SW3201201_9314-UCSO NCDEQ Package_20201208

CHAPTER INDEX
Sheet List Table
Sheet Number
Sheet Title
GENERAL
GO-00
COVER SHEET
GO-01
GENERAL NOTES
GO-02
EXISTING CONDITIONS
DEMOLITION PLANS
C1-00
DEMOLITION PLAN
EROSION CONTROL PLANS
C2-00
EROSION CONTROL PLAN PHASE I
C2-01
EROSION CONTROL PLAN PHASE II
C2-02
EROSION CONTROL PLAN PHASE III
STORMWATER PLANS
C3-00
STORMWATER PLAN - BASE BID
C3-01
STORMWATER PLAN - ALTERNATE
C3-02
STORMWATER PROFILES - BASE BID
C3-03
STORMWATER PROFILES - ALTERNATE
C3-04
BMP DETAIL
UTILITY PLANS
C4-00
UTILITY PLAN
C4-01
UTILITY PROFILES
C4-02
UTILITY PROFILES
ENGINEERING DETAILS
C5-01
EROSION CONTROL DETAILS
C5-02
EROSION CONTROL DETAILS
C5-03
STORMWATER DETAILS
C5-04
UTILITY DETAILS
LAYOUT PLANS
L1-00
LAYOUT PLAN - BASE BID
L1-01
LAYOUT PLAN - ALTERNATE
L1-10
TURNING MOVEMENTS
L1-11
INTERSECTION SIGHT DISTANCE
L1-12
TRAFFIC CONTROL PLAN
11/12/2020 6:27 PM GRISELDA RUAN NA 2019\1019314\CAD\DOCUMENTATION\1019314 PLN COVR.DWG
CONSTRUCTION DOCUMENT PACKAGE
UNION COUNT)( SHERIFF'S OFFICE
GRADING PLANS
1-2-00 GRADING PLAN - BASE BID
1-2-01 GRADING PLAN - ALTERNATE
MATERIAL PLANS
1-3-00 MATERIALS PLAN - BASE BID
1-3-01 MATERIALS PLAN - ALTERNATE
PLANTING PLANS
1-4-00 PLANTING PLAN - BASE BID
1-4-01 PLANTING PLAN - ALTERNATE
SITE SECTIONS & DETAILS
1-5-01 SITE DETAILS
PLANTING DETAILS
1-6-00 PLANTING DETAILS
COMMERCIAL DEVELOPMENT
3344 PRESSON ROAD, MONROE NC 28112
VICINITY MAP
DATE: 11/13/2020
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PROJECT TEAM
OWNER/DEVELOPER ARCHITECT
UNION COUNTY CREECH & ASSOCIATES
500 MAIN ST 1000 W MOREHEAD ST #120
MONROE, NC 28112 CHARLOTTE, NC 28202
704.283.3500 704.376.6000
CONTACT NAME: GORDON VINCENT
EMAIL: [e-mail]
LANDSCAPE ARCHITECT
LANDDESIGN
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
CIVIL ENGINEER
LANDDESIGN
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
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SURVEYOR
LDSI INC.
201 W 29TH ST
CHARLOTTE, NC 28206
704.337.8329
SEAL
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UNION COUNTY
SHERIFF'S OFFICE
LD PN 1019314
COVER SHEET
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SITE, GRADING AND STORM WATER NOTES:
1. ALL CONSTRUCTION, MATERIALS AND METHODS SHALL BE IN ACCORDANCE WITH NCDOT, NCDEQ, THE TOWN OF WINGATE AND UNION COUNTY STANDARDS AND
SPECIFICATIONS AND ALL OTHER TOWN, STATE AND FEDERAL REGULATIONS AND/OR STANDARDS. CONTRACTOR SHALL OBTAIN A CURRENT COPY OF ALL APPLICABLE
STANDARDS AND SPECIFICATIONS AND BECOME FAMILIAR WITH SAID DOCUMENTS PRIOR TO CONSTRUCTION.
2. PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED FROM ALL
REGULATORY AUTHORITIES.
3. ALL INSPECTORS SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO START OF CONSTRUCTION.
4. ANY DISCREPANCY / APPARENT ERRORS BETWEEN THESE PLANS AND FIELD CONDITIONS SHALL BE BROUGHT TO THE ENGINEERS ATTENTION IMMEDIATELY AND PRIOR TO
PROCEEDING WITH THE WORK. CONTRACTOR SHALL WAIT FOR INSTRUCTIONS PRIOR TO PROCEEDING.
5. APPROVAL OF THIS PLAN IS NOT AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF SITE GRADING, WRITTEN PERMISSION MUST BE
OBTAINED FROM THE AFFECTED PROPERTY OWNERS.
6. LANDDESIGN SHALL NOT BE IN CONTROL OR CHARGE OF, AND SHALL NOT BE RESPONSIBLE FOR ACTUAL CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR
SAFETY PRECAUTIONS IN CONNECTION WITH THE WORK, OR FOR THE ACTS OR OMISSIONS OF CONTRACTORS OR ANY OTHER PERSONS NOT UNDER THE EMPLOYMENT OF
LANDDESIGN.
7. ALL DIMENSIONS ARE GIVEN TO BACK OF CURB UNLESS OTHERWISE NOTED.
8. ALL SHORING SHALL BE IN ACCORDANCE TO OSHA TRENCHING STANDARDS, PART 1926 SUBPART P, AS AMENDED.
9. EXISTING UTILITIES ARE ILLUSTRATED FOR INFORMATION PURPOSES ONLY. LANDDESIGN WILL NOT BE HELD RESPONSIBLE FOR THE ACCURACY OF UTILITY LOCATIONS, SIZES,
DEPTHS, OR FOR COMPLETENESS OF UTILITY INFORMATION. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY AND MEET WITH ALL UTILITY OWNERS WHOSE
FACILITIES WILL BE AFFECTED TO DETERMINE UTILITY LOCATIONS. THE CONTRACTOR SHALL PROTECT ALL UTILITIES FROM DAMAGE CAUSED BY HIS OPERATIONS OR THOSE OF
HIS AGENTS. THE CONTRACTOR SHALL HOLD LANDDESIGN HARMLESS FOR ANY THIRD -PARTY INCONVENIENCE CREATED BY WORK OF HIS OWN FORCES OR THAT OF HIS
AGENTS. ANY DAMAGES INCURRED SHALL BE THE CONTRACTORS FINANCIAL RESPONSIBILITY.
10. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. ANY CONFLICTS WITH EXISTING UTILITIES SHALL BE
BROUGHT TO THE ENGINEERS ATTENTION IMMEDIATELY.
11. IF PROPOSED UTILITIES ARE INSTALLED WITHIN 12 INCHES, HORIZONTAL OR VERTICAL, FROM A GAS MAIN, THE CONTRACTOR SHALL INFORM THE APPROPRIATE GAS COMPANY.
12. RESPONSIBILITY FOR THE INSTALLATION AND MAINTENANCE OF ADEQUATE SAFETY DEVICES FOR THE PROTECTION OF THE PUBLIC, THE WORKERS, AND GENERAL
PROTECTION OF THE WORK SHALL REST WITH THE CONTRACTOR DOING THE WORK.
13. NEW FINISHED CONTOURS SHOWN ARE TOP OF PAVING IN AREAS TO RECEIVE PAVEMENT AND TOP OF TOPSOIL IN AREAS TO BE SEEDED.
14. THE PROPOSED CONTOURS SHOWN IN ROADS, DRIVES, PARKING LOTS, SIDEWALKS, ETC. ARE FINISHED ELEVATIONS INCLUDING ASPHALT/CONCRETE. REFER TO PAVEMENT
CROSS-SECTION DATA TO ESTABLISH CORRECT SUB -BASE OR AGGREGATE BASE COURSE ELEVATIONS.
15. DIMENSIONS AND ELEVATIONS ON BUILDINGS ARE FOR GRADING PURPOSES ONLY AND ARE NOT TO BE USED FOR LAYOUT.
16. CONTRACTOR SHALL NOTIFY AND COOPERATE WITH ALL UTILITY COMPANIES OR FIRMS HAVING FACILITIES ON OR ADJACENT TO THE SITE BEFORE DISTURBING, ALTERING,
REMOVING, RELOCATING, ADJUSTING OR CONNECTING TO SAID FACILITIES. CONTRACTORS SHALL PAY ALL COSTS IN CONNECTION WITH THE ALTERATION OF OR RELOCATION
OF THE FACILITIES.
17. THE CONTRACTOR SHALL ADJUST EXISTING STRUCTURES BOTH HORIZONTALLY AND VERTICALLY AS REQUIRED TO MATCH FINISHED LOCATION/GRADE AT THEIR EXPENSE.
18. GRADING CONTRACTOR SHALL COOPERATE AND WORK WITH ALL OTHER CONTRACTORS PERFORMING WORK ON THIS PROJECT TO INSURE PROPER AND TIMELY COMPLETION
OF THIS PROJECT.
19. CONTRACTOR TO COORDINATE ALL WORK WITH OTHER UTILITY INSTALLATIONS NOT COVERED IN THESE PLANS (ELECTRIC, TELEPHONE, GAS, CABLE, ETC.) AND ALLOW FOR
THEIR OPERATIONS AND CONSTRUCTION TO BE PERFORMED.
20. FOR ANY WORK ON THE STATE OR TOWN RIGHT-OF-WAY THE GRADING CONTRACTOR SHALL:
20.1. NOT STORE MATERIAL, EXCESS DIRT OR EQUIPMENT IN THE RIGHT-OF-WAY IN CASE OF MULTILANE HIGHWAYS. THE PAVEMENT SHALL BE KEPT FREE FROM ANY MUD
OR EXCAVATION WASTE FROM TRUCKS OR OTHER EQUIPMENT. ON COMPLETION OF THE WORK ALL EXCESS MATERIAL SHALL BE REMOVED FROM THE RIGHT-OF-WAY.
20.2. PROVIDE ALL NECESSARY AND ADEQUATE SAFETY PRECAUTIONS SUCH AS SIGNS, FLAGS, LIGHT BARRICADES AND FLAGMEN AS REQUIRED BY THE LOCAL
AUTHORITIES AND IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. THE GRADING CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR
AND HOLD HARMLESS THE TOWN OF WINGATE, THE STATE OF NORTH CAROLINA, THE ARCHITECT/ENGINEER, AND THE OWNER FROM ANY CLAIMS FOR DAMAGE DONE
TO EXISTING PRIVATE PROPERTY PUBLIC UTILITIES OR TO THE TRAVELING PUBLIC.
20.3. COMPLETE WORK TO THE SATISFACTION OF THE APPROPRIATE AGENCY AND OBTAIN A LETTER STATING THAT THE WORK IS ACCEPTABLE.
21. CONTRACTOR SHALL IMPORT SUFFICIENT MATERIAL TO COMPLETE WORK AT NO ADDITIONAL COST, IN THE EVENT OF A SHORTAGE OF STRUCTURAL FILL.
22. CONTRACTOR SHALL REPAIR OR REPLACE IN -KIND ANY DAMAGE THAT OCCURS AS RESULT OF HIS WORK.
23. CONTRACTOR TO MAINTAIN POSITIVE DRAINAGE THROUGHOUT CONSTRUCTION.
24. BEFORE ANY MACHINE WORK IS DONE, CONTRACTOR SHALL STAKE OUT AND MARK THE ITEMS ESTABLISHED BY THE SITE PLAN. CONTROL POINTS SHALL BE PRESERVED AT
ALL TIMES DURING THE COURSE OF THE PROJECT. LACK OF PROPER WORKING POINTS AND GRADE STAKES MAY REQUIRE CESSATION OF OPERATIONS UNTIL SUCH POINTS
AND GRADES HAVE BEEN PLACED TO THE OWNER'S SATISFACTION.
25. CONTRACTOR TO GRADE SITE TO A TOLERANCE OF +/- 0.10 FOOT (BALANCED) OF SUBGRADE.
26. DETAILED RETAINING WALL DESIGN DRAWINGS, SEALED BY A NORTH CAROLINA LICENSED PROFESSIONAL ENGINEER, WILL BE SUBMITTED TO THE TOWN PRIOR TO
CONSTRUCTION.
27. DESIGN OF ALL RETAINING WALLS IS TO BE PER NORTH CAROLINA BUILDING CODE SECTION 1806.
28. A NORTH CAROLINA LICENSED PROFESSIONAL ENGINEER MUST PERFORM CONSTRUCTION OBSERVATION, VERIFYING IN A SEALED LETTER TO THE TOWN THAT RETAINING
WALLS ARE CONSTRUCTED PER THE ENGINEERED DRAWINGS.
29. THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN AN UNOBSTRUCTED STATE AND SHALL REMOVE FROM THE CHANNEL AND BANKS OF THE
STREAM ALL DEBRIS, LOGS, TIMBER, JUNK AND OTHER ACCUMULATIONS.
30. ALL ELEVATIONS ARE IN REFERENCE TO THE BENCH MARK WHICH MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO BREAKING GROUND.
31. ALL FILL/SUBGRADE MATERIAL TO BE COMPACTED TO 95% STANDARD COMPACTION UNLESS OTHERWISE NOTED. CONTRACTOR TO CONSULT SITE GEOTECHNICAL ENGINEER
FOR COMPACTION REQUIREMENTS.
32. CONTRACTOR SHALL REVIEW GEOTECHNICAL REPORT TO DETERMINE SOIL/ROCK CONDITIONS OF THE SITE AND ANY SITE SPECIFIC REQUIREMENTS OR RECOMMENDATIONS.
33. CONTRACTOR SHALL OBTAIN AND REVIEW ANY 2ND PARTY. SPECIFICATIONS AND REQUIREMENTS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL INTEGRATE ANY 2ND PARTY
SPECIFICATIONS AND REQUIREMENTS INTO THE SITE CONSTRUCTION (BUILDING PAD REQUIREMENTS, PAVEMENT AREA REQUIREMENTS, ETC.). ANY DISCREPANCIES BETWEEN
THESE PLANS AND ANY 2ND PARTY SPECIFICATIONS AND REQUIREMENTS SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR RESOLUTION.
34. PAVEMENT THICKNESS SHOWN ON THESE PLANS ARE UNION COUNTY AND NCDOT STANDARD THICKNESS. CONTRACTOR SHALL REVIEW GEOTECHNICAL REPORT FOR
PAVEMENT RECOMMENDATIONS AND MAKE ADJUSTMENTS AS NEEDED. ANY CHANGES IN PAVEMENT THICKNESS REQUIRE APPROVAL PRIOR TO CONSTRUCTION.
35. ON -SITE BURIAL PITS REQUIRE AN ON -SITE DEMOLITION LANDFILL PERMIT FROM THE ZONING ADMINISTRATOR.
36. ALL SLOPES NOT OTHERWISE NOTED SHALL BE 2:1 OR FLATTER. FILL SLOPES GREATER THAN 10' REQUIRE ADEQUATE TERRACING.
37. PERMANENT CUT AND FILL SLOPES PLACED ON A SUITABLE FOUNDATION SHOULD BE CONSTRUCTED AT 2:1(HORIZONTAL TO VERTICAL) OR FLATTER. PERMANENT SLOPES OF
3:1 SHOULD BE CONSTRUCTED WHERE MOWING IS DESIRABLE AND AS INDICATED. IF FILL MATERIAL IS BROUGHT ONTO THE PROPERTY OR IF WASTE MATERIAL IS HAULED
FROM THE PROPERTY THEN THE CONTRACTOR SHALL DISCLOSE THE LOCATION OF ANY ON -SITE AND/OR OFF -SITE BARROW LOCATION AND/OR WASTE BURIAL LOCATION TO
THE EROSION CONTROL INSPECTOR.
38. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY WITH EXISTING CONTOURS.
39. NON-STANDARD ITEMS (IE: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT-OF-WAY REQUIRE A RIGHT-OF-WAY ENCROACHMENT AGREEMENT WITH THE TOWN OF WINGATE
AND/OR NORTH CAROLINA DEPARTMENT OF TRANSPORTATION BEFORE INSTALLATION.
40. CONTACT THE APPROPRIATE UTILITY COMPANY TO RELOCATE/ABANDON/REMOVE ANY EXISTING UTILITIES. ALL EXISTING FACILITIES WHICH CONFLICT WITH THE
IMPROVEMENTS UNDER THE SCOPE OF THIS PROJECT MUST BE RELOCATED/ABANDONED/REMOVED AT THE EXPENSE OF THE CONTRACTOR UNLESS PREVIOUS
ARRANGEMENTS HAVE BEEN MADE WITH OWNER.
41. DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF WAY MUST BE PRESENTED AT PRE -CONSTRUCTION MEETING.
42. THE CONTRACTOR SHALL USE WHATEVER MEASURES ARE REQUIRED TO PREVENT SILT AND CONSTRUCTION DEBRIS FROM FLOWING ONTO ADJACENT PROPERTIES.
CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL EROSION SEDIMENT AND SILTATION ORDINANCES. CONTRACTOR SHALL REMOVE ALL TEMPORARY
EROSION CONTROL STRUCTURES UPON COMPLETION OF PERMANENT DRAINAGE FACILITIES AND NOT BEFORE ALL AREAS DRAINING INTO THESE STRUCTURES ARE
SUFFICIENTLY STABILIZED.
43. CONTRACTOR SHALL TAKE ALL AVAILABLE PRECAUTIONS TO CONTROL DUST. CONTRACTOR SHALL CONTROL DUST BY SPRINKLING OR BY OTHER METHODS AS DIRECTED BY
ENGINEER, INSPECTOR AND/OR OWNER'S REPRESENTATIVE AT NO ADDITIONAL COST TO OWNER.
44. CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL SEDIMENT CONTROL AND AIR POLLUTION ORDINANCES OR RULES.
45. LIMITS OF CLEARING SHOWN ON EROSION CONTROL PLANS ARE BASED ON CUT AND FILL SLOPES OR OTHER GRADING REQUIREMENTS.
46. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF THE CITY/COUNTY/STATE EROSION CONTROL ORDINANCE AND IS
SUBJECT TO A FINE.
47. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE CITY/COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
48. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS NECESSARY TO ACHIEVE EROSION CONTROL ON DENUDED AREAS AND ESPECIALLY WHEN
THE CONSTRUCTION SEQUENCE REQUIRES IT. ALL AREAS ARE TO BE SEEDED OR LANDSCAPE PER THE FOLLOWING:
48.1. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY
OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST LAND -DISTURBING
ACTIVITY.
48.2. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT
WITHIN 14 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY.
49. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U.S. DEPT.
OF AGRICULTURE, AND THE TOWN OF INDIAN TRAIL EROSION CONTROL ORDINANCE.
50. CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES AS INDICATED ON EROSION CONTROL PLANS. NO EROSION CONTROL DEVICE MEASURE MAY BE REMOVED UNTIL
THE SITE IS STABILIZED.
51. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF THE APPROPRIATE ENGINEERING DEPARTMENT.
52. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE ACRE THAT WAS NOT PREVIOUSLY APPROVED.
53. ALL STORM SEWER CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH NCDOT AND THE TOWN OF INDIAN TRAIL STANDARDS AND SPECIFICATIONS AND ALL
OTHER CITY, STATE AND FEDERAL REGULATIONS AND/OR STANDARDS.
54. CATCH BASIN RIM ELEVATIONS ARE GIVEN TO EDGE OF ASPHALT, YARD INLETS TO FINISHED GRADE.
55. RIM ELEVATIONS/LOCATIONS GIVEN ON THESE PLANS ARE APPROXIMATE AND ARE FOR INFORMATIONAL PURPOSES ONLY. ACTUAL RIM ELEVATION/LOCATIONS SHALL BE
DETERMINED BY CONTRACTOR AND ADJUSTED TO MATCH FIELD CONDITIONS.
56. THE PURPOSE OF THE STORM DRAINAGE EASEMENT (SIDE) IS TO PROVIDE STORM WATER CONVEYANCE. BUILDINGS ARE NOT PERMITTED IN THE EASEMENT AREA. ANY OTHER
OBJECTS WHICH IMPEDE STORMWATER FLOW OR SYSTEM MAINTENANCE ARE ALSO PROHIBITED.
57. THE PURPOSE OF THE POST CONSTRUCTION CONTROLS EASEMENT (PCCE) IS TO PROVIDE STORM WATER CONVEYANCE AND FOR THE CONTROL AND TREATMENT OF STORM
WATER RUNOFF. BUILDINGS OR ANY OTHER OBJECTS WHICH IMPEDE STORM WATER FLOW, SYSTEM PERFORMANCE, OR SYSTEM MAINTENANCE ARE PROHIBITED. THIS
EASEMENT ALSO PROVIDES FOR UNLIMITED ACCESS FOR INSPECTION AND MAINTENANCE PURPOSES TO BE PERFORMED ON THE BMP AS REQUIRED BY THE TOWN OF
WINGATE STORM WATER ORDINANCE POST CONSTRUCTION CONTROL REGULATIONS.
58. ALL LINEAR FOOTAGE FOR ALL UTILITY PIPES ARE APPROXIMATE, ACTUAL INSTALLED QUANTITIES MAY VARY.
59. STORM SEWER LEAD-INS TO BUILDINGS SHALL NOT BE INSTALLED UNTIL BUILDING PLANS ARE COMPLETED AND LOCATIONS ESTABLISHED ON THE ARCHITECTURAL PLANS.
LEAD-INS MAY CHANGE 15' HORIZONTALLY AND 3' VERTICALLY PRIOR TO INSTALLATION AT NO ADDITIONAL COST TO THE OWNER. CONTRACTOR SHALL REQUEST AND RECEIVE
WRITTEN APPROVAL FROM PRIME CONTRACTOR PRIOR TO INSTALLATION OF LEAD-INS. CONTRACTOR SHALL COORDINATE LOCATIONS, SIZE AND INVERT ELEVATIONS OF
STORM SEWERS WITH APPROVED BUILDING PLUMBING PLANS. STORM SEWER LEAD-INS SHALL HAVE A MINIMUM OF 1.0% SLOPE.
60. MINIMUM COVER ON ALL STORM PIPES SHALL BE 3 FEET FOR HDPE AND CLASS III RCP. CLASS IV RCP SHALL BE USED WHERE COVER WILL BE LESS THAN 31
.
61. ALL NON-STANDARD DRAINAGE STRUCTURES (CB-S, HWS, FES'S, BOTTOMLESS CULVERTS, ETC.) WILL REQUIRE SEALED CONSTRUCTION DRAWINGS.
62. ALL DI (DROP INLETS) SHALL BE NCDOT DROP INLET (STD. #840.14) WITH FRAME AND GRATE (STD. #840.16), UNLESS NOTED OTHERWISE ON PLANS.
63. ALL CI (CATCH INLETS) AND DCI (DOUBLE CATCH INLETS) SHALL BE NCDOT CATCH BASIN (STD. #840.02) WITH FRAME GRATE AND HOOD (STD. #840.03).
64. STORM DRAINPIPE TO FOLLOW THE APPROVED NCDOT AND CITY OF WINGATE STANDARDS AND SPECIFICATIONS. RCP STORM DRAINAGE PIPE INSTALLED WITHIN EXISTING OR
PROPOSED PUBLIC RIGHT-OF-WAY MUST BE APPROVED BY THE INSPECTOR PRIOR TO ANY BACKFILL BEING PLACED. BACKFILL MATERIAL MUST BE APPROVED BY THE
INSPECTOR PRIOR TO PLACEMENT OF THE MATERIAL WITHIN THE PUBLIC RIGHT-OF-WAY.
64.1. ALL RCP PIPE INSTALLED MUST BE INSPECTED AND APPROVED BY THE INSPECTOR PRIOR TO ANY BACKFILL BEING PLACED. THE INSPECTOR MUST BE PRESENT
DURING THE BACKFILLING OPERATION AS WELL.
64.2. BACKFILL MATERIAL USED TO INSTALL RCP PIPE WITHIN THE STREET RIGHT-OF-WAY SHALL BE SELECT MATERIAL, CLASS II -IV, AS DEFINED BY SECTION 1016-3 OF THE
NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES. UPON SUBMITTAL OF WRITTEN CERTIFICATION OF MATERIAL SUITABILITY BY A LICENSED
GEOTECHNICAL ENGINEER, NCDOT CLASS I SELECT MATERIAL MAY BE USED. ALL BACKFILL MATERIAL SHALL BE APPROVED BY THE INSPECTOR PRIOR TO PLACEMENT
OF THE MATERIAL WITHIN THE STREET RIGHT-OF-WAY.
64.3. ALL STORM DRAINAGE PIPE AND STRUCTURES SHALL BE NCDOT APPROVED AND HAVE THE NCDOT STAMP ON THEM.
65. HIGH -DENSITY POLYETHYLENE (HDPE) STORM DRAINAGE PIPE MAY BE INSTALLED OUTSIDE THE EXISTING OR PROPOSED PUBLIC STREET RIGHT-OF-WAY AND MUST BE
APPROVED BY THE TOWN'S INSPECTOR PRIOR TO ANY BACKFILL BEING PLACED. BACKFILL MATERIAL MUST BE APPROVED BY THE INSPECTOR PRIOR TO PLACEMENT OF THE
MATERIAL.
66. ALL BMPS THAT ARE NOT LOCATED ADJACENT TO A PUBLIC RIGHT OF WAY WILL REQUIRE THE OWNER TO PROVIDE A TWENTY (20) FOOT WIDE ACCESS EASEMENT IN FAVOR OF
THE TOWN THAT CONNECTS THE BMP TO THE PUBLIC RIGHT OF WAY.
67. BMP, STORM SEWER, SANITARY SEWER AND ANY OTHER AS-BULTS SHALL BE PROVIDED BY THE CONTRACTOR.
68. CONTRACTOR SHALL CONTACT ENGINEER PRIOR TO BMP CONSTRUCTION TO DETERMINE AS -BUILT REQUIREMENTS.
69. PRIOR TO CO, SURVEYOR SEALED AS -BUILT DRAWINGS OF ALL WATER QUALITY BMP'S AND DETENTION SYSTEMS MUST BE PROVIDED.
70. BMP PCCE AND MAINTENANCE AGREEMENT MUST BE RECORDED PRIOR TO ISSUANCE OF CO.
71. CONTRACTOR SHALL BE RESPONSIBLE FOR GETTING PUBLIC ROADS AND UNDERGROUND UTILITIES APPROVED AND ACCEPTED BY THE APPROPRIATE AGENCY.
72. "AS -BUILT" DRAWINGS AND PLANS OF THE STORM DRAINAGE SYSTEM, INCLUDING DESIGNED DITCHES, MUST BE SUBMITTED TO THE APPROPRIATE AGENCY PRIOR TO FINAL
INSPECTION.
73. COORDINATE ALL CURB AND STREET GRADES AT INTERSECTIONS WITH INSPECTOR.
74. IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 0.50% SLOPE ON THE CURB.
75. ALL ROAD IMPROVEMENTS ARE TO BE COORDINATED WITH THE TOWN OF WINGATE AND NCDOT PRIOR TO CONSTRUCTION.
76. ROAD AND ROAD IMPROVEMENTS
76.1. CONTRACTOR SHALL MILL A V WIDE STRIP ALONG EX. EDGE OF ASPHALT TO A DEPTH EQUAL TO THE FINAL LIFT OF ASPHALT TO PROVIDE A SMOOTH TRANSITION AT
THE TIE-IN TO EXISTING EDGES OF PAVEMENT (WHEN APPLICABLE).
76.2. JOINTS OR SCORE MARKS ARE TO BE SHARP AND CLEAN WITHOUT SHOWING EDGES OF JOINTING.
76.3. DO NOT POUR ANY CONCRETE BEFORE FORMS ARE INSPECTED AND APPROVED BY THE PROJECT MANAGER OR INSPECTOR AS APPLICABLE.
76.4. CONTRACTOR SHALL SAW -CUT TIE-INS AT EXISTING CURBS AND SIDEWALKS AS NECESSARY TO INSURE SMOOTH TRANSITIONS. CONTRACTOR SHALL SAW -CUT AND
TRANSITION TO MEET EXISTING PAVEMENT AS NECESSARY AND AS DIRECTED BY INSPECTOR TO INSURE POSITIVE DRAINAGE. (TYP. ALL INTERSECTIONS)
76.5. WHERE ASPHALT MEETS CONCRETE PAVING SUCH AS AT CONCRETE CURBING, THE ASPHALT SHOULD BE FINISHED 1/4" TO 1/2" ABOVE THE CONCRETE SURFACE TO
ALLOW FOR FURTHER TRAFFIC COMPACTION OF THE ASPHALT.
76.6. DURING PREPARATION OF THE SUB -GRADE AND UNTIL THE PAVING IS IN PLACE, THE CONTRACTOR SHALL PROMPTLY TAKE REASONABLE ACTION TO OBTAIN AND
MAINTAIN A DRY SITE CONDITION. SUCH MEASURES SHALL INCLUDE PUMPING OF FREE SURFACE WATER, MINOR MACHINE OR HAND SHAPING TO FACILITATE WATER
REMOVAL AND OTHER OPERATIONS TO SPEED DRYING.
76.7. CONTRACTOR SHALL TRIM, TACK, AND MATCH EXISTING PAVEMENT AT LOCATIONS WHERE NEW PAVEMENT MEETS EXISTING PAVEMENT.
77. CURB AND GUTTER SHOWN ON PLANS MAY BE ADJUSTED BASED UPON FIELD STAKING BY INSPECTOR. ASSOCIATED STORM DRAINAGE MAY ALSO REQUIRE MODIFICATION
BASED UPON FIELD CONDITIONS.
78. ALL PERSONS OR AGENCIES DOING WORK IN THE PUBLIC STREETS, HIGHWAYS, OR PUBLIC RIGHTS -OF -WAY ARE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS,
COORDINATING THE WORK WITH ALL AFFECTED GOVERNMENT AGENCIES AND UTILITIES AND INFORMING OCCUPANT OF ADJACENT PROPERTIES OF ACCESS IMPACTS DUE TO
THE WORK.
79. ALL LANE CLOSURES THAT ARE REQUIRED SHALL FOLLOW NCDOT AND CITY OF WINGATE STANDARDS AND SPECIFICATIONS AND THE MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES.
80. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT-OF-WAY IF DEEMED NECESSARY BY THE INSPECTOR. SUBSURFACE DRAINAGE WILL BE REQUIRED
IF IRRIGATION IS INSTALLED WITHIN THE ROAD RIGHT-OF-WAY.
81. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED.
82. IN ROLLING AND HILLY TERRAINS, SWEEPING OF THE STONE BASE AND/OR APPLICATION OF A TACK COAT MAY BE REQUIRED NEAR INTERSECTIONS. THESE REQUIREMENTS
WILL BE ESTABLISHED BY THE INSPECTOR AND BASED ON FIELD CONDITIONS.
83. PRIOR TO PLAT RECORDATION, OFF SITE R/W AND/OR CONSTRUCTION EASEMENTS ARE REQUIRED TO BE OBTAINED ACCORDING TO THE GUIDELINES OF THE "OFF SITE R/W
ACQUISITION PROCESS". THESE NEEDED R/W AND CONSTRUCTION LIMITS ARE CLEARLY SHOWN ON THE ROADWAY IMPROVEMENT PLAN.
