALL OTHERCONTRACTORS AND TRADES. THE REQUIREMENTS OF THE DRAWINGS, GENERAL REQUIREMENTS AND ALL ITEMSOF THE CONTRACT DOCUMENTS ARE EQUALLY BINDING ON ALL CONTRACTORS AND TRADES. EACHCONTRACTOR IS REQUIRED TO MAINTAIN FULL SETS OF THE CONTRACT DOCUMENTS FOR HIS EMPLOYEES USEON THE PROJECT TO ASSURE THAT ALL WORK IS PROPERLY COORDINATED AND INSTALLED WITH THE WORK OFOTHER CONTRACTORS AND TRADES.
WHENEVER THERE ARE DISCREPANCIES BETWEEN DRAWINGS, OR BETWEEN THE DRAWINGS ANDSPECIFICATIONS, OR CONFLICTS WITHIN THE SPECIFICATIONS AND/OR DRAWINGS, AND SUCH DISCREPANCY ISNOT CALLED TO THE ARCHITECT'S ATTENTION IN TIME TO PERMIT CLARIFICATION BY ADDENDUM, THECONTRACTOR SHALL BASE HIS BID UPON PROVIDING THE BETTER QUALITY OR GREATER OF WORK OR MATERIALCALLED FOR, SHALL SUBMIT A WRITTEN STATEMENT WITH HIS PROPOSAL NOTING SUCH DISCREPANCIES, ANDSHALL SO FURNISH AND INSTALL SUCH BETTER QUALITY OR GREATER QUANTITY UNLESS OTHERWISE ORDEREDIN WRITING.
GENERAL NOTE
03/29/2024
J GLAS
W ALTMAN
Addendum 025/10/2024
North Carolina License No. C-1652
2ND ROUND TRC6/12/2024VE Revisions8/16/2024 - 4
21
20
20 18
18
19
19 2122
232323
1515
20
16
16
17
1718
18
19
19 21
20
17
17
18
18
19
19
20
20
19
19
21
20
20
18
18
191919
19
21
22 22
202020
2020
20
20
191921
22
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22
21 21
21
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22
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23
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21
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1
2
3
5
4
8
6
9
12
14
13
16
15
17 19
18
10
11
7
25
24
23 22
26
30
2928
27
95
94
93
31
32
37
36
33 34
35
40
39
4342
41
45
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4849
50
5253
54 51
56
55
65
64
63
57
59
6061
62
70
6968
67
6671
7273
80
81
82
79
78 7576
92
88 87
21
20
38
91
89
74
778485
86
83
1A
PID: R01708-003-002-000SCHROEDER ALLAN F BARBARABK 5638 PG 2007ZONE: B-1
T
PID: R01708-003-003-000ELDERDICE MILDRED FAMILY TRUSTBK 9911 PG 2619ZONE:B-1
S59°24'55"E 315.17'
S30
°
3
5
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°
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N59°21'22"W 364.25'
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UFO
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UFO
UFO
UFO
UFO
UFO
UFO
UFO
UFO
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N26
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xx x
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x x x x x x x
x xxxx x
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x
x
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100108
109
119 112
106
117105
104
115
116
110
101
103
11
8
123
122121
113
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114
120
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90
1771811919
2020
1711171
1717
18181919
200
2020
1919
1919
2121
2020
1818
1818
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29292828
2727
9595
9494
9393
3131
3737
3636
3333 3434
3535
4040
3939
43434242
4141
4545
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4646
4747
48484949
5050
52525353
5454 5151
5656
5555
6565
6464
6363
5757
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7070
69696868
6767
66667171
72727373
8080
8181
8282
7979
7878 75757676
9292
9191 7474
777784848585
8686
8383
N40
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PO
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UFO
UFO
UFO
UFO
UFO
UFO
UFOUFUU
UFO
UFO
UFO
UFO
UFO
UFO
xxxxxxxx xxxxxx xxx xx xxxxx
xxxxxx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx
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1001088
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1177105115
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9090
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2020
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2222
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2121 2121
2121
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2323
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11
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33
55
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88
66
99
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1414
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1515
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1010
1111
77
2525
2424
2323 2222
2626
3030 3232
377
2121
2020
3838
1A1A
S59°24'55"E 315.17'
UUUU22222222
UFO
UFO
UFO
UFO
UFO
UFOUFO
UFO
N26
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x
CLEAR AND GRUB ALL TREE AREASWITHIN LIMITS OF WORK (TYP)
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LODLODLODLODLODLODLODLODLODLO
D
LO
D
LO
D
LO
D
LO
D
LOD
LO
D
LO
D
LOD
LOD LOD LOD LOD LOD LOD LOD
TREES OUTSIDE OF DEMOHATCH TO REMAIN (TYP.)
