SW4210701_Plansheet - Cover Sheet_20211229

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OWNER -DEVELOPER
SAMUEL G. HOOKER
P.O.BOX 21029, WINSTON-SALEM, NC 27120
EMAIL: [e-mail]
PHONE [phone]
GENERAL NOTES201.
Map data @2020 Google LLC, used with permission. Google and the Google logo are registered trademarks of Google LLC.
SHEET INDEX
STORMWATER COVER SHEET
EXISTING CONDITIONS
SITE PLAN
STORMWATER OVERALL
STORMWATER PH 2.1
STORMWATER PH 2.2
STORMWATER PH 2.3
STORMWATER PH 2.4
STORMWATER PH 2.5
STORMWATER PH 2.6
STORMWATER BASIN DELINEATION
POND PLANTING DETAIL
POND PLANTING DETAIL
POND PLANTING DETAIL
POND PLANTING DETAIL
POND PLANTING DETAIL
POND / SCM MAINTENANCE & ACCESS EASEMENT PLAN
STORMWATER POND DETAILS
STORMWATER POND DESIGN DATA
TOTAL OF 19 SHEETS
GUPTON RDG NOTES
1. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO START OF
4.
ALL DRAINAGE STRUCTURES MUST MEET NCDOT STANDARDS. SOLID WALL, PRECAST
1.
HYDRANTS, WATER METERS, AND SEWER CLEANOUTS SHALL BE INSTALLED AT/ON
15.
WHEELCHAIR RAMPS ARE REQUIRED FOR STANDARD CURB AND GUTTER INTERSECTIONS
CONSTRUCTION.
CONCRETE STRUCTURES CONFORMING TO NCDOT 840.45 ARE ACCEPTABLE (NO WAFFLE
RIGHT-OF-WAY LINE BEHIND SIDEWALK (MEASURED TO CENTER OF OBJECT). NO HYDRANT,
AND AT LOCATIONS SHOWN ON THE CONSTRUCTION DRAWINGS. EACH RAMP SHALL HAVE A
WALLS). ALL PIPE OPENINGS IN PRECAST STRUCTURES MUST BE CAST OR CORED. CATCH
METER, OR CLEANOUTS PERMITTED IN SIDEWALK OR DRIVEWAYS.
24"X48" AREA OF DETECTABLE WARNING DOMES. THIS AREA SHALL BE A ONE PIECE PANEL
2. ALL EROSION CONTROL DEVICES SHALL BE CONSTRUCTED AND MAINTAINED IN
BASINS FOR CURB AND GUTTER MUST CONFORM TO NCDOT 840.01 OR 840.02 AND NCDOT
(NO CONCRETE BLOCKS OR STAMPED CONCRETE). CAST -IN -PLACE COMPOSITE PANELS
SHALL BE ADA SOLUTIONS, ARMOR -TILE, OR APPROVED EQUAL. COLOR SHALL BE BLACK.
ACCORDANCE WITH THE MOST CURRENT STANDARDS OF THE LAND QUALITY SECTION OF
840.03. NCDOT APPROVED PRECAST CONCRETE MANHOLES ARE ACCEPTED AS SUBSITUTES
2.
SEWER CONNECTION TAIL PIECES SHALL EXTEND TO BACK OF 5' UTILITY EASEMENT. ALL
PAINTING OF THE PRODUCTS WILL NOT BE ALLOWED. SEE NCDOT STANDARD DRAWINGS 848
THE NCDENR.
FOR CATCH BASINS.
SEWER LATERALS TO BE SCHEDULE 40 PVC AND A MIN. SLOPE OF 2.0% FROM SANITARY
FOR RAMP CONSTRUCTION DETAILS.
3. STABILIZATION STONE UNDER PIPING TO BE PLACED AS REQUIRED BY CITY INSPECTOR
5.
FRAMES, GRATES AND HOODS SHALL BE MANUFACTURED AND INSTALLED PER CITY OF
SEWER MAIN TO CLEANOUT.
16.
GUARDRAIL TO BE INSTALLED (PER DETAIL D-18 SHT. 9.02) AS REQUIRED BY CITY INSPECTOR
WHEN CONDITIONS WARRANT.
KING SPECS AND STANDARDS. KING SD-4 & SD-5.
3.