84. DEVELOPER WILL PROVIDE STREET SIGNS PER TOWN OF WINGATE AND NCDOT STANDARDS.
85. CONTRACTOR SHALL COORDINATE SIGN LOCATION(S) ON SITE WITH OWNER OR OWNER'S REPRESENTATIVE.
86. TREES WITHIN THE STREET RIGHT OF WAY ARE PROTECTED BY LAW. A PERMIT IS REQUIRED PRIOR TO REMOVAL OF ANY RIGHT OF WAY TREES. ALL TREES OVER 8" IN
DIAMETER AS MEASURED 4.5" ABOVE GROUND AND LOCATED WITHIN THE SETBACK ARE PROTECTED BY LAW.
87. RETAINING WALLS INVOLVING A CULVERT OR LOCATED WITHIN THE INFLUENCE OF A ROAD MUST BE REVIEWED AND APPROVED BY THE APPROPRIATE AGENCY. CULVERTS
MUST HAVE HEADWALLS OR BE COLLARED.
88. CONSTRUCTION OF RETAINING WALL(S) CANNOT BEGIN UNTIL ALL NECESSARY PERMITS ARE ACQUIRED.
89. FIRE APPARATUS ACCESS ROADS SHALL BE DESIGNED AND MAINTAINED TO SUPPORT THE IMPOSED LOADS OF FIRE APPARATUS OF 80,000 POUNDS.
90. ALL REQUIRED NATURAL AREAS AND/OR POST CONSTRUCTION CONTROLS EASEMENTS (PCCEs) MUST BE RECORDED PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF
OCCUPANCY.
91. ANY BUILDING WITHIN THE 100+1 STORMWATER ELEVATION LINE IS SUBJECT TO RESTRICTIONS.
92. ANY CONSTRUCTION OR USE WITHIN THE FUTURE CONDITIONS FLOOD FRINGE LINE IS SUBJECT TO THE RESTRICTIONS IMPOSED BY THE FLOODWAY REGULATIONS OF THE
TOWN OF WINGATE AND UNION COUNTY.
93. CERTIFICATION AND STREET CUT PERMITS ARE REQUIRED FOR UTILITY CUTS ON TOWN STREETS.
94. SIDEWALK WITHIN THE CITY'S R/W THAT REQUIRES REPLACEMENT AS PART OF THE DEVELOPMENT AND/OR STREET IMPROVEMENTS SHOULD BE PHASED IN SUCH AWAY AS TO
MINIMIZE THE DURATION OF THE SIDEWALK CLOSURE TO THE EXTENT FEASIBLE. THE DEVELOPER SHOULD MAKE EVERY ATTEMPT TO HAVE SIDEWALK REPAIRED AND
REOPENED FOR PUBLIC USE WITHIN 30 DAYS OF REMOVAL.
95. NO ON -SITE DEMOLITION LANDFILLS (STUMP HOLES) WILL BE LOCATED ON THIS SITE.
96. DO NOT SCALE DRAWING FOR ACTUAL DIMENSIONS AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION.
97. ANY PLANTING STRIP AREA BETWEEN THE RIGHT-OF-WAY AND SIDEWALK IS TO BE INCLUDED IN AN UNRESTRICTED RIGHT-OF-WAY EASEMENT WHICH ALLOWS UNRESTRICTED
UTILITY INSTALLATION AND MAINTENANCE. A SIDEWALK EASEMENT SHALL BE PROVIDED FOR ANY SIDEWALK LOCATED OUTSIDE OF STREET RIGHT-OF-WAYS.
98. WHEN PLACING ASPHALT AGAINST EXISTING SURFACES, A STRAIGHT EDGE SHALL BE USED TO PREVENT "HUMPING" AT THAT LOCATION.
99. STONE SHALL BE PRIMED IF PAVING IS NOT COMPLETE WITHIN SEVEN DAYS FOLLOWING STONE BASE APPROVAL.
100. ALL CURB AND GUTTER SHALL BE BACKFILLED WITH SOIL APPROVED BY THE INSPECTOR WITHIN 48 HOURS AFTER CONSTRUCTION TO PREVENT EROSION.
101. MATERIALS DEEMED BY THE INSPECTOR AS UNSUITABLE FOR BACKFILL PURPOSES SHALL BE REMOVED AND REPLACED WITH SELECT BACKFILL MATERIAL.
102. ALL TRENCHES IN THE STREET RIGHT-OF-WAY SHALL BE BACKFILLED WITH SUITABLE MATERIAL IMMEDIATELY AFTER THE PIPE IS LAID. THE FILL AROUND ALL PIPE SHALL BE
PLACED IN LAYERS NOT TO EXCEED SIX (6) INCHES AND EACH LAYER SHALL BE COMPACTED THOROUGHLY.
103. UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED TO RISE IN UNBACKFILLED TRENCHES AFTER THE PIPE HAS BEEN PLACED.
104. THE INTERIOR SURFACES OF ALL STORM DRAINAGE STRUCTURES SHALL BE POINTED UP AND SMOOTHED TO AN ACCEPTABLE STANDARD USING MORTAR MIXED TO
MANUFACTURER'S SPECIFICATIONS.
105. ALL PIPES IN STORM DRAIN STRUCTURES SHALL BE FLUSH WITH THE INSIDE WALL.
106. PRIOR TO FINAL ACCEPTANCE, THE DEVELOPER SHALL BE RESPONSIBLE FOR CORRECTING ALL PROBLEMS ASSOCIATED WITH THE PROJECT, INCLUDING THOSE ITEMS NOT
NECESSARILY COVERED BY THE PLANS, TO INSURE THE SATISFACTORY COMPLETION OF THE TOTAL PROJECT.
PLANTING NOTES:
1. ALL QUANTITIES LISTED IN THE DRAWINGS ARE FOR INFORMATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL QUANTITIES AND TO PROVIDE ALL
Q
MATERIALS NECESSARY FOR FULL COVERAGE IN ALL PLANTING AREAS AS SPECIFIED ON THE DRAWINGS. ANY DISCREPANCY SHOULD BE REPORTED TO THE OWNER.
2. ALL PLANTS SHOULD BE IN ACCORDANCE WITH ANSI Z60.1 -2014, AMERICAN STANDARD FOR NURSERY STOCK PUBLICATION, APPROVED APRIL 14, 2014.
3. CALIPER SIZE OF CANOPY TREES ARE TO BE MEASURED PER LOCAL CITY LANDSCAPE ORDINANCE.
4. ALL PLANT MATERIAL SHALL CONFORM TO THE SIZE SPECIFICATIONS CALIPER HEIGHT AND SPREAD GIVEN IN THE PLANT SCHEDULE AND SHALL BE NURSERY GROWN
UNLESS SPECIFIED OTHERWISE.
5. ANY PLANT SUBSTITUTION SHALL BE APPROVED BY LANDDESIGN PRIOR TO PURCHASE.
6. SIZES LISTED ARE MIN. AND REFER TO HEIGHT, UNLESS OTHERWISE SPECIFIED.
7. LANDSCAPE CONTRACTOR SHALL STAKE OUT LOCATIONS OF ALL TREES TO BE PLANTED FOR REVIEW BY LANDDESIGN PRIOR TO INSTALLING. LANDDESIGN RESERVES THE
RIGHT TO ADJUST TREE LOCATIONS IN THE FIELD AS NECESSARY.
8. SHRUB/GROUNDCOVER BEDS SHALL BE STAKED FOR REVIEW BY LANDDESIGN/OWNER'S REPRESENTATIVE PRIOR TO EXCAVATION AND OR BED PREPARATION.
9. LANDSCAPE CONTRACTOR SHALL INSTALL STEEL EDGING BETWEEN PLANTING BEDS AND LAWNS, OR AS SHOWN IN DETAILS.
10. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND UTILITIES. PIPES, STRUCTURES, AND LINE RUNS IN THE FIELD
PRIOR TO THE INSTALLATION OF ANY PLANT MATERIAL.
11. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ADVISE LANDDESIGN OF ANY CONDITION FOUND ON THE SITE WHICH PROHIBITS INSTALLATION AS SHOWN ON THE
DRAWINGS.
12. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION WITH OTHER CONTRACTORS ON SITE AS REQUIRED TO ACCOMPLISH ALL PLANTING OPERATIONS.
13. ALL PLANT MATERIAL SHALL BE MAINTAINED IN A HEALTHY GROWING CONDITION AND MUST BE REPLACED WITH PLANT OF SAME VARIETY AND SIZE IF DAMAGED, DESTROYED,
DEAD AND /OR REMOVED.
14. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR FINE GRADING AND REMOVAL OF DEBRIS PRIOR TO PLANTING IN ALL AREAS.
15. FINAL FINISHED GRADING SHALL BE REVIEWED BY LANDDESIGN. CONTRACTOR IS RESPONSIBLE FOR ANY ADDITIONAL 4-61N OF TOPSOIL REQUIRED TO CREATE A SMOOTH
CONDITION SUITABLE FOR PLANTING.
16. TREES OVERHANGING INTO THE PUBLIC R.O.W. SHALL HAVE A MINIMUM CLEAR TRUNK HEIGHT OF FOURTEEN(14) FEET OVER STREETS, DRIVE AISLES, ALLEYS AND FIRE
LANES. TREES OVERHANGING PRIVATE STREETS, WALKS, AND /OR PARKING LOTS SHALL HAVE A MINIMUM CLEAR TRUNK HEIGHT OF SEVEN (7) FEET.
17. LANDSCAPE CONTRACTOR IS REQUIRED TO PERFORM A TREE PIT PERCOLATION TEST FOR EACH TREE PIT PRIOR TO INSTALLATION. IF TREE PIT DOES NOT DRAIN WITHIN A
24-HOUR PERIOD, THE CONTRACTOR WILL BE REQUIRED TO PROVIDE A GRAVEL SUMP, FILTER FABRIC AND STAND PIPE. ALL TREE PIT SUMPS SHALL BE INCLUDED IN IN THE
CONTRACTOR'S BASE BID AS A UNIT PRICE AND PROVIDE AS A DEDUCT ALTERNATE PER TREE PIT SUMPS NOT REQUIRED TO BE INSTALLED.
18. LANDSCAPE CONTRACTOR IS RESPONSIBLE TO REVIEW SITE ENVIRONMENTAL CONDITIONS PRIOR TO AND DURING INSTALLATION OF PLANT MATERIAL. ANY DISCREPANCIES
OR CONCERNS BETWEEN THE ENVIRONMENTAL SITE CONDITIONS (I.E., SOIL TYPE, WATER, CLIMATE, WIND, SUN EXPOSURE ETC.) AND THE PLANT MATERIAL SPECIFIED WITHIN
THE DRAWING SHALL BE BROUGHT TO THE ATTENTION OF LANDDESIGN AND/OR OWNER, AND SHALL BE DONE SO IN WRITING. CONTRACTOR SHALL PROVIDE SUGGESTED
SOLUTIONS FOR ALTERNATIVE PLANT MATERIAL PROPOSED FOR SUBSTITUTION. LANDDESIGN TO REVIEW CONDITIONS AND INFORMATION SUBMITTED BY CONTRACTOR AND
WILL ISSUE DIRECTIVE. SHOULD PLANT MATERIAL DIE BECAUSE OF ENVIRONMENTAL CONDITIONS DESCRIBED ABOVE, THE LANDSCAPE CONTRACTOR ASSUMES ALL
WARRANTY AND GUARANTEE OF THE PLANT MATERIAL INSTALLED.
19. ALL NEW PLANTING AREAS SHALL BE BACKFILLED WITH PLANTING SOIL THAT IS A MIXTURE OF 40-50% IMPORTED UNSCREENED TOPSOIL, 40-45% COARSE SAND, AND 10%
COMPOST. FINAL TESTED ORGANIC MATTER SHALL BE BETWEEN 2.75 AND 4% (BY DRY WEIGHT). BACKFILL SHALL BE TO A DEPTH OF 18" FOR SHRUB AND GROUNDCOVER
ZONES AND 36" FOR TREE PITS.
20. AFTER PLANTING SOIL MIXES ARE INSTALLED IN PLANTING BED AREAS AND JUST PRIOR TO THE INSTALLATION OF SHRUB OR GROUNDCOVER PLANTINGS, SPREAD 3-4 INCHES
OF COMPOST OVER THE BEDS AND ROTO TILL INTO THE TOP 8 INCHES OF THE PLANTING SOIL. THIS WILL RAISE GRADES SLIGHTLY ABOVE THE FINISHED GRADES, IN
ANTICIPATION GRADES WILL SETTLE WITHIN A FEW MONTHS AFTER INSTALLATION AS COMPOST BREAKS DOWN.
21. IN ALL EXISTING PLANTING AREAS DESIGNATED TO RECEIVE NEW PLANTINGS, SPREAD 3-4 INCHES OF COMPOST OVER THE BEDS AND ROTO TILL INTO THE TOP 8 INCHES OF
THE PLANTING SOIL. THIS WILL RAISE THE GRADES SLIGHTLY ABOVE THE FINISHED GRADES, IN ANTICIPATION GRADES WILL SETTLE WITHIN A FEW MONTHS AFTER
INSTALLATION AS COMPOST BREAKS DOWN. IN NO CASE WILL THIS BE PERFORMED WHERE IT MAY NEGATIVELY IMPACT THE HEALTH OF ADJACENT, EXISTING PLANT
MATERIALS WHICH ARE DESIGNATED TO REMAIN.
22. LANDSCAPE CONTRACTOR TO WARRANTY ALL PLANT MATERIALS FOR A PERIOD OF ONE YEAR. THE CONTRACTOR AGREES TO REPLACE DEFECTIVE WORK AND DEFECTIVE
PLANTS, AND THAT THE OWNER'S REPRESENTATIVE SHALL MAKE THE FINAL DETERMINATION IF PLANTS MEET THE REQUIRED SPECIFICATIONS OR THAT PLANTS ARE
DEFECTIVE. PLANTS DETERMINED TO BE DEFECTIVE SHALL BE REMOVED IMMEDIATELY UPON NOTIFICATION BY THE OWNER'S REPRESENTATIVE AND REPLACED WITHOUT
COST TO THE OWNER, AS SOON AS WEATHER CONDITIONS PERMIT AND WITHIN THE SPECIFIED PLANTING PERIOD. THE REPLACED MATERIALS SHALL ALSO RECEIVE A
WARRANTY PERIOD OF ONE YEAR WHICH STARTS AT THE DATE OF INSTALLATION. BULBS, ANNUAL FLOWERS, AND SEASONAL COLOR PLANTS SHALL ONLY BE WARRANTED
FOR THE PERIOD OF THE EXPECTED BLOOM OR PRIMARY DISPLAY.
PLANTERS/POTS/SEASONAL PLANTING NOTES:
1. SOIL SHOULD BE NUTRIENT -RICH, MOISTURE CONTAINING PLANTING MEDIUM AND BE A MINIMUM 18" DEPTH FOR SEASONALS, PERENNIALS AND SMALL SHRUBS; MINIMUM 36"
DEPTH FOR ALL TREES.
2. A LAYER OF RIVER ROCK SHALL BE PLACED IN THE BASE OF EACH PLANTER POT TO A MINIMUM 6" DEPTH OR AS ALLOWABLE BY REQUIRED SOIL DEPTH. PLACE FILTER FABRIC
BETWEEN SOIL MEDIUM AND RIVER ROCK AND SOIL MEDIUM AND PLANTER EDGES. OVERLAP FABRIC 6" MINIMUM TO MINIMIZE SOIL WASH.
3. PLANTERS POTS WHICH DO NOT RECEIVE IRRIGATION SHALL BE HAND -WATERED. HAND WATERING SHOULD OCCUR MINIMUM 2 TIMES PER WEEK DURING COOLER AND RAINY
SEASONS AND INCREASED TO EVERY 2-3 DAYS DURING HOT/DRY WEATHER. ALWAYS CHECK SOIL 6" BELOW SURFACE FOR SATURATION PRIOR TO WATERING TO PREVENT
OVERWATER ING/DROWN ING OF PLANT MATERIAL.
4. WHEN APPLICABLE, PLANTS TO REMAIN IN CONTAINERS FOR DURATION OF SEASON ARE SHOWN IN THE "PERMANENT" LAYOUT. EACH SEASON WILL HAVE ITS OWN PLANT
MATERIAL, SOME OF WHICH MAY LAST ALL YEAR. ROTATE IN THE PLANTS NOTED FOR EACH SEASON.
5. IF PLANT MATERIAL DIES DURING A SEASON AND IS EXPECTED TO REMAIN FOR AN ADDITIONAL SEASON, CONTRACTOR IS TO REPLACE AT TIME OF NEXT SEASONAL
ROTATION.
6. CONTACT LANDDESIGN FOR ANY REQUIRED SUBSTITUTIONS.
7. ALL PLANTS SHOULD BE FULL AT TIME OF INSTALLATION AND COVER 75% OF POT SURFACE AREA.
8. AVOID PLANTING IN THE ROOT ZONE OF ANY PERMANENT TREES, SHRUBS, OR PERENNIALS.
9. SEASONAL PLANTS SHOULD BE REMOVED FOLLOWING THE FIRST MAJOR FROST DIEBACK AND REPLACED WITH EVERGREEN BOUGHS OR OTHER OWNER APPROVED WINTER
DECOR. TREES, SHRUBS AND PERENNIALS SHOULD REMAIN IN THE CONTAINERS YEAR ROUND AND REPLACED ONLY AS NECESSARY.
IRRIGATION NOTES:
1. IRRIGATION SYSTEM IS DESIGN/BUILD. CONTRACTOR TO PROVIDE DRAWINGS AND CUT SHEETS OF ALL COMPONENTS.
2. PROVIDE AS -BUILT DRAWINGS OF IRRIGATION AFTER INSTALLATION.
MATERIALS + PAVING NOTES:
1. ALL MATERIALS, CONSTRUCTION METHODS, WORKMANSHIP, EQUIPMENT SERVICES AND TESTING FOR ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE PROJECT
DOCUMENTS AND THE GOVERNING AUTHORITIES' REQUIREMENTS. IN THE EVENT OF A CONFLICT BETWEEN THE PROJECT DOCUMENTS AND THE GOVERNING AUTHORITIES'
REQUIREMENTS, THE MORE STRINGENT SHALL APPLY.
2. SUBGRADE PREPARATION, PAVEMENT STRENGTH AND THICKNESS SHALL BE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT PREPARED FOR THIS PROJECT.
2.1. PROOF ROLLING OF STREET SUBGRADE AND AGGREGATE BASE MATERIAL SHALL BE PERFORMED BY THE CONTRACTOR IN THE PRESENCE OF THE APPROPRIATE
INSPECTOR.
2.2. PAVEMENT SUBGRADE SHALL BE GRADED TO PREVENT PONDING AND INFILTRATION OF EXCESSIVE MOISTURE ON OR ADJACENT TO THE PAVEMENT SUBGRADE.
3. BREAKOUTS FOR REMOVAL OF EXISTING PAVEMENT AND CURBS SHALL BE MADE BY FULL DEPTH SAW CUT WHEN ADJACENT TO PROPOSED PAVEMENT AND/OR CURBS.
4. PROPOSED PAVEMENT AND/OR CURBS INTENDED TO TIE INTO EXISTING SHALL MATCH THE ELEVATION OF EXISTING PAVEMENT AND/OR CURBS.
5. PAVEMENT MARKINGS
5.1. PAVEMENT MARKINGS SHALL BE PROVIDED IN ACCORDANCE WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)"
5.2. FIRE LANES SHALL BE STRIPED AND/OR SIGNED IN ACCORDANCE WITH THE GOVERNING AUTHORITIES' REGULATIONS.
5.3. ALL ACCESSIBLE PAVEMENT MARKINGS SHALL COMPLY WITH ADAAG STANDARDS AND STATE AND LOCAL CODES.
6. IF APPLICABLE, CONTRACTOR SHALL REFER TO THE SITE CIVIL, MEP AND IRRIGATION PLANS FOR CONDUIT TO BE INSTALLED UNDER PAVEMENT PRIOR TO COMMENCING
PAVEMENT SUBGRADE PREPARATION.
7. ALL TESTING SHALL BE PERFORMED BY A QUALIFIED TESTING LABORATORY, EMPLOYED AND PAID DIRECTLY BY THE OWNER. TESTING SHALL BE PERFORMED, AT A MINIMUM,
IN ACCORDANCE WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT, NCDOT AND OTHER GOVERNING AGENCIES SPECIFICATIONS. IN THE EVENT THE RESULTS OF
THE INITIAL TESTING DO NOT COMPLY WITH THE PLANS AND THE SPECIFICATIONS, SUBSEQUENT TEST NECESSARY TO DETERMINE THE ACCEPTABILITY OF CONSTRUCTION
SHALL BE AT THE CONTRACTOR'S EXPENSE. PAVEMENT FOUND TO BE DEFICIENT IN STRENGTH OR THICKNESS SHALL BE REMOVED AND REPLACED SOLELY AT THE EXPENSE
OF THE CONTRACTOR.
ACCESSIBILITY NOTES:
1. MAX CROSS SLOPE ON SIDEWALKS SHALL BE 2% MAXIMUM, UNLESS NOTED OTHERWISE.
2. ALL CURB RAMPS SHALL BE BROOM FINISHED PERPENDICULAR TO SLOPE.
3. ALL CURB RAMPS SHALL HAVE A 1:12 MAX SLOPE IN THE DIRECTION OF TRAVEL, 2% MAX CROSS SLOPE.
1. BASE INFORMATION, INCLUDING EXISTING CONDITIONS, TOPOGRAPHY, EXISTING UTILITIES, AND BOUNDARY INFORMATION IS FROM SURVEY BY: LDSI.
2. WRITTEN DIMENSIONS PREVAIL OVER SCALED DIMENSIONS. NOTIFY LANDDESIGN OF ANY DISCREPANCIES.
3. DIMENSIONS ARE TO FACE OF OBJECT / BACK OF CURB, UNLESS NOTED OTHERWISE.
4. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL UNDERGROUND UTILITIES, PIPES, STRUCTURES, AND LINE RUNS IN THE FIELD PRIOR TO CONSTRUCTION. ANY
DAMAGE TO NEW AND EXISTING UTILITIES ARE TO BE REPAIRED IMMEDIATELY AT NO ADDITIONAL EXPENSE TO THE OWNER. LANDDESIGN ASSUMES NO RESPONSIBILITY FOR
ANY UTILITIES NOT SHOWN ON PLANS.
5. CONTRACTOR IS RESPONSIBLE TO PROVIDE AND INSTALL ALL ITEMS PER DRAWINGS AND SPEC IFICATION(S).
6. THE CONTRACTOR SHALL EXAMINE AND BECOME FAMILIAR WITH ALL CONTRACT DOCUMENTS IN THEIR ENTIRETY. SURVEY THE PROJECT AND BECOME FAMILIAR WITH THE
EXISTING CONDITIONS AND SCOPE OF WORK. ALL COSTS SUBMITTED SHALL BE BASED ON THOROUGH KNOWLEDGE OF ALL WORK AND MATERIALS REQUIRED. ANY
DISCREPANCY AND/ OR UNCERTAINTY AS TO WHAT MATERIAL OR PRODUCT IS TO BE USED, SHALL BE VERIFIED WITH THE OWNER OR LANDDESIGN PRIOR TO BIDDING.
7. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES REQUIRED FOR SAFE EXECUTION
AND COMPLETION OF WORK, AND FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK.
8. IN THE EVENT A DISCREPANCY IS FOUND IN THE CONTRACT DOCUMENTS, THE OWNER & LANDDESIGN SHALL BE NOTIFIED IMMEDIATELY.
9. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION.
10. CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AT THIS SITE AND AND BE RESPONSIBLE FOR ACCURACY AND CORRECTNESS OF SAME.
11. CONTRACTOR SHALL COORDINATE WORK WITH ALL OTHER TRADES AND NOTIFY OWNER & LANDDESIGN OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION.
12. THE CONTRACTOR AND OR OWNER SHALL EMPLOY, AS REQUIRED BY GOVERNING AUTHORITIES, AN APPROVED TESTING LABORATORY TO MAKE ALL TESTS FROM CONCRETE,
SOIL COMPACTION, WELDING, ETC. TO INSURE COMPLIANCE WITH PLANS, STANDARDS AND CODES. COST SHALL BE INCLUDED AS INCIDENTAL TO THE CONTRACT.
13. ALL EXISTING WORK OR LANDSCAPING NOT SHOWN TO BE ALTERED OR REMOVED SHALL BE PROTECTED FROM DAMAGE DURING CONSTRUCTION. THE CONTRACTOR(S)
SHALL BEAR THE TOTAL EXPENSE FOR, AND SHALL REPAIR TO EXISTING CONDITIONS, AND DAMAGE TO EXISTING CONSTRUCTION EQUIPMENT, OR IMPROVEMENTS NOT
INDICATED IN THE DRAWINGS OR SPECIFICATIONS TO RECEIVE ALTERATION, ADDITIONS OR REMOVAL.
LAYOUT NOTES:
1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH UNION COUNTY, TOWN OF WINGATE AND THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
STANDARD SPECIFICATIONS AND CONSTRUCTION STANDARDS, AND STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.
2. EXISTING UTILITIES ARE SHOWN SCHEMATICALLY AND ARE FOR THE CONTRACTOR'S GUIDANCE ONLY. THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN
ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE CONTRACTOR MUST
CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING IMPROVEMENTS IN THE CONSTRUCTION OF THIS PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR
REPAIRS OF DAMAGE TO ANY EXISTING IMPROVEMENTS DURING CONSTRUCTION. REPAIRS SHALL BE EQUAL TO OR BETTER THAN CONDITION PRIOR TO CONSTRUCTION.
4. ALL ONSITE PAVING DIMENSIONS ARE TO THE BACK OF CURB, WHERE APPLICABLE, UNLESS NOTED OTHERWISE.
5. ALL CURB RADII AND SIDEWALK RETURNS ARE 2' UNLESS NOTED OTHERWISE.
6. ALL PAVING AND EARTHWORK OPERATIONS SHALL CONFORM TO THE PROJECT GEOTECHNICAL REPORT.
7. BOUNDARY SURVEY: BOUNDARY SURVEY INFORMATION IS BASED ON THE BOUNDARY SURVEY PREPARED BY LDSI. REFER TO THE BOUNDARY SURVEY AND PLAT TO VERIFY
PROPERTY LINES AND EASEMENT LOCATIONS.
8. BUILDING DIMENSIONS: THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS TO VERIFY THE EXACT BUILDING DIMENSIONS.
GRADING NOTES:
1. STAKE PER SPOT ELEVATIONS AND NOTED SLOPES. CONTOURS ARE PROVIDED FOR MASS GRADING/INTENT ONLY.
2. WRITTEN DIMENSIONS AND GRADES PREVAIL OVER SCALED DIMENSIONS. NOTIFY LANDDESIGN OF ANY DISCREPANCIES.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIM/HERSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES, PIPES, STRUCTURES AND LINE RUNS.
4. CONTRACTOR IS RESPONSIBLE FOR ALL FINAL QUANTITIES PER DRAWINGS AND SPECIFICATIONS. ANY QUANTITIES PROVIDE BY LANDDESIGN ARE PROVIDED FOR
CONVENIENCE ONLY AND SHALL NOT BE CONSIDERED ABSOLUTE. LANDDESIGN SHOULD BE NOTIFIED OF ANY GRADING DISCREPANCIES.
5. ALL SPOT ELEVATIONS SHOWN ON GRADING PLAN ARE TO EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. ALL RIM ELEVATIONS ARE TO EDGE OF PAVEMENT.
6. REFER TO GEOTECHNICAL ENGINEER AND GEOTECH REPORT FOR INFORMATION ON SUBSURFACE MATERIALS, TOPSOIL, STRUCTURAL MATERIAL, DEEP FILLS, EXCAVATION,
AND FOUNDATIONS.
7. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION MUST BE
OBTAINED FROM THE AFFECTED PROPERTY OWNERS.
8. IN ORDER TO INSURE PROPER DRAINAGE, KEEP A MINIMUM OF .5% SLOPE ON THE CURB.
9. ALL PLANTING ISLANDS SHALL BE GRADED TO MOUND TO PROVIDE POSITIVE DRAINAGE.
10. CONTRACTOR TO VERIFY 2% MAX. CROSS -SLOPE ON ALL SIDEWALKS.
11. CONCRETE SIDEWALKS ADJACENT TO TREE SAVE LOCATIONS SHOULD BE POURED ON TOP OF EXISTING GRADE.
12. REFER TO LANDSCAPE PLAN FOR ALL TREE PROTECTION FENCE LOCATIONS AND INSTALLATION PROCEDURES. BEFORE GRADING/CONSTRUCTION BEGINS, CALL FOR
INSPECTION OF TREE PROTECTION BARRICADES. NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS, TRAFFIC, BURIAL PITS, TRENCHING, OR OTHER LAND
DISTURBING ACTIVITY ALLOWED IN THE TREE PROTECTION ZONE.
13. DIMENSIONS ON BUILDINGS ARE FOR GRADING PURPOSES ONLY AND ARE NOT TO BE USED TO LAYOUT FOOTINGS.
14. GRADING CONTRACTORS SHALL NOTIFY AND COOPERATE WITH ALL UTILITY COMPANIES OR FIRMS HAVING FACILITIES ON OR ADJACENT TO THE SITE BEFORE DISTURBING,
ALTERING, REMOVING, RELOCATING, ADJUSTING OR CONNECTING TO SAID FACILITIES. CONTRACTORS SHALL PAY ALL COSTS IN CONNECTION WITH THE ALTERATION OF OR
RELOCATION OF THE FACILITIES. CONTRACTORS SHALL RAISE OR LOWER TOPS OF EXISTING MANHOLES AS REQUIRED TO MATCH FINISHED GRADES.
15. GRADING CONTRACTOR SHALL COOPERATE AND WORK WITH ALL OTHER CONTRACTORS PERFORMING WORK ON THIS PROJECT TO INSURE PROPER AND TIMELY COMPLETION
OF THIS PROJECT.
16. CONTOURS ARE PROVIDED FOR GENERAL INTENT ONLY. SPOT ELEVATIONS SHALL SUPERCEDE. NOTIFY LANDDESIGN OF ANY DISCREPANCIES IMMEDIATELY.
CKEECH ASSOCIATES
1000 W. Morehead St.
Suite 120
Charlotte, NC 28208
p 704.376.6000
www.creech-design.com
THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PA ARE SUBJECT TO
THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUAL
PROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONIC
INFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THE
ELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESS
OTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT.
LandDe&m. •
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
VWVW.LANDDESIGN.COM
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CKEECH (0 ASSOCIATES
1000 W. Morehead St.
Suite 120
Charlotte, NC 28208
p 704.376.6000
www.creech-design.com
THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PA ARE SUBJECT TO
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ELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESS
OTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT.
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CHARLOTTE, NC 28202
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Project Number: """ ,6
Date: 11/06/2020
EXISTING
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,`' ROBERT MATHIS TIMOTHY CHARLES HUGGINS \ I "l""
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PID- 09057011A
PROPERTY LINE
LIMITS OF DISTURBANCE
TEMPORARY SILT FENCE (CLDS 30.06A)
TREE PROTECTION (CLDS 40.02)
EXISTING CURB/WALL TO BE REMOVED
EXISTING ASPHALT TO BE REMOVED
EXISTING VEGETATION TO BE CLEARED
DEMOLITION LEGEND
DEMOLITION NOTES:
I . DEMOLITION AND REMOVAL OPERATIONS SHALL COMMENCE AFTER
ALL EROSION CONTROL MEASURES ARE IN PLACE AND ARE
FUNCTIONAL.