N36°
1
1
'
1
9
"
W
2
0
8
.
7
0
'
LOD
L1.1
TR
E
E
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N
V
E
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T
O
R
Y
Project No.56400
Date:
Sheet No.
CA
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Drawn by:
Checked by:
Revisions:
ALL NOTES APPLY TO ALL DRAWINGS AND ALL TRADES. IT IS THE RESPONSIBILITY OF ALL CONTRACTORS ANDTRADES TO COORDINATE THE INSTALLATION OF THEIR WORK WITH THE INSTALLATION OF WORK BY ALL OTHERCONTRACTORS AND TRADES. THE REQUIREMENTS OF THE DRAWINGS, GENERAL REQUIREMENTS AND ALL ITEMSOF THE CONTRACT DOCUMENTS ARE EQUALLY BINDING ON ALL CONTRACTORS AND TRADES. EACHCONTRACTOR IS REQUIRED TO MAINTAIN FULL SETS OF THE CONTRACT DOCUMENTS FOR HIS EMPLOYEES USEON THE PROJECT TO ASSURE THAT ALL WORK IS PROPERLY COORDINATED AND INSTALLED WITH THE WORK OFOTHER CONTRACTORS AND TRADES.
WHENEVER THERE ARE DISCREPANCIES BETWEEN DRAWINGS, OR BETWEEN THE DRAWINGS ANDSPECIFICATIONS, OR CONFLICTS WITHIN THE SPECIFICATIONS AND/OR DRAWINGS, AND SUCH DISCREPANCY ISNOT CALLED TO THE ARCHITECT'S ATTENTION IN TIME TO PERMIT CLARIFICATION BY ADDENDUM, THECONTRACTOR SHALL BASE HIS BID UPON PROVIDING THE BETTER QUALITY OR GREATER OF WORK OR MATERIALCALLED FOR, SHALL SUBMIT A WRITTEN STATEMENT WITH HIS PROPOSAL NOTING SUCH DISCREPANCIES, ANDSHALL SO FURNISH AND INSTALL SUCH BETTER QUALITY OR GREATER QUANTITY UNLESS OTHERWISE ORDEREDIN WRITING.
GENERAL NOTE
03/29/2024
J GLAS
W ALTMAN
Addendum 025/10/2024
North Carolina License No. C-1652
2ND ROUND TRC6/12/2024VE Revisions8/16/2024 - 4
S DAVIS
LEGEND
TREE TO BE REMOVED
TREE DEMO AREA
LIMITS OF WORK
X
PROPOSED TREELINE
NA
D
8
3
0
SCALE 1"=20'
40'20'
PLOT AREA* = 1" / 97.66 SFUNDISTURBED SITE AREA = 2,525 SF2,525 / 97.66 = 25.85" OF TREE SAVE CALIPER INCHES
(NATIVE TREES TO BE RETAINED, UNREGULATED 2" MIN.)