ALL STATIONS, DIMENSIONING, AND STRUCTURE LABELS ARE BASED ON THE STREET
AND AT LOCATIONS SHOWN ON THE CONSTRUCTION DRAWINGS. REFLECTIVE END OF ROAD
4. AS A MINIMUM REQUIREMENT, ALL GRADED AREAS NOT UNDER PAVEMENT AND WITHIN THE
THE NAME OF THE MANUFACTURER MUST BE PERMANENTLY CAST ON THE FRAME AND ON
CENTERLINE AND THE STRUCTURE/OBJECT CENTERLINE. TOP OF CURB (TOC) ELEVATIONS
FOR ALL CATCH BASINS IN ROAD ARE IN REFERENCE TO TOP OF STANDARD CURB. CATCH
MARKERS SHALL BE INSTALLED (PER NCDOT 1264) BEHIND GUARDRAIL AT TURNAROUNDS
AND DEAD END STREETS.
RIGHT-OF-WAY AND/OR EASEMENTS SHALL BE PREPARED, FERTILIZED AND LIMED, SEEDED,
THE GRATE.
BASINS INSTALLED IN VALLEY CURB WILL REQUIRE THE CONTRACTOR TO MAKE THE
AND MULCHED IMMEDIATELY UPON COMPLETION OF CONSTRUCTION AS FOLLOWS
NECESSARY ADJUSTMENTS. YARD INLETS AND THROAT INLETS TOP ARE AT THE RIM OF THE
17.
ALL EXPANSION JOINTS FOR CONCRETE TO BE SEALED WITH SILICONE OR POLYURETHANE
(APPLICATION RATE PER 1,000 SQUARE FEET):
6.
DOUBLE CATCH BASINS SHALL BE TWO SEPARATE BASINS WITH RCP BETWEEN THE
INLET. TOP OF THROAT INLET'S CONCRETE BOX STRUCTURE IS NOT INCLUDED IN THE
PER NCDOT SPECIFICATIONS. HOT APPLIED JOINT SEALER SHALL NOT BE USED. COLOR
BASINS. THE RCP SHALL BE GREATER THAN OR EQUAL TO THE SIZE OF THE OUTLET PIPE.
ELEVATIONS SHOWN ON THE PROFILE SHEETS. SANITARY SEWER MANHOLE ELEVATIONS ARE
MUST BE GRAY OR A COLOR THAT MATCHES THE CONCRETE (NOT BLACK).
TYPE 1 SEEDING (LAWNS OR OTHER FOCAL AREAS)
7,
IF A DRIVEWAY LOCATION CONFLICTS WITH A CATCH BASIN, THE FOLLOWING FRAME AND
TO TOP RIM AND CENTERLINE OF STRUCTURE. INVERT ELEVATIONS ARE TO CENTERLINE
100 LBS. OF LIME
GRATE SHALL BE USED:
OF MANHOLE
LE UNLESS NOTED OTHERWISE.
18.
SIDEWALKS SHALL BE INSTALLED IN THE THICKNESSES AS FOLLOWS:
20 LBS. OF 10-20-20 OR 20 LBS. OF 10-10-10 IN COMBINATION 1/3 LBS. OF 0-46-0
4.
CONTRACTOR SHALL CONTACT PIEDMONT NATURAL GAS PRIOR TO ANY SITE DISTURBANCE.
4 LBS. OF TALL FESCUE, CONTAINING A BLEND OF 2 OR MORE TALL FESCUES
EAST JORDAN IRON WORKS, INC. - CATALOG NUMBER V-4510
a.
RESIDENTIAL; 4" THICK
6" THICK FROM PT INTERSECTIONS INCLUDING NCR.
1 LB. OF SERICEA LESPEDEZA (USE UNSCARIFIED SEED AUGUST 15 TO FEBRUARY 1)
5.
DUE TO ADJUSTABILITY REQUIRED FOR STORM STRUCTURES, ALL CATCH BASINS AND YARD
6" THICK ACROSSS ALL L DRIVEWAYS
,/4 LB. OF GERMAN MILLET (MAY TO AUGUST 15)
8.
ALL SUBGRADE UNDER PAVED AREAS, CURB AND GUTTER, SIDEWALK, AND ROADWAY
INLETS TO BE BUILT PER NCDOT BRICK SPECIFICATIONS. STORM MH's TO BE APPROVED
1 LB. OF RYE GRAIN (PRIOR TO MAY 1 OR AFTER AUGUST 15)
o
SHOULDERS SHALL BE COMPACTED TO AT LEAST 95 /o OF THE MAXIMUM DRY DENSITY AS
PRE -CAST CONSTRUCTION. PRE-FAB. CONCRETE STRUCTURES MAY BE USED BUT MUST
b.
