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PROJECT NARRATIVE AND SCOPE APPLEWOOD SUBDIVISION PLAN SHEET INDEX
Applewood is a proposed single-family residential subdivision situated on 49.26 EROSION COVER SHEET 1.01
acres located on Newsome Road(S.R.1222)in King,Stokes County,North EXISTING SITE CONDITIONS 2.01
Carolina. SITE PLAN 3.01
This site was previously designed and permitted for a different style of housing and EROSION CONTROL/GRADING OVERALL PLAN 4.00
granted Erosion Control/Grading approval on October 17,2007.Project ID:Stoke- EROSION CONTROL/GRADING DELINATION PLAN 4.01
2008-005.The Initial owner/developer had accomplished some clearing and EROSION CONTROL PHASE ONE PERIMETER 1 4.02
constructed sediment basins#1 and#2 with riser and skimmer outlets which was EROSION CONTROL PHASE ONE PERIMETER 2 4.03
approved and permitted at the time.Slowing economic times and demand caused EROSION CONTROL PHASE TWO CONSTRUCTION 1 4.04
the development progress to cease and the site subsequently set dormant for EROSION CONTROL PHASE TWO CONSTRUCTION 2 4.05
approximately 14 years.The current owner and applicant LGI Homes-NC,LLC purchased the property in March 2021. APPLEWOOD WAY PLAN&PROFILE STA.0+00 to 8+00 6.01
APPLEWOOD WAY PLAN&PROFILE STA.8+00 to 12+02.68 6.02
Subsequently,In Summer of 2021 the Site was chipped with a commercial Bush CRISPIN COURT PLAN&PROFILE 6.03
Chipper.However,the site has again set dormant for 12 months and currently has CRISPIN CIRCLE PLAN&PROFILE 6.04
the few small areas of random trees along with misc.grassy/weed&brush. MACINTOSH DRIVE PLAN&PROFILE STA.0+00 to 8+00 6.05
The soil on the site is consist of majority of Fairview-Poplar Forest(39%), MACINTOSH DRIVE PLAN&PROFILE STA.6+00 to 12+00 6.06
hydrologic group C,Clifford fine sandy loam(35%),hydrologic group B,Fairview MACINTOSH DRIVE PLAN&PROFILE STA.12+00 to 14+64.78 6.07
clay loam(7%),hydrologic group C,Wickham fine sandy loam(5%),hydrologic TAIL STAR COURT PLAN&PROFILE 6.08
group B,Codorus loam(3%),hydrologic group B/D,and Fairview fine sandy loam COURTLAND DRIVE PLAN&PROFILE 6.09
(2%),hydrologic group B,and remainder of 5 various groups comprising DIXIELAND COURT PLAN&PROFILE STA.0+00 to 7+00 6.10
GENERAL NOTES ndividually 1%or less. DIXIELAND COURT PLAN&PROFILE STA.7+00 to 10+99.79 6.11 NO SCALE
1. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO START OF 4. ALL DRAINAGE STRUCTURES MUST MEET NCDOT STANDARDS.SOLID WALL,PRECAST 15. WHEELCHAIR RAMPS ARE REQUIRED FOR STANDARD CURB AND GUTTER INTERSECTIONS
The current proposed site when developed will consist of 124 single family lots. STORM PIPES PLAN&PROFILE#8 to#11 AND PIPE#52 6.14
CONSTRUCTION. CONCRETE STRUCTURES CONFORMING TO NCDOT 840.45 ARE ACCEPTABLE(NO WAFFLE AND AT LOCATIONS SHOWN ON THE CONSTRUCTION DRAWINGS.EACH RAMP SHALL HAVE A The development is proposed with 6,047+/-If of 27'back-back curb and gutter STORM PIPE PLAN&PROFILE#35 to#44A STA.0+00 to 10+00 6.15