2. EXTENT OF SITE CLEARING IS SHOWN ON EROSION CONTROL PLANS.
3. SITE DEMOLITION WORK INCLUDES, BUT IS NOT LIMITED TO:
3.A. LANDSCAPE
3.B. HARDSCAPE
3.C. SITE UTILITIES
4. CONDUCT SITE DEMOLITION OPERATIONS TO ENSURE MINIMUM
INTERFERENCE WITH ROADS, STREETS, WALKS, AND OTHER
ADJACENT OCCUPIED OR USED FACILITIES. DO NOT CLOSE OR
OBSTRUCT STREETS, WALKS OR OTHER OCCUPIED OR USED FACILITIES
WITHOUT PERMISSION FROM AUTHORITIES HAVING JURISDICTION.
5. DEMOLITION DEBRIS, EXCEPT AS OTHERWISE NOTED, SHALL BECOME
THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM
THE SITE. ALL DEBRIS SHALL BE DISPOSED OF OFF -SITE BY THE
CONTRACTOR IN A LEGAL LANDFILL IN A TIMELY MANNER. NO
SALVAGE OR SALE OF DEMOLISHED MATERIALS ON SITE WILL BE
ALLOWED WITHOUT PERMISSION FROM THE OWNER.
6. LOCATE EXISTING ABOVE GROUND AND UNDERGROUND UTILITIES IN
AREAS OF WORK. IF UTILITIES ARE TO REMAIN IN PLACE PROVIDE
ADEQUATE MEANS OF SUPPORT AND PROTECTION DURING
DEMOLITION OPERATION.
7. SHOULD UNCHARTED, OR INCORRECTLY CHARTED PIPING OR OTHER
UTILITIES BE ENCOUNTERED DURING DEMOLITION, CONSULT PROJECT
ENGINEERAND UTILITY OWNER FOR IMMEDIATE ACTION.
8. PROTECT STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS, AND
OTHER FACILITIES FROM DAMAGE CAUSED BY SETTLEMENT, LATERAL
MOVEMENT, UNDERMINING, WASHOUT AND OTHER HAZARDS
CREATED BY THE DEMOLITION OPERATION.
9. CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO EXISTING
CONDITIONS OR BETTER UNLESS OTHERWISE NOTED OR AS PART OF
CONTINUING CONSTRUCTION ACTIVITY PER SITE DEVELOPMENT
PLANS AS PERMITTED.
10. CONTRACTOR TO REMOVE ALL VISIBLE OR REASONABLY IDENTIFIABLE
MATERIAL, EQUIPMENT, ETC. FROM THE SITE IF NOT NEEDED AT
CONTRACTORS EXPENSE.
11. THE LOCATION OF ALL UTILITIES SHOWN ON THE PLANS HAVE BEEN
DETERMINED FROM AVAILABLE INFORMATION AND ARE GIVEN FOR
THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER AND
OWNER ASSUME NO RESPONSIBILITY FOR
INACCURACY.CONTRACTOR IS FULLY RESPONSIBLE FOR
CONTACTING ALL APPROPRIATE PARTIES AND ASSURING THAT
UTILITIES ARE LOCATED PRIOR TO THE COMMENCEMENT OF
CONSTRUCTION. CALL NC ONE CALL (PREVIOUSLY ULOCO) AT
1-800-632-4949 FOR UTILITY LOCATING SERVICES48 HOURS PRIOR TO
COMMENCEMENT OF ANY WORK. CONTRACTOR SHALL VERIFY
LOCATION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO
CONSTRUCTION.
12. ALL DEMOLITION AND CONSTRUCTION SHALL COMPLY WITH ALL
APPLICABLE BUILDING CODES AND LOCAL RESTRICTIONS. THE
CONTRACTOR MUST COMPLY WITH ALL OF THE CONTRACTOR
REGISTRATION REQUIREMENTS OF ALL GOVERNING AUTHORITIES.
13. PRIOR TO THE COMMENCEMENT OF DEMOLITION, THE CONTRACTOR
SHALL COORDINATE ACTIVITIES WITH ALL UTILITY COMPANIES
SERVING THIS AREA. CONTRACTOR TO COORDINATE FULLY WITH
THE UTILITY COMPANIES ON THE EXACT LOCATION OF ALL
UNDERGROUND UTILITIES PRIOR TO EXCAVATION. CONTRACTOR
SHALL BE RESPONSIBLE FOR COORDINATING RELOCATION OR
REMOVAL OF EXISTING PRIVATE AND PUBLIC UTILITIES AS REQUIRED.
RELOCATION COORDINATION SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR. ASSOCIATED FEES SHALL BE THE RESPONSIBILITY OF
THE OWNER.
14. ALL PAVING REMOVAL AND DEMOLITION SHALL BE PERFORMED AS
SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER OR
OWNER.
15. RELOCATION OR REMOVAL OF OVERHEAD OR UNDERGROUND
UTILITIES SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY
COMPANY.
16. ALL PROPOSED PAVEMENT CUTS SHALL BE SAW CUT ONLY.
17. CONTRACTOR SHALL PROVIDE A MINIMUM OF 72 HOURS ADVANCE
NOTICE TO THE OWNER PRIOR TO STARTING DEMOLITION
ACTIVITIES.
18. CONTRACTOR SHALL VERIFY AND PROTECT ALL PUBLIC UTILITIES.
ANY WORK ASSOCIATED WITH SAID UTILITIES TO BE COORDINATED
WITH APPROPRIATE UTILITY COMPANY. DEMOLITION OF UTILITIES
WHICH ARE ACTIVE SHALL BE SEQUENCED TO ALLOW FOR
INSTALLATION OF NEW OR REROUTED LINES, PRIOR TO REMOVAL OF
EXISTING PORTION. REFER TO UTILITY PLANS FOR PROPOSED WORK.
19. ALL UNDERGROUND UTILITIES PREVIOUSLY SERVING EXISTING
STRUCTURES TO BE REMOVED AND OR ABANDONED IN PLACE UNLESS
INDICATED TO REMAIN.
20. CONTRACTOR SHALL COORDINATE STORM DEMOLITION WITH
STORM DRAIN IMPROVEMENTS TO MAINTAIN POSITIVE DRAINAGE.
21. SHOULD THE CONTRACTOR ENCOUNTER ANY ADDITIONAL ITEMS
THAT MAY REQUIRE DEMOLITION (FENCES, GUARD RAIL, ETC.) - THE
CONTRACTOR SHALL CONTACT THE ENGINEER FOR FURTHER
DIRECTION.
22. DEMOLITION WITHIN ADJACENT RIGHT OF WAYS SHALL BE
COMPLETED IN ACCORDANCE WITH THE TRAFFIC CONTROL
REQUIREMENTS OF THE W.A.T.C.H. MANUAL. CONTRACTOR SHALL
INSTALL NEW CURB AND GUTTERAND STREET PAVEMENT
IMMEDIATELY FOLLOWING DEMOLITION ACTIVITIES THAT OCCUR IN
THE RIGHT OF WAY PER SITE PLAN.
23. CONTRACTOR SHALL CONTACT NCDOT PRIOR TO CONSTRUCTION,
TO OBTAIN THE NECESSARY RIGHT OF WAY PERMITS FOR ANY
CONSTRUCTION ACTIVITIES WITHIN THE PUBLIC RIGHT OF WAY.
CKEECH (0 ASSOCIATES
1000 W. Morehead St.
Suite 120
Charlotte, NC 28208
p 704.3 76.6000
www.creech-design.com
THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES PA ARE SUBJECT TO
THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUAL
PROPERTY SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONIC
INFORMATION IN ANY FORM THE USE OF THESE DOCUMENTS OR THE
ELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESS
OTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT.
LandDesi&m.
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
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Project Number: "„„ ;6
D
EXISTING CONCRETE TO BE REMOVED �11 11 o Date: ,,,,,,,,;
020
D
LD
EXISTING GRAVEL TO BE REMOVED � f Z,:)
DEMOLITION
EXISTING TREE TO BE REMOVED I PLAN
x__ \1
EXISTING UTILITY LINE TO BE REMOVED / XXXXXXXXXXXXX
RELOCATED/ABANDONED
EXISTING UTILITY STRUCTURE / POLE x
TO BE REMOVED/RELOCATED
c1_00
PROPOSED STABILIZED CONSTRUCTIONE0_1�
6:1 °V= 40'
ENTRANCE (CLDS 30.11A)
0 20 40 80

\\ /\ \ \ v\ \ \ \ v , .,.,." \ \ ,,,, ,,,, ,,,,,, , ,, ,,,, ,, \ \ 1� A \,� � � I � , EROSION CONTROL NOTES:
\ \ \ ROBERT MATHIS / TIMOTHY CH \\ ARL'S HUGGINS \ \ \\1, I",\ \ 1. CONTRACTOR TO PROVIDE AS MUCH SPACE AS POSSIBLE
\ \ AFF \ \ \ PI D: 090570 C \` T \ \ \ \ � BETWEEN TOE OF FILL SLOPE AND SILT FENCE.
\ \ PID 09057010D / \ \
\\ �' \
\ \ \ \ PIE: 5347 PG. 628 / PIE: 1172 PG.��7 \ '" r \ \11, \ \ \ 2. PLEASE CONTACT NCDEQ TO ADVISE ON START DATE AND
\ / , ,,, _\"rN
(s , \ \ SCHEDULE PRE CONSTRUCTION MEETING.
\ \ \ \
\{ `\..,.
\ \ \ \\ \`�-- ,,,, / r \„ <( \ TOTAL D E N U D E D AR EA. 3. ON -SITE BURIAL PITS REQUIRE AN ON -SITE DEMOLITION
\w­11-11 LANDFILL PERMIT FROM THE ZONING ADMINISTRATOR.
.... \
...... ..... .. \
L ',,. \
1171AC
11,,,..:;,,, v, :;` ,,\.,AD,\ 4. ANY GRADING BEYOND THE LIMITS OF CONSTRUCTION SHOWN
.,..\\ \\ \ \ I I PRIVATE DRIVE r. )r,, , ; .-)'.
- \ ;\, (I.,., #„, \\ \ ON THIS PLAN IS SUBJECT TO A FINE.
11.
. \
.. f,,,, PROPERTY LINE F� r .,.......,,'. - \ A I \ \
., 5. ION
_ / ,,......!" �,,� .,.... 1 �� -w ., :�:, ), (,? ,,,,.,,.. A V GRADING 1 ACRE OR MORE WITHOUT AN APPROVED EROSION
, r I,,,,...°., � :�;( � `.,,, � C(::`,,(.,,, L„/ ,�. �� \ \ CONTROL PLAN IS A VIOLATION AND SUBJECT TO A FINE.
„l.hr
1 I
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�,� II; �,
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°,,. 1:,1 I+, l 1 I+, l 1 I+ .l , l 1 I+°. l 1 I+°,,. i:, I L, .J I .° .°,., A
:::13.. ,:, , " .,, '.° � .., �4 r(, ..- J �„ 6. ALL SLOPES MUST BE SEEDED AND MULCHED WITHIN 7
,r 1:1111,\: ,. ``, l:._, Ciml ( r ( v„ ,F l � U, ( � .J 5 :.,o- b � .,
P
`V
\ .,,, .,,, a, /„ ,...., ..., ..... ... , - Dr , r�:,.r ... ', , \ � \ CALENDAR DAYS.
�1 �, �:,.r�:,.y '
,," ,° Q 1 ,,,, . , 6 . J,„,. 4:. .,, °.... , ,., h F . ,...., �.:,.Y �.:,.y �.:,.Y �.:,.Y t,,. / s/ , `` , " `d „,
A ,r , r " .,,,,,.,„„ r - ,° r " e n , , ...., l ....... ���.„,. Y I:,.Y 1:,.y C,,,i ,b e:,,:% s..� l ,, ,„,,,,,,, , °.r E / • ,. A \
�::
, rC °,, � �' J,.r � �:,.r �:,.r \ 8 C �:,°r �:,°r v � �:,°r \ t Q f ,�.i , e,,, `s ` ,.,,r � ` �i';�t \
,� \ �,-,.,.,,, %EI,. A v \ ,,,,, 5,+I,, / .
(,", A \ A L,::,. U, �, ,,,.,, A
""''"�� /°,, t,,, s� `�'' .���' ` �, �, �, k !G,;1„�- � 7. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT
, . ...�, 1�„) 0 \ O A \ ��,,
111­11\
\ \
.,, �\�\ .....,, ' " ••. ,nFA \ \ \ I I MAY BE REQUIRED BY THE EROSION CONTROL COORDINATOR.
v
r
s \ Q \ r� k,. , r
% v �,..v., v ,,.. ,,,,,,.- A.1
\ < I
11",r', \ l �,,, „-.. --•' T, , , 8. SLOPES SHALL BE GRADED NO STEEPER THAN 3.1. FILL SLOPES
\ „v,,,,,'., f \ \ 0,iiil(„+�"I_ ;;:,; ,,;, ,.\r �,7,`.� \ I C GREATER THAN 10 REQUIRE ADEQUATE TERRACING. SLOPES
\ \
O / �„,
\\ , \ \`'v1 "}" \ ` \ (%� GREATER THAN 3:1 SHALL RECEIVE MATTING.
, 1 ._
v v PLF ..,..I'll ., d: o. o. r•N" „ < `"�,.. - , • ....,, 1 \ ,. t',,,,.,/•.," ")/ �D , ` t r„r�� ,," T `1 VV \s O " �l \ ,..,•;1 0, 4,.. r�„ \
r' ,-' I
"'' I t4,� r ` \ 3O' SANITARY "'o',A r` +1 ,,;(, },, A A 9. ALL ELEVATIONS ARE IN REFERENCE TO THE SURVEYORS
v,"
` r' {r: - j BENCHMARK WHICH MUST BE VERIFIED BY THE GENERAL
r "" \ SEWER EASEMENT O r' \I
,.� „ a„ /
\., \ \ Q CONTRACTOR PRIOR TO GROUND BREAKING.
\ / / �`
, �2v ),^1,„. „ ,r
SUB-DA STONE OUT
\!\`r t,
\ ' 8 �\ r
- r \ V \ �` 10. ALL EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE
r � A I 6,683 SF ,r I' ``�
\ .,,,\ '� \ l I 0.153 ACRES 1"',, r t ter '' "�:I � .1/i� � `V �� \ ``� j WITH THE N.C. EROSION AND SEDIMENT CONTROL PLANNING
/ - \ \ \ \ - O PROP. 12" PVC PIPE FROM EXISTING ,.,) 'r \l \ \ 6'p, p, I I I AND DESIGN MANUAL.
W ` EXISTING UNDISTURBED DRAINAGE y \ \ \
E /, � \ , \ OUTFALL TO EXISTING BMP \ \ ( P3' "' � AREA TO STORM ON PRESSON ROAD r` 11 i \ `� � \ '0 I I \
f \ \ \ \ / / \ \ \ i �_.,':' \111� � \ v,, G O \ 11. PERMANENT CUT AND FILL SLOPES PLACED ON A SUITABLE
/ \ r
/ \ / ` 64,493 SF \ �... \\ /J j I \
i' ' \ \ - 1,,,( ` - \ \ sa " V,...,,., " ( `r \ \ �j {/ FOUNDATION SHOULD BE CONSTRUCTED AT 3:1 (HORIZONTAL
­11-1I / U,yy, ,, \ � / - \ s„ �\ EXISTING OUTFALL 1.50 ACRES �I \ � I� ' \ \ "" \ TO VERTICAL) OR FLATTER. PERMANENT SLOPES OF 3:1
.. L;s \ /TO
/ \ ' ��, \ ` C ! �A O ", \ v \ SHOULD BE CONSTRUCTED WHERE MOWING IS DESIRABLE AND
11 .1(,,.,,, , �., �' A A\EE v //,,,.:r \ A v \r� 1 V �G� '�J AS INDICATED. IF FILL MATERIAL IS BROUGHT ONTO THE
" \ DAYLIGHT 78 LF OF -_ \ y/ '" \ \ \ O `` \ PROPERTY OR IF WASTE MATERIAL IS HAULED FROM THE
\ " i � .,. V \`� \ ` \\ \ / \ 1 - v� \ \ \ PROPERTY THEN THE CONTRACTOR SHALL DISCLOSE THE
12 PVC AT 532.00 Q \ \
\ \
r, EXISTING UNDISTURBED \ \
LOCATION OF ANY ON SITE AND/OR OFF SITE BORROW
_1111,J \ �I \ \ \ t, \,,,. % ,1 \ \ \ LOCATION AND/OR WASTE BURIAL LOCATION TO THE EROSION
I \ \ 11 \ 1 /, ; ' / \ DRAINAGE AREA TO \ \ ,,,, \
\ /' ` ;, / ',,•. /� ,, \ `"'/_" EXISTING OUTFALL ` I \ ` \ \ \ CONTROL INSPECTOR. BORROW AND WASTE SITES MUST HAVE
,ram,, / ( APPROVE EROSION CONTROL PLAN
/ \ \ // / / \ za - i, \ \ 27,684 SF \ i \ \'1'`` PROP. LIMITS OF \ \
PROP. SILT FENCE L: ......,, \ vrr "w... \ .635 ACRES ` \ \ii. \ \ ` I T \
I ' , i 1 \ � � r' \ V , \ 0 v �. \ DISTURBANCE TYP. \ 12. LIMITS OF CLEARING SHOWN ARE BASED ON CUT AND FILL
\\ t',, 1, 8,,,1 ! � _ \ ` ,/ STONE OUTLET 1A (TYP.) ,. r3„ \PAT \\ \ �, , ' \ \ \ (TYP.) \ 1
I \ \ - eLEv:s3oTs A' \ " 1 "":..) Krr " \ SLOPES OR OTHER GRADING REQUIREMENTS.
I I w
,r`
\ G \ / / / \ \ ,r r`,,., X�'
) o A, `� \ 13. CONTRACTOR SHALL INSTALL ALL EROSION CONTROL
/w
T FENC ) \ I
\ \\ r \ \ \ . PROP SI E (TYP._,, L, MEASURES AS INDICATED PRIOR TO GRADING OPERATIONS. NO
,.°.. \ �,\ - _/////11 r WITHOUT APPROVAL OF EROSION
,\ \\ \ r\ \
I I / --'1111\
- - \ r ,% r En s,,,, CONTROL COORDINATOR.
' ,,, "
1��1. 4 'IF � I � I I` � - SUB-DA STONE OUTLET 1B .. °� V �, a� �.,,.,,.� i(f;.V \\ \\
- - // A ., \
```` \ \
" f ',: I it 20 569 SF \ \ \ iig„
M14. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY WITH
/�I I � ,� \ EXISTING PERMANENT SEDIMENT BASIN \ 0.472 ACRES "`"" PROP. INLET \ '' \ \ EXISTING CONTOURS.
/I „" A ys�:r` REFER TO L.B.S. & ASSOCIATES UNION COUNTY / , / 1 , \ " \ V \ \ \:°,:, \ \
.111"/ / , r A, ' \ \ \ \ PROP. ROCK CHECK PROTECTION (TYP.) \ \ \ \ \ 15. ALL DISTANCES ARE HORIZONTAL GROUND.
,",," JAIL EROSION CONTROL PLAN, PROJECT NO. 91010, \ \
,
\,.. DATED OCT 12, 1992 y DA (Y )-;',f~„ ` r,
\ \ ,,. / �. /
.,......., \ M (TYP. ;.,
5�� / O r \\\\ p, \ \\ \ \ \\ \ \ 16. ANCHOR SILT FENCE WITH STONE ON TREE PROTECTION
" „ L . ` \"`' '` r ,r /S) ZONES. DO NOT BURY.
`\ ,
PROP SILT FENCE
.,
, „
...... STONE OUTLET 1 B P \ r''� \ r \ \ \ \
- ., .. / t \
I _ ,.,.,.. \ \
) _ 17. REQUIRED FOR ALL INLETS LOCATED IN
- \
- \ :,/ rr r
•. \� � \� r,r'� , INLET PROTECTION IS
- \ (� THE WORKING AREA
...,. -
v °„°.. ..rf` t
,,rt
,rr \,`
\ „
_ .
,, \
..,.. , ,.., "... ,,r
rt \\\.rrfrf .
�..
_ ,,, .,,, ,,,,,,„„. , , ,,,,,,,,,,,. ,,,,,,,, , ,,,,,, ,F. � � � l r ,,,,, ,'ELEV: 5495 G,,)t' ,,, �,; , I' \l \\
�� l m/„lllllllk - _ - I` ,t 18. INLET PROTECTION IS REQUIRED FOR ALL PHASES OF THE
»,luu,,,,,uu,,,,,,,,,uu,,,,,uu„i�Ilr \ PROP. TEMPORARY „
❑ Q
- - ,,,,.,, ..,... .11,111,11111, \ \ \ \ \ PROJECT AND UNTIL THE DISTURBED AREA IS FULLY
Y _
w,
- - - - - - - - If- / % ` DIVERSION DITCH (TYP.) .,..,....,
- - - - \ - - ��.. Q� , I\ \ STABILIZED.
w .,. !.P _ , ,,.,, PROP. INLET I
.,.
\ i i / 19. STABILIZED AND
/ .,°,,,. ......,°.°.°. , °,°„°„ - � °°.,°.,°,°, .., ...., .,.,.. ..., .,,,.. ... .,..,. __1 ,,,., ELEv s3azs .°,°, • / � .,, / `, PR CTIO V`,..,'�, I f A SEDIMENT TRAP AND BASIN SLOPES SHALL BE S
\ � 41
/..'
.... _
•° A / i � QlV <-©1` �� !' ,^ � /� \ `v N (�P') � + \'Ys, � / SEEDED IMMEDIATELY AFTER CONSTRUCTION.
_-, ,
�W ---- s4 / \\
.. - �m,.. - 11 \ A \ 1
OTE
r' �u �r ---
i - - - - - - -
- 7 \,.,..° EXISTING FACILITY ENTRANCE AND \
.i'I ' """'-. ..,,,,, / " 1' .., SUB DA STONE OUTLET 2+I I A ���� /A' DRIVE TO REMAIN IN PLACE AND IN 20. CONTRACTOR TO REPLACE ALL STAGING AND STOCKPILE
/ / I •"'-- . -.,.., ... PROP. SILT FENCE 9s v \ AREAS TO PRE CONSTRUCTION CONDITIONS. PROVIDE PHOTO
r` �� 'x' . A «r°""'" OPERATION UNTIL NEW DRIVEWAY AND A
III � Al ., _', / rr'" r STONE OUTLET 2 (TYP.) 15,538 SF % s I LE s485 O DOCUMENTATION OF PRE -CONSTRUCTION CONDITION AT THESE
I .,.,.., .1 .. . . .......... .. . .......rr f I r 0.357 ACRES ` �'I,',:' p� „ CONNECTION AREA ARE COMPLETE. A AREAS
I 1 �,
�s' \
_, , / \
".
rw
w I v
1I I ..-r ) I l p+' \ �� '�, \ \ / CONSTRUCTION SEQUENCE
,r j`
A,-..�, A / l ��� \R FL ES TYP
o
, (r(,} (­11-1­11-1­11-11 / 1. GRADING/EROSION CONTROL PLAN APPROVAL FROM
1�11 �,.., / ...,, .,., �� / ' 1 \ 1r, NOCDEQ.
.. / °"' /,� G;P,,, P,£; ....� �. � - "`_IIIIIIIIIIIIIIIIIIIIIIIII saw SirSAS v. " , \+
ELEv. s4sa .
- Vv ...,.. ., „_ ., r, '. (,�„ ., ���1111111111111111111111111 �'�� % 2. FLAG THE CONSTRUCTION LIMITS AND MARK ANY TREES,
�r l„ � p; \11
", A y.... ..... (; / , .. .,.,.,., ... (., / Sa A PROP SKIMMER (TYP.)
�7 \ V WETLANDS, OR EXISTING STRUCTURES NOTED TO REMAIN.
�, ,.,,..,,... F„ SUB DA STONE OUTLET 3 i� ��1,<;1 vt V A BOTTOM OF EMERGENCY SPILLWAY: 545.00
it ,. A," . ..,.,\ 19,564 SF r , " Q' \
I { TOP OF DAM: 546.5 \E j`,
11
-,, rF v .,/ \I ......... .. .. / /,,, ---- ( \ � \ v. A 3. SET UP AN ON SITE PRE -CONSTRUCTION CONFERENCE WITH
-,, r.,
- . ,,..,. v ..
,,,,,. ,,,,,,,. " - - ,.,.:., , , " . ...... ,. " ,... ," ELEV. s485„ / - iV 0.449 ACRES �' !,t' . ,. .. (,, ,,., �T`"' / s DAYLIGHT 22 LF OF 6" EROSION CONTROL INSPECTOR OF THE CITY ENGINEERING
ill...,,. , , , - 1 , ,,,,,,,,,,,,, , � , , ,. ,.. " ! . .,
---- "••.•..,. "'• .-. / PVC AT 542.00' DEPARTMENT TO DISCUSS EROSION CONTROL MEASURES.
,,11
� ° � , / �,,,. I
, a-, �
- - - - - - FAILURE TO SCHEDULE SUCH CONFERENCE 48 HOURS PRIOR TO
1 ' '° . °., •"' .,,u: _ - - - .11 ...., ...,. .. ( .,°. ! .,.,.„ , „� I °°,°°,ELEV s488 A \, \ "�\ ','' ,"A ,'�
\ 1I �,;,,, i A IS A VIOLATION OF THE CITY
""_11111111111 ., � ._
�� - - - - P RAP CODE AND IS SUBJECT TO FINE
i /.m � ANY LAND DISTURBING ACTIVITY
... �('�` ` �''�= PROP. RI
TOP OF DAM: 5465 \``\, A \o L - 00'
Aso A "8 ; OP `I'" Wo = 2.00' I 4. INSTALL TEMPORARY CONSTRUCTION ENTRANCE.
IV,\ 11 P OF DAM ,I \\ ( W 5.00'
\ �IT)"1 � ° A 5. INSTALL ALL TEMPORARY SILT FENCE, TREE PROTECTION, AND
I v y "v A ANY OTHER TEMPORARY MEASURES AS DEEMED NECESSARY BY
"I ITOP OF 1' s4ss Q, \ THE EROSION CONTROL INSPECTOR.
/
c ,
„ -�I I ION 9. ,
PROP. SKIMMER � _ - , \ \ \ \
/ 41 U'I PROP. 30 LF OF 6 PVC -,,,. " \' �, / PROP TEMP CONSTRUCTION BEGIN CLEARING GRUBBING AND DEMOLITION OPERATIONS
s \ r �s
E, \ ` h�a "\\ ENTRANCE PER NCDEQ T REMOVE ALL SURFACE SOIL CONTAINING HIGH AMOUNTS OF
l �I -al <-al <-al010
;' EMERGENCY SPILLWAY: 540.00 PROP. BAFFLES (TYP.)-----��� / / \ \\ / rr STANDARD DETAIL (TYP.) ORGANIC MATTER AND STOCKPILE OR DISPOSE IT PROPERLY.
�' d „ ELEV'. 541 9
\ \ \ "' PLACE TEMPORARY SEDIMENT CONTROL MEASURES BELOW
1 \ / OP OEo^M 54,5 - _ _ / " \ \ PROP. TEMPORARY 12" PVC PIPE
N/I , � / oPOEOAM 5415 " "\ \`\ ( / ,r, \ l JI BASIN AS NEEDED. CLEARING AND GRUBBING SHALL BE DONE
� y _-- -
�Pz "� � 11d ' TOP 4 - / I, / \ 0 / \ \ UNDER CONSTRUCTION ONLY IN AREAS WHERE EARTHWORK WILL BE PERFORMED AND
CI ' � v v vy 69 \ ��'` '� ENTRANCE. REFER TO SHEET C5-01
„I / \ p 640 / ;/ \ \\ ❑ \ \ ONLY IN AREAS WHERE CONSTRUCTION IS PLANNED TO
/ / / _ _I \ FOR DETAILS. COMMENCE WITHIN 14 DAYS AFTER CLEARING AND GRUBBING.
' �� / # �'` DA I'll2
vy �, , /
'==s� / STOCKPILE "',> / �' \ \ �,� \ \� \ V 10. ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF
\
`,
\ / \
r
r '--' ',. LOCATION .• \ •• `\ ``. `` %.�' -- ELEv s488 I ROOTS, WOODY VEGETATION, ORGANIC MATTER, AND OTHER
r, I / j� ;1,,> \ / ) \ 5490.2� SF \ _ PROP. TEMPORARY 12" PVC PIPE
7-"'"aq "' I " I � / 1 1 - � ;' , -° `'` � " """ \ ' �\ UNDER CONSTRUCTION OBJECTIONABLE MATERIAL. PLACE THE FILL IN LIFTS NOT TO
1 �I V
/ \ , 2. ACRES `� ;, V A �`. EXCEED 9 INCHES, AND MACHINE COMPACT IT. OVER FILL THE
Vjv/j I I / T \ ENTRANCE. \ EMBANKMENT SIX INCHES TO ALLOW FOR SETTLEMENT.
11 I ;' ' I ;, "tW _ „ PROP. SKIMMER SEDIMENT BASIN SSB-1 \
,
,
\ ``1, `"' "`"", ," " r","", `` , W Sao '�� ,. \ \ \
1� V ! , +:1 / 0 A,, �, I, """"""", \ • 539 ,�` ,,`�°� � DRAINAGE AREA: 1.08 AC \ \ \ V 1. SEDIMENT BASIN HECK DAMS AND
` / / ��,, �� `� l r", ° / �"" `"�, �A s4, 53a \' SURFACE AREA REQUIRED: 1,481 SF \ \ DIVERSION IDITICHESED
,,,,,,,,,,
a T
,+ / " "' r"" " �r, ``",, �r" "I'll,, /",, \ \ SURFACE AREA \ / \' PROVIDED: 3 989 SF AT 545 00 ' \\
11
�I / ", "","t, r, PROP. SKIMME EDIMENT BASIN SSB-2 P VOLUME PROVIDED: 6,529 CF \ ` '\ \ \ \ 12. EARTHEN SPILLWAYS: INSTALL THE SPILLWAY IN UNDISTURBED
5Q \ \
,� ,t r"
RS
P 18 / ` DRAINAGE AREA: 2.65 AC \ ' SIDE SLOPE: 3:1' \ \ \ , � `E \ \ SOIL TO THE GREATEST EXTENT POSSIBLE. THE ACHIEVEMENT
r, ` - OF PLANNED ELEVATIONS, GRADE, DESIGN WIDTH, AND
I \ I / 0 �`� �,,' �,) ..•8w,, � SURFACE AREA REQUIRED: 3,633 SF - \ ENTRANCE &EXIT CHANNEL SLOPES ARE CRITICAL TO THE
\ �� / ,\Y' �,� � �```�,, �",, ```�', SURFACE AREA PROVIDED: 6,708 SF (AT 540,00) PROP. TEM \ 11 \)�' \ \\
,
( � / ", � // � \ V PORARY DIVERSION \ \ \ \ \ SUCCESSFUL OPERATION OF THE SPILLWAY. THE SPILLWAY
I I " ` . 'VOLUME PROVIDED: 11,381 CF / \ 1 (T P.) \\ \ SHOULD BE LINES WITH LAMINATED PLASTIC OR IMPERMEABLE
I q' �, , ,,� / I SIDE SLOPE: 3:1 DITCH TO SSB Y I \ \ \
, b/,,,,, , �,, �,, ," / I., ", \ I MAINTAIN POSITIVE DRAINAGE - � 1' ,<,\\ \ `, \ GEOTEXTILE FABRIC. REFER TO NCDEQ E&SC DESIGN MANUAL,
s, , ` i ,°, "I ",� , " ,,, " / ,,,.,
\ / I FROM ELEVATION 555.00 TO \ \
../'j� / 0 / \ r / \c>) L SSB AT ALL TIMES. / �LEv s485 \ \ \\ \ SPECIFICATIONS.