*PLOT CIRCLE DATA:
PO
S
S
I
B
L
E
N
E
W
R
/
W
R/W
B
Y
D
E
E
D
UFO
UFO
UFO
UFO
UFO
UFO
UFO
UFO
UFO
UFO
UFO
UFO
UFO
UFO
UFO
UFO
UFO
UFO
UFO
UFO
UFO
UFO
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD LOD LOD LOD LOD LOD LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LODLOD
LOD
LOD
LODLODLOD
LODLOD
LO
D
PROPOSED BUILDING11,357 SF
15' x 500' SIGHTDISTANCE TRIANGLE
15' x 555' SIGHTDISTANCETRIANGLE
W
W
G
G G
G
G
G
G
G
GAS METER, REFERTO PLUMBING PLANS
GAS LINE SIZE AND LOCATION TO BEDETERMINED BY GAS AUTHORITY,CONTRACTOR TO COORDINATE
DRY DETENTION
FFE: 24.25'
23
23
24
19
18
2222
18
20
20
19 19
2122
20
18
18
19
2122
23
D
17.09'
21.3'
21.5
21.5 21.5
20
20
18
18
19
19
21
21
22
23
24
24
21
22
23
23
21
22
23
2223
24
22
23
24
10' TOP OF DAM
22
23
24
20
20
18 18
19
19
21
2119
20
21
22
23
19
19
23 24
FES 6FES 5
2222
EXISTING VEGETATION TO BEINCORPORATED INTO BUFFER PLANTING
NO BUFFER REQUIRED
(4) NS
(5) FG
(5) PV3
(8) IO
(10) JV
(8) CV
(7) CC
(35) MC
(30) PM
(7) IG
(8) IG(8) FG
(3) QP
(3) CK
(5) QP (4) CK
(4) HQ
(4) HQ
(5) CAH
(4) HQ
(5) CA
(4) HQ
(7) CAH
(1) NS
(1) NS
(1) NS
(1) NS
(1) NS
(5) CA
(4) HQ (2) QT
(2) IO
(3) CV
(6) QP
(4) VT (5) RF (4) VT (4) RF (4) RF(4) VT
CODE QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT
TREESCC 7 CERCIS CANADENSIS 'FOREST PANSY'FOREST PANSY EASTERN REDBUD 6` HT. MIN.B&B OR CONTAINERCV 11 CHIONANTHUS VIRGINICUS WHITE FRINGETREE 6` HT.B&B OR CONTAINERCK 7 CORNUS KOUSA KOUSA DOGWOOD 2.5" CAL.B&B OR CONTAINERNS 9 NYSSA SYLVATICA 'WILDFIRE'WILDFIRE TUPELO 2" CAL., 6` HT. MIN.B&B OR CONTAINERQP 13 QUERCUS PHELLOS WILLOW OAK 2" CAL., 6` HT. MIN.B&B OR CONTAINERQT 5 QUERCUS TEXANA NUTTALL OAK 2" CAL., 6` HT. MIN.B&B OR CONTAINER
EVERGREEN TREESIO10ILEX OPACA AMERICAN HOLLY 2" CAL., 6` HT. MIN.B&B OR CONTAINERJV 10 JUNIPERUS VIRGINIANA EASTERN REDCEDAR 6` HT. MIN.B&B OR CONTAINERPV3 5 PINUS VIRGINIANA VIRGINIA PINE 2" CAL., 6` HT. MIN.B&B OR CONTAINER
DECIDUOUS SHRUBSCA 10 CEANOTHUS AMERICANUS NEW JERSEY TEA 24" HT./SPRD.CONTAINERCAH 12 CLETHRA ALNIFOLIA 'HUMMINGBIRD'HUMMINGBIRD SUMMERSWEET 24" HT.CONTAINERFG 13 FOTHERGILLA GARDENII DWARF FOTHERGILLA 24" HT./SPRD.CONTAINERHQ 20 HYDRANGEA QUERCIFOLIA OAKLEAF HYDRANGEA 24" HT./SPRD.CONTAINER
EVERGREEN SHRUBSIG15ILEX GLABRA 'COMPACTA'COMPACT INKBERRY 24" HT./SPRD.CONTAINERMC35MYRICA CERIFERA WAX MYRTLE 60" HT.CONTAINERPM48PODOCARPUS MACROPHYLLUS YEW PODOCARPUS 60" HT.B&B OR CONTAINERRF13RHODODENDRON INDICUM `FORMOSA`FORMOSA INDICA AZALEA 36" HT.CONTAINERVT12VIBURNUM TINUS LAURUSTINUS 36" HT.CONTAINER
PLANT SCHEDULE
L2.0
PL
A
N
T
I
N
G
P
L
A
N
N
A
D
8
3
0
SCALE 1"=20'
40'20'
Project No.56400
Date:
Sheet No.
CA
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Drawn by:
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ALL NOTES APPLY TO ALL DRAWINGS AND ALL TRADES. IT IS THE RESPONSIBILITY OF ALL CONTRACTORS ANDTRADES TO COORDINATE THE INSTALLATION OF THEIR WORK WITH THE INSTALLATION OF WORK BY ALL OTHERCONTRACTORS AND TRADES. THE REQUIREMENTS OF THE DRAWINGS, GENERAL REQUIREMENTS AND ALL ITEMSOF THE CONTRACT DOCUMENTS ARE EQUALLY BINDING ON ALL CONTRACTORS AND TRADES. EACHCONTRACTOR IS REQUIRED TO MAINTAIN FULL SETS OF THE CONTRACT DOCUMENTS FOR HIS EMPLOYEES USEON THE PROJECT TO ASSURE THAT ALL WORK IS PROPERLY COORDINATED AND INSTALLED WITH THE WORK OFOTHER CONTRACTORS AND TRADES.