WALLS).ALL PIPE OPENINGS IN PRECAST STRUCTURES MUST BE CAST OR CORED.CATCH 24"X48"AREA OF DETECTABLE WARNING DOMES.THIS AREA SHALL BE A ONE PIECE PANEL streets,1,032+/-If of 10'wide multi-use walking paths and 1,660 If of 5 ft.width STORM PIPE PLAN&PROFILE#35 to#44A STA.10+00 to 14+00 6.16
2. ALL EROSION CONTROL DEVICES SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE 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 sidewalks along the streets.Newsome Road shall be widened with a left turn lane STORM PIPES PLAN&PROFILE#64 to#65A AND#86 to#88 6.17
WITH THE MOST CURRENT STANDARDS OF THE LAND QUALITY SECTION OF THE NCDENR. 840.03.NCDOT APPROVED PRECAST CONCRETE MANHOLES ARE ACCEPTED AS SUBSITUTES SHALL BE ADA SOLUTIONS,ARMOR-TILE,OR APPROVED EQUAL.COLOR SHALL BE BLACK. for approximately 834 If. REVISIONS:
FOR CATCH BASINS. PAINTING OF THE PRODUCTS WILL NOT BE ALLOWED.SEE NCDOT STANDARD DRAWINGS 848 pP Y SANITARY SEWER OUTFALL,LOTS 33&34 SEWER 6.18
3. STABILIZATION STONE UNDER PIPING TO BE PLACED AS REQUIRED BY CITY INSPECTOR WHEN FOR RAMP CONSTRUCTION DETAILS. NEWSOME ROAD WIDENING PLAN 7.01
CONDITIONS WARRANT. 5. FRAMES,GRATES AND HOODS SHALL BE MANUFACTURED AND INSTALLED PER CITY OF The entire site is designed for site grading per Engineer Designed Grading plan 3/31/2022
KING SPECS AND STANDARDS.KING SD-4&SD-5. 16. GUARDRAIL TO BE INSTALLED(PER DETAIL D-18 SHT.9.02)AS REQUIRED BY CITY INSPECTOR utilizing appropriate cut&fill areas(which are approximately balanced On NEWSOME ROAD STRIPING PLAN 7.02 6 20 2022 CITY OF KING
4. AS A MINIMUM REQUIREMENT,ALL GRADED AREAS NOT UNDER PAVEMENT AND WITHIN THE AND AT LOCATIONS SHOWN ON THE CONSTRUCTION DRAWINGS.REFLECTIVE END OF ROAD
RIGHT-OF-WAY AND/OR EASEMENTS SHALL BE PREPARED,FERTILIZED AND LIMED,SEEDED, THE NAME OF THE MANUFACTURER MUST BE PERMANENTLY CAST ON THE FRAME AND ON MARKERS SHALL BE INSTALLED(PER NCDOT 1264)BEHIND GUARDRAIL AT TURNAROUNDS construction plans for the site)while continuously channel flows to utilize existing STORMWATER OVERALL PLAN 8.01 7/6/2022 CL GRADE CHG
AND MULCHED IMMEDIATELY UPON COMPLETION OF CONSTRUCTION AS FOLLOWS THE GRATE. AND DEAD END STREETS. sediment basins for erosion control during said grading process.Ongoing STORMWATER DELINEATION 8.02
(APPLICATION RATE PER 1,000 SQUARE FEET): stabilization shall occur during the entire grading/stabilization process and upon
6. DOUBLE CATCH BASINS SHALL BE TWO SEPARATE BASINS WITH RCP BETWEEN THE BASINS. 17. ALL EXPANSION JOINTS FOR CONCRETE TO BE SEALED WITH SILICONE OR POLYURETHANE basic completion the said existing basins shall be cleaned of sediment and STORMWATER PLAN SHEET 8.03
TYPE 1 SEEDING(LAWNS OR OTHER FOCAL AREAS) THE RCP SHALL BE GREATER THAN OR EQUAL TO THE SIZE OF THE OUTLET PIPE. PER NCDOT SPECIFICATIONS.HOT APPLIED JOINT SEALER SHALL NOT BE USED.COLOR MUST STORMWATER PLAN SHEET 8.04
BE GRAY OR A COLOR THAT MATCHES THE CONCRETE(NOT BLACK). minimally re-graded for conversion to storm water ponds in accordance with STORMWATER POND PLANTING PLAN 8.05
100 LBS. OF LIME 7. IF A DRIVEWAY LOCATION CONFLICTS WITH A CATCH BASIN,THE FOLLOWING FRAME AND current environmental standards.