COMMERCIAL; 6" THICK
DETERMINED BY AASHTO T99 AND THE NCDOT. THE FINAL 12" OF SUBGRADE UNDER PAVED
ALLOW FOR FINAL TOP ADJUSTMENTS AS MAY BE REQUIRED TO MEET FINISH GRADES. THE
SEEDING MIXTURES OTHER THAN THOSE LISTED ABOVE MUST BE APPROVED BY THE CITY
AREAS AND UNDER CURB AND GUTTER SHALL BE COMPACTED TO 100 /o. DENSITY TESTS BY
CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ADJUSTING CONCRETE STRUCTURES TO
C.
INDUSTRIAL; 6" THICK
INSPECTOR PRIOR TO SEEDING.
AN INDEPENDENT TESTING LAB ARE TO BE MADE AS DIRECTED BY THE CITY INSPECTOR AT
FINAL GRADES THAT MAY BE REQUIRED BY UNAVOIDABLE CONDITIONS OR BY GOVERNMENT
8" THICK ACROSS ALL DRIVEWAYS
THE OWNER'S EXPENSE. THE SUBGRADE SHALL BE PROOF ROLLED (MIN. 25 TONS) AND
OFFICIALS REQUEST REGARDLESS OF THE SITE OR GRADING PLAN. PIPEWORK IS TO HAVE A
5. PRIOR TO REQUESTING A FINAL INSPECTION, THE OWNER MUST SUBMIT RECORD DRAWINGS
WITNESSED BY THE INSPECTOR PRIOR TO PLACEMENT OF STONE OR ASPHALT BASE. THE
MINIMUM OF FOUR FOOT (4') COVER.
19.
ALL CONCRETE SHALL BE A MINIMUM OF CLASS A (3,000 psi). CLASS B (2,500 psi) SHALL NOT
AND ENGINEERING CERTIFICATION TO THE ENGINEERING EDIVISION'S RECORD CENTER. THE
PROOF ROLL SHALL PROVIDE A NON -YIELDING SURFACE (PUMPING, RUTTING, SATURATED
BE USED. THE CONTRACTOR SHALL PROVIDE TEST RESULTS FOR SLUMP (AASHTO
OWNER MUST ALSO SUBMIT THE CONSTRUCTION CHECKLIST TO THE CITY INSPECTOR.
SOIL, ETC. ARE UNACCEPTABLE). FOR SUBGRADE UNDER SIDEWALKS, CITY INSPECTOR
6.
ALL WATER MAINS TO BE DR-14 C900. SANITARY SEWER TO BE SDR-35, DR-14 900, AND
AIR CONTENT BY PRESSURE AIR METER T-1 C-231),
TEMPE
WILL PROBE TO DETERMINE IF THE SUBGRADE IS SUFFICIENTLY COMPACTED.
DUCTILE IRON AS NOTED. CONNECTIONS MADE TO WATER METERS TO BE PER PLANS AND AS
AT RE (A,
TEMPERATURE (ASTM C-1064) AND TEST SPECIMENS (AASHTO T-23/ASTM C-31) FOR
O T-23 A C-31) F
6, ALL WORK MUST CARRY A ONE-YEAR WARRANTY TO COVER ALL DEFECTS IN MATERIALS
AND WORKMANSHIP.
9.
ALL STONE BASE SHALL BE COMPACTED TO AN AVERAGE OF 98% OF THE MAXIMUM DRY
SPECIFIED ON ARCHITECTURAL PLANS.
CONCRETE SIDEWALKS. PERFORM ONE SET OF TESTS WITHIN THE FIRST 10 CUBIC YARDS
DENSITY AS DETERMINED BY AASHTO T180 AND THE NCDOT. THE UNIT WEIGHT AND
7.
THE ORIGINALLY PROPOSED QUEENS STREET HAS BEEN RENAMED PRIMROSE STREET. ANY
POURED ON THE PROJECT. CITY INSPECTOR MAY REQUEST ADDITIONAL TESTING
THEREAFTER.
7, PRIOR TO BEGINNING ANY WORK WITHIN NCDOT RIGHT-OF-WAY, THE CONTRACTOR MUST
OPTIMUM MOISTURE CONTENT WILL BE THE LATEST NUMBERS ON FILE AT THE QUARRY
REFERENCE TO QUEENS STREET IS OUTDATED AND IS REFERENCING PRIMROSE STREET.
HAVE A COPY OF THE THREE -PARTY ENCROACHMENT AGREEMENT ON THE JOB SITE.
FROM WHICH THE ABC STONE IS OBTAINED. ON -SITE TESTS (AT OWNER'S EXPENSE) MAY BE
20.