OR FURTHER BASIN CONSTRUCTION
..
\ V� \ l�
/ i \ \\ \ \ \ r,.. i 13.
\ / \
\ \ \ \ \ CALL FOR ON SITE INSPECTION BY EROSION CONTROL
.w°" ,..•' \ \ \ \ \ INSPECTOR WHEN APPROVED INSPECTOR WILL ISSUE THE
����Q-� / r \ ` A.. / \ \ V GRADING PERMIT AND CLEARING, GRUBBING AND DEMOLITION
I / \ A l
ELEv. ssso
%
MAY BEGIN.
a�
/ \..
P% / V PROP. ROCK CHECK11
\\ - `
\ �� I �° \ \ \ \ �� DAM (TYP.) �� A \\ \ \\ \ 14. GENERAL CONTRACTOR SHALL ENSURE THAT EROSION
, y ,.�j
/ \ � 4 FUNCTIONING PRIOR TO
cz V11 TT, """ u,:a \ \ GRUBBING AND GRADING OPERATIONS.
\ \
'� � � � \ CONTROL MEASURES ARE IN PLACE AND
; 4)
\ V „ \ / SUB-DA
B-DA STONE OUTLET 5 y,,,,."""" � \ \
15. BEGIN MASS GRADING, INSTALLING ADDITIONAL EROSION
I' A °'° "' ELEV: 553 T5` i�,
lft�
I \ A \ 7,223 SF
d I A J A \ \ \ �,,,,, PROP. TEMPORARY DIVERSION DITCH (TYP). / 0.17 ACRES �' f'"\,,,,,,,,q,�} I \ CONTROL MEASURES AS INDICATED, AS REQUIRED, AND AS
\ \ MAINTAIN POSITIVE DRAINAGE AT ALL TIMES. \ \ � \ DEEMED NECESSARY BY THE EROSION CONTROL INSPECTOR.
I �111 \ v
­111111111111\ \y v v
11 v \ \ L� .,.,.°, .1 ''I %� I I I \ 16. STABILIZATION IS THE BEST FORM OF EROSION CONTROL.
® \ \ \ \ " ✓ \ ', TEMPORARY SEEDING IS NECESSARY TO ACHIEVE EROSION
\ I „ I ` v A \ \ O I
I / i ITT \ A A \ AV \ �`\ \.� \ ry �``�• ,-` � °.-��-�" � I � CONTROL ON LARGE DENUDED AREASAND ESPECIALLYWHEN
\ \ \ \ y > /I I \ SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION
,;:r / # \ If -) \\ V \ G � \
\ \ \ ,
/ rr \ „,1 �w" SEQUENCE.
-
­11
A % A \ e /�:1 � \ \ \
/ � \ / rr \ �\ \Vv � A �ti ELEV ss2ss � \ V \ 17. NO DEVICE SHALL BE REMOVED UNTIL SITE IS STABILIZED AND
/" \ \ / V IAVAVA v , I ,,, \ ° ' � "I r `t I WITH APPROVAL FROM EROSION CONTROL INSPECTOR.
�, PROP. TEMPORARY DIVERSION ', BORROW PIT � I \
D, vv �1 �r V ``" - \\ LOCATION 18
\ ELE
11',
11
`" DITCH TO SSB-3 (TYP.) " /` ON `� I / UPON COMPLETION OF MASS GRADING, STABILIZATION OF
`�,� \� �� A TO SSB AT ALL TIMES. � °°�°T'` ��'"'� \ DRAINAGE AREAS, AND APPROVAL FROM EROSION CONTROL
\ A V / " , "„ DA 3 \ MAINTAIN POSITIVE DRAINAGE / 7 \ � INSPECTOR, BEGIN MUCKING OUT AND FILLING SSB-3 TO
\ \ / EXISTIN UNDISTURBED
""" `1 - FINISHED GRADE (PHASE III).
�k`.;, \ \ ", \ /11 \ " 202,112 SF \\ 4 �- PROP. SILT FENCE - / ' \ \
\
\ / PROP. SKIMMER SEDIMENT BASIN SSB-3 \ Y STONE OUTLET 5 (TYP.) - - OFFSITE \ \ 19. INSTALL TEMPORARY DIVERSION BERMS TO SSB-4 AS SITE IS
DRAINAGE AREA: 4.64 AC "
""," \ `/11111111 SUB-DA STONE OUTLET 4 � '' % \ `' �- � � � BROUGHT TO FINISHED GRADE AND STORM DRAINAGE IS
\ \ r,,," ELEV 5 0.499 ACRES J / SURFACE AREA REQUIRED: 6,361 SF v 4.64 ACRES " '' V V 4� \ / i INSTALLED (PHASE III).
C 8 21,700 SF Q � /vim I PROP. HIGH HAZARD v
\ \ SURFACE AREA PROVIDED: 10,220 SF (AT 533.00) I \ �� SILT FENCE (TYP.) - `` \
\ �, VOLUME PROVIDED: 16,344 CF ALL \ \ELEV 549 \ r` , `t I 20. ALL EROSION CONTROL DEVICES SHOULD BE MONITORED ONCE
, .,
\
" \
��
11, L/ \ SIDE SLOPE 3 1 \ / ,..... G \ „
` .,. \ � ,,, � A WEEK AND AFTER EVERY STORM EVENT OF - OR GREATER BY
r' \ PROPERTY LINE -f� �� � ff � � 4
PROP. TEMPORARY %,, """' .•-•..,.., -, � `" - .,.... ,. , /I'll .,--"""" \ A CERTIFIED INSPECTOR. IF ANY FAILURES ARE FOUND THEY
DIVERSION DITCH (TYP.) a � I \ \ \ \ \�V / .----'° I \ \ SHOULD BE REPAIRED AS SOON AS POSSIBLE.
>>
11 \ "` °, 11 � � � `"t, I "' """" \ y s';� \,,,,,, / r � \ \ 21. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED
r"" � „Or' r, ,/ \ \ \ `V �"Ill� \ \ AND MAINTAINED BY CONTRACTOR IN ACCORDANCE WITH THE
.».°°., ,,,°
` / \ \ PROP. 6" SLOPE DRAINS TYP. ```""," A- `- ",.", \ � / � "I"' a /` N.C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN
`" \ `J\ ,r•` / / i1 \ ( ) ` \ `" (�7 \ ". ", � 1 "'" \ hAANI IAI I I C nF=PT f1F A(_RICI II TI IRF CITV rW r'WAPI f1TTF
CKEECH `0 ASSOCIATES
1000 W. Morehead St.
Suite 120
Charlotte, NC 28208
p 704.376.6000
www.creech-design.com
THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PA ARE SUBJECT TO
THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUAL
PROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONIC
INFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THE
ELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESS
OTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT.
LandDll,,,!��"
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
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22. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE
N O.
Description
Date
ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT
OFF -SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE
AFFECTED PROPERTY OWNERS.
1
OWNER COMMENTS
08/25/2020
2
NCDEQ COMMENTS
10/26/2020
EROSION CONTROL LEGEND
PROPERTY LINE - -
LIMITS OF DISTURBANCE LID
EX. 5' MAJOR CONTOUR 736
EX. V MINOR CONTOUR ...., ....., 736 . .........
PROP. 5' MAJOR CONTOUR
PROP. V MINOR CONTOUR =
TEMP. CONSTRUCTION
ENTRANCE (NCDEQ 6.06)
PROP. SILT FENCE (NCDEQ 6.62) a a
Project Number: 11 9�""" 6
INLET PROTECTION (NCDEQ 6.51)11
"
Date: 1 1�N ,
TREE PROTECTION (NCDEQ 6.05)
TEMP. DIVERSION DITCH (NCDEQ 6.20) TD->
TEMP. ROCK CHECK DAM (NCDEQ 6.63) ,
TEMP. SILT FENCE OUTLET !" , y
EROSION CONTROL
OVERALL DRAINAGE AREA � � � �
PLAN PHASE
SUB DRAINAGE AREA
.a
.,,,,.., . ,,, ...,,.
I..,, .1 .....,
SOIL TYPES , ­11,
...,.. - 1 " = 40'
4)
BdI32 BADIN CHANNERY SILTY CLAY LOAM, 2 TO 8 PERCENT SLOPES (GROUP C)
BdC2 BADIN CHANNERY SILTY CLAY LOAM, 8 TO 115 PERCENT SLOPES (GROUP C NCDEQ PROJECT ID: UNION-2021-013
0 20 40 80
C2-00

\ \ \ \ \ \ \ \ \ \ \ \ \ \ PEP, \ \ \ PLO ­1­111-11" �111 "I I'll ',_11111­,"_",_",_ -�,,�''"�ll'',�ll'',�--l"�'I'll�ll"�ll'.11 ... ... ' I \ PFF � '\' I , I'll, ­- ,,, A Fk \ \ , � � �� I � � \ \ EROSION CONTROL.NOTES-
\ \ \ \ \ \ \ � .. .. . ..... / I \ 11", I \ \ � 1. CONTRACTOR TO PROVIDE AS MUCH SPACE AS POSSIBLE
\ \ \ \ \ \ ROBERT MATHIS / TIMOTHY CHARLES HUGGINS \ \ \ A , \ \\ ,,,- 1, "" \ \ \ � � BETWEEN TOE OF FILL SLOPE AND SILT FENCE.
\ \� \ \ \ PIE� 09057010D / PID: 0905769C "T � \ � \ � \
\ \ \ \ PFF ;11 I/ AFA ,,, I
I A, :,"', �,,�, \ 1, , 11, � SCHEDULE PRE -CONSTRUCTION MEETING.
<" , FE \\
"I" PIE- 5347 PG. 628 / PIE: 1172 PG. 6�7 1 1, A, I 1, � \ 2. PLEASE CONTACT NCDEQ TO ADVISE ON START DATE AND
,
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- __ � ­­ ,- - - - - -) "I'l- PROP. SILT FENCE '" ����� ��,���� . .. . .. .. .. 7:1 - 1� 1 �2; " "' I , E) 0_1 11 11 � 1.), PROP. INLET / 'VA"I" i � � � \ \ \ --- 19.
- 'IL. -_ _ I --- "I'll" .,"I'll" " FA / 11 <,�.U. I I", ()
� /' /­ " � ..... .. - """'111 " - � ...... . "Ill' � ...... . "Ill' "I'll'," STONE OUTLET 2 (TYP-) - .11,111,11, ,�� - "I t I I I 11 ; PROTECTION (TYP.) I ....... .. \ � I �
- /'11111111111' �_ - � ..... .. - " . Mr- 11,""," � -,- 1� I I �// \ � �,S, \ \ __� SEEDED IMMEDIATELY AFTER CONSTRUCTION.
, ......... o', I'�� , ELEV 547 3 AD i "' "',
I .. ... .... ... % - " I " . .... . ... . . ... ..... ... .11 - I'll, <_ , 11 L I I \� j
\F I ��, I , 1111w ", - - - \ NE 11 i , �
) I" " " " , I I , � " /- I
I, �1, I - If / / "I'll" .11,111,111, .11,111,111,111, .11,111,111,111, _111111111111 .11,111,111, - <-Gi "I , I 11 , 'L �11 "I .11111111111­ I 61 I'll � � \
""'111 I 11 � "I
, - - �, \) \ �� ... Z' ,,,, I
. .,) / / / I'll �,� I'll, \
i � I e� � "I /11 f )) L, / "I'll' � /­ ,�_` - - ......... . I "",,� - - - -­` i , I \ I d , �11 � � � \ / 20. CONTRACTOR TO REPLACE ALL STAGING AND STOCKPILE
I � - I I " - "'i j � i "I, ...... -110, � 11 " , / A,
/ � ­1 ------ ------ ­11-11 ­11-1 ­11- .11-11, ), �,_" i " - EL � .... ...... , , , " , '' SUB-DA STONE OUTLET 2 - I'll I'll ......... \ �op ,11'�\':\ I
-, ­11-11 .1 I-, - _111- 11 � ..... .. - - "I
i " __ _ ---- P "I", ,,, 15,538 SF ­11111111111 .11,111,11, 'I', . ..... I �1' � \\F
­11 I ­11-11 ­11-11 ­11-1 ­11-1 ­11 . -- - ----- _,�, .11,111,11111, -, ," A` � � % , � , ii \ \ AREAS TO PRE CONSTRUCTION CONDITIONS. PROVIDE PHOTO
11 A, 'E ......... - I , E EV 547 3 1 0 � I, " I I I
) i I/ " �, ..... I � � �, , ""Ill % "Vo A, , 11) �� i i"',-)"", � \ AREAS
I I / / �11­­ AD, DOCUMENTATION OF PRE -CONSTRUCTION CONDITION AT THESE
1 i F,,�, ­41-1 - 11 _11-11 __ . I .1111, .111, I ­11-11 . / "" i � � � \
I/ )) 11 -1-1 I I ­11-11 .111, ­1 ; I \
11 11 I ­11-11 ­11-11 ­11-1 ­11-1 ."I . . i � z "I _"' " 0.357 ACRES .1,11,1111, 1)�! 11 u�,,�,,
I , 1 7 '7' " /1' I'll, 11 A"""" � .1 - "" -_ I J� 11c,
I 11 11 . "I iL / - "ll'" i i ��/,­` � �
I � � C � 11 E2 ------ _11-1 .11-11, 11 ­11-1 ­11-11 z "I'll 11 ",',,­­­` ... , " / , I 0000 "I" �� ',�4 _�, A, � / OF, A, \
" (�'), ­11-11 ­11-11 ­11-1 ­11-1 . ­11-11 .11-11, ­1111, � /�, I "I ... \E, v0g,l TO , V \
11 11 11 11 q r I
1� � .11,111,111(,�� , / I ;�­ 71 111" I > __-� *or " � �
I -) I � ,�,�, (1111� - - "",� ... 0 "" I CONSTRUCTION SEQUENCE
� I _', .. .. -, 111��'tlllll � _ .... ...... . / *** � "I" A111111111", - / � I .... --- .. ..... ........... ( �, ,-\ ,,,, AP, \\�\ �
.... ... � .. . .. . , ��­" , � .'' _', � z I / / 17 ...... 'I,` ,�
'' 11.1", " , -, ." � 6 I-" ) __� 0111'r ;�O� . ..... N� 11 1, �
� ,/";��J,,,�,/, "� �/ - ­11-1 \\ � " - , 11 11 / .111, V� PROP. BAFFLES (TYP.) �
. .. . , )__ ....... . " -1 ­11-11 ­11-11 ­ ... \.111_11 \ 11 � I P-1 "" TL) ______ " , , ",­," - � \ 77 � � 1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM
.... __ _ ---- � _1�1 IIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIII )
T, ", 'I' ) .. ...... ...... _11_ -, , ­11 401, ,////1' ... )�-�
,& I I'll, I I I I � " �F I - I -,'I'll, ) \' -`TT A7,\%\ 11,
1i
, �,;o ,,,, ­.- -,/`� .. ..... ( ,',A S I" ""I "I ....... ....... ( VV', -, _­-,-P""'__ " (, ­11-1 ­11-1 ­11-11 ­ . . ...... �, I'll .111-1 __ __ ."� _ .... .. � ---- \ am am , � oor _��91� 11 '\� ... T � �
�g/�)�� . .. .. . � " ,,�,,, / 1, / P, / 11 .", _ .... . .. ,-", � ... . .... . ........... ., 00 \ -man --q 11, / / j �_ ", , �� ", � \ \ , PROP. SKIMMER (TYP.) � � NCDEQ.
� C, " , , / 411 �� ­11-1 .1 .. .. . . . .. ­111 ­­ . 11 I ­11-11 ­11-1 I i .1 ­11-1111 "I'll, TVT `\PA �
11 ­­­ W .111111-1111 ... r (Vu,L - - - ... I "I'll, j W, 1, - - , ­1 ( 'A �' OAS .-- - - " " � ------ ) ------ 1_­" - I .... . .. I _11-, . A now vw*�,... __'��\ ___/j - - j wo we 111­/�­ ,4',,,,� . .... . . .'""', \ V 1\AA'111 p\ DO ,I �
/I "' ,�,::�:,,� .. . .. .. .. .. .. , , �F�� , - � .. .. .. .. .. . K . ..... I __1 __1 __1 I_ GAS ......... AT I ELEV 547 5 � \VT VT �
/ ...... I I , `:::�: Vv . ........ ­1111131- �_,�!� �_ I 'T I 11 11 11 I ... � 11 '� ___ 0 - � -\,- I - - ,�-,/P "I "I'll," .111, AT \1 \ AYLIGHT 22 LF OF T � �
, - 1, ,,, ­­­\ 11 VV . . . . ...... . ................. ­�� . ..... ....... �'),�/ . .. ...... \ 000_ -_ / ­­` 11, \ �, , /�
,Z . .... . ...... ..... '1� ............... - (),As ...... � ---- � ........... (�A,�\ , - , , , __ (Vq� � m - _,"', D 2. FLAG THE CONSTRUCTION LIMITS AND MARK ANY TREES,
, A/f, - -_ " \� \ VV ­�z � ,, (),As - , , \'­" ------ ­ <_C1 \ WETLANDS, OR EXISTING STRUCTURES NOTED TO REMAIN.
"' j ," I __ 1\� ___" I"',"" I - - - V) � 7 ....... CA�� . ..... � ............... ..... CA�� ..... . . "I'll, I'll, _0 ELEV 5475 PAD ,\N �"P,1111 A \ ��, PVC AT 542.00' , �
"; 111� , , ( 0 1-1`1 ,,, IT, I", "", OF, I " __ I , ", VV - ",", - ­100 �,/" / --,""I'll" ......... . - "I "I ( ,D� ","I'll, . . .. ('D T < _1� 1111,111111I 11 "", \�N� TOP OF DAM 546 5 � \ \ \ \ , - - __ 5465 , �
�_ , ­ VV .... ... _ _ --�& 11 , , (�A� <-(]-L z< - 1
�fr, ") / / I 1, ...... .. .11,1111, AS - ___1 11 .... \, , s <_ -, ': AV, , PROP. RIP RAP �
F, I --- .... 11 ... ... . , --"'I'll ... � (� � � - , I'll �, \ \ 11
�, I """", I I " 11, I - �1111111: - I I ELEV 54, b I _F/ FJEJ ", �__ 1� L = 8.00' L 11 11
6 \_ - ­_ I" I -,A,' "1111-111111 .......... ; "I'll", I'll I'll/ I'll, �_ OF, 11 I EROSION CONTROL INSPECTOR OF THE CITY ENGINEERING
�( __ . ___ 000 __ Ij 1, -� ... ... .. .. .. .. .. . . . .. .. .. .. .. .. ", I'll / "I �"P,11
"I'll
i'l, ,,,, - ", 'T `A, I 11 "I - _­­­ v) - . Vv VV .- ­­," " � , , ...... .. 0A, " I ...... , "", F\ `­1 I � 3. SET UP AN ON -SITE PRE -CONSTRUCTION CONFERENCE WITH
I � j , i _/ ... _', - _ ............ _ .......... > .11,111, -l", " '�, lop" ... . ........ ...... __ '' I I - I I - 11 ... ... . - I �`�/ - � . . ... .. ..... .. ... .. .. . . ) .. . I .11-1111111 "I ­1 0/1'(�.11111111111 ......... .11,1111, "Ll-111, "I" �__ , I �
, ') . . ... . , 1 . .11,111,11111, "I'll, .11,111,111, I "I I I-- PROP. SILT FENCE - __ I IV, )/, SUB-DA STONE OUTLET 3 , , � ........ ... \ / I DEPARTMENT TO DISCUSS EROSION CONTROL MEASURES.
­­­­ .11,111, "I'll .11,111, "I'll .11,111,111, ­­­­ .11,111,111, .11,111,111, .11, � _"F ......... - _0 ­__ 1, 11 __0011 ­­_ � IFN _�' � . .......... .... .. . .... ,-T, Wo = 2.00' �
1� 1 ,� . . . ..... � . ..... I'll, .11,111,11111, .11,111,111, _111111111- ) . ...... ..... ,41e - ", STONE OUTLET 3 (TYP I I ......... 11 19,564 SF I go) . ......... . . / .. . . ... .. ... .. ..... .. ... ..... . . . VV . ............ ___ ... 11, , " - , . ... � ....... "I �_ � \ IN11 , � W = 5.00' 11 � FAILURE TO SCHEDULE SUCH CONFERENCE 48 HOURS PRIOR TO
""NE il , "\ .1 .. ..... . ............ I ­ .11,111,111, .11,111,111, .11,111,11111, .11,111,11111, - - - - , ", 11 f 011 \1 . ............................. , � .... .. ­­ "I" \
; " .. . "I'll, . ...... .11,111,111, .11,111,11111, _­­­ ."", ill I" -) 11 - I I-- I 1 0.449 ACRES - I - . I - vv _,Z��:: "I'll, .11-1111-1 .... -_ P 11
ii i I . . ...... ... .1111'' ""'"'"' - �,��!, - - - - - .11,111,111, .11,111,11" � ,,, .11,111,111,111, & ....... .­ I """ ........ . ........... ­ " ''I "" ;;�� I I ......... �"111 �_ "I" " "' ­1 \ ITT, MERGENCY SPILLWAY: 545.00 ANY LAN D-DISTU RBI NG ACTIVITY IS A VIOLATION OFTHECITY
j � // P11 _1 - """' ­11-11-11-1 ­_111111 .... I I I I I I .11,111,111, .11,111,111, .11,111,111, .11,111,111, ­ , 1, . I I . - - 11 '­ ELEV 540 0 1 11 ­ I ',__ I - I - ", __ I I'll, I �
11 � 1, i __111- - .. . ......... .. ... .. ..... . ......... I'll, .11,111,111, .11,111,111, .11,111,111, .11,111,111, _111111111 "'I'll- .1 DI 1288 1 . _­­­ _111111" ___­ - - - - - - ""I I 11 1, I I -_ I ­11, ­_ _,", " ""I, ; A�o, " .
.11 - I ,,,,,,, - I �_ I'll I I 11 I
'A � � � ..,,��? 1 ", 1 / - - - - . .... ... .... .. ... .. ..... .11,111,111, .11,111,111, .11,111,111, .11,111,111, .1 I I "I'll .11 - - - .11,11" ""I'll'', - - - - .11,111,111,11, .11111111111111 I'll _11111111111 _1111- "" I � - I �_ �, - � 1­1111111111 " "I" "Ill �_ I'll, \ \ \ � 1, V, VV, \ "`\11 [ , , � �
11 I'll, .11,111,111, .11,111,111, R I M: 537.84 ­­ �,111111" �_ I I
I I / - __111111" � ...... . 11111'� ...... . "Ill' _11111111 .11,11, .11,111, "I'll .11 - - - .11 - "I'll, __11111 ­111111, .1,11,1111, .11,111,111, .11,111,111, _11111- I 1/_ . ....... -, "I'll" ­111111111111 .11,11111, . 11 1­111, .11 10'/ , __ " __` __"T .11"D ...... "I" - __ """"'111, ,� ... DA 1 11 \�\ \ I 1� PROP SILT FENCE 4. INSTALLTEMPORARY CONSTRUCTION ENTRANCE.
i ! '1111". / - 11 .1,11,1111, .1,11,11111, __­­ - - - - - INV IN (POND): 537.5 " "I I'll , "I, - """, I ,TOP DAM 546 5 1 �
I I ,11 , I � ...... . ....... .1-1111 .11,111,11111, - - � " - ""I .. . ...... .... -­­­ - ... . ,,, � ...... . "Ill' "" -I'" A I STONE OUTLET (TYP.)
f 'Cj .11,111, "I'll .11,111, "I'll - I'll" �,,,,, ... "I'l- 11 - ""I .... 11 11 ,
, , ", "I'll'- "I'll .11,111,111, - - ...... � � � .... .. .... ............ . ... . ........ � ... PROP. TEMPORARY DIVERSION "I I-, .11,111,111, ­111 - . .... , ", \ I
�,� � i i '�"��n"!X, ­­­­ � INV OUT: 534.72 .1111, - 11 - 11",
5'3� / ""I'll""" "I" � - . ___ N �1 ; A` /_ 1,4� ........ "I'll, .11,111,111, .1,11,1111, - � ... - � ... ...... - ,� ........ . 211 SF I 1�� 1\ 1 OT - , , " \ 5. INSTALL ALL TEMPORARY SILT FENCE, TREE PROTECTION, AND
"I'll- I .... . 47 TT I
� ... - I
; " "�) .11,111,11111, ."'111111 00 (f) ___ ... - DITCH TO STONE OUTLET 2 -- �,, "I'll, I � .11,111,11" - 11 -, -l- " \ \ ',,,,,,,, I PROP. TEMP CONSTRUCTION
/ / / /­ ", PROP. INLET \ - -, -l- " ) ,,,,,
11
� li)�,�� j , 1 1 i ,� � ..... , � � D, 11 I / � 11 ­111 PROP. TEMPORARY DIVERSION I'll, � ... - I - 11 � ... "I'll ... . .... "I" ,,,,, i ) �,E "I I I I - ICE PER NCDEQ ANY OTHER TEMPORARY MEASURES AS DEEMED NECESSARY BY
j , 1 �_ I I
I . 11 'T"'11111 ___ �Pl 11 `�_N _­` ,
", ......... ",///' #* PROTECTION (TYP.) � ., (TYP.) MAINTAIN POSITIVE L 7 �:",-_':' �\� , .1 �
�fi � 1 i """ i ,; / 111 �, DRAINAGE 11 AT ALL TIMES. ""I'll /L )/ "I "I"" T_ DITCH TO SSB-2. MAINTAIN .11,11, "" , - I I'll, . I - 11 - - __\ 1 1.08 ACRES ,\ \ / I \N-1-RD DETAIL (TYP.) THE EROSION CONTROL INSPECTOR.
� �j j (�� I 1 � � � / 11 / / I'll ......... �__ // I "'T"'T", \ \ DFAVE FAA , 1, 11 " L, 11 POSITIVE DRAINAGE FROM .11,11111, .", , . ", __111 - - \­� �T'T'T
11 I 11 "I' ROP. 30 LF OF 6" PVC (yl-n-1- k �'�)', - 11 , �� ­­­ - \ � � T, \ 9. BEGIN CLEARING, GRUBBING AND DEMOLITION OPERATIONS.
I
I �T'T'T"T'T
I I 11 � ; i I 11 / / I z I I (,I- a / / I �
i j 1 ci P, - � I i G \ rn . 1, i 11 11 I I I ELEVATION 544.50 AT ALL TIMES. -,-- , ' """" - .111111\ \ T // X A/
I I � I
I , , � � / �_ G -1- (4_7��__ , , 11 I I I ,;� 11 - �,,n�, - f PEP FVA
I -
I - - 11 I I , f
�p I i � ) / / / -1 L_j \ (1i )) T, , // L \ ORGANIC MATTER AND STOCKPILE OR DISPOSE IT PROPERLY.
/`­­ PROP. SKIMMER ­1 .11, REMOVE ALL SURFACE SOIL CONTAINING HIGH AMOUNTS OF
) ; �_ _/h ri ­7- 0 3d \ / � i PROP. SKIMMER SEDIMENT BASIN SSB-1 , I "'T""T"',
� 11 11 PROP 40=-= .70-i f=-:-±-<-- - I I I I ,
-,\\ , C \ \,", 11 I am glai DRAINAGE AREA: 1.08 AC 111"611 I
" / 11 �_ 111-1-1-11 EMERGENCY SPILLWAY: 534.00 .(TYP.) /'\I " DO, z I/ 11 / , , I �11 )
� I ," 33� i" ) I - EV 541 9 ' � 010 wo
I ` \ PLACE TEMPORARY SEDIMENT CONTROL MEASURES BELOW
1 1 ,,I" y J � ; 1 � � I � , I �, � I ( I - - , E EV 144 1 / T J 11 / � -A SURFACE AREA REQUIRED: 1,487 SF , ­­ \ "
, / 1\ &14= - - ,/ LFFFF/ )/ L \ PROP
N�l,,,,, � f , / / I 11 _� I TOP OFDAM 141 1=:!,:� TOP OF DAM 541 5 - ( - , � \ 11 / z� . TEMPORARY 12" PVC PI
,,I �, ) � 11 ___�_=__ - ___� DAT \ - 64,1, FT F, . .. E` PE BASIN AS NEEDED. CLEARING AND GRUBBING SHALL BE DONE
� 11 I 'y I \ \ ONLY IN AREAS WHERE EARTHWORK WILL BE PERFORMED AND
" I __;;�_ -, SURFACE AREA PROVIDED: 3,989 SF (AT 545.00) \
­�� ,,�,,,,, ,,,� / / 11 � / ... "I'll, , * �) � � " .:�= I OP - DAM b4l b \ _ _ _ _, - - 11 � � / \ I UNDER CONSTRUCTION
/ 11 11 / # � TOP OF DAM 5415 .� _ / � * "/ e,
�,,,,,,, 1 "', i ,,,, i � "I" '� _� \ I \ ELEV �46 60
1 / / / _11Z'4'_� 1 A,,,-" / / 11 SUB-DASTONEO LET7
,
/ I I �; i i � 1___" ( 0 � ��� , \ \ )�', , **# �,, VOLUME PROVIDED: 6,529 CF 'A C ENTRANCE. REFER TO SHEET C5-01 ONLY IN AREAS WHERE CONSTRUCTION IS PLANNED TO
I 11 I 11 11 " \ 11 11
�� I .11, .... .......... � ... 11,1111"
I I
, i , / / " I , � \ 11 . 6,148 SF
I /I I I'll,
11 11 11 "I 11 F, "I'll POP SIDE SLOPE: 3:1 COMMENCE WITHIN 14 DAYS AFTER CLEARING AND GRUBBING.
/101� � / 11) ji 1, � �,, It, / L", / / ** I I - "" ',,,�', 1�1'11 DA 2 """, I'll, / � � � , PAT \ ""T"', \ "I I 11 ...... . I ", ,_ _\ I'll, I'll, 0.141 ACRES � \ - FOR DETAILS
� ## \ *
i j ; , ; / � 11L ` � LTA 1� "I" ; \", """, ,,, 11""","",, PAT \ I 01, \ \ F, � 10. ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF
F , 1� j f I,,',, / STOCKPILE ,/,�) ­­", �/ \ \ - / / F/ """" \ N \� .......... j, , �
,�, .11, ELEV 5467
11" � I "", / "" " 11, I/ * / F\ \ / ) 11 j \ I \" "I , � � I )\
, CA� I j 1 "I 11 11 LOCATION -11 -_ F ", / le ... "'T"T"T \ ,�,
I 4" ... .. .. j ) \ 115490.21 S V"', \ VA \ \ \ � ROOTS, WOODY VEGETATION, ORGANIC MATTER, AND OTHER
11 , / I I - \�011 , I 1, I
j L _1 _1 I /", � \ -�, 7 " --,
, � " L � / o4j,L \ - "" 11 , OBJECTIONABLE MATERIAL. PLACE THE FILL IN LIFTS NOT TO
�I ')v-�a,�Jl I L � 11 ..... �, ,\\ V_­­ \ \
I] , ) I � � I / A/ \ �F 11 \ \ �, ; "'T"', 1\ 6"11,11" \ \� ) � ......... 11 ...... �1: I ""� "", \ \ ALL �, PROP. TEMPORARY 12" PVC PIPE \ � EXCEED 9 INCHES, AND MACHINE COMPACT IT. OVER FILL THE
I ? 11�' 2.65 ACRES / **# IL �­_ .- " UNDER CONSTRUCTION
i I \ I ,*
I I I
V�v i I � I ) / ,,,,,, / "I", 11"A", IT', """ IT, 1 1-1 �1_ - - - "" ��:� So,- \", \ 11 ',_ I . FE � EMBANKMENT SIX INCHES TO ALLOW FOR SETTLEMENT.