20 LBS. OF 10-20-20 OR 20 LBS.OF 10-10-10 IN COMBINATION 1/3 LBS.OF 0-46-0 GRATE SHALL BE USED: 18. SIDEWALKS SHALL BE INSTALLED IN THE THICKNESSES AS FOLLOWS: STORM PIPES,STRUCTURES,F.E.S.,AND OUTLET CHARTS 9.00
4 LBS. OF TALL FESCUE,CONTAINING A BLEND OF 2 OR MORE TALL FESCUES
1 LB. OF SERICEA LESPEDEZA(USE UNSCARIFIED SEED AUGUST 15 TO FEBRUARY 1) EAST JORDAN IRON WORKS,INC.-CATALOG NUMBER V-4510 a. RESIDENTIAL; 4"THICK Since the existing sediment basins are slightly oversized,the updated EROSION CONTROL DETAIL SHEET 1 9.01
h LB. OF GERMAN MILLET(MAY TO AUGUST 15) 6"THICK FROM PC TO PT AT INTERSECTIONS INCLUDING HCR. modifications have been designed to store and release storm water at pre- EROSION CONTROL DETAIL SHEET 2 9.02
1 LB. OF RYE GRAIN(PRIOR TO MAY 1 OR AFTER AUGUST 15) 8. ALL SUBGRADE UNDER PAVED AREAS,CURB AND GUTTER,SIDEWALK,AND ROADWAY 6"THICK ACROSS ALL DRIVEWAYS developed flows for major storms including the 100 year storm thus reducing any
SHOULDERS SHALL BE COMPACTED TO AT LEAST 95%OF THE MAXIMUM DRY DENSITY AS EROSION CONTROL SEDIMENT BASIN DETAILS 9.03
SEEDING MIXTURES OTHER THAN THOSE LISTED ABOVE MUST BE APPROVED BY THE CITY DETERMINED BY AASHTO T99 AND THE NCDOT.THE FINAL 12"OF SUBGRADE UNDER PAVED b. COMMERCIAL; 6"THICK downstream impacts. SEDIMENT BASIN TO WET DETENTION POND DETAILS 9.04
INSPECTOR PRIOR TO SEEDING. AREAS AND UNDER CURB AND GUTTER SHALL BE COMPACTED TO 100%.DENSITY TESTS BY
AN INDEPENDENT TESTING LAB ARE TO BE MADE AS DIRECTED BY THE CITY INSPECTOR AT c. INDUSTRIAL; 6"THICK PROJECT NOTES: NCGO1 GROUND STABILIZATION 9.05
5. PRIOR TO REQUESTING A FINAL INSPECTION,THE OWNER MUST SUBMIT RECORD DRAWINGS THE OWNER'S EXPENSE.THE SUBGRADE SHALL BE PROOF ROLLED(MIN.25 TONS)AND 8"THICK ACROSS ALL DRIVEWAYS 1. HYDRANTS,WATER METERS,AND SEWERCLEANOUTSSHALLBEINSTALLEDAT/ON NCGO1 SELF-INSPECTION 9.06
AND ENGINEERING CERTIFICATION TO THE ENGINEERING EDIVISION'S RECORD CENTER.THE WITNESSED BY THE INSPECTOR PRIOR TO PLACEMENT OF STONE OR ASPHALT BASE.THE
OWNER MUST ALSO SUBMIT THE CONSTRUCTION CHECKLIST TO THE CITY INSPECTOR. PROOF ROLL SHALL PROVIDE A NON-YIELDING SURFACE(PUMPING,RUTTING,SATURATED 19. ALL CONCRETE SHALL BE A MINIMUM OF CLASS A(3,000 pep.CLASS B(2,500 pal)SHALL NOT BE RIGHT-OF-WAY LINE BEHIND SIDEWALK(MEASURED TO CENTER OF OBJECT).NO HYDRANT, DETAIL SHEET-GENERAL SITE 9.07
SOIL,ETC.ARE UNACCEPTABLE).FOR SUBGRADE UNDER SIDEWALKS,CITY INSPECTOR WILL USED.THE CONTRACTOR SHALL PROVIDE TEST RESULTS FOR SLUMP(AASHTOT-119/ASTM METER,OR CLEANOUTS PERMITTED IN SIDEWALK OR DRIVEWAYS. DETAIL SHEET-GENERAL SITE 2 9.06
6. ALL WORK MUST CARRYA ONE-YEAR WARRANTY TO COVER ALL DEFECTS IN MATERIALS AND PROBE TO DETERMINE IF THE SUBGRADE IS SUFFICIENTLY COMPACTED. C-143),AIR CONTENT BY PRESSURE AIR METER(AASHTO T-152/ASTM C-231),TEMPERATURE