WHENEVER THERE ARE DISCREPANCIES BETWEEN DRAWINGS, OR BETWEEN THE DRAWINGS ANDSPECIFICATIONS, OR CONFLICTS WITHIN THE SPECIFICATIONS AND/OR DRAWINGS, AND SUCH DISCREPANCY ISNOT CALLED TO THE ARCHITECT'S ATTENTION IN TIME TO PERMIT CLARIFICATION BY ADDENDUM, THECONTRACTOR SHALL BASE HIS BID UPON PROVIDING THE BETTER QUALITY OR GREATER OF WORK OR MATERIALCALLED FOR, SHALL SUBMIT A WRITTEN STATEMENT WITH HIS PROPOSAL NOTING SUCH DISCREPANCIES, ANDSHALL SO FURNISH AND INSTALL SUCH BETTER QUALITY OR GREATER QUANTITY UNLESS OTHERWISE ORDEREDIN WRITING.
GENERAL NOTE
03/29/2024
J GLAS
W ALTMAN
Addendum 025/10/2024
North Carolina License No. C-1652
2ND ROUND TRC6/12/2024VE Revisions8/16/2024 - 4
LANDSCAPE CALCULATIONS
TRANSITIONAL BUFFERSEC. 5.4.3
x INSTALLED ALONG STREETS SANS AREAS USED FOR DRIVEWAYS, INGRESS, AND EGRESS.x WIDTH OF BUFFER IN PARTICULAR LOCATIONS MAY BE REDUCED BY UP TO 50 PERCENT AS LONG AS TOTALAREA OF LANDSCAPE BUFFER PROVIDED IS THE SAME AS IF THE WIDTH WERE NOT REDUCED
TYPE A OPAQUE BUFFER REQUIREMENTS :
OPTION 1: VEGETATION ONLYxMIN. DEPTH: 20 FEETxMINIMUM OF THREE ROWS OF PLANTED MATERIALxPLANTED MATERIALS SHALL BE A MINIMUM OF SIX FEET IN HEIGHT AND PROVIDE APPROXIMATELY FULLOPACITY WITHIN ONE YEAR OF PLANTING
STREET YARDSEC. 5.4.6
x STREET YARD LANDSCAPING SHALL BE REQUIRED ALONG ALL STREET FRONTAGESxONLY THE PRIMARY STREET FRONTAGE SHALL BE REQUIRED TO CONTAIN THE FULL AMOUNT; SECONDARYSTREET FRONTAGES ARE REQUIRED TO CONTAIN 50 PERCENT OF STREET YARD AREAxAREAS OF DRIVEWAYS, WALKWAYS, AND PEDESTRIAN FACILITIES ARE NOT INCLUDED IN LINEAR STREETFRONTAGExMIN WIDTH : 9 FEETxMAX WIDTH : 27 FEET
REQUIREMENTS :18 SQUARE FEET FOR EVERY LINEAR FOOT OF STREET YARD FRONTAGE
CANOPY TREES PER 600 SF: 1 OR 3 UNDERSTORY TREES IF UNDER POWER LINESSHRUBS REQUIRED PER 600 SF: 6
CASTLE HAYNE RD FRONTAGE (290 LF) - DRIVEWAYS (60 LF) = 230 LFREQUIRED: PROVIDED: 7 CANOPY TREES 7 CANOPY TREES 42 SHRUBS 42 SHRUBS
PARMELE RD FRONTAGE (315 LF) - DRIVEWAYS (40 LF) = 275 LF SECONDARY ROAD= 275 LF / 2 = 138 LFREQUIRED: PROVIDED: 4 CANOPY TREES 4 CANOPY TREES 25 SHRUBS 25 SHRUBS
PARKING LOT - SCREENINGSEC. 5.4.5
x A LANDSCAPED STRIP SHALL BE REQUIRED ALONG ANY SIDE OF A PARKING LOT ABUTTING LAND IN ARESIDENTIAL ZONING DISTRICTxTHE PERIMETER LANDSCAPING STRIP SHALL BE A MINIMUM OF TEN FEET IN WIDTHxMINIMUM OF ONE TREE FOR EVERY 20 LINEAR FEET OF PLANTING STRIPxPERIMETER LANDSCAPE STRIP MAY BE USED AS PART OF A TRANSITIONAL BUFFER
PARKING LOT - INTERIOR AREA LANDSCAPING