N", N \ F` "I", """" "" I 1�, � \ _1111", \ Is A EE \ \
�L i, I �, / / I 11 /111" PA", "' """' """' /
i ) j ,,,, 1 "), ,,,, / / / ,'T'I'll IPT I 1, I ��_" / IV, \ >��, ,
"I 1­11 11 11v �/ I � 111 z / "'T" F, i 1-1 ... - "ITT', " \ *4_0,ti \
/ I " , I / IT', 11, �� PIT,", "I", 1"',",,"", \
� �j "Ll ; � ", "", , / ,,, / Al/ XF, I 11 I'll "I, I �, .... ..... \ PFF DIVERSION DITCHES.
4 1 1 " , / 'I,/ 0 / "Ill I/ / � / / � I "'T"', \ 'T 11�v ,, VI" \ \\ \ � 11. INSTALL SKIMMER SEDIMENT BASINS, CHECK DAMS AND
/ "", """ ,,,,, / ", "", � 11 11, "I "I 11, I TI I I I TI � *** \ T jo�\ I E, EE EA FE
I VIT, I I I I I"'," 11 F` / 11, ...... \
�- �1 1 ;; )r / _/1' T",/ I 11 "I 11"T, """ I" ,,, 01IIIIIIIIIIIIIII,
__ 1 1 " I 11, I ,,,,, A', ,,,, "I'T', I I / ,,� '111� PROP. SKIMMER SEDIMENT BASIN SSB-2 \ .. ...... ........ . / / �_ --- 11"T", 11", 11, \ \ �_ 40*1 I I 11 , ) 0 PFF
I I � , I I 11 \\ � \-`FL� 1474 AIP, \ FE \ \ 12. EARTHEN SPILLWAYS: INSTALL THE SPILLWAY IN UNDISTURBED
I � , � 1) I I I I TT, '11IIIIIIIIIIIIIIIIIIIII, I ", 11
"I", I
; ;� ; / / ) , / I -- """" I "I'll "' "' , :��/ // "NIIIIIIIIIIIIIIIII, � � __ - I i \ \ P, \\ \ SOIL TO THE GREATEST EXTENT POSSIBLE. THE ACHIEVEMENT
;i , ; , �� / � \ \ \
1� I � � ,, � ** � , i I
TTT,P/�/� "I I", IL/ 11 I", ..... ...... � ..... .. - 5RAINAGE AREA: 2.65 AC - "'T"', "T \ `111111111111��' �_, � i FVE 0 \\ FE \ OF PLANNED ELEVATIONS, GRADE, DESIGN WIDTH, AND
C) I , """" 11", 11 ­� 11"/, � � SURFACE AREA REQUIRED: 3,633 SF - I V I EA \
NOTE: FUTURE ABOVE GROUND BMP SAND \T"," I 11 "I "T, ��>' ** /` � � � FE PAT \ #0 ILL 11 � \\
11 )
I'll, I I 11 11 1-1 � """ 11 \ EA
/// "', I " PA,11A, IT, ** ...... ) 17 (�, ENTRANCE & EXIT CHANNEL SLOPES ARE CRITICAL TO THE
FILTER TO ACT AS TEMPORARY SSB UPON ""/ " I", """""""" I `1­ I',- ", SURFACE AREA PROVIDED: 6,708 SF (AT 540.00) � F\ \1', \ \
I TI'A "A", ,,,, I", " 11 I", 11 "I 1111iiI11k / ** 1-1 �, \ \ ,�) \ I i \ \\, I \ \ FE \ SUCCESSFUL OPERATION OF THE SPILLWAY. THE SPILLWAY
STABILIZATION OF DRAINAGE AREA AND " , , 11 ,,,,111' VOLUME PROVIDED: 11,381 CF ) � � �u SHOULD BE LINES WITH LAMINATED PLASTIC OR IMPERMEABLE
T,:��,::x "', " ""All 11 " *ft/- � / i `­1 � \ \ FE, FE
I 11T/ T_- � ), SIDE SLOPE: 3:1 1 + ,,, - - " ;;
ACCEPTANCE BY ENGINEER OF RECORD AND "' , " ,"", " ,11 q% ­',',,­­­` ... ­­­­ .1111, � � ,* � _j \
/ , 1� VT, / �, VT "" ITTTL/ __1 11 .11,1111, ... 11 .. ......... ,,,,, " , ,_ . � "_ I \_ _/ � " " - � \ E, \ GEOTEXTILE FABRIC. REFER TO NCDEQ E&SC DESIGN MANUAL,
,
NCDEQ INSPECTOR. SSB-4 TO BE BROUGHT ", -, �� 11 , / 11, 'T "" I __ \\ -I-,' q% �, , ""Ill' � T ___ "I"'T", I 'ICT,", 1AA � � � / � - \ \ L",\,\ I 11111�111'_ " - \ \ \ EA \ \ SECTION 6.64.8 FOR FURTHER BASIN CONSTRUCTION
'
-, ONLINE AS SSB-3 IS MUCKED AND FILLED. A r- I �, � � .......... . I / \ '4'jIeF`A' I I / 'A" , _,�/ " \ \ FE SPECIFICATIONS.
rij) ; 1 �1� 0 0 0 0 -11-7j 1 � � "T \ "I 11 "��""" � \ \ \ P, \
PROP. SKIMMER SEDIMENT BASIN SSB-4 ##* % 11 I / _-- - �,/ () - - \ - -_ / TV \ \ \ \ � � � -11 *** / � \ \ , I " - , - TV \ \ 13. CALL FOR ON -SITE INSPECTION BY EROSION CONTROL
DRAINAGE AREA (FINISHED GRADE): 5.29 AC # I �_, \ \ ** - - - - - / 41e """,,­ ...... - � ... _ _ 11-1 \ \ � � / *#4t# \ ""I" ,, ,, \ \ \ \ � \ INSPECTOR. WHEN APPROVED, INSPECTOR WILL ISSUE THE
SURFACE AREA REQUIRED: 5,357 SF 40 11 �_, \ E` � `\ 11 PROP. TEMPORARY DIVERSION -�N � \ \\ " � , , " 7", � \ \ GRADING PERMIT AND CLEARING, GRUBBING AND DEMOLITION
I
I I I
I �_, * � """ VAL,
I
SURFACE AREA PROVIDED: 15,485 SF (AT 537.00) � ", \ �, BUILDING PAD . ..... .. - 1 (TY P.) � ** W , """", / \ \ � \ \ MAY BEGIN.
, �_, "' FFE 549 \1 "I" " DITCH TO SSB �
. G , ELEV 119 6 "I'll ** "I'll"' \
-1 � F\ \ � ... � . 1, ",
,
VOLUME PROVIDED: 74,272 CF � "", , ,,,, I
� � � � � ; I I MAINTAIN POSITIVE DRAINAGE *** ,,�, -1 _­ I I \ \ � \ �
SIDE SLOPE: 3:1 � �� t \ � lk* / I "I"', \ / I �) , \ 14. GENERAL CONTRACTOR SHALL ENSURE THAT EROSION
',`­ Y i, � � j�",�, / 1 \ t \ I 11""', � / � #** \ TO SSB AT ALL TIMES. "I / *** I �11­11111 'I' I \ \ \
.. .. "I "'T"', __�,_ � � ......... I'll .1- I , \ 4Q T' , '_ - . I ,
"Ill C"o 11 \ I ,-,*A � � \ CONTROL MEASURES ARE IN PLACE AND FUNCTIONING PRIOR TO
j , , � � � � 11 I \ � I �
� I � f ; � .11 I ITT, / , 11 **# I ........... - 'Al I'� 11 � � � GRUBBING AND GRADING OPERATIONS.
I � ;; 1 1 � __ - \ \ � - A111111111", )� L , \ ,� ","I'll, - "(1, 1) , � �
i ; i i 1� i .. ..... _,""'l- \ \ � \ \ \ \ / """, "I 11 (//"� � � � � \
i 1 1 1 � __41 \ A, _1 10� " " " "�, " "" Mow 15. BEGIN MASS GRADING, INSTALLING ADDITIONAL EROSION
" " �
� I PROP. BAFFLES (TYP.) 0 \ A � Mm MM MM wa ; "I'll," \ \ / LL- --- / " 1___� i I I/ V, ­1111 iii*jj (",����� � � � CONTROL MEASURES AS INDICATED, AS REQUIRED, AND AS
� I � � \ IIIIIIIIIIIIIIIIIIIIIIII1,J10P \ __ ""'1111, � � � DEEMED NECESSARY BY THE EROSION CONTROL INSPECTOR.
I ,
I i � j` i � � % \\ � \ \ \ -1 � """"' I 11 ,,, c',� � � �
I ; j , f f "', I'll I ­11 PROP. BMP. SEE SHEET \ ", " "I'll, ... .­­� � \
\� " i i � i TVIT" F, "I'll, ''I - . I'll, "I'll" C3-04 FOR DETAILS \ 11 \ \ \ \ L)�T', I " "I'll, ""' .11 .1-l", \ 1�$ , � \ I I .1111"o,"'000000e .11, // / � � � � � 16. STABILIZATION IS THE BEST FORM OF EROSION CONTROL.
�! / / / 1-1 v \ \ A I 1, I "l-l'" \ \ \ � � A �,T, VI A-11 - � 11 .1 . .. >> � � TEMPORARY SEEDING IS NECESSARY TO ACHIEVE EROSION
I � � � PROP. TEMPORARY \ , , I . I ... 1-1 � � \ CONTROL ON LARGE DENUDED AREAS AND ESPECIALLYWHEN
I i� i I \ - DIVERSION DITCH � \ � \ 1, `­­ - NOTE: DIVERSION BERM ALONG TOP OF \ \ \ T " --*' , / / � � SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION
. ........... � , $* - � ti � . I \ \ \ � 1'11'1�,Ll I � � ..... I'll �
"I'll""I'l�:� - �, I """ "", 0 "", DITCH TO SSB-3 (TYP.) ,,,, I", \ ADVAL 1-1 I I 11 FILL SLOPE & SLOPE DRAINS MUST BE \ \ - I _11111- ,,, � � � � \ SEQUENCE.
.11,11111", I I \# .. .. .. ''I � . ... ... "I" .11,111,111, .1,11,1111, �
I " . ­1 1­1 � 1 �� __*� .11,111,111, PAT
,/ I I *# ",I GRADE POND DOWN TO MAINTAIN POSITIVE 1"',,� __1 I INSTALLED AT THE END OF EACH WORK \ 1), ,\'-, P\ I I I I I � / �; �
� 1 530.85 TO TIE SKIMMER DAY AS FILL PLACEMENT IS CONDUCTED T� - � ,("��,,,,� � FE \ \ 17. NO DEVICE SHALL BE REMOVED UNTIL SITE IS STABILIZED AND
I I \ PROP. SKIMMER / DRAINAGE TO SSB AT I"',", \ "A", �_ --- � \ \ \ " \ \__, I 11"T' I-ol "I'll" ...... /_ I WITH APPROVAL FROM EROSION CONTROL INSPECTOR.
� A, TO RISER ORIFICE -i FF- ALL TIMES. 11 \ """ __ - �,/J, __ \ \ ,�,,, . ....... - '// / \ � � FE \
"
AF 0 / 1"', IV, \,,,,, � 11, ,,,,,,,,,,, \ ..... . �_ -_ -_ -_ \ , , 1___' / 1130 I RROW PIT F� ��F �_ � � � FE \
Inw,", - TIE 6" PVC TO RISER IL � I", I", I", ,,,,,,, , PROP. TEMPORARY DIVERSION -,-\ \ ELEV \ / � � /1 .1111, .. . ..... ' -
\ - C " "I, " 1"', 10 11 P"I""""" 1, - - - DITCH TO SSB-3 (TYP.) \ PAPA "I LOCATION � ' -_ -_ � FE \ 18. UPON COMPLETION OF MASS GRADING, STABILIZATION OF
AT 531.75 1 1 ��' � ­1 ly "A"T" - - - - - - GE \ "I -_ �
\ AV, I " PLUG 3" ORIFICE AT 535.1 0 / - - 1­1 IFF"""", I "I - - MAINTAIN POSITIVE DRAINA - / " z �_ C,""' � \ PFF DRAINAGE AREAS, AND APPROVAL FROM EROSION CONTROL
- EMERGENCY SPILLWAY: 538.35 1 1 // I/ TO SSB AT ALL TIMES. \ \ 6 z (,7) � FE INSPECTOR, BEGIN MUCKING OUT AND FILLING SSB-3 TO
__ I `F, UNTIL BMP IS ONLINE. '��/ PROP. ROCK CHECK \ �,AT �, TTTTTTT 11"", , DA 3 -1 \ \ \ ? � � ", , `11_1� PROP. HIGH"HAZARD �P_111' 11 I � � � FINISHED GRADE (PHASE 111).
11 ILT FENCE (TYP.) �_,
1," OF PROP. RISER I 1-1 "o \ '-- -1 ­ - I � S �11 I I � FE \
T, \ RIM: 537.35 '\,, 11, � . 1-1 __1 - DAM (TYP.) 11-1111111 11-1- . I -_ ___ I .......... 11 202,112 SF I ,,,,,,,,,,,, "I ...... " .11,111-1 \ 0�', \ \ / \ ___ // ''I . ......... \ \ 19. INSTALL TEMPORARY DIVERSION BERMS TO SSB-4 AS SITE IS
_11', \ 24" INV OUT: 531.75 ,,, /`1 �, ELEV 538 5 �/' i -- TO"' 1, --- "I'll" , , I \\, /// -_ - - - � � BROUGHT TO FINISHED GRADE AND STORM DRAINAGE IS
\ " I .... ... h-1 IV, _,�___, :: ,, I I �0 534 /A E"�� 1, / 5 �> t \ \, ,", ___ �_ I " 1, 4.64 ACRES -- - """ . ....... I'll, .11,111,111,111, 1111-- \ ",\ \ \ I/ -' __ PROP. SILT FENCE / I � � \ INSTALLED (PHASE 111).
\ "' �� ',,,,,,,,,,, ts \" I �_ I", 11 11 �,__ ELEV 548 0 4- I ,,,, STONE OUTLET 5 (TYP.) ""'' \
I \ \ ""-, 11 11""""', . . ...... , I" 11""","",, I \ " �
""" ,\\\\ \ ( IN I" , / " - "I"" 548 �3 \ 'A 1, z z ",'ITT/ ""I ­_­ . ... ... . C,""' � � 20. ALL EROSION CONTROL DEVICES SHOULD BE MONITORED ONCE
\ _�_ _-, ''I / -4 / .... 11 I , PI 11",", "I" I ...... --- "Ill, , 1, 11""","",, �, - G) \ AWEEKAND AFTER EVERYSTORM EVENT OF"' OR GREATER BY
\" "T"', """ I - "I I ­11-11111 ", / ......... ­1 "", I �_ , IIIIIIIIIIIIIIIIIIIIIIIII PROPERTY LINE - IIIIIIIIIIIIIIIIIIIIIIIiI -Emw-�IIIIIIIIIIIIIIIIIIIIIIII� IIIIIIIIIIIIIIIIIIIIIIIII -0�� -0=- mw-!!�,R_ iim -�� - (71 � � 4
1 \ 11"',',", ,,,,,,, _1111111- "I "w / 11 �,_ 11 ',,,,,, '"', ..... �_ . . . ........... '___1 I .... .. . ­­­­ ­­,"'­_ ..... .. - - \\ 170* �_ , "11-l", . ........ � \ A CERTIFIED INSPECTOR. IF ANY FAILURES ARE FOUND THEY
. ........... ( I \1 11 .... . . .... ... �_ , I'll, "I" EV � �_ "", -11" � \ SHOULD BE REPAIRED AS SOON AS POSSIBLE.
"'T", �, 1, "' / / "" , ,,, I I "'T"', . ."'111111, " "I � \
1-1 11 I , _� --- 11 , � z � . .... .. -
I , I I I 11 , " ELEV, Ill I ......... _�3 7� ___ I ", \ \ 1_11'1�',� \ "A""', , , "//' I \ 21. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED
, ",
,
I'll, " ITT 1, I" ,,, ELE' ',,,,, � _____ ' 11"",�� �_ ", , "', 11 ELEV 547 5 \ \ \ �,, z , .1 "�/ � \ AND MAINTAINED BY CONTRACTOR IN ACCORDANCE WITH THE
'�` , D" �,, PROP 6" SLOPE DRAINS (TYP.) 11 \\�_ , " , " .1 I I'll , ""' 544 0 \ \ \\ \ ,// z """ \
11 I I . r ... ..... "" -, "I I V 53 "", 1"', NOTE: SLOPE DRAINS AT TOP OF FILL -_ ITT"T 11"""', - 1; \ � A/1" �, ", / � \ N.C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN
\ , ,,, -111-111, I'll _ � � / " SLOPE MUST BE INSTALLED AT THE - . I \ \ - , "I \
. ............ - ___ ,,,, 11 I I r " � /// __ __ '_1 "", . ......... ... � END OF EACH WORK DAY AS FILL "I I 1-1 ", TVT I ... ..... "I 11 PA, \ \",� 11 v ' V, ­­ _111 ­­ ._­ � \ MANUAL, U.S. DEPT. OF AGRICULTURE, CITY OF CHARLOTTE,
'__1 \_ I �, ,,, 11", ) F� 113 / '_1 , .......... 11""","",, ­1 --,""I'll" -11,11,111,11, \ \ \ I NOTE: EXISTING TOPO OUTSIDE PROPERTY 11 ... ­­ ­­ � � \ EROSION CONTROL ORDINANCE, AND THE CHARLOTTE
\F, I " 1, I __ �_ 11 I"',", "", � z . .................... PLACEMENT IS CONDUCTED. ", \VT I \ 1, ", BOUNDARY IMPORTED FROM GIS DATA I-,
11 - I I MECKLENBURG LAND DEVELOPMENT STANDARDS.
'_� "I I - ,,, I - - ... 4� ....... .. . .. .. .11,1111" .1 .... T" ­­1 I'', I ", 1, ,_ ... 1� - - PLO "', ...... , � � \
, I I I
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,,,, 1"', I I ,,,,, , "" I """ �, t,,- �- -1 '\ ,,, ,� "', I I,/ 1/1 \
11 1.73 LF OF 24" RCP @ 0.58% '' , 1 I " 11 1 ­77---j ELEV 547 ( , sl�_ \ POP \ P', "I"'
...... I I ", " I , I !!!!!! ; Is----- _� "", I .. .. .. I ' '_ - \ V � 22. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE
� " 7 .... - I 11""","",, � �47 "', I,/
11, .. .. .. .. """ ,�,,� - I 1 2 D, --- � I" "" -_ - I - -, "I"' \ ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT
\ I _. . , , """ I . .......... ......... - - ly \ 1"'� . -, ""' ""' I-, I - .
I ) 11 . ... .. "I "" �, __ ''"" .11 1­1 ......... - � __17, .� - , - - " 11", JS 1"'� . 1;4�� ­­ ­- ""' I-, "I"'," . 11"T, � i� OFF -SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE
. ....... 1, ) " ... ... . "I"" "I'll, .... T, 1-11" T`,(,� I I __,___________�_ 1, ""', """ � \ "', ", i
"", - � , __ __ SUB-DA STONE OUT _ET 4 ::7� �_�� _­ - LEV 546 5 "' , , 1 _�61i* - 1, � - -11, \ I-, T, AI'T' � AFFECTED PROPERTY OWNERS.
", I 21. 1 3 LF OF 24" RCP @ 0.50% I"'," __ I ­_ E Z_ ,,,,, "', I,/ I'll" ;
'
I" � , 1,;�) � , I __ 12,076 SF 1, I , I 11"", , ELEV 545 5 " ' ' I I,,, ...... ... 11 I , 1'"", ......... \ \ T� P""', �P', I I
. ....... __�,� , _W�,�_ �"'' """, �f 0.277 ACRES PROP. BAFFLES (TYP) ""' ""', "" I 9- . 11 I . "I'll 1111- ­111111111111 .111, "I \ \ '"O'll, I,/ ­1 , i ,
I I - - - - - �,',�,, 1, . ......... I 1/1 / ;
. ...... I , �_ _111111 j PPOP .qVINARAPP (TYP , --,\\ I" 11 11 " 41 ....... , - 1-1 If \ PAT 1"', ,,, I',, ", ,
-
, 1, , " I . ,V1 I - I <_ 1 - ... .. , - .I? 1/1 / I
EROSION CONTROL LEGEND
PROPERTY LINE -
- -
LIMITS OF DISTURBANCE -
LID
EX. 5'MAJOR CONTOUR -
735
EX. VMINOR CONTOUR .11,1111, .11,1111,
736 . ....... . .......
PROP. 5'MAJOR CONTOUR ----=
PROP. VMINOR CONTOUR -----=
TEMP. CONSTRUCTION
ENTRANCE (NCDEQ 6.06)
1=
1= 1= I
PROP. SILT FENCE (NCDEQ 6.62) C3
C3
INLET PROTECTION (NCDEQ 6.51)
11
TREE PROTECTION (NCDEQ 6.05) 0
0
TEMP. DIVERSION DITCH (NCDEQ 6.20) -
TD->
TEMP. ROCK CHECK DAM (NCDEQ 6.63)
4
TEMP. SILT FENCE OUTLET
C!"M
OVERALL DRAINAGE AREA �
� � �
SUB DRAINAGE AREA -
- - -
___ I- I-' I 1, , 1, 11 11 I", I- 11- - I- 11- - I I I I I I .11,111.11,1111.1111,11.11,11, _11, _11, _11, _­1 � ... "I _11, _111 111111,1111-1- ,/"",<I I �, 1� . I - ­­ .11 - .11 - .11 - .11 - .11 - .1-1 ­11- .1-1 ­11 , ­11 , ­11 , ­11 , ­11- ­11- .1-1 ­11, ­11, ­11 I , , . - 1, .1 .1 .1 .1 . . I . . I . . I - 1­1 .­­ - - - - - ____ �__ �__ I" � . ....... I" � I" I
", I'll 1 I "I I I I " ,,,, I 1, 11, - - - - I- - "_ "I'll' I'll" _11, I'll" I - ,- I- -, I - I- -11, .111, 11 .11,111, .11 - .111, 11 .111, 11 .11,111, .11,111, ­­ 11 .111, 11 ­11, ­ I ­11, . I . I .1 .1 .1 .1 .1 .1 .11.1 ­11-1 .11, 11 .11-11, .11-11, .11, 11 .11, 11 .11-11, .11-11, ­11-1 . I - -, . I - I-' �__ I
I
SOILTYPES // // I I I I I 1, , 1, 1". I- 11- I- ,--.,,-",.,"""."'ll1l.111,111.11-111.1'll"I I'll" "_ I'll" I'll" "I"' ­­ 10,� , ­1 I I I ­11, 1­1 ­1 1. I 1-11'. I . I 1-1-1 .11.1.11.1.11.1.11.1 ", "", I", �__ �__
''I 11, Ill" I , .1 .1 ""I'll", I 1, .1 .1 .1 11 AT - V = 40' 4)
BdI32 BADIN CHANNERY SILTY CLAY LOAM, 2 TO 8 PERCENT SLOPES (GROUP C) NCDEQ PROJECT ID: UNION-2021-013
- BdC2 BADIN CHANNERY SILTY CLAY LOAM, 8 TO 15 PERCENT SLOPES (GROUP C) 0 20 40 80
fl...",
CKEECH Q0 ASSOCIATES
1000 W. Morehead St.
Suite 120
Charlotte, NC 28208
p 704.376.6000
www.creech-design.com
THESE DOCUMENTS PROVIDED BY CREECH &ASSOCIATES, PA ARE SUBJECT TO
THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUAL
PROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONIC
INFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THE
ELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESS
OTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT.
0
11
L 1ndDeq,m.
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
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No.
Description
Date
1
OWNER COMMENTS
08/25/2020
2
�
NCDEQ COMMENTS
10/26/2020
�
11 9� ...... �02 ""
Project Number: (3
Date: 1 1 / 0 (`,3/2 0 2 0
EROSION CONTROL
PLAN PHASE 11
C2-01

\ \ \ v "® \
\ \ \ \ \ \ I \ EROSION CONTROL NOTES:
..., 1..
..........
r.'" " . I
\ \ \ � \ \ \ ROBERT MATHIS / TIMOTHY CHARLES HUGGINS \ \ \\ \ \\ \ � \ I 1. CONTRACTOR TO PROVIDE AS MUCH SPACE AS POSSIBLE
I BETWEEN TOE OF FILL SLOPE AND SILT FENCE.
/ \ \ I
\ \ `� \ \ \\ \ \ PID�� \ 09057010D ,� PID: 090570i C \ \\ `'`` \ \ `� �
\ \ \ PIE: 5347 PG. 628 / PIE: 1172 PG. 7 \ %0 _� "t' \ \ 2. PLEASE CONTACT NCDEQ TO ADVISE ON START DATE AND
.r''" \ \ /r r;, V� ")�°, A SCHEDULE PRE -CONSTRUCTION MEETING.
w
\ 1 \ \\ \ �\ \ \ \ TOTAL DENUDED AREA:
\ ", "" "'" „<r \ 3. ON -SITE BURIAL PITS REQUIRE AN ON -SITE DEMOLITION
` "' \ ",\, \ � / \"' r \ `" ,,, \ .. . , . LANDFILL PERMIT FROM THE ZONING ADMINISTRATOR.
/, i `
" �o,
11.71 AC
„
„ t,,,, .. ..-
\ ..., .,,,.., ... € �;,.:;':,, .' € („ .:,,,F.F,> �- � ....,, / .... .,,... , � ',,, r' ,,, rµ- ,: ., .,,,, .. °""`.,.,V,;f "' \ \ c,,.:, \ \ 4. ANY GRADING BEYOND THE LIMITS OF CONSTRUCTION SHOWN
PRIVATE DRIVE
, .... ,.. ..-r- \ I ;
_ —,
\ /,-,... _.,.,— 1 1, " \ \ \ \ \ ON THIS PLAN IS SUBJECT TO A FINE.
f f� _-�-� � �. ",.., .. ... PROPERTY LINE — ,y , _ \ I
—� x . �f�f f F� ..:. .,— #�-- — `; A \ 5. GRADING 1 ACRE OR MORE WITHOUT AN APPROVED EROSION
11 r
,;2;,. " „'i"` h,l(.r4.,, :`€(, f ' \ \ CONTROL PLAN IS A VIOLATION AND SUBJECT TO A FINE.
" ; � � r ` ".
.. G.. �,,
... ,
I,,,,,,i ...., I,,,,,,r, I,,,,,,i ...., I,,,,,,i ...., I,,,,,,r:;; I,,,,,,i ...., 1,,, ..-�. r...., ,,, ,,,,,,,,,,,,,,,,,,,,,,,,,,�,w ....,1 I • F, � � k
11 . �,II;L ..
k ., r,.. \
{ ' _ - \ 6. ALL SLOPES MUST BE SEEDED AND MULCHED WITHIN 7
n ,..�;,w-... ...-..... ....... w ....... ::'.r: ..�,,,.,,�4'", FF ..FF....... ...... ., ,f ,..... .... .... .. ;ff p V ...... .... ....... ...... r ;'4 k ........ q( v,�
..._
\F \ .. ,:,,4 .4 b'. ...-... r.^�,• ,,,,.�.,,_,,,-.......a. 4' .,.1 .... CALENDAR DAYS.
p /^I
„ ,.,,,r .W ", " /€ �, ,c ,S-i ,:,, , r 4, I ... �M�„ G , ....... .,. .. w:# s ..*a �.:.;tw.°,gre , 7 ,#° } ., '. . , \ `�`:: ; I
.. ,.,, „,. � a ",�,.:„" ,.,,, 4..:::,d ., ., G 1 „4 ,..: r r ..., .:G......G L n^. .,�.,:,,,,,,... .......V„ 4d. ,„ �^w t Y r WD t:.:i a:.;4 ', I„ ,^ ,,,,,,,,,,,, � � .,, _.,,, ,,,,,, `0 ..
W,1 An .... w t 4,"yS.a". — v4.4 b,.y 4, If l Y .: f 'v. ,. ` \
� y
\ \ \ 7. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT
" t, O \ r \ a \
r i '
} Q „w,,,,, ,,,,, \ s} ""r,,,,, "` 'f \ \ I MAY BE REQUIRED BY THE EROSION CONTROL COORDINATOR.
,.
II imm !1".., , , .} \
., I.
r
I'll 11 1.�^�, " 4I��
.. --1111�11 \ 8. SLOPES SHALL BE GRADED NO STEEPER THAN 3.1. FILL SLOPES
( I / C GREATER THAN 10' REQUIRE ADEQUATE TERRACING. SLOPES
,- '" v � O GREATER THAN 3:9 SHALL RECEIVE MATTING.
\ ` \
(r14 ,k \ I I 9. ALL ELEVATIONS ARE IN REFERENCE TO THE SURVEYORS
f
,� r
— ` \��,
33S,
ti�.rV \ r;\ r \ A GENERAL
V BENCHMARK WHICH MUST BE VERIFIED BY THE
/\ " ( \ O'' /" \ V \ "" I I CONTRACTOR PRIOR TO GROUND BREAKING.
_, . ''� �'�I i �`,,,
- — —' I ____ ` / 4 � \ "" 1 I I 10. ALL EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE
I / A A age ,F� r, ex ) V I ); WITH THE N.C. EROSION AND SEDIMENT CONTROL PLANNING
i_ — \ \ \ 1 r'Ju'V}' sr rf, 'T1'"} �j1 ,,�" ':::1 \\ \ \ 6� �� „,, \ I I AND DESIGN MANUAL.
O ` \
I I / \ V A V 'd�,' 4.i �, A°}' miuoi�umm}o,m,c4!na Y
:.� + Y \ \ A S " \\
/ \ \ \ / / \ \ \ \ �1, '? \ ) / ,. ,,,,,,,4,; '4"""" '\ I � / \\ G O 11. PERMANENT CUT AND FILL SLOPES PLACED ON A SUITABLE
/ \ — \ \ / ( ` ,,,"' \ . \ I FOUNDATION SHOULD BE CONSTRUCTED AT 3:1 (HORIZONTAL
\ — — \ rf/ \ j TO VERTICAL) OR FLATTER. PERMANENT SLOPES OF 3:1
�} 5 r \ \ /
/ \ �a I ,.' ` �) / \ �A �O \ \ i \ SHOULD BE CONSTRUCTED WHERE MOWING IS DESIRABLE AND
'I E \ ,, \ K ,`r ' \ \ , " f% " \ \ `"" � AS INDICATED. IF FILL MATERIAL IS BROUGHT ONTO THE
._ / v,,"
l2
� + \ -6 , ° rr, .. `\. �, \
I �w
_ ,. � \ � /� \ / \\ � \ � \ r, \ \ \ .," PROPERTY OR IF WASTE MATERIAL IS HAULED FROM THE
�4 \ C \ r \ / y'`'••,, / \ "� "\ \ \ \ PROPERTY THEN THE CONTRACTOR SHALL DISCLOSE THE
ji ' \ ' \ S \ ,, , \ \
I v A '' ., I'll, A \ ,..., LOCATION OF ANY ON -SITE AND/OR OFF -SITE BORROW
. „r I — _ v �( `'� \ `1, ( �i \\� I„- A"" "\ \ \ LOCATION AND/OR WASTE BURIAL LOCATION TO THE EROSION
1 / , 7 /� A /.. , A v " " \
\ � \ \ A \ \ CONTROL INSPECTOR. BORROW AND WASTE SITES MUST HAVE
�: / y__ ` / Ay'€ A APPROVE EROSION CONTROL PLAN.