WORKMANSHIP. (ASTM C-1064)AND TEST SSPECIMENS ITHINTH(AASHTO T_23/ASTIC C-31)FOR CONCRETE SIDEWALKS. 2. SEWER CONNECTION TAIL PIECES SHALL EXTEND TO BACK PEOF2.UTILITY EASEMENT.ALL DETAIL SHEET-SEWER 1 9.09
9. ALL STONE BASE SHALL BE COMPACTED TO AN AVERAGE OF 98%OF THE MAXIMUM DRY PERFORM ONE SET OF TESTS WITHIN THE FIRST IO CUBIC YARDS POURED ON THE PROJECT. SEWER LATERALS TO BE SCHEDULE 40 PVC AND A MIN.SLOPE OF 2.0%FROM SANITARY ,•„•,CA•;'
7. PRIOR TO BEGINNING ANY WORK WITHIN NCDOT RIGHT-OF-WAY,THE CONTRACTOR MUST DENSITY AS DETERMINED BY AASHTO T180 AND THE NCDOT.THE UNIT WEIGHT AND CITY INSPECTOR MAY REQUEST ADDITIONAL TESTING THEREAFTER. SEWER MAIN TOCLEANOUT. DETAIL SHEET-SEWER 2 9.10 .0N,,....,•
HAVE A COPY OF THE THREE-PARTY ENCROACHMENT AGREEMENT ON THE JOB SITE. OPTIMUM MOISTURE CONTENT WILL BE THE LATEST NUMBERS ON FILE AT THE QUARRY DETAIL SHEET-WATER 9.11 -, . FEss/ -
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 3. ALL STATIONS,DIMENSIONING,AND STRUCTURE LABELS ARE BASED ON THE STREETae '�
8. PRIOR TO BEGINNING ANY WORK,THE CONTRACTOR SHALL NOTIFY THE CITY AT LEAST REQUIRED TO VERIFY THE UNIT WEIGHT AND MOSTURE NUMBERS.STONE FROM DIFFERENT COST.PROPOSED SIGN LAYOUT SHALL BE SUBMITTED AND APPROVED PRIOR TO SIGNS BEING CENTERLINE AND THE STRUCTURE/OBJECT CENTERLINE.TOP OF CURB(TOC)ELEVATIONS FOR DETAIL SHEET-STORM DRAINAGE 1 9.12 J
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THREE(3)BUSINESS DAYS BEFORE THE PLANNED START OF THE WORK.ANY WORK QUARRIES SHALL NOT BE MIXED.DENSITY WILL BE TESTED WITH A NUCLEAR DENSITY INSTALLED. ALL CATCH BASINS IN ROAD ARE IN REFERENCE TO TOP OF STANDARD CURB.CATCH BASINS DETAIL SHEET-STORM DRAINAGE 2 9.13a�360
PERFORMED PRIOR TO NOTIFYING THE CITY IS SUBJECT TO REJECTION BY THE CITY.THE GAUGE BY THE CITY INSPECTOR.THE INSPECTOR'S RESULTS ARE FINAL.MOISTURE INSTALLED IN VALLEY CURB WILL REQUIRE THE CONTRACTOR TO MAKE THE NECESSARY '
CONTRACTOR MUST ALSO CONTACT THE ENGINEERING FIELD OFFICE TO ARRANGE FOR CONTENT(AS TESTED BY THE INSPECTOR)MUST BE NO MORE THAN THE OPTIMUM ROADWAY FINAL INSPECTION PROCEDURE: ADJUSTMENTS.YARD INLETS AND THROAT INLETS TOP ARE AT THE RIM OF THE INLET.TOP OF '5 -<'4'c E?,'�2=
CONSTRUCTION INSPECTION. MOISTURE CONTENT PRIOR TO PAVING.THE STONE BASE SHALL ALSO BE PROOF ROLLED THROAT INLET'S CONCRETE BOX STRUCTURE IS NOT INCLUDED IN THE ELEVATIONS SHOWN APPLEWOOD SUBDIVISION PLAN SET 46 SHEETS TOTAL 9,pR/...!NE JQ-�O;
(MIN.25 TONS)AND WITNESSED BY THE INSPECTOR PRIORTO PAVING.THE PROOF ROLL 1. OWNER PUTS DOWN 2"ASPHALT AND RAISES STRUCTURES TO FINAL GRADE(INCLUDING ON THE PROFILE SHEETS.SANITARY SEWER MANHOLE ELEVATIONS ARE TO TOP OF RIM AND