ALL SIGNAGE TO BE INSTALLED PER NCDOT, STATE, OR CITY STANDARDS AT DEVELOPERS
REQUIRED TO VERIFY THE UNIT WEIGHT AND MOSTURE NUMBERS. STONE FROM DIFFERENT
8.
ALL STREETS & PARKING LOTS, OTHER THAN KINGSCOTE WAY, TO BE EDGED WITH 5' MIN.
COST. PROPOSED SIGN LAYOUT SHALL BE SUBMITTED AND APPROVED PRIOR TO SIGNS
8. PRIOR TO BEGINNING ANY WORK, THE CONTRACTOR SHALL NOTIFY THE CITY AT LEAST
QUARRIES SHALL NOT BE MIXED. DENSITY WILL BE TESTED WITH A NUCLEAR DENSITY
SIDEWALK. ALL STORE FRONTS AND DELIVERY AREAS IN PHASE 1.A SHALL HAVE SIDEWALK
BEING INSTALLED.
THREE (3) BUSINESS DAYS BEFORE THE PLANNED START OF THE WORK. ANY WORK
GAUGE BY THE CITY INSPECTOR. THE INSPECTOR'S RESULTS ARE FINAL. MOISTURE
THAT MEETS THE PARKING. KINGSCOTE WAY TO BE EDGED WITH A V PAVED MULTIUSE PATH.
PERFORMED PRIOR TO NOTIFYING THE CITY IS SUBJECT TO REJECTION BY THE CITY. THE
CONTENT AS TESTED BY THE INSPECTOR MUST BE NO MORE THAN THE OPTIMUM
( )
ROADWAY
FINAL INSPECTION PROCEDURE:
CONTRACTOR MUST ALSO CONTACT THE ENGINEERING FIELD OFFICE TO ARRANGE FOR
MOISTURE CONTENT PRIOR TO PAVING. THE STONE BASE SHALL ALSO BE PROOF ROLLED
9.
REGARDLESS OF DISPLAYED GRADE ON GRADING PLAN SHEETS, THE ROADS ARE TO BE
CONSTRUCTION INSPECTION.
(MIN. 25 TONS) AND WITNESSED BY THE INSPECTOR PRIORTO PAVING. THE PROOF ROLL
BUILT TO CENTERLINE OF ROAD PROFILES AND WITH SIDESLOPES OF ROAD MATCHING THE
1.
OWNER PUTS DOWN 2" ASPHALT AND RAISES STRUCTURES TO FINAL GRADE (INCLUDING
SHALL PROVIDE A NON -YIELDING SURFACE (PUMPING, RUTTING, SATURATED STONE, ETC.
ROAD SECTION DETAILS. VARIATION TO THESE PLANS REQUIRES ENGINEER CONSULTATION
CONCRETE COLLARS 1" BELOW FINAL GRADE). ASPHALT IS TO BE PLACED AROUND
WATER AND/OR SANITARY SEWER:
ARE UNACCEPTABLE). IF RAINFALL OCCURS AFTER TESTING BUT PRIOR TO PAVING, THE
AND APPROVAL.
STRUCTURES TO PREVENT DAMAGE.
1. THE MOST CURRENT EDITION OF THE CITY OF KING'S MUNICIPLE CODE AND MEET THEIR
INSPECTOR AND ENGINEERING FIELD MANAGER WILL DETERMINE IF ADDITIONAL TESTING
CURRENT STANDARDS FOR ENGINEERING AND CONSTRUCTION. WILL GOVERN ALL WATER
AND/OR PROOF ROLL WILL BE REQUIRED.
2.
OWNER SUBMITS RECORD DRAWINGS AND ENGINEER'S CERTIFICATION TO THE ENGINEERING
AND SANITARY SEWER CONSTRUCTION.
2. WATER AND SEWER CONNECTIONS SHALL BE BESIDE EACH OTHER AT THE CENTER OF EACH
10.
THE CITY INSPECTOR RESERVES THE RIGHT TO TEST ASPHALT BY CORE SAMPLING OR BY
DIVISION'S RECORD CENTER.
LOT. CONNECTIONS ARE TO BE SPACED NOT MORE THAN 30" CENTER TO CENTER AND HAVE
NUCLEAR METHODS AT THE OWNER'S EXPENSE.
3.
UPON APPROVAL BY THE RECORD CENTER, OWNER MAY REQUEST FINAL INSPECTION FOR
WOODEN STAKES PLACED ON EACH SIDE. STAKES SHOULD BE FLAGGED OR PAINTED FOR
VISIBILITY.