""w
V / \ — ,.: V ** �` O A\\5a,, PROP. LIMITS OF " \ \
`' \ — / ' / \ I"• —\U�
�\ r"",,, \ \ /" r \ ' DISTURBANCE TYP. \ \ 12. LIMITS OF CLEARING SHOWN ARE BASED ON CUT AND FILL
i l IC 1 \ — r lu,,,,,,,, r \ � \ \ \ O \ (TYP.) \ \ 1
— N / ' �% (® x \ ` r ,J rr O \ \ \ \ \ SLOPES OR OTHER GRADING REQUIREMENTS.
I
\ f 1 "^ \
+'• \ __ \ "t' ,,,m:"""' / / ( �,, \ \ ",, \` \ \ 13. CONTRACTOR SHALL INSTALL ALL EROSION CONTROL
/\ i I / \ / F� / / , \ \ 1 ` ff rr \ sQ8 \I '. ``•• \ \ \ 1 MEASURES AS INDICATED PRIOR TO GRADING OPERATIONS. NO
Ef — — — — � / �„i, " \ \ \ \ \ DEVICE MAY BE REMOVED WITHOUT APPROVAL OF EROSION
1, \(:i 'i;,.
, „6
\ I:�I \,,, � � — ` _ _ _ I „ �"� � €', \ ,' `"r ,r .�' ,9 ``` \, ``•,, � ����8(�„� ,..,.." °., \ \ \ \ \ 1 CONTROL COORDINATOR.
y - — / ,,o �). ` rp \ \ „„,„,,„,",( ifj/, ,\ \ \
j
}': \ — /� \\,:. \ \ \ 14. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY WITH
� /�k� VaV O �:2,:„ � �',.� \,V ''rr�,�.,:�^a- m,:.� 11, .aa�. `("'\, \\ �:a€' . R::::r'f � � �-I \ \ \ \ � EXISTING CONTOURS.
,,, EXISTING PERMANENT SEDIMENT BASIN / F `',,, r \ \ \ \ \\ \\\\ \
" /
I (��I' F ` � r %� \ � \ r(1 � \ r \ \ \ \ � 15. ALL DISTANCES ARE HORIZONTAL GROUND.
,t
REFER TO L.B.S. & ASSOCIATES UNION COUNTY ( erg , , "'' r r %"' COORDINATE FACILITY AND' \
\ — r, •,• '" _ — (rr°\ }I \ ,%' \ 1' ' -' \ �" \ \ \ \ 16. ANCHOR SILT FENCE WITH STONE ON TREE PROTECTION
— — ",., JAIL EROSION CONTROL PLAN, PROJECT NO. 91010, C l O \I \ rrt PROP. INLET "I" � r' CONSTRUCTION ACCESS. \ \ \ I
"' o ZONES. DO NOT BURY.
— :>,r;, ,,.,,: , ,,,, ," , DATED OCT 12, 1992 \ / r ,fff r ,r \} \ \ \ \ \ \ \ \ \
I il,�,:> ` _ _ •i,.r, ..„,.,,E.,,:"... ",, r .. , . ". „" _ l ,„„r,,, I \ PROTECTION (TYP.) r. ,, � w � °, -- .,
�. \ — , ,",..",.. \ ,,, r " \ e\
— — ,.r..,r'."L°' , rr WC ,4 „ �\\\ \\ \ \ 17. INLET PROTECTION IS REQUIRED FOR ALL INLETS LOCATED IN
.,,,..„"," r J,,,,,,, \ \ ",,,.` ,rtr ,. ,7 I THE WORKING AREA
", . ,.: ',' „ „L, .L O \� ffrfr^ \ \ PROP. SILT FENCE TYP. \ \ \
3 ,4" PROP. INLET �, "w
— — — — — — \, \ i \111,
\ \ \ 18. INLET PROTECTION IS REQUIRED FOR ALL PHASES OF THE
"� \ d I \ Q
Cyr . r
muuuatamnmaarmacry ' w,yl „nnnmuraoomaoommomaoomamlNj�l� — �, I" ,„.; \ ,.
,^ \ _ _ \ �qa PROTECTION (TYP.) O � "„, \ ) ),, \ \ PROJECT AND UNTIL THE DISTURBED AREA IS FULLY
C r!(, iE .III — _ _ ,. ,,,,�:.. — — — \ rr ,r r r ,,,: ," ' \ `�� `' \ \ STABILIZED
1I, I — — \ r """"
o `� m_ rr " r t; rr \I ' /�, I I \ I I \ \ \
/ d N / Q� rr rr r 15 \ \ G1 - ( )" \• i 19. SEDIMENT TRAP AND BASIN SLOPES SHALL BE STABILIZED AND
1 \
:;,' t\ i IIIII — / — - - r(26 rr° r ",^�„"„ \ , \' I \ I \ \ \ / SEEDED IMMEDIATELY AFTER CONSTRUCTION.
qIkr;"r ) w, l 1,,,,,, / — _ — — 6 m �A — — - e r , ,a" r ""' """ "' 6,,_>'^ \. \ \ \ / 20. CONTRACTOR TO REPLACE ALL STAGING AND STOCKPILE
— - (14)
'" " \
/ � � AREAS TO PRE CONSTRUCTION CONDITIONS PROVIDE PHOTO
II � c, ""' "" ` .�,� �\ I\ DOCUMENTATION OF PRE -CONSTRUCTION CONDITION AT THESE
I I , ........ . ......... . . ...... _ , ..,. / A\ \ r AREAS
r rr n
a / r
I "i M• • '
° i
,�,
C„„ n h
:.4 \ I
�; / rr
�� \\ \ SEQUENCE
I
\ CONSTRUCTION S
/ r r"„;� C , r ,d ,"" r `�` I f \ N APPROVAL FROM
r r
M w
r
�:.
�',rrr" .,... \ , , .. , , c�` .", ^� ..,.. M `""""' ."" ^^,. r �,,,,,, `,,r , ® `
{{ """ _ ,.,,.,,.„.,,. ,,., ..,, .. .. . ........... . , ...,, .,., ' •",••„ ,r .. r ,% r,^r a ,."""" (,I` •' ��, \ \ I 1. OBTAIN GRADING/EROSION CONTROL PLAN
/,',fir^ 1\ „ t \,(� /` ....... � ...................... (� ..,.,,.. „ ,.,,..., / , ., , .. .,, \ "'"°: h°` ''`� , r m°„", " /„ "'•,` p
" " , , "
, ,
s NCDEQ.
........... 11,
VA�
"
i' "' r ...,,, r �, ,. €>p , .,... e 1P,£.;�. ,. ,..,., • , e; ... , ...., , ..,... I . . ........ . . .„.,,..,,. .. , / .. ... , . , _11-1 .. , .. 13 rr ,„m�° ,'" ® ,, ° � � s ,• `} \ ,\ `�." t }
.
�1111
""" IIIIIIIIIIIIIIIIII l ) ""I "" ,,r`'' \ " '"'"",rr 2. FLAG THE CONSTRUCTION LIMITS AND MARK ANY TREES,
\ ,., , I
I� ""' ('/ "" ' % nF'.1 A ,....- „ ..-, ,. C r ` \ , M\,_ A A WETLANDS, OR EXISTING STRUCTURES NOTED TO REMAIN.
F r,+ I. _ A „,,,, (��r` ., %l.} C,J,,, C./,,., ,.."-,. .. (;w, 4: f .r,,r�"" '" ,r" , ,, ` � ,A \
'�fl; "r ... ,. ,.;;,. , }% . ,...., .,. U .,..,.. , (wS ,. ,... (;/,£:> ,...., ', .... k _C;, "�"" "'" \ \ A J;;;r,. 1 \ ,,
11
4." ""
„'
/rrrr / �,.., ('F,.;; .-..- , ° .. A A .,.
�� , —," v(L.., �/ .. ..,., /. / ) \ 3. SETUP AN ON -SITE PRE CONSTRUCTION CONFERENCE WITH
v .. J \
— ....,. "", " ",,
I �* ������� r,! , . ,. , ...,.. '.. ....,,,.. , , . ,,.��'•"� " r : �' \ EROSION CONTROL INSPECTOR OF THE CITY ENGINEERING
11
\ f v,, A I
547 \ DEPARTMENT TO DISCUSS EROSION CONTROL MEASURES.
1\ a (,° __ / r � ,,r / ,r \ MUCK OUT AND
I, „1 �' °`° — — � •' ,r ; ;,;,. � \ � FAILURE TO SCHEDULE SUCH CONFERENCE 48 HOURS PRIOR TO
FILL SKIMMER
— —' - r -- ,A.r" ALTERNATEAREA A r.--' �:, ANY LAND -DISTURBING ACTIVITY IS A VIOLATION OF THE CITY
— — — — J �,a, r,,, \ SEDIMENT BASIN
II _-- (, ,r �,",r,,i,,..i< v r "' ,;,, ," CODE AND IS SUBJECT TO FINE.
I r 1r , \ V A
,,, — I h r, -,ur j
I I ' }}) _ _ _ ���, i s.l �r � rr°" —_ ,r"'" ", �""'" ^"," """�" ,. x""" ,r" I .... "a,,. "" `" `` A
_ r " 4. INSTALL TEMPORARY CONSTRUCTION ENTRANCE.
:,I, / — — — — I ",, % .r „v �.. r°''" lir') r,r - ,~rff " x .~'"" " `
r" _ •" \ \
548
�',r,;` I — — ' I 4 • ) r, , — _ \r p , "�,' \.. "\ c6r,,,; I. ^ , \ 5. INSTALL ALL TEMPORARY SILT FENCE, TREE PROTECTION, AND
� I;;1 r° �"",,`
' —
�, j , / ,,, r 'r,r — — ' \ " """" \I '° \ \ I \ ANY OTHER TEMPORARY MEASURES AS DEEMED NECESSARY BY
�" it ""' I \ / \ Q 11\ THE EROSION CONTROL INSPECTOR.
r
/,r rr \
�j r / A \j
I �� �� G1 G1 41 G1 ,, G1 G1 r'' 7 d%' / rr' r,, ,rr m /., I BEGIN CLEARING GRUBBING AND DEMOLITION OPERATIONS
" \ REMOVE ALL SURFACE SOIL CONTAINING HIGH AMOUNTS OF
'� / /1' �� Q�„ "1 \ �� r1-1 �'�� \"� "" sue'' A ORGANIC MATTER AND STOCKPILE OR DISPOSE IT PROPERLY.
I
I / " PROP. INLET rr'" 5as '111i," \ PLACE TEMPORARY SEDIMENT CONTROL MEASURES BELOW
/ — — — PROTECTION (TYP.) / rr \ -,/ \ `\
I I I , I / / ) ( r; , i W r^� rr , " "„ \Vol """""' PROP. INLET j \ Fs J r \ �\ BASIN AS NEEDED. CLEARING AND GRUBBING SHALL BE DONE
CY, ' }` ,
r ^` � \ (\ r"'y "" r ' r� rr"� , \ PROTECTION FOR f „ ) \ \ ONLY IN AREAS WHERE EARTHWORK WILL BE PERFORMED AND
I r \ \ \ ,, ONLY IN AREAS WHERE CONSTRUCTION IS PLANNED TO
r', / &)r`� � / ';}• \ ,� „M,r"'•,. rr < ',r ^ I °', r°' \ ` \ ALTERNATE SITE (TYP.) " � Q I \ \ 0
/ / ` ��r �.. o r r ,r r r r r , 2 — -1 \ \ \ COMMENCE WITHIN 14 DAYS AFTER CLEARING AND GRUBBING.
", ! ,:... / ' / / e1:. ". n,� .✓'"","-",r r„ ,r r,rr ,, ,^""•..... ,r° ,r i \ r.,.,', ,rr" - `\ , ..
.. r ,, r I ,
,
�y "
r
/ 3 r rr rr r•'•• 1, rr r \I'l' ' F \ \ \ 10. ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF
11 CAr, / \ \��\\ c y $ ,err A r r r r !tl ) "I"r \ f' \ `\ \ \ \ ` ROOTS, WOODY VEGETATION, ORGANIC MATTER, AND OTHER
/ )4', \ - —_ MUCK OUT AND FILL (\ y° rr''r rr "r r�°,' rrr1 " \ ; =,'s OBJECTIONABLE MATERIAL. PLACE THE FILL IN LIFTS NOT TO
/ \ ,o ' SKIMMER SEDIMENT BASIN 5R �� I ,,r µ� °° r \ \, \ \ EXCEED 9 INCHES, AND MACHINE COMPACT IT. OVER FILL THE
II�J \ TO ORIGINAL CONDITIONS \ 6 r , r rrrr �,,"'r , ,, r
,/� / ' ` ,,r \ \, J \ EMBANKMENT SIX INCHES TO ALLOW FOR SETTLEMENT.
c�C / 9 , rr r r
'' ' F # 1 V 1 SEDIMENT BASIN HECK DAMS AND
r , rr ��" � rti a. - 44 r�r � �rr�,�, \ A \ ° � (22 / \`\\ `\ \ �`\ �`\ 1 INSTALL SKIMMER SE S, C
I ..I / 0 �,R' r \ �r \ \ \
�I / / ' ` R «" \ CO I DIVERSION DITCHES.
�I / �+� R "' %e(A""r' i' k "', ,i `\ , \ r °"�''� \ ,:,:. ,i "�'�.. r✓"r V r`Si:9 A \,\ \ \
r
"' ," "" \ ,,�„ A \ \ EARTHEN SPILLWAYS INSTALL THE SPILLWAY IN UNDISTURBED
11 / �', r° \ MENT
I \ :,, "'r r � r r
\ " I SOIL TO THE GREATEST EXTENT POSSIBLE THE ACHIEVE
I / I ' �"" r r r r r. r , � „• \ \ \ OF PLANNED ELEVATIONS, GRADE, DESIGN WIDTH, AND
r
F ;;, \ \` \ \ ENTRANCE & EXIT CHANNEL SLOPES ARE CRITICAL TO THE
/ <`, ' PROP. INLET ® 1. �" F 4„ h ;;. r,," �,, "' PROP. INLET r" \ \ ``'' I \ \ SUCCESSFUL OPERATION OF THE SPILLWAY. THE SPILLWAY
I / PROTECTION (TYP.) ,` °' ,r^ rr \
` �,r r /11 ,, r \ , PROTECTION FOR I J` \ \ SHOULD BE LINES WITH LAMINATED PLASTIC OR IMPERMEABLE
"" , I \ \ \ \ GEOTEXTILE FABRIC. REFER TO NCDEQ E&SC DESIGN MANUAL
idRcVy / \ ` "`"' -' ",% ,;,,,-' I ``\; ,,, 4, °'rr \ ,,�"rr ALTERNATE SITE (TYP.) " - 2 _""� ,:' `\ \ Q
_ ( ) ` r r'" "I ,�" r'°°1 \ \ \ \ SECTION 6.64.8 FOR FURTHER BASIN CONSTRUCTION
I ,i ,,,, \ \ rr,, �„r <> 1 "I',-,
,,, \/ \ SPECIFICATIONS.
I1-11
"> rr, r \ r�11r, _ \ 13. CALL FOR ON -SITE INSPECTION BY EROSION CONTROL
�, r
/' / _ i r r
..... „ _ -.. , "1NH ,. r r' �,,. \ INSPECTOR. WHEN APPROVED INSPECTOR WILL ISSUE THE
,,,,,<., ``,':,,'' ,, ,r°",� r""` ,? r'" r'" , .;,`.'-„` '.. " rrr;„
PERMIT AND CLEARING, RUBBING AND DEMOLITION
- _.°..._ - __ _ i.. ii � .,," ,r I r r r ;,' \� \, �\ ,m', ,,, \ \ "\ GRADING PE G, G
—G�I / / r' \ w w w A - (30/°'\ PROP. INLET \ '' \ \ MAY BEGIN.
,, M
/ / Q-I Q / / �. ) \ ,, 4o # PROTECTION (TYP.) \ o y le ^^ \ I \ \ ' \ \ / \
,''; (� \ BUILDING , ^° , ;- \ , ..,~ \ r \
\: \ \ 14. GENERAL CONTRACTOR SHALL ENSURE THAT EROSION
I ./
54
F rt: ImL........ IIIIII IIIIII , .,r IL ...... .........➢ IIIIIIIIIIIIIIIIIIII IIIII ...............➢ IIIIIIIIIIU w III ,.. F F E 550 5 „a ........� IIIIIIIIIIIIII ....... @IIIGYfl...... .. II IIIII 4 „
c. I CONTROL MEASURES ARE IN PLACE AND FUNCTIONING PRIOR TO
„
\ \
I I �€,' 'I \
_ \ 20 Y ..,, \ GRUBBING AND GRADING OPERATIONS.
39
r
\ r !,' 4#0 rr!" \ I 15. BEGIN MASS GRADING, INSTALLING ADDITIONAL EROSION
\.
„N rrr :s �' ..,," \r, ,
_.. � CONTROL MEASURES AS INDICATED AS REQUIRED, AND AS
, � ,, , � , 1 f „
r ". „ I
r �' .
., r �
„ O - ---- -- ...._.... � r �r M - � �. p„" „--' ,,Y;r� i x \, ,,,.. ^�-", \ DEEMED NECESSARY BY THE EROSION CONTROL INSPECTOR.
I ,,,, r � `\\ rrr !�, } r „ ( \ �, � " rrr'' rr ,. PROP. INLET I
" "��b r ''::. e: ,,:: „.., rrrr r ,4 � ..g ,
\ \
IM-' , ' , PROTECTION FOR
I
I ( _,„, , ^", ,;,°°'" rrr,, r°" r°" I � 16. STABILIZATION IS THE BEST FORM OF EROSION CONTROL.
PROP. BMP. SEE SHEET ' r ~\
\ ` 39 ,. , ;;,4 r "e ALTERNATE SITE (TYP.) I \ TEMPORARY SEEDING IS NECESSARY TO ACHIEVE EROSION
\ y \ �" .." I I I
I / C3-04 FOR DETAILS � � � � � \ �„ N """;­—,� � '" �s°°rr � ,,r � °" , , o
\ " \ rrrrr,, , rr ,, CONTROL ON LARGE DENUDED AREAS AND ESPECIALLY WHEN
k" `r rmM*
\ o ' f n ✓", r"" �!. ) I I I SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION
e DCO - (449) NOTE: COORDINATE CLOSURE OF — — N w \> R� \ r r \ rrr rr L MH (/9) = 5y
r° rr 5� I I \ SEQUENCE.
��
r
ON -SITE SSB WITH NCDEQ INSPECTOR. �,fa r , „ rr ( )
FUTURE ABOVE GROUND BMP SAND A rr r \ ,; ( '� , , \ ° y �,� I \ \ \
w'• \ r \ DCO - 43 r r r„ 2i r V I I 17. NO DEVICE SHALL BE REMOVED UNTIL SITE IS STABILIZED AND
/ FILTER TO ACT AS TEMPORARY SSB / "° - , ?'' r r y5 \
i <" --r O ...11 I ,,e:, r°" ) r � I I WITH APPROVAL FROM EROSION CONTROL INSPECTOR.
' \ UPON STABILIZATION OF DRAINAGE .........iL-1.. �, r \ ��( w . r _ r r rr \ I \
am \ 1 .... .... -_ .5... _ ,, a,-, °"""� � ", ","¢,, ^4\ac * r"01" r r°"r'" csrlr 5 , a,' \ _ I \
\ AREA AND ACCEPTANCE BY ENGINEER ) -L . i
OF RECORD AND NCDEQ INSPECTOR \ _ _.._.., w::. ^^_ \ , - ,°° ° CO- 42 r - 28 /
. rN, ( ) r, r \ ) 5Re I � \ 18. UPON COMPLETION OF MASS GRADING, STABILIZATION OF
1 .. .. . „. C' \ _\ __ ��/�' r ,� \ sY __ \ \\ DRAINAGE AREAS, AND APPROVAL FROM EROSION CONTROL
PROTECTION
,-
ER_1 "\ PROP. INLET _ss _ :. w_ \;,o 11 ( )
CO - 40 err, PROP. INLET
EMERGENCY SPILLWAY: 538.35 PROP. OUTLET / (TYP) b ,
,. \ PROTECTION TYP. / �� \ rNr ° ° rr ( )
�� \ ( ) 538 . °• u N 8 8 v ;� rr PROTECTION TYP.
CORE OUT 6" ORIFICE AT S3a s \ '" > 1 5R rrr \ _
535.10 UPON INSTALLATION
__ ... D rr
OF UNDERDRAINS 53s s35 — I v CO - (41) r - ( \,r
\r "f r r
rr
v r° r ,-
\ I PROP. INLET S r G rrr r rrr rr
\ PROTECTION (TYP.) rrr r rr
"I 1101011'"
r rr
I 10
I \
\ _..... _
" . _ my ,r ,
....� rr I�,r
- ._I .... .. J ... .. �L - - \ rr'\ \ - (29)
._.
I „ ° " rr '
_. _ ,, �, N PROP. INLET rrrr
_ ._", rr
� ". \ \ \ \ " PROTECTION (TYP.) rr;°
S - (420 \ y -rII_ ". /....r rrrr
u \ III / I rrrr
;, .... z , , PROP. CURB AND r L�
/ - _ ti— I - (: GUTTER (TYP.) _ rr�,%rr
w PROP. CURB AND r
\ /i _ ,-III'-,
\
, r
, R
GUTTER TYP.
�, � SUB-DA STONE OUTLET 4 ( ) .....
_...° _ __, ...._ s4� r r `�°`
," — 8,043 SF / ,,� , ,,` \
.. ",- , -1 - 0.185 ACRES _ - ) \ \ ,r' 6R L
— — — ___
_ r " "",a>,. t/ ��• :: _....._. 539 540 _ .I
.., ,
\
PROP. OUTFALL 1-1. — �'. _.._. say _. ww:. .... 5az ., s43 5 sQ / \
— p5
, PROTECTION RIP-RAP~,,a, -, __...... saa _._. °- — s R1
,,, - MUCK OUT AND FILL SKIMMER SEDIMENT — ,, y —
L-9.75' :; (�039,��BASIN UPON STABILIZATION OF DRAINAGE I— Wo=6' � __ _ _ I R° L
" `-'- ...._. AREA AND ACCEPTANCE BY ENGINEER OF y
W=15.75' S` I RECORD AND NCDEQ INSPECTOR _....... _%,. - = 539 /
° _. ._...:...... . ,....... ......... ..... „..„. SEE INSET FOR TEMPORARY DRAINAGE ysB
i y ";;
..)-E ,� DIVERSION S
//"�,_��, , ,�
`"r \ �- �> — SUB-DA STONE OUTLET 5 }� ''
""..,. .., r - y36 ,.
t TD-> 16,678 SF
\
" 0.383 ACRES y35 •""
`" PROP RTY LINE 535 oss zro
' . " 532 533 534 , .. 53 1 ,
----
" ," _ A
PROP. SILT FENCE .. ... ..... ....,,., . e, , < 41 ,© <_G _"t'0 J;,
11, I STONE OUTLET (TYP.) „ ,,;r. 11
"• ".
r
„
r ".
-.. ".,,.. .. ,
" ` ---- ­11-11PROP. SILT FENCE " \
STONE OUTLET (TYP.)
1 \
. "."" �__
I", °"°-
"
"""" NOTE: EXISTING TOPO OUTSIDE PROPERTY
SOIL TYPES11—
r BOUNDARY IMPORTED FROM GIS DATA
,r , ...,"".. , "....,
BdB2 BADIN CHANNERY SILTY CLAY LOAM, 2 TO 8 PERCENT SLOPES (GROUP C)
BdC2 BADIN CHANNERY SILTY CLAY LOAM, 8 TO 15 PERCENT SLOPES (GROUP C)
\
r
/ / W I ( \ INSPECTOR, BEGIN MUCKING OUT AND FILLING SSB-3 TO
/ � C.
/ � I ,y I I \ \ I FINISHED GRADE (PHASE III).
PROP. HIGH HAZARD — — — — \ 119. INSTALL TEMPORARY DIVERSION BERMS TO SSB-4 AS SITE IS
/ I I BROUGHT TO FINISHED GRADE AND STORM DRAINAGE IS
SILT FENCE TYP. ..... .....
® (TYP.) i �� � � ������� � � ������� � � ������� � �������� � I I \ INSTALLED (PHASE III).
\ / / / I I \ 20 ALL EROSION CONTROL DEVICES SHOULD BE MONITORED ONCE
L � `
/ ( } \ A WEEK AND AFTER EVERY STORM EVENT OF "" OR GREATER BY
— —■PROPERTY LINE -IIIIIIIIIIIIIIEF-ffIIIIIIIIIIIIIIIIIIIIIIIII -�� -IIIIIIIIIIIIIIIIIIIIIII-_ffIIIIIIIIIIIIIIIIIIIIIIIII O � � \ A CERTIFIED INSPECTOR. IF ANY FAILURES ARE FOUND THEY
\ /
\ \ \ SHOULD BE REPAIRED AS SOON AS POSSIBLE.
SSB-3 FILL INSET � I �
21. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED
""""""""""""` 7COORDINATE CLOSURE OF SSB-3 WITH NCDEQ IIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIII AND MAINTAINED BY CONTRACTOR IN ACCORDANCE WITH THE
INSPECTOR AND ENGINEER OF RECORD UPON N.C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN
1 MANUAL, U.S. DEPT. OF AGRICULTURE, CITY OF CHARLOTTE,
INSTALLATION OF SSB-4 & STABILIZATION OF EROSION CONTROL ORDINANCE, AND THE CHARLOTTE
DRAINAGE AREA TO FINISHED GRADE. DIVERT MECKLENBURG LAND DEVELOPMENT STANDARDS.
DRAINAGE AROUND BASIN AS IT IS BROUGHT "` " 22. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE
__"
Ev: ssa.° , ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT
OFFLINE. SEE THIS SHEET FOR DETAILS. �" OFF -SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE
_. ` ` - - ... .. N _- `P' ...°..._ ` 6- V_ ..._... N _........--_ V 1 tl N 1 I N 1 ll N 1N NU _ !"
-� `�`� `-` - - - -- _-�_ AFFECTED PROPERTY OWNERS.
- PROPOSED TEMPORARY '
DIVERSION DITCH TO CB - (36)
\ TO FOLLOW MASS GRADE
CONTOURS (IN GRAY/RED).
COORDINATE DIVERSION DITCH
WITH FILLING OF SSB-3
1
.�
`..:. AELEV: 546.5--\ \, I
1
1._.._.
rA> —a_
EROSION CONTROL LEGEND
PROPERTY LINE
— —
LIMITS OF DISTURBANCE
LID
EX. 5' MAJOR CONTOUR
735
EX. V M I N O R CONTOUR ----
---- 736 -.......
PROP. 5' MAJOR CONTOUR =
PROP. V MINOR CONTOUR
TEMP. CONSTRUCTION
ENTRANCE (NCDEQ 6.06)
PROP. SILT FENCE (NCDEQ 6.62)
INLET PROTECTION (NCDEQ 6.51)
11
TREE PROTECTION (NCDEQ 6.05)
TEMP. DIVERSION DITCH (NCDEQ 6.20)
TD->
TEMP. ROCK CHECK DAM (NCDEQ 6.63)
,
TEMP. SILT FENCE OUTLET
!" y��
OVERALL DRAINAGE AREA �
� � �
SUB DRAINAGE AREA
--� <_Cj ..... ..... I
- - ­ <.'Gl <_ U
` :\_PROP. TEMPORARY DIVERSION DITCH "
4-1
TO REMAIN DURING FILL OF SSB-3 TO `
PROP. ROCK CHECK ACCOUNT FOR DRAINAGE BYPASSING ""' '" LD�'��-D D
DAM (TYP.) PROPOSED STORM INLETS (TYP.)
IIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIII I IIIIIIIIIIIIIIIIIIIIIIIII " iiiiIIIIIIIIIIIIIIIIIIII mmot*MA�IIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIII i
NCDEQ PROJECT ID: UNION-2021-013
1"=40' 4)
0 20 40 80
CKEECH (0 ASSOCIATES
1000 W. Morehead St.
Suite 120
Charlotte, NC 28208
p 704.376.6000
www.creech-design.com
THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PA ARE SUBJECT TO
THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUAL
PROPERTY SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONIC
INFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THE
ELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESS
OTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT.
LandDesi&m.
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
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Project Number: ,(
Date: 11 ('
EROSION CONTROL
PLAN PHASE III
C2-02

\
,'.; l;'b \ V \
ROBERT MATHIS TIMOTHY CHARLES HUGGINS \ ` \
F, PID: 09057010D PID: 09057010C `y\ \\ `'�\
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•
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*. \ ,. ,.. " .., RIM: 538.15
RIM: 547.32 \
20.84 LF OF -----__-_-_I
RCP @ 0.50% 15" INV. IN: 535.07 (CB - (39)) 24" INV. IN: 539.20 (CB - (7)) / /
24" INV. OUT: 538.98 (SDMH - (5))
\ ' �22.51 LF OF 1 RCP @ 0.50% 15" INV. OUT: 535.07 (CB - (37)) / \
\.....
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END STORM B. RIM: 538"18\
SDMH - (427) � 15" INV. OUT: 535.18 (CB - (38))
RIM: 536.19 REFER TO " , 540
24" INV. IN: 531.11 (RISER-1) \ � SHEET C3-02 saz 545 \ /
24" INV. OUT: 531.11 (FES - (420)) � � FOR PROFILES /
21.13 LF OF 24" RCP @ 0.50% 539 5ao
,, ,.
- - 4 _ / \
FES - (420) - - i
7.
RIM: 532.52 ........ _.......... , \ \
24" INV. IN: 531.00 (SDMH - (427)) \
`�"
_ \ /
\ //
HELMS JAMES DONALD
PID: 09057011A
STORM DRAINAGE NOTES:
I. ALL STORM SEWER CONSTRUCTION SHALL BE IN
ACCORDANCE WITH THE TOWN OF WINGATE LAND USE
ORDINANCE AND ALL OTHER COUNTY, STATE AND FEDERAL
REGULATIONS AND/OR STANDARDS.
2. CATCH BASIN RIM ELEVATIONS ARE APPROXIMATE AND GIVEN
TO PROPOSED GROUND ELEVATION.
3. RIM ELEVATIONS GIVEN ON THESE PLANS ARE APPROXIMATE
AND ARE FOR INFORMATIONAL PURPOSES ONLY. ACTUAL RIM
ELEVATIONS SHALL BE DETERMINED BY CONTRACTOR AND
ADJUSTED TO MATCH FIELD CONDITIONS.