WATER AND/OR SANITARY SEWER: SHALL PROVIDE A NON-YIELDING SURFACE(PUMPING,RUTTING,SATURATED STONE,ETC. CONCRETE COLLARS 1"BELOW FINAL GRADE).ASPHALT IS TO BE PLACED AROUND CENTERLINE OF STRUCTURE.INVERT ELEVATIONS ARE TO CENTERLINE OF MANHOLE UNLESS •...
1. THE MOST CURRENT EDITION OF THE CITY OF KING'S MUNICIPLE CODE AND MEET THEIR ARE UNACCEPTABLE).IF RAINFALL OCCURS AFTER TESTING BUT PRIOR TO PAVING,THE STRUCTURES TO PREVENT DAMAGE. NOTED OTHERWISE.
CURRENT STANDARDS FOR ENGINEERING AND CONSTRUCTION.WILL GOVERN ALL WATER INSPECTOR AND ENGINEERING FIELD MANAGER WILL DETERMINE IF ADDITIONAL TESTING
AND SANITARY SEWER CONSTRUCTION. AND/OR PROOF ROLL WILL BE REQUIRED. 2. OWNER SUBMITS RECORD DRAWINGS AND ENGINEER'S CERTIFICATION TO THE ENGINEERING 4. CONTRACTOR SHALL CONTACT PIEDMONT NATURAL GAS PRIOR TO ANY SITE DISTURBANCE.
2. WATER AND SEWER CONNECTIONS SHALL BE BESIDE EACH OTHER AT THE CENTER OF EACH DIVISION'S RECORD CENTER.
LOT.CONNECTIONS ARE TO BE SPACED NOT MORE THAN 30"CENTER TO CENTER AND HAVE 10. THE CITY INSPECTOR RESERVES THE RIGHT TO TEST ASPHALT BY CORE SAMPLING OR BY 5. DUE TO ADJUSTABILITY REQUIRED FOR STORM STRUCTURES,ALL CATCH BASINS AND YARD
WOODEN STAKES PLACED ON EACH SIDE.STAKES SHOULD BE FLAGGED OR PAINTED FOR NUCLEAR METHODS AT THE OWNER'S EXPENSE. 3. UPON APPROVAL BY THE RECORD CENTER,OWNER MAY REQUEST FINAL INSPECTION FOR INLETS TO BE BUILT PER NCDOT BRICK SPECIFICATIONS.STORM MH's TO BE APPROVED
VISIBILITY. WATER AND/OR SANITARY SEWER.OWNER SHALL THEN SUBMIT THE CONSTRUCTION PRE-CAST CONSTRUCTION.PRE-FAB.CONCRETE STRUCTURES MAY BE USED BUT MUST
3. DENSITY TESTS BY AN INDEPENDENT TESTING LAB ARE TO BE MADE AS DIRECTED BY THE 11. TRACK COAT TO BE APPLIED TO ALL EXISTING ASPHALT SURFACES PRIOR TO PLACING NEW CHECKLIST FOR WATER AND/OR SANITARY SEWER TO THE CITY INSPECTOR. ALLOW FOR FINAL TOP ADJUSTMENTS AS MAY BE REQUIRED TO MEET FINISH GRADES.THE
CITY INSPECTOR AT THE OWNER'S EXPENSE. ASPHALT. CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ADJUSTING CONCRETE STRUCTURES TO
4. PRIOR TO THE PLACEMENT OF THE FINAL 1"OF ASPHALT,THE FOLLOWING MUST OCCUR: FINAL GRADES THAT MAY BE REQUIRED BY UNAVOIDABLE CONDITIONS OR BY GOVERNMENT
ROADWAY: 12. FINAL LIFT OF ASPHALT TO MATCH GUTTER(MAXIMUM 1/4"ABOVE GUTTER).ASPHALT OFFICIALS REQUEST REGARDLESS OF THE SITE OR GRADING PLAN.PIPEWORK IS TO HAVE A I I 1. THE MOST CURRENT EDITIONS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION BELOW GUTTER IS UNACCEPTABLE. 100%OF HOUSES MUST BE BUILT OR ONE YEAR HAS LAPSED SINCE THE APPROVAL OF THE 2" MINIMUM OF FOUR FOOT(4')COVER. COVER SHEET
STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES AND THE NORTH CAROLINA ASPHALT.