x LANDSCAPED AREA IN THE INTERIOR OF PARKING LOTS SHALL BE EQUAL TO 8 PERCENT OF TOTAL AREATO BE USED FOR VEHICULAR USExLANDSCAPE ISLANDS SHALL BE A MINIMUM OF 12 FEET BACK OF CURB TO BACK OF CURBxINTERIOR LANDSCAPED AREAS SHALL BE EQUAL TO 8 PERCENT OF TOTAL VEHICULAR USE AREAxONE TREE SHALL BE REQUIRED PER EVERY 144 SQUARE FEET, WITH A MINIMUM OF ONE TREE PER ISLAND
VEHICULAR AREA USE = 20,836 20,836 X .08 = 1,666.88 SF INTERIOR LANDSCAPED AREA1,666.88 / 144 = 11 TREES REQUIRED
FOUNDATION PLANTINGSSEC. 5.4.7
x FOUNDATION PLANTING AREA SHALL BE MINIMUM OF 12 PERCENT OF THE BUILDING FACE ADJACENT TOTHE PARKING AREA OR INTERNAL DRIVE
NORTHERN FACE = 814 SF EASTERN FACE = 2,062 SF TOTAL = 2,876
2,876 X 0.12 = 345 SF FOUNDATION PLANTING AREA REQUIRED406 SF PROVIDED
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0.3
1.3
1.5
1.5
2.1
2.4
2.3
2.2
2.3
2.0
1.3
1.0
1.0
0.6
0.5
0.5
0.6
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1.1
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1.7
1.6
1.5
1.9
1.4
1.1
0.6
0.6
0.7
0.8
0.9
1.0
1.2
1.4
1.6
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1.4
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1.8
1.6
1.5
1.5
1.5
2.4
2.2
1.5
1.4
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0.6
0.7
0.8
0.9
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1.4
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1.6
1.4
1.6
1.8
2.0
1.7
1.5
1.5
1.7
1.9
1.3
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0.8
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2.0
2.1
1.6
1.3
1.4
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1.2
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NOTE: THE FOOTCANDLE READINGS BELOW ARE MAINTAINED AND HAVEBEEN DEPRECIATED FOR LED LUMEN DEPRECIATION AND LUMINAIRE DIRT DEPRECIATION. FOR INITIAL FOOTCANDLES,
LUMENS - 16176LIGHT SOURCE: LED'S, 3000K, 70 CRIMOUNTING HEIGHT: 25 FTFIXTURE: LED150W SHOEBOX
ISOFOOTCANDLE CURVES
DIVIDE THE READINGS BELOW BY .85.
-160
-120
-80
-40
40
40-120 -80 -40 0 16080 120
0
80
120
ASSY# LFIX-SBX-LED-150-BLK-IV-3000K-___-PPOLE ASSY# LPOLE-AB-STL-25FT-BLK-SQ-___-P (BLACK)
LEGEND (OUTER to INNER): 0.10, 0.25, 0.50, 1.00, 1.25
BRACKET ASSY# LBKT-SIDE-12IN-BLK-UNV-STL-___-P (BLACK)
PATTERN: TYPE IV B2-U0-G3 (zero light at or above 90 degrees)
25'
PROPRIETARY & CONFIDENTIAL
LIGHTING DESIGN TOLERANCE
Statistics
Description Symbol Avg Max Min Max/Min Avg/Min
Parking 1.1 fc 2.4 fc 0.3 fc 8.0:1 3.7:1
Schedule
Symbol Label Quantity Description Number Lamps Lumens Per Lamp Light Loss Factor
A 3 LED 150w Shoebox - Type IV - 3000K 48 337 0.85
Statistics
Description Symbol Avg Max Min Max/Min Avg/Min
Parking 1.1 fc 2.4 fc 0.3 fc 8.0:1 3.7:1
Schedule
Symbol Label Quantity Description Number Lamps Lumens Per Lamp Light Loss Factor
A 3 LED 150w Shoebox - Type IV - 3000K 48 337 0.85