4. COORDINATE ALL CURB AND STREET GRADES AT
INTERSECTIONS WITH INSPECTOR.
5. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO
GRADE ADJACENT PROPERTIES.
6. IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF
0
0.50/ SLOPE ON THE CURB.
7. CURB AND GUTTER SHOWN ON PLANS MAY BE ADJUSTED
BASED UPON FIELD STAKING BY ENGINEER. ASSOCIATED
STORM DRAINAGE MAY ALSO REQUIRE MODIFICATION BASED
UPON FIELD CONDITIONS.
8. ALL SHORING SHALL BE IN ACCORDANCE TO OSHA
TRENCHING STANDARDS, PART 1926 SUBPART P, AS AMENDED.
9. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL
UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION.
10. IF PROPOSED UTILITIES IS INSTALLED WITHIN 12 INCHES,
HORIZONTAL OR VERTICAL, FROM A GAS MAIN, THE
CONTRACTOR SHALL INFORM NATURAL GAS PROVIDER.
11. ALL PERSONS OR AGENCIES DOING WORK IN THE PUBLIC
STREETS, HIGHWAYS, OR PUBLIC RIGHTS -OF -WAY ARE
RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS,
COORDINATING THE WORK WITH ALL AFFECTED
GOVERNMENT AGENCIES AND UTILITIES AND INFORMING
OCCUPANTS OF ADJACENT PROPERTIES OF ACCESS IMPACTS
DUE TO THE WORK.
12. RESPONSIBILITY FOR THE INSTALLATION AND MAINTENANCE
OF ADEQUATE SAFETY DEVICES FOR THE PROTECTION OF THE
PUBLIC, THE WORKERS, AND GENERAL PROTECTION OF THE
WORK SHALL REST WITH THE CONTRACTOR DOING THE
WORK.
13. ALL TRAFFIC CONTROL THAT IS REQUIRED SHALL FOLLOW
NCDOT STANDARDS
14. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE
STREET RIGHT-OF-WAY IF DEEMED NECESSARY BY THE
INSPECTOR.
15. EARTHWORK CONTRACTORS SHALL NOTIFY AND
COOPERATE WITH ALL UTILITY COMPANIES OR FIRMS HAVING
FACILITIES ON OR ADJACENT TO THE SITE BEFORE
DISTURBING, ALTERING, REMOVING, RELOCATING, ADJUSTING
OR CONNECTING TO SAID FACILITIES. CONTRACTORS SHALL
PAY ALL COSTS IN CONNECTION WITH THE ALTERATION OF
OR RELOCATION OF THE FACILITIES. CONTRACTORS SHALL
RAISE OR LOWER TOPS OF EXISTING MANHOLES AS REQUIRED
TO MATCH FINISHED GRADES.
16. EARTHWORK CONTRACTOR SHALL COOPERATE AND WORK
WITH ALL OTHER CONTRACTORS PERFORMING WORK ON
THIS PROJECT TO INSURE PROPER AND TIMELY COMPLETION
OF THIS PROJECT.
17. THE CONTRACTOR SHALL USE WHATEVER MEASURES ARE
REQUIRED TO PREVENT SILT AND CONSTRUCTION DEBRIS
FROM FLOWING ONTO ADJACENT PROPERTIES.
CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE, AND
FEDERAL EROSION SEDIMENT AND SILTATION ORDINANCES.
CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION
CONTROL STRUCTURES UPON COMPLETION OF PERMANENT
DRAINAGE FACILITIES AND NOT BEFORE ALL AREAS DRAINING
INTO THESE STRUCTURES ARE SUFFICIENTLY STABILIZED.
18. FOR ANY WORK ON THE STATE OR CITY RIGHT-OF-WAY, THE
CONTRACTOR SHALL:
18.1. NOT STORE MATERIAL, EXCESS DIRT OR EQUIPMENT IN
THE RIGHT-OF-WAY IN CASE OF MULTILANE HIGHWAYS.
THE PAVEMENT SHALL BE KEPT FREE FROM ANY MUD OR
EXCAVATION WASTE FROM TRUCKS OR OTHER
EQUIPMENT. ON COMPLETION OF THE WORK ALL
EXCESS MATERIAL SHALL BE REMOVED FROM THE
RIGHT-OF-WAY.
18.2. PROVIDE ALL NECESSARY AND ADEQUATE SAFETY
PRECAUTIONS SUCH AS SIGNS, FLAGS, LIGHT
BARRICADES AND FLAGMEN AS REQUIRED BY THE
LOCAL AUTHORITIES AND IN ACCORDANCE WITH THE
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
THE GRADING CONTRACTOR SHALL BE SOLELY
RESPONSIBLE FOR AND HOLD HARMLESS THE CITY OF
CHARLOTTE, THE STATE OF NORTH CAROLINA, THE
ARCHITECT/ENGINEER, AND THE OWNER FROM ANY
CLAIMS FOR DAMAGE DONE TO EXISTING PRIVATE
PROPERTY, PUBLIC UTILITIES, OR TO THE TRAVELING
PUBLIC.
18.3. COMPLETE WORK TO THE SATISFACTION OF THE
TOWN OF WINGATE, UNION COUNTY, AND NCDOT
AND OBTAIN A LETTER FROM THE DEPARTMENT
STATING THAT THE WORK IS ACCEPTABLE.
19. CONTRACTOR TO COORDINATE ALL WORK WITH OTHER
UTILITY INSTALLATIONS NOT COVERED IN THESE PLANS
(ELECTRIC, TELEPHONE, GAS, CABLE, ETC.) AND ALLOW FOR
THEIR OPERATIONS AND CONSTRUCTION TO BE PERFORMED.
20. CONTRACTOR SHALL REPAIR OR REPLACE IN -KIND ANY
DAMAGE THAT OCCURS AS RESULT OF HIS WORK.
21. ALL LINEAR FOOTAGE FOR ALL UTILITY PIPES ARE
APPROXIMATE, ACTUAL INSTALLED QUANTITIES MAY VARY.
22. POST DEVELOPED TIME OF CONCENTRATION ASSUMED TO BE
5 MINUTES (0.0833 HOURS).
23. CONTRACTOR TO MAINTAIN POSITIVE DRAINAGE
THROUGHOUT CONSTRUCTION.
24. MINIMUM COVER ON ALL STORM PIPES SHALL BE 3 FEET FOR
CLASS III RCP / HDPE AND 2 FEET FOR CLASS IV RCP.
25. ALL NON-STANDARD DRAINAGE STRUCTURES (CB-S, HW'S,
FES'S, BOTTOMLESS CULVERTS, ETC.) WILL REQUIRE SEALED
CONSTRUCTION DRAWINGS.
26. "AS -BUILT" DRAWINGS AND PLANS OF THE SAND FILTER AND
DETENTION SYSTEM MUST BE SUBMITTED PRIOR TO C.O. HOLD
RELEASE INSPECTION TO THE COUNTY / STATE ENGINEERING
DEPARTMENT IN ACCORDANCE WITH THE PCCO.
27. HIGH -DENSITY POLYETHYLENE (HDPE) STORM DRAINAGE PIPE
INSTALLED WITHIN THE EXISTING OR PROPOSED PUBLIC
STREET RIGHT-OF-WAY MUST BE APPROVED BY THE COUNTY
INSPECTOR PRIOR TO ANY BACKFILL BEING PLACED. BACKFILL
MATERIAL MUST BE APPROVED BY THE COUNTY INSPECTOR
PRIOR TO THE PLACEMENT OF THE MATERIAL WITHIN THE
PUBLIC STREET RIGHT-OF-WAY.
28. ALL FOOTINGS ARE ASSUMED TO BE BE RECESSED TO A DEPTH
WHERE THE STORM DRAINAGE PIPES ARE NOT WITHIN THE
STRUCTURAL ZONE OF INFLUENCE. PLEASE REFER TO
STRUCTURAL PLANS FOR DETAILS.
PCSO SUMMARY
Original Parcel ID Number(s):
Development Type:
Commercial
Subject to PCSO? Y/N
If NO, why?
Watershed:
Middle Richardson Creek
Disturbed Area (ac):
11.71
Site Area (ac):
33.44
DA#1
Total on -site Drainage Area (ac):
5.15
Existing Built -upon -area (SF):
275,080
Existing BUA to be removed (SF):
31,121
Existing BUAto remain (SF):
243,959
Proposed New BUA (SF):
204,798
Proposed % BUA:
30.81 %
Density (High / Low)
High
Total Post -Project BUA for site:
448,757
Development or Redevelopment? 14
Development
Natural Area Required (ac):
5.85
Natural Area provided, total (ac):
23.14
Undisturbed Treed Natural Area Preserved (ac):
16.52
Total stream buffer protected on -site (ac):
N/A
Transit Station Area? Y/N
N/A
Distressed Business District? Y/N
N/A
Mitigation Type (if applicable)
1-YR VOL & 24-YR
Natural Area mitigation? Y/N
N/A
Buffer Mitigation? Y/N
N/A
Total Phosphorous Mitigation? Y/N
N/A
1"=40' 4)
0 20 40 80
CKEECH (0 ASSOCIATES
1000 W. Morehead St.
Suite 120
Charlotte, NC 28208
p 704.376.6000
www.creech-design.com
THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PAARE SUBJECT TO
THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUAL
PROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONIC
INFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THE
ELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESS
OTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT.
La--n-dDeq,m.
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
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Project Number: ,(
Date: 11 ('
STORMWATER
PLAN - BASE BID
C3-00

\
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ROBERT MATHIS TIMOTHY CHARLES HUGGINS \ ` \
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REFER TO r
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EET C3-03 '\
SH L
FOR PROFILE �._. \ -_ \ .....
„.....
"...
:B - (22)
;I M: 547.98 i
8" INV. IN: 542.87 (CB - (23)) \
8" INV. OUT: 542.87 (CB - (21))
78.90 LF OF 18" RCP @ 0.50%
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M: 547.00
" INV. IN: 542.17 (CB - (21)) I
" INV. OUT: 542.17 (CB - (19))
)2 LF OF 18" RCP @ 0.47% .I
1 C,
- (19) ( 1 (x'.)
1: 547.00
i (.-)
INV. IN: 542.05 (CB - (20))^'\
INV. IN: 542.05 (CB - (24)) ) "�,
INV. OUT: 542.05 (CB - (18)) I"`° „M
17 LF OF 18" RCP @ 0.49%,-
.,� C'"
3- (18) I ""11
1,� (h7)
M:547.54 '
INV. IN: 541.73 (CB - (19))
" INV. OUT: 541.73 (CB - (17)) \ 1
�� \
PROPERTY LINE _ _I -A '' _ _ _ _ _ _ (. (
\\ r
4, I/
\ ,
HELMS JAMES DONALD
PID: 09057011A
STORM DRAINAGE NOTES:
I. ALL STORM SEWER CONSTRUCTION SHALL BE IN
ACCORDANCE WITH THE TOWN OF WINGATE LAND USE
ORDINANCE AND ALL OTHER COUNTY, STATE AND FEDERAL
REGULATIONS AND/OR STANDARDS.
2. CATCH BASIN RIM ELEVATIONS ARE APPROXIMATE AND GIVEN
TO PROPOSED GROUND ELEVATION.
3. RIM ELEVATIONS GIVEN ON THESE PLANS ARE APPROXIMATE
AND ARE FOR INFORMATIONAL PURPOSES ONLY. ACTUAL RIM
ELEVATIONS SHALL BE DETERMINED BY CONTRACTOR AND
ADJUSTED TO MATCH FIELD CONDITIONS.
4. COORDINATE ALL CURB AND STREET GRADES AT
INTERSECTIONS WITH INSPECTOR.
5. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO
GRADE ADJACENT PROPERTIES.
6. IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF
0.50% SLOPE ON THE CURB.
7. CURB AND GUTTER SHOWN ON PLANS MAY BE ADJUSTED
BASED UPON FIELD STAKING BY ENGINEER. ASSOCIATED
STORM DRAINAGE MAY ALSO REQUIRE MODIFICATION BASED
UPON FIELD CONDITIONS.
8. ALL SHORING SHALL BE IN ACCORDANCE TO OSHA
TRENCHING STANDARDS, PART 1926 SUBPART P, AS AMENDED.
9. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL
UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION.
10. IF PROPOSED UTILITIES IS INSTALLED WITHIN 12 INCHES,
HORIZONTAL OR VERTICAL, FROM A GAS MAIN, THE
CONTRACTOR SHALL INFORM NATURAL GAS PROVIDER.
11. ALL PERSONS OR AGENCIES DOING WORK IN THE PUBLIC
STREETS, HIGHWAYS, OR PUBLIC RIGHTS -OF -WAY ARE
RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS,
COORDINATING THE WORK WITH ALL AFFECTED
GOVERNMENT AGENCIES AND UTILITIES AND INFORMING
OCCUPANTS OF ADJACENT PROPERTIES OF ACCESS IMPACTS
DUE TO THE WORK.
12. RESPONSIBILITY FOR THE INSTALLATION AND MAINTENANCE
OF ADEQUATE SAFETY DEVICES FOR THE PROTECTION OF THE
PUBLIC, THE WORKERS, AND GENERAL PROTECTION OF THE
WORK SHALL REST WITH THE CONTRACTOR DOING THE
WORK.
13. ALL TRAFFIC CONTROL THAT IS REQUIRED SHALL FOLLOW
NCDOT STANDARDS
14. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE
STREET RIGHT-OF-WAY IF DEEMED NECESSARY BY THE
INSPECTOR.
15. EARTHWORK CONTRACTORS SHALL NOTIFY AND
COOPERATE WITH ALL UTILITY COMPANIES OR FIRMS HAVING
FACILITIES ON OR ADJACENT TO THE SITE BEFORE
DISTURBING, ALTERING, REMOVING, RELOCATING, ADJUSTING
OR CONNECTING TO SAID FACILITIES. CONTRACTORS SHALL
PAY ALL COSTS IN CONNECTION WITH THE ALTERATION OF
OR RELOCATION OF THE FACILITIES. CONTRACTORS SHALL
RAISE OR LOWER TOPS OF EXISTING MANHOLES AS REQUIRED
TO MATCH FINISHED GRADES.
16. EARTHWORK CONTRACTOR SHALL COOPERATE AND WORK
WITH ALL OTHER CONTRACTORS PERFORMING WORK ON
THIS PROJECT TO INSURE PROPER AND TIMELY COMPLETION
OF THIS PROJECT.
17. THE CONTRACTOR SHALL USE WHATEVER MEASURES ARE
REQUIRED TO PREVENT SILT AND CONSTRUCTION DEBRIS
FROM FLOWING ONTO ADJACENT PROPERTIES.
CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE, AND
FEDERAL EROSION SEDIMENT AND SILTATION ORDINANCES.
CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION
CONTROL STRUCTURES UPON COMPLETION OF PERMANENT
DRAINAGE FACILITIES AND NOT BEFORE ALL AREAS DRAINING
INTO THESE STRUCTURES ARE SUFFICIENTLY STABILIZED.
18. FOR ANY WORK ON THE STATE OR CITY RIGHT-OF-WAY, THE
CONTRACTOR SHALL:
18.1. NOT STORE MATERIAL, EXCESS DIRT OR EQUIPMENT IN
THE RIGHT-OF-WAY IN CASE OF MULTILANE HIGHWAYS.
THE PAVEMENT SHALL BE KEPT FREE FROM ANY MUD OR
EXCAVATION WASTE FROM TRUCKS OR OTHER
EQUIPMENT. ON COMPLETION OF THE WORK ALL
EXCESS MATERIAL SHALL BE REMOVED FROM THE
RIGHT-OF-WAY.
18.2. PROVIDE ALL NECESSARY AND ADEQUATE SAFETY
PRECAUTIONS SUCH AS SIGNS, FLAGS, LIGHT
BARRICADES AND FLAGMEN AS REQUIRED BY THE
LOCAL AUTHORITIES AND IN ACCORDANCE WITH THE
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
THE GRADING CONTRACTOR SHALL BE SOLELY
RESPONSIBLE FOR AND HOLD HARMLESS THE CITY OF
CHARLOTTE, THE STATE OF NORTH CAROLINA, THE
ARCH ITECT/ENGIN EER, AND THE OWNER FROM ANY
CLAIMS FOR DAMAGE DONE TO EXISTING PRIVATE
PROPERTY, PUBLIC UTILITIES, OR TO THE TRAVELING
PUBLIC.
18.3. COMPLETE WORK TO THE SATISFACTION OF THE
TOWN OF WINGATE, UNION COUNTY, AND NCDOT
AND OBTAIN A LETTER FROM THE DEPARTMENT
STATING THAT THE WORK IS ACCEPTABLE.
19. CONTRACTOR TO COORDINATE ALL WORK WITH OTHER
UTILITY INSTALLATIONS NOT COVERED IN THESE PLANS
(ELECTRIC, TELEPHONE, GAS, CABLE, ETC.) AND ALLOW FOR
THEIR OPERATIONS AND CONSTRUCTION TO BE PERFORMED.
20. CONTRACTOR SHALL REPAIR OR REPLACE IN -KIND ANY
DAMAGE THAT OCCURS AS RESULT OF HIS WORK.
21. ALL LINEAR FOOTAGE FOR ALL UTILITY PIPES ARE
APPROXIMATE, ACTUAL INSTALLED QUANTITIES MAY VARY.
22. POST DEVELOPED TIME OF CONCENTRATION ASSUMED TO BE
5 MINUTES (0.0833 HOURS).
23. CONTRACTOR TO MAINTAIN POSITIVE DRAINAGE
THROUGHOUT CONSTRUCTION.
24. MINIMUM COVER ON ALL STORM PIPES SHALL BE 3 FEET FOR
CLASS III RCP / HDPE AND 2 FEET FOR CLASS IV RCP.
25. ALL NON-STANDARD DRAINAGE STRUCTURES (CB-S, HW'S,
FES'S, BOTTOMLESS CULVERTS, ETC.) WILL REQUIRE SEALED
CONSTRUCTION DRAWINGS.
26. "AS -BUILT" DRAWINGS AND PLANS OF THE SAND FILTER AND
DETENTION SYSTEM MUST BE SUBMITTED PRIOR TO C.O. HOLD
RELEASE INSPECTION TO THE COUNTY/ STATE ENGINEERING
DEPARTMENT IN ACCORDANCE WITH THE PCCO.
27. HIGH -DENSITY POLYETHYLENE (HDPE) STORM DRAINAGE PIPE
INSTALLED WITHIN THE EXISTING OR PROPOSED PUBLIC
STREET RIGHT-OF-WAY MUST BE APPROVED BY THE COUNTY
INSPECTOR PRIOR TO ANY BACKFILL BEING PLACED. BACKFILL
MATERIAL MUST BE APPROVED BY THE COUNTY INSPECTOR
PRIOR TO THE PLACEMENT OF THE MATERIAL WITHIN THE
PUBLIC STREET RIGHT-OF-WAY.
28. ALL FOOTINGS ARE ASSUMED TO BE BE RECESSED TO A DEPTH
WHERE THE STORM DRAINAGE PIPES ARE NOT WITHIN THE
STRUCTURAL ZONE OF INFLUENCE. PLEASE REFER TO
STRUCTURAL PLANS FOR DETAILS.
1"=40' 4)
0 20 40 80
CKEECH `0 ASSOCIATES
1000 W. Morehead St.
Suite 120
Charlotte, NC 28208
p 704.376.6000
www.creech-design.com
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THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PAARE SUBJECT TO
THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUAL
PROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONIC
INFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THE
ELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESS
OTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT.
LandDesi&m.
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
VWVW.LANDDESIGN.COM
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Project Number: ,(
Date: 11 ('
STORMWATER
PLAN - ALTERNATE
C3-01

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p 704.376.6000
www.creech-design.com
THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PAARE SUBJECT TO
THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUAL
PROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONIC
INFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THE
ELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESS
OTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT.
560
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Project Number: ,6
Date: 11/06/2020
STORMWATER
PROFILES - BASE
BID
C3-02

STORM LINE "STORM D - (ALT)"
CKEECH `0 ASSOCIATES
1000 W. Morehead St.
Suite 120
Charlotte, NC 28208
p 704.376.6000
www.creech-design.com
THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PA ARE SUBJECT TO
THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUAL
PROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONIC
INFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THE
ELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESS
OTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT.
Land]De '
,m.
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
VWVW.LANDDESIGN.COM
��1111111111///
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Project Number: ,6
Date: 11/06/2020
STORMWATER
PROFILES -
ALTERNATE
C3-03

BMP SAND FILTER /
\ i E PLAN VIEW /
\ HORIZONTAL SCALE: 1" = 20'
00
I `I
'b /
SDCO - (447)
... ..,,, p RIM: 534.00 / O/ /
'\ 6' INV. OUT: 532.15 (SDCO - (448)) / .0,
38.54 LF OF 6' PERF PVC @ 0.26% /
Cross-SectionFigure 1: Open Bottom Sand FifterExample:
OPTIONAL
STRUCTURELOW MERS�ION TEMPORARY WATER SURFACE , r C,RA "EL)STO' NE SURFACE..
CLEAN"�OUT / SAND FILTER MEDIA
SEDIMENT "".""
�INROIDIE ��
II''�1=1�� CHAMBER � IN�EA4S1� CIE �,u' ��
ASTI' C-33 SAND OR
(FORIEEAY") � � � � pa. EQUIVALENT)PWOwft
3:1 �
r
SLOPE
PERFORATED STANDRIPE ---
DETENTION STRUCTURE,
IN -SITU SOIL
M,
SEASONAL HIGH
WATER TABLE
3,1
SLOPE
OVERFLOW���
OUTFLOW w
SOLID PIPE
p��"
54
54
EM
PRO
53
6vo
52
52
PROFILE-BMP
SCALE: 1"=40' H & 1"=4'V
5
0
5
5
0
RISER-1...
RIM: 537.35
6" INV. IN: 531.75 (SDCO - (449))
24" INV. OUT: 531.75 (SDMH - (427))
-
--
--
...-
EX.
GROUND
(TYP.)
.....
...
...
....
BERM:
539.00
--
CLASS B RIP
-
--
--
RAP BERM
CREST: 537.00
E GE
CY
PILLWA
: 538.25'
25-
R 24-HR=537.
7
....
,...,,
..
W
P. GROUND
(TYP.)
---
2-1
24 HR=536.
3 --
��
CPv=536.20
.-.
...,
..-,
3"
RIFICE
INV:
535.1Jf�
WQv=534.47
99
BOTTOM
OF BASIN = 34.00
4" UNDERDRAIN
..-PROP.
���-
.-
.-
,'e
THROUGH
RIP RAP BERM
1.5.
' MI
. CLEANED
AS
ED
AN
1.0
' MI
. GRAVEL
WITH
6" U
DE
DR
IN
PROP. 6" UNDRDRAIN
...
...
....
1111.28
PERFORATED PIPE
LF
OF
24"
RCP
@ 0.58%-
N
N
N
N `*`*
M
M
00
00
O
O O
O O
O
M
M
�
� �
� �
�
LO
LO
LO
LO LO
LO LO
LO
0+00 0+50 1+00 1+50 2+00
M1�91
545
540
535
MVII
525
520
1 " = 20' Z)
0 10 20 40
BMP NOTES:
IN ACCORDANCE WITH NCDEQ SAND FILTER MDCS 6
AND 8, THE SAND MEDIA MUST MEET ASTM C33 OR
EQUIVALENT AND MUST BE MAINTAINED IN A MANNER
THAT RESULTS IN A DRAWDOWN OF AT LEAST TWO
INCHES PER HOUR AT THE SAND SURFACE.
SITE ALLOWABLE BUA SUMMARY CHART
ROADS/PARKING
283,934 SF
SIDEWALK/CONCRETE
63957 SF
BUILDINGS
129,074 SF
GRAVEL
10,209 SF
SITE AREA
33.44 AC
TOTAL SITE BUA
487,174 SF = 11.184 AC = 33.45%
NOTE: BUAAS-BUILT SHALL BE PROVIDED PRIOR TO THE
ISSUANCE OF BMP AS -BUILT APPROVAL
SAND FILTER BMP BUA SUMMARY CHART
ROADS/PARKING
137,268 SF
SIDEWALK/CONCRETE
15,575 SF
BUILDINGS
36,513 SF
DRAINAGE AREA
6.13 AC
TOTAL SITE MAX
ALLOWABLE BUA
189,356 SF = 4.347 AC = 70.91 %
ABOVE GROUND SAND FILTER BMP SUMMARY CHART
PEAK CONTROL
PRE -DEVELOPMENT
POST -DEVELOPMENT POST -ROUTING
STORM EVENTS
RUNOFF (CFS)
RUNOFF (CFS) RUNOFF (CFS)
ELEVATION
TOP OF DAM
539.00
25YR - 24HR
27.39
51.93 26.12
537.97
2Y R - 24HR
10.94
26.48 0.56
536.83
1YR - 24HR
7.59
20.69 0.46
536.20
1 IN - 6H R
0.17
4.53 0.08
534.47
BOTTOM OF BASIN
534.00
SAND FILTER MAX ALLOWABLE BUA
189,356 SF
0
0
BMP RISER
SCHEMATIC
NTS
0 a
01t
1
00 6:•R,. R A
00,
,�00,
CKEECH (0 ASSOCIATES
1000 W. Morehead St.
Suite 120
Charlotte, NC 28208
p 704.376.6000
www.creech-design.com
THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PA ARE SUBJECT TO
THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUAL
PROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONIC
INFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THE
ELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESS
OTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT.
LandIDAam"ern.
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
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Project Number: ,6
Date: 11/06/2020
BMP DETAIL
C3-04

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\ / / PROP. 2" IRRIGATION CONNECTION
\ 2"X8"TEE
CROSS-SECTION \ \ / 2" G.V.
A -A I \ PROP. 3" DOMESTIC LINE CONNECTION
I\ / 8"X3"TEE
I I I I v
I I I I
2 50C&c 2 50' C&c
Sao' 1700' noo' loon'
SW
600 1500' 150 000'
PLANTING PARKING PARKING PLANTING
STRIP sPnce rRn,ve2w rRn,ve2w sPnce STRIP
I
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3" G.V
PROP. 6" FIRE LINE CONNECTION
8" TO 6" REDUCER
6" G.V.
PROP. 6" FIRE REDUCED PRESSURE BACKFLOW
PREVENTION ASSEMBLY INSTALLED ABOVE GROUND
WITHIN INSULATED ENCLOSURE PER UNION COUNTY
REQUIREMENTS. ENCLOSURE DRAIN PORT(S) FOR
DISCHARGE PER UNION COUNTY REQUIREMENTS.
REFER TO DETAIL ON SHEET C5-03.
\
(S), \\
02 \\
`AAA
\
\
P TO EXISTING WM -
BODY DI TAPPING
LEEVE AND VALVE
8" G.V.
��,
i\ \
EX. GAS LINE (TYP.)
M TO REMAIN.
e,�,r�'• Jae}." aA
'ROP. 3"
CONDUIT (TYP.)
HELMS JAMES DONALD
PID: 09057011A
EX. WATER TAP AND
METER
WATER MAIN SUMMARY:
3" DOMESTIC METER 1 EACH
SIZE
MATERIAL
LENGTH
TOTAL
8" (PUBLIC)
DIP
45 LF
45 LF
6" (PRIVATE)
DIP
470 LF
470 LF
3" (PRIVATE)
DIP
475 LF
475 LF
990 LF
PRIVATE SANITARY SEWER SUMMARY:
MANHOLES 5EACH
SIZE
MATERIAL
LENGTH
TOTAL
8"
DIP
820 LF
820 LF
820 LF
PRIVATE WATER MAIN SUMMARY:
SIZE
MATERIAL
LENGTH
TOTAL
6" (PRIVATE)
DIP
470 LF
470 LF
3" (PRIVATE)
DIP
475 LF
475 LF
4" (PRIVATE)
DIP
155 LF
155 LF
1,100 LF
ESTIMATED SEWER FLOWS:
10199I:N�00e1,971:1�LTil,111115i0:11*9:IIaI
550 EMPLOYEES' 25 GPD =
13,750 GPD
TOTAL ESTIMATED DEMAND: 13,750 GPD
NATURE OF WASTEWATER: DOMESTIC
ESTIMATED WATER FLOWS:
OFFICE: 0.0174 GPM/EMPLOYEE/SHIFT
550 EMPLOYEES' 0.0174 GPM =
9.57 GPM /13,750 GPD
IRRIGATION: 7.5 GPM =
10,800 GPD
TOTAL ESTIMATED DEMAND: 24,550 GPD
REQUESTED WATER METERS:
(1) 3" DOMESTIC METER
(1) 2" IRRIGATION METER
(1) 6" FIRE LINE WITH RPDA
GENERAL NOTES:
\ \ 1. REFER TO NCDEQ DESIGN MANUAL (WATER AND SEWER POLICIES,
V'} V PROCEDURES, STANDARDS, AND SPECIFICATIONS). FOR ALL NECESSARY
`\ \ DETAILS, MATERIALS, AND SPECIFICATIONS.
EX. FIRE HYDRANT 2. REFER TO UNION COUNTY SPECIFICATIONS, UNION COUNTY WATER &
\ SEWER EXTENSION POLICY AND UNION COUNTYWATER & SEWER
\ EXTENSION ORDINANCE.
3. VERIFICATION HAS BEEN MADE BY LANDDESIGN THAT EACH LOT IS
CAPABLE OF HAVING GRAVITY SEWER SERVICE TO THE CENTER OF THE
LOT AT THE FRONT SETBACK
\ A \ \ \ 4. VERIFY ALL EXISTING UTILITY CONFLICT AREAS TO DETERMINE
,a \ \ \ TOP/BOTTOM OF PIPE. IF ACTUAL ELEVATIONS ARE DIFFERENT FROM
THOSE SHOWN ON THIS PLAN, CONTACT THE ENGINEER (LANDDESIGN,
\ INC.: 704-333-0325) BEFORE COMMENCING WITH CONSTRUCTION.
\
EX. WATER LINE (TYP.) 5. PVC PIPING SHALL BE INSTALLED WITH APPROVED COPPER TRACER WIRE.
ARP
6. MAINTAIN 10 FEET HORIZONTAL SEPARATION BETWEEN WATER AND
AV A 01 \ SEWER MAINS.
\ \ 7. METERS WILL NOT BE SET IF WATER METER BOXES, SEWER CLEAN -OUTS,
\ VALVE BOXES OR THEIR APPURTENANCES ARE DAMAGED OR
PLA
IMPROPERLY POSITIONED.
8. DESIGN ENGINEER SHALL CONFIRM THAT WATER AND SEWER MAINS AS
\ WELL AS SERVICE LINES, METER BOXES, FIRE HYDRANTS AND LATERALS
�\ ACT WILL NOT BE IN CONFLICT WITH ANY PROPOSED UTILITY INSTALLATION,
\ \\ \ LANDSCAPING AND/OR DRIVEWAYS. ANY CONFLICTS SHALL BE ATTHE
\ \A DEVELOPER'S EXPENSE TO COORDINATE AND RESOLVE AND COULD
\ \ RESULT IN DELAY OF WATER METERS BEING SET.
9. ANY CHANGES MADE TO THE PLANS FOR OTHER DISCIPLINES (STORM
WATER, EROSION CONTROL, PLANTING & LANDSCAPING, ETC.) MUST BE
\ SHOWN AND IDENTIFIED BY REVISION # AND CLOUDING. FAILURE TO DO
SO WILL DELAY THE APPROVAL OF THIS PROJECT.
\ \ 10. RESIDUAL WATER PRESSURE WHICH EXCEEDS 100 PSI MAY REQUIRE
PRESSURE REDUCING VALVES ON EACH BUILDING SERVICE.
\ - - - 11. NATURAL GAS METERING SHALL COMPLY WITH ALL REQUIREMENTS OF
\ GAS PROVIDER, AND INTERFACE TO THE BUILDING AUTOMATION SYSTEM.
12. ROOF DRAIN LEADERS ABOVE GRADE SHALL BE GALVANIZED STEEL OR
\ CAST IRON PIPING WITH NO -HUB OR BELL AND SPIGOT JOINTS WITH
COMPRESSION GASKETS. ALL ROOF DRAIN PIPING BELOW GRADE SHALL
BE HDPE.
13. MANHOLES: MANHOLE FRAME, COVER, AND GRATE CASTINGS SHALL
INCLUDE THE NAME AND LOCATION OF THE MANUFACTURER. COVERS
' SHALL HAVE CAST IDENTIFICATION MARKINGS OF "STORM DRAIN",
I ' SANITARY, "STEAM", "ELECTRICAL", "TELEPHONE"' ETC. AS APPROPRIATE.
MASONRY MANHOLES SHALL BE PARGE COATED INSIDE AND OUT.
MANHOLES ARE CONSIDERED CONFINED SPACES AND APPROPRIATE
I SAFETY MEASURES SHOULD BE TAKEN WHEN ENTERING THEM.
14. DE -WATERING: THE CONTRACTOR SHALL AT ALL TIMES PROVIDE AND
MAINTAIN AMPLE MEANS AND EQUIPMENT WITH WHICH TO REMOVE AND
I PROPERLY DISPOSE OF ANYAND ALL WATER ENTERING THE
EXCAVATION OR OTHER PARTS OF THE WORK AND KEEP ALL
1 EXCAVATIONS DRY UNTIL SUCH TIME AS PIPE LAYING AND GRADING IS
I ' COMPLETED AND STRUCTURES TO BE BUILT THEREIN ARE COMPELTED.
NO WATER SHALL BE ALLOWED TO RISE AROUND THE PIPE IN
UNBACKFILLED TRENCHES NOR SHALL IT BE ALLOWED TO RISE OVER
I MASONRY UNTIL THE CONCRETE OR MORTAR HAS SET (MIN. 2 4 HOURS).
ALL WATER LIMPED OR DRAINED FROM THE WORK SHALL BE DISPOSED
OF IN SUCH A MANNER AS TO PREVENT SILTATION AND EROSION TO
I ADJACENT PROPERTY OR OTHER CONSTRUCTION.
"'15. CONTACT LANDDESIGN INC. AT 704-333-0325 IF ANY PIPE CROSSING
' VERIFICATION IS DIFFERENT THAN WHAT IS SPECIFIED ON THE PLAN.
r BACKFLOW PREVENTION NOTES:
Ar,rt
I t'
I
:)
(7:)
NOT onion /01
ALL
I l
PROP. 3 COMPOUND IIWATER METER IN BELOW GROUND
\ \ VAULT INSTALLED PER UNION COUNTY REQUIREMENTS.
\ /\ REFER TO DETAIL ON SHEET C5-03.
PROP 2" IRRIGATION WATER METER IN BELOW
GROUND VAULT INSTALLED PER UNION COUNTY
REQUIREMENTS. REFER TO DETAIL ON SHEET C5-03.
PROP. 2" REDUCED PRESSURE PRINCIPLE BACKFLOW
PREVENTION ASSEMBLY INSTALLED ABOVE GROUND
PER UNION COUNTY REQUIREMENTS. REFER TO
DETAIL ON SHEET C5-03.
■
/ \ ALL I
PROP. 3" REDUCED PRESSURE BACKFLOW PREVENTION
V / \ ASSEMBLY INSTALLED ABOVE GROUND WITHIN
INSULATED ENCLOSURE PER UNION COUNTY
70 \ REQUIREMENTS. ENCLOSURE DRAIN PORT(S) FOR
DISCHARGE PER UNION COUNTY REQUIREMENTS.
REFER TO DETAIL ON SHEET C5-03.
PROP. 6" PIV
\ PROP. FDC
.a {
1. THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED BYPASS
PIPING, HYDRANTS, FIRE DEPARTMENT CONNECTION POINTS, OR OTHER
WATER -USING APPURTENANCES CONNECTED TO THE SUPPLY LINE
BETWEEN ANY WATER METER AND ITS REQUIRED BACKFLOW
PREVENTER.
2. EACH REQUIRED BPA IS REQUIRED TO BE TESTED BY AN APPROVED
CERTIFIED TESTER PRIOR TO PLACING THE WATER SYSTEM IN SERVICE.
WATER NOTES:
1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH NCDEQ & UCPW
STANDARD SPECIFICATIONS.
2. THE CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL
UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION.
3. ALL SHORING SHALL BE IN ACCORDANCE TO OSHA TRENCHING
STANDARDS PART 1926, SUBPART P, AS AMENDED TO DATE.
4. ANY NECESSARY LANE CLOSURES SHALL FOLLOW GUIDELINES
OUTLINED IN THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES
AND/OR C.D.O.T. WORK AREA TRAFFIC CONTROL HANDBOOK. (WATCH)
5. IF THE PROPOSED WATER MAIN IS INSTALLED WITHIN 12" IN ANY
DIRECTION (VERTICALLY OR HORIZONTALLY) FROM A GAS MAIN, THEN
THE CONTRACTOR SHALL CALL THE APPROPRIATE GAS COMPANY AND
INFORM THEM.
6. WATER MAIN TO BE INSTALLED WITH A MINIMUM OF 36" OF COVER.
WATER MAIN TO BE C900 UNLESS SPECIFIED OTHERWISE.
7. RECORD DRAWINGS OF WATER MAIN TO INCLUDE ALL VALVES, TEES,
BENDS AND HYDRANTS.
8. ALL 2" GATE VALVES SHALL BE AWWA C111 COMPLIANT.
9. FIRE HYDRANT IS TO BE PLACED A MINIMUM OF 6' BEHIND CURB AND
GUTTER OR 4' BEHIND A DITCH LINE IN CUT SECTIONS AND V BACK OF
THE BEGINNING OF SLOPE IN FILL SECTIONS.
10. AS REQUIRED BY NFPA 13 AND 24, THE SPRINKLER SYSTEM SHALL
TYPICALLY INCLUDE THE FOLLOWING:
10.1. AN ALARM CHECK VALVE WITH OUTSIDE WATER MOTOR GONG.
10.2.A POST INDICATOR VALVE LOCATED A MINIMUM 40 FEET FROM
BUILDING WALLS. PIV SHALL INCLUDE TAMPER SWITCHES OR
MONITORING DEVICES.
10.3. A FIRE DEPARTMENT CONNECTION ON THE SYSTEM SIDE OF THE
WATER SUPPLY CHECK VALVE.
SEWER NOTES:
1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH NCDEQ GRAVITY
SEWER MINIMUM DESIGN CRITERIA.
2. THE CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL
UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION.
3. ALL SHORING SHALL BE IN ACCORDANCE TO OSHA TRENCHING
STANDARDS PART 1926, SUBPART P, AS AMENDED TO DATE.
4. IF THE PROPOSED SEWER MAIN IS INSTALLED WITHIN 12" IN ANY
DIRECTION (VERTICALLY OR HORIZONTALLY) FROM A GAS MAIN, THEN
THE CONTRACTOR SHALL CALL THE APPROPRIATE GAS COMPANY
AND INFORM THEM.
5. SEWER LATERALS ARE TO HAVE A MINIMUM OF 1.00% SLOPE AND A NO
MORE THAN A 10.00% MAXIMUM SLOPE.
6. SANITARY SEWER PIPING SHALL BE PVC, SDR 35 MINIMUM, EXCEPT
WHERE DUCTILE IRON PIPE IS SHOWN. DUCTILE IRON PIPE SHALL BE
BITUMINOUS COATED, CEMENT LINED WITH PUSH -ON JOINTS
CONFORMING TO ASAA21.54 CLASS 52. JOINTS FOR UNDERGROUND
PIPING SHALL BE BELL AND SPIGOT WITH COMPRESSION GASKETS.
JOINTS FOR PIPING ABOVE GRADE MAY BE BELL AND SPIGOT WITH
COMPRESSION GASKETS OR NO -HUB.
7. ALL PROPOSED SEWER CONNECTIONS TO THE EXISTING SEWER
SYSTEM BY STRADDLE MH MUST NOT CUT INTO THE EXISTING SEWER
PIPE UNTIL THE PROPOSED SEWER LINE HAS BEEN ACCEPTED BY
UCPW. ALL CORE CONNECTIONS TO EXISTING MH'S MUST BE
PLUGGED WITH A CONCRETE PLUG IN THE INVERT OUT AT THE 1ST
PROPOSED MH UPSTREAM OF THE TIE IN POINT. THE SEWER PLUG
SHALL NOT BE REMOVED UNTIL THE PROPOSED SEWER LINE HAS
BEEN ACCEPTED BY UCPW. IF PLUG IS REMOVED PREMATURELY OR
EXISTING PIPE IS DAMAGED BY CONTRACTOR, THEY MAY BE LIABLE
FOR CLEANING ALL DOWNSTREAM SEWER MAIN AT UCPW
DISCRETION.
V=40' 4)
0 20 40 80
CKEECH `0 ASSOCIATES
1000 W. Morehead St.
Suite 120
Charlotte, NC 28208
p 704.376.6000
www.creech-design.com
THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES PAARE SUBJECT TO
THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUAL
PROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONIC
INFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THE
ELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESS
OTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT.
Land]Deq,m.
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
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I
No.
Description
Date
1
OWNER COMMENTS
08/25/2020
2
SKETCH PLAN 2ND SUBMITTAL
8/26/2020
3
UCPW COMMENTS
11/13/2020
Project Number: ,(
Date: 11 ('
UTILITY PLAN
C4-00

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DEPTH 3'-10'
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DEPTH < 3' OR > 18'
SDR - 35
SDR - 26
SDR - DIP
CKEECH ASSOCIATES
1000 W. Morehead St.
Suite 120
Charlotte, NC 28208
p 704.376.6000
www.creech-design.com
THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PA ARE SUBJECT TO
THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUAL
PROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONIC
INFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THE
ELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESS
OTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT.
Land]Desigm.
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
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Project Number: ,6
Date: 11/06/2020
UTILITY
PROFILES
C4-01

0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00
SEWER LINE "EXISTING SANITARY SEWER"
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CKEECH `0 ASSOCIATES
1000 W. Morehead St.
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Charlotte, NC 28208
p 704.376.6000
www.creech-design.com
THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PA ARE SUBJECT TO
THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUAL
PROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONIC
INFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THE
ELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESS
OTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT.
Land]De '
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704.333.0325
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No.
Description
--
Date
1
OWNER COMMENTS
08/25/2020
2
LICPW COMMENTS
11/13/2020
Project Number: ,6
Date: 11/06/2020
UTILITY
PROFILES
C4-02

SEEDBED PREPARATION NOTES:
1. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO
PLAN. COMPLETE GRADING BEFORE PREPARING SEEDBED.
2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE
TOPSOIL 3" DEEP ON SLOPES 2:1 OR FLATTER. TOTAL SEEDBED
PREPARED DEPTH SHALL BE 4" TO 6" DEEP. IF SOILS ARE
COMPACTED DURING GRADING LOOSEN TO A DEPTH OF 6" TO 8".
3. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED
FROM THE SURFACE TO PREVENT INTERFERENCE WITH ESTABLISHMENT
AND MAINTENANCE OF VEGETATION.
4. APPLY LIME ACCORDING TO SOIL TEST RECOMMENDATIONS. SOILS
WITH pH HIGHER THAN 6 NEED NOT BE LIMED. IF pH IS NOT
KNOWN APPLY LIME ACCORDING TO SEEDING SPECIFICATIONS BELOW.
APPLY LIMESTONE AND INCORPORATE INTO TOP 4" TO 6" OF SOIL.
5. APPLY FERTILIZER ACCORDING TO SOIL TEST RECOMMENDATIONS. IF
NO SOIL TEST HAS BEEN PERFORMED, APPLY FERTILIZER ACCORDING
TO SEEDING SPECIFICATIONS BELOW.
6. ROUGHEN SEEDBED SURFACE PRIOR TO APPLICATION. GROOVE OR
FURROW SLOPES STEEPER THAN 3:1.
7. FOR TEMPORARY SEEDING OF AREAS WHICH WILL NOT BE BROUGHT TO
FINAL GRADE FOR MORE THAN 30 WORKING DAYS, FOLLOW THE
TEMPORARY SEEDING SPECIFICATIONS BELOW.
PERMANENT SEEDING SPECIFICATIONS PS
LOW MAINTENANCE AREAS
STEEP SLOPES OR STONY SHALLOW OR DRY SOILS
DATES TYPE RATE
AUG. 25 - SEPT. 15 TALL FESCUE 100 LB/ACRE
FEB. 15 - MAR. 21 SERICEA LESPEDEZA 30 LB /ACRE
KOBE LESPEDEZA
10 /
LB ACRE
GENTLE SLOPES AVERAGE SOILS
AUG. 25 - SEPT. 15 TALL FESCUE
80 LB/ACRE
FEB. 15 - MAR. 21 SERICEA LESPEDEZA 20 LB/ACRE
KOBE LESPEDEZA 10 LB/ACRE
HIGH MAINTENANCE AREAS
GENTLE SLOPES, SOILS WITH AVERAGE OR BETTER MOISTURE, COOL SITES
DATES TYPE RATE
AUG. 25 - SEPT. 15 BLEND OF TWO TURF -TYPE 200 - 250 LB/ACRE
TALL RESCUES (90%) AND
TWO OR MORE KENTUCKY
BLUEGRASS VARIETIES
(10%)
GENTLE SLOPES, DRIER SOILS, PHYSICAL LIMITATIONS
AUG. 25 - SEPT. 15 BLEND OF 50% KY-31 TALL 200 - 250 LB/ACRE
FESCUE AND 50% MIXTURE
OF TWO OR MORE TURF TYPE
TALLFESCUES
EROSION CONTROL NOTES
C5-01 i
4 ON
C5-01
STRUCTURAL STONE SHALL BE
(CLASS "B" STONE FOR EROSION
CONTROL PURPOSES.
SEDIMENT CONTROL STONE SHALL BE
NO.5 OR NO.57 STONE.
F�W �1F
SEDIMENT
CONTROL
STONE
SILT FENCE
SILT
rl'-6" MIN. }I 3MAX.
i
STRUCTURAL
STONE
CROSS SECTION
E OUTLET
GRASS -LINED CHANNELS, AVERAGE SOILS
AUG. 25 - OCT. TALL FESCUE 200 LB/ACRE OR
4 - 5 LB/1000 SF
GRASS -LINED CHANNELS, DRY SOILS
APRIL 15 - JUNE 30 COMMON BERMUDA GRASS 40 - 80 LB/ACRE OR
1 - 2 LB/1000 SF
AMENDMENTS SHALL BE APPLIED AT THE RATE OF 4000 LB/ACRE OF GROUND
AGRICULTURAL LIMESTONE AND 1000 LB/ACRE OF 10-10-10 FERTILIZER.
DRY SOIL, GRASS -LINED CHANNELS SHALL USE 3000 LB/ACRE OF GROUND
AGRICULTURAL LIMESTONE AND 500 LB/ACRE OF 10-10-10 FERTILIZER.
MULCH SHALL BE APPLIED AT THE RATE OF 4000 LB/ACRE OF STRAW.
STRAW SHALL BE ANCHORED BY TACKING WITH ASPHALT. NETTING OR MULCH
ANCHORING TOOL. JUTE OR EXCELSIOR MATTING SHALL BE USED IN GRASS
LINED CHANNELS TO CALCULATED HIGH WATER DEPTH.
TEMPORARY SEEDING SPECIFICATIONS OS
DATES TYPE RATE AMENDMENT
JAN. 1 - MAY 1 RYE (GRAIN) 120 LB/ACRE 2000 LB/ACRE GROUND
FEB. 15 - MAR. 21 ANNUAL LESPEDEZA 50 LB/ACRE AGRICULTURAL LIME -
OR LOBE STONE AND 750 LB/
ACRE OF 10-10-10
FERTILIZER
MAY 1 - AUG. 15 GERMAN MILLET 40 LB/ACRE 2000 LB/ACRE GROUND
AGRICULTURAL LIME-
STONE AND 750 LB/
ACRE OF 10-10-10
FERTILIZER
AUG. 15 - DEC. 30 RYE (GRAIN) 120 LB/ACRE 2000 LB/ACRE GROUND
AGRICULTURAL LIME-
STONE AND 1000 LB/
ACRE OF 10-10-10
FERTILIZER
MULCH SHALL BE APPLIED AT THE RATE OF 4000 LB/ACRE STRAW. STRAW SHALL BE
ANCHORED BY TACKING WITH ASPHALT. NETTING OR MULCH ANCHORING TOOL.
GRADED SLOPES AND FILLS - THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE
NO GREATER THAN THE ANGLE WHICH CAN BE RETAINED BY VEGETATIVE COVER
OR OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN ANY
EVENT, SLOPES LEFT EXPOSED SHALL, WITHIN 15 WORKING DAYS OF COMPLETION
OF ANY PHASE OF GRADING BE PLANTED OR OTHERWISE PROVIDED WITH GROUND
COVER, DEVICES OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
GROUND COVER - WHENEVER LAND DISTURBING ACTIVITY IS UNDERTAKEN ON A
TRACT COMPRISING MORE THAN ONE ACRE, IF MORE THAN ONE CONTIGUOUS ACRE
IS UNCOVERED A GROUND COVER SUFFICIENT TO RESTRAIN EROSION MUST BE
PLANTED OR OTHERWISE PROVIDE WITHIN 15 WORKING DAYS ON THAT PORTION OF
THE TRACT UPON WHICH FURTHER ACTIVE CONSTRUCTION IS NOT BEING
UNDERTAKEN, PROVIDED THAT THIS SHALL NOT APPLY TO CLEARED LAND FORMING
THE BASIN OF A RESERVOIR LATER TO BE INUNDATED.
STONE OUTLET
TOP VIEW
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
Design Criteria Ensure that drainage areas do not exceed 1 acre per inlet.
Construction
L Uniformly grade a shallow depression approaching the inlet.
1 Or SCCtlrtng the wire 1]]e51] hardware CIOh ban"1'leYS, use stool T j]OSiS. The posts
Specifications
2. Drive 5-foot steel posts 2 feet into the ground surrounding the inlet.
P � �
need to be 1.25 lb/linear ft steel with a minimum length of 5 feet. Make sure
Space posts evenly around the perimeter of the inlet, a maximum of 4 feet
apart,
the posts have projections to facilitate fastening the hardware cloth. Securely
3. Surround the posts with wire mesh hardware cloth. Secure the wire
drive each stake into the ground to a minimum depth of 2 feet. The maximum
mesh to the steel posts at the top, middle, and bottom. Placing a 2-foot flap
spacing for the posts is 4 feet.
of the wire mesh under the gravel for anchoring is recommended.
4. Place clean gravel (NC DOT #5 or #57 stone) on a 2:1 slope with a
The wire mesh should be at least a 19-gauge hardware cloth with a 1/4 inch
height of 16 inches around the wire, and smooth to an even grade.
mesh opening. The total height should be a minimum of 2 feet. Providing a
5. Once the contributing drainage area has been stabilized, remove
flap of hardware cloth on the ground projecting away from the inlet can aid in
accumulated sediment, and establish final grading elevations.
removal of the stone at the project's completion. The sediment control stone,
6. Compact the area properly and stabilized it with groundcover.
with a height of 16 inches, should have a outside slope of 2: 1.
Maintenance
Inspect inlets at least weekly and after each significant ('h inch or greater)
The to elevation of the Structure must be at least 12 inches lower than the
P
rainfall event. Clear the mesh wire of any debris or other objects to provide
Y J
ground elevation downslope from the inlet. It is important that all storm
adequate flow for subsequent rains. Take care not to damage
q q ge or undercut the
flows pass over the structure into the storm drain and not bypass the structure.
wire mesh during sediment removal. Replace stone as needed.
Temporary dikes below the structure may be necessary to prevent bypass now.
Soil excavated when constructing the sediment pool may be used for this
purpose (Figure 6.51a). -
---
4' max
19-guage hardware cloth
--
--
- ------ ---
--------------
- (41 mesh openings)
3,
NCDOT #5 or #57
2'
washed stone
n 'I t
_ n
T
2 . „
m �� 1 16
4r1'(
' 7HARDWAR
C5-01
2'
E CLOTH & GRAVEL INLET PROTECTIO4DEQ6.51
NOT TO SCALE
8' max. standard strength fabric with wire fence
6' max. extra strength fabric without wire fence
Steel i,
post
Wire
fence
Design Criteria Ensure that drainage area is no greater than A, acre per 100 feet offence. This
is the maximum drainage area when the slope is less than 2 percent. Where
Plastic or wire ties all runoff is to be stored behind the fence, ensure that the maximum slope
8" down & 4"
forward along
24" the trench
Filter
" fabric
Wire
fence
Cross -Section
View
Filter
Steel fabric Backfill trench Natural
post and compact ground
thoroughly
a m m m ro m m m
.m®'""°• m ao min
min m
mmmmn m 4" m min Upslope
min m •--
mmU min
mmm mm m
mom min 8„
24" W�mm min
m m m mrom
"' m min mom m ° mmmm
p m
Maintenance inspect sediment fences at (east once a week and after each rainfall. Make any
required repairs immediately.
Should the fabric of a sediment fence collapse, tear, decompose or become
ineffective, replace it promptly.
Remove sediment deposits as necessary to provide adequate storage volume
for the next rain and to reduce pressure on the fence. Take care to avoid
undermining the fence during cleanout.
Remove all fencing materials and unstable sediment deposits and bring the
area to grade and stabilize it after the contributing drainage area has been
properly stabilized.
SILT FENCE
C5-01
length behind a sediment fence does not exceed the specifications shown in
Table 6.62a. The shorter slope length allowed for steeper slopes will greatly
reduce the maximum drainage area. For example, a 10-20 % slope may have
a maximum slope length of 25 feet. For a 100-foot length of sediment fence,
the drainage area would be 25ft X 100ft- 2500sq.ft., or 0.06 acres.
Natural
ground
/ Table 6.62a Maximum
Slope Slope Length (ft) Maximum Area (ft2)
Slope Length and Slope for
<2% 100 10,000
I(/
which Sediment Fence is
2 to 5% 75 7,500
Applicable
5 to 10% 50 5,000
10 to 20% 25 2,500
>20% 15 1,500
Make the fence stable for the r0-year peak storm runoff.
Ensure that the depth of impounded water does not exceed 1.5 feet at an point
P P Y
along the fence.
If non -erosive outlets are provided, slope length may be increased beyond
that shown in Table 6.62a, but runoff from the area should be determined and
bypass capacity and erosion potential along the fence must be checked. The
velocity of the flow at the outlet or along the fence should be in keeping with
Table 8.05d, Appendix 8.05.
Provide a riprap splash pad or other outlet protection device for any point
where flow may overtop the sediment fence such as natural depressions or
Y P P
swales. Ensure that the maximum height of the fence at aprotected, reinforced
g
outlet does not exceed 2 feet and that support post spacing does not exceed 4
feet.
The design life of a synthetic sediment fence should be 6 months.
Design Criteria Aggregate Size: Use 2-3 inch washed stone.
Dimensions of gravel pad
Thickness: 6 inches minimum
Width: 12-feet minimum or full width at all points of the vehicular
entrance and exit area, whichever is greater
Length: 50-feet minimum
Location- --Locate construction entrances and exits to limit sediment from
leaving the site and to provide for maximum utility by all construction vehicles
(Figure 6.06a). Avoid steep grades, and entrances at curves in public roads.
Figure 6.06a Gravel entrance/exit keeps sediment from leaving the construction site (modified from Va SWCC).
Table 6.62b Specifications For Sediment Fence Fabric
Temporary Silt Fence Material Property Requirements
Supported'
Un-Supported'
Type of
Test Material Units Silt Fence
Silt Fence
Value
Grab Strength
ASTM D 4632 N (Ibs)
Machine Direction
400
550
MARV
(90)
(90)
X-Machine Direction
400
450
MARV
(90)
(90)
Permittivity'
ASTM D 4491 sec-1 0.05
0.05
MARV
Apparent Opening Size'
ASTM D 4751 min 0.60
0.60
--------------------
Max. ARV'
(US Sieve #) (30)
(30)
Ultraviolet Stability
ASTM D 4355 R70% after
etained
70% after
Typical
500h of exposure
Strength
500h of exposure
' Silt Fence support shall consist of 14 gage steel wire with a mesh spacing of 150 mm (6 inches),
or prefabricated poylmer mesh of
equivalent strength.
z These default values are
based on empirical evidence with a variety of sediment. For environmentally
sensitive areas, a review of
previous experience and/or
site or regionally specific geotextile tests in accordance with Test
Method D 5141 should be performed
by the agency to confirm suitability of these requirements.
a As measured in accordance
with Test Method D 4632.
NCDEQ 6.62
NOT TO SCALE
Construction I. Clear the entrance and exit area of all vegetation, roots, and other
objectionable material and properly grade it.
Specifications
2. Place the gravel to the specific grade and dimensions shown on the plans,
and smooth it.
3. Provide drainage to carry water to a sediment trap or other suitable
outlet.
4. Use geotextile fabrics because they improve stability of the foundation in
locations subject to seepage or high water table.
Maintenance Maintain the gravel pad in a condition to prevent mud or sediment from
leaving the construction site. This may require periodic topdressing with 2-
inch stone. After each rainfall, inspect any structure used to trap sediment
and clean it out as necessary. Immediately remove all objectionable materials
spilled, washed, or tracked onto public roadways.
'5�STABALIZED CONSTRUCTION ENTRANCE
C5-01
�ealmenT Cross -.Section
storage zone
View
Figure 6.64c Example of a sediment basin with a skimmer outlet and emergency spillway. From Pennsylvania
Erosion and Sediment Pollution Control Manual, March, 2000.
Figure 3. Tree protection zone uuidefines.
g P g
An effective zone encircles a radius of at
least 1.25 feet of protected area for ever
Y
inch of trunk doonneter. A tree with a trunk
diameter of 12 inches requires a protected
radius of at least 15 feet and ideally 30 feet,
If j
i 1'24rt h
j
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Maintenance Continue to care for the site until the new owner takes possession. "fake
these steps after all materials and equipment have been removed from the
site:
• I Remove tree rotection zone fences. p
• Prune any damaged trees. Inspite offirecautions, some damage to protected
trees may occur. In such cases, repair any damage to the crown, trunk, or
root system immediately.
• Repair roots by cutting off the damaged areas and painting them with tree
paint. Spread peat moss or moist topsoil over exposed roots.
• Repair damage to bark by trimming around the damaged area as shown in
Figure ure 6.05 taper the cut to provide drainage, and ant with tree ant.
€, d, 1 p b, p p
• Cut off all damaged tree limbs above the tree collar at the trunk or main
branch. Use three separate cuts as shown in Figure 6.05d to avoid peeling
bark from healthy areas of the tree.
• Continue maintenance care. Pay special attention to any stressed, diseased, or
insect -infested trees. Reduce tree stress caused by unintended construction
damage by optimizing plant care with water, mulch, and fertilizer where
appropriate. Consult your tree expert if needed.
•Inform the property owner about the measures employed during construction,
whythose measures were taken and how the effort can be continued.
>
'3_�TREE PROTECTION DETAIL
C5-01
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NCDEQ 6.05
NOT TO SCALE
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WATER SUPPLY
NCDEQ6.06 6 CONSTRUCTION ENTRANCE TIRE WASH
NOT TO SCALE
C5-01
WASHED STONE
0.11A
NOT TO SCALE
CKEECH `0 ASSOCIATES
1000 W. Morehead St.
Suite 120
Charlotte, NC 28208
p 704.376.6000
www.creech-design.com
THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PA ARE SUBJECT TO
THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUAL
PROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONIC
INFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THE
ELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESS
OTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT.
LandDesigm.
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
VWVW.LANDDESIGN.COM
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• Inspect skimmer sediment basins at least weekly and after each significant
1. Clear, grub, and. strip the area under the embankment of all vegetation and 7. Earthen spillway s-Install the spillway m undisturbed sort to the greatest Maintenance P Y g nificant
�onstructlon g p g p Y p Y g
(one-half inch or greater) rainfall event and repair immediately. Remove
root mat. Remove all surface soil containing high amounts of organic matter extent possible. The achievement of planned elevations, grade, design width, . .
�7@Cif CatIOr1S nt
p p pope y. au a object o ab e P P
and stockpile or dispose of it property. Haul ll i n 1 material to the and entrance and exit channel slopes are critical to the successful operation sediment and restore the basin to its original chore. Pun when semen to
accumulates to one-half the height of the first baffle. Pull the skimmer to
designated disposal area. Place temporary sediment control measures below of the spillway. The s spillway should be lined with laminated plastic or
b p p 1'Yp Y p one side so that the sediment underneath it can be excavated. Excavate the
basin as needed impermeable geotextile fabric. The fabric must be wide and long enough to sediment from the entire basin, not just around the skimmer or the first cell.
2. Ensure that fill material for the embankment is free of roots, woody g growing cover the bottom] and sides and extend onto the top of the dam for anchoring Make sure vegetation in in the bottom of the basin does not hold down
g
vegetation, organic matter, and other objectionable material. Place the fill in in a trench. The edges may be secured with 8-inch staples or pins. The fabric the skirmner.
lifts not to exceed 9 inches, and machine compact it. Over fill the embankment must be long enough to extend down the slope and exit onto stable ground.
6 inches to allow for settlement. The width of the fabric must be one piece, not joined or spliced; otherwise Repair the baffles if they are damaged. Re -anchor the baffles if water is
water can get under the fabric. If the length of the fabric is insufficient for the flowing underneath or around them.
3. Shape the basin to the specified dimensions. Prevent the skimming device
N O
Description
Date
• . entire length of the spillway, multiple sections, spanning the complete width, lI the skimmer is clogged with. trash and there is water in the basin, usually
•
from r r , �
from settling into the mud by excavating a shallow pit under the skimmer or may be used. The upper sections should overlap the lower sections so
. Y pP O P O jerking on the rope will make the skimmer bob up and down and dislodge
providing a low support under the skimmer of stone or timber.
p g pp that water cannot flow ttndcr the fabric. Secure, the upper edge and sides the debris and restore flow. If this does not work, pull the sknnmer over to
1
OWNER COMMENTS
08/25/2020
icy 4. Place the barrel (typically 4-inch Schedule 40 ;PVC pipe) on a firm, smooth of the fabric in a trench with staples or pins. (Adapted From "A Manual for the side of he basin and remove the debris. Also check the orifice inside the
y.. ,. 7 T T T a i " . . ... is .
foundation of impervious soil. Do not use pervious material such as sand, Designing, Installing and Maintaining, Skrmmcr Sediment Basins. February, skimmer to sec. if rt is clogged, if so remove the debris.
gravel, or crushed stone as backfill around