11.
TRACK COAT TO BE APPLIED TO ALL EXISTING ASPHALT SURFACES PRIOR TO PLACING
WATER AND/OR SANITARY SEWER. OWNER SHALL THEN SUBMIT THE CONSTRUCTION
3. DENSITY TESTS BY AN INDEPENDENT TESTING LAB ARE TO BE MADE AS DIRECTED BY THE
NEW ASPHALT.
CHECKLIST FOR WATER AND/OR SANITARY SEWER TO THE CITY INSPECTOR.
CITY INSPECTOR AT THE OWNER'S EXPENSE.
12.
FINAL LIFT OF ASPHALT TO MATCH GUTTER (MAXIMUM 1/4" ABOVE GUTTER). ASPHALT
4.
PRIOR TO THE PLACEMENT OF THE FINAL 1" OF ASPHALT, THE FOLLOWING MUST OCCUR:
ROADWAY:
BELOW GUTTER IS UNACCEPTABLE.
100% OF HOUSES MUST BE BUILT OR ONE YEAR HAS LAPSED SINCE THE APPROVAL OF THE
1. THE MOST CURRENT EDITIONS OF THE NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES AND THE
13.
SUB -DRAINS TO BE CONSTRUCTED AS REQUIRED BY CITY INSPECTOR TO STABILIZE THE
2" ASPHALT.
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ROADWAY STANDARD DRAWINGS
SUBGRADE. METHOD TO BE DETERMINED BY OWNER'S TESTING LAB OR OWNER'S
5.
THE FINAL ASPHALT MUST BE PLACED AFTER TWO (2) YEARS HAVE LAPSED SINCE
WILL GOVERN ALL ROADWAY CONSTRUCTION UNLESS OTHERWISE SPECIFIED HEREIN.
ENGINEER.
APPROVAL OF THE 2" ASPHALT LAYER. SURETY MUST BE APPROVED BY THE CITY TO COVER
2. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO START OF
CONSTRUCTION.
14.
EXISTING CURB AND GUTTER AND PAVEMENT TO BE REPLACED OR REPAIRED AS REQUIRED
THE 2 YEAR PERIOD.
TO TIE TO SOUND MATERIAL.
6.
AFTER PLACEMENT OF THE FINAL ASPHALT, THE OWNER MAY REQUEST FINAL INSPECTION
3. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE PIPE (RCP) (15" MIN. DIAMETER)
FOR THE ROADWAY. OWNER MUST ALSO SUBMIT THE CONSTRUCTION CHECKLIST FOR
UNLESS OTHERWISE NOTED. RCP SHALL BE MINIMUM CLASS III AND JOINTS MUST HAVE
ROADWAY TO THE CITY INSPECTOR.
O-RINGS OR FLEXIBLE JOINT MATERIAL. METAL PIPE SHALL BE CORRUGATED ALUMINUM
PIPE (CAP). CAP MUST HAVE HUGGER BAND CONNECTORS WITH FLAT GASKETS. AASHTO
M197 AND/OR ASTM B744 MUST BE CLEARLY MARKED ON ALL CAP.
SHEET 8.00
SHEET 2.01
SHEET 3.01
SHEET 8.01
SHEET 8.02
SHEET 8.03
SHEET 8.04
SHEET 8.05
SHEET 8.06
SHEET 8.07
SHEET 8.08
SHEET 8.10
SHEET 8.20
SHEET 8.30
SHEET 8.40
SHEET 8.50
SHEET 8.60
SHEET 9.06
SHEET 9.07
G u pto n's Royal
Design Group
CIVIL ENGINEERING - SITE PLANNING
STORMWATER DESIGN
LANDSCAPE DESIGN o LAND SURVEYING
IP
PO BOX 1070
KING, NC 27021
OFFICE 336-985-6519
E-MAIL [e-mail]
CORPORATE LICENSE NO: 0-0423
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PROGRESS
DRAWINGS
GOVERNMENTAL
PERMITS
APPLIED
FOR
DO NOT
USE FOR
CONSTRUCTION
REVISIONS:
09125120
BID SET
12116120
UPDATE
03119121
UPDATE
06101121
UPDATE
8126121
UPDATE
SURVEYED BY. OTHERS
DRAWN BY. DHB
DRAWN BY. MDE
DRAWN BY. BSH
DESIGNED BY. HBG
APPROVED BY. HBG
C
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360
S B Gve,`O
SHEET TITLE:
STORMWATER
COVER SHEET
8.00 OF 19
DATE.
04101119
PROJECT NO:
12804-19