DEPARTMENT OF TRANSPORTATION ROADWAY STANDARD DRAWINGS WILL GOVERN ALL 13. SUB-DRAINS TO BE CONSTRUCTED AS REQUIRED BY CITY INSPECTOR TO STABILIZE THE 6. ALL WATER MAINS TO BE DR-14 C900.SANITARY SEWER TO BE SDR-35,DR-14 900,AND DUCTILE
ROADWAY CONSTRUCTION UNLESS OTHERWISE SPECIFIED HEREIN. SUBGRADE.METHOD TO BE DETERMINED BY OWNER'S TESTING LAB OR OWNER'S ENGINEER. 5. THE FINAL ASPHALT MUST BE PLACED AFTER TWO(2)YEARS HAVE LAPSED SINCE APPROVAL IRON AS NOTED.CONNECTIONS MADE TO WATER METERS TO BE PER PLANS AND AS LGI HOMES - NC, LLC
2. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO START OF OF THE 2'ASPHALT LAYER.SURETY MUST BE APPROVED BY THE CITY TO COVER THE 2 YEAR SPECIFIED IN CITY OF KING SPECIFICATIONS. 6500 CREED MOOR ROAD, SUITE 212
CONSTRUCTION. 14. EXISTING CURB AND GUTTER AND PAVEMENT TO BE REPLACED OR REPAIRED AS REQUIRED PERIOD.
TO TIE TO SOUND MATERIAL. 7. REGARDLESS OF DISPLAYED GRADE ON GRADING PLAN SHEETS,THE ROADS ARE TO BE BUILT RALEIGH, NC 27613
3. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE PIPE(RCP)(15"MIN.DIAMETER) 6. AFTER PLACEMENT OF THE FINAL ASPHALT,THE OWNER MAY REQUEST FINAL INSPECTION TO CENTERLINE OF ROAD PROFILES AND WITH SIDESLOPES OF ROAD MATCHING THE ROAD
UNLESS OTHERWISE NOTED.RCP SHALL BE MINIMUM CLASS III AND JOINTS MUST HAVE FOR THE ROADWAY.OWNER MUST ALSO SUBMIT THE CONSTRUCTION CHECKLIST FOR SECTION DETAILS.VARIATION TO THESE PLANS REQUIRES ENGINEER CONSULTATION AND PHONE [phone] 1.01 OF 46
0-RINGS OR FLEXIBLE JOINT MATERIAL.METAL PIPE SHALL BE CORRUGATED ALUMINUM PIPE ROADWAY TO THE CITY INSPECTOR. APPROVAL.
(CAP).CAP MUST HAVE HUGGER BAND CONNECTORS WITH FLAT GASKETS.AASHTO M197
AND/OR ASTM B744 MUST BE CLEARLY MARKED ON ALL CAP. 8. STORMWATER PONDS TO HAVE A PERIMETER FENCE PER CITY OF KING SPECIFICATIONS.
DATE: 3/31/2022
PROJECT NO:12882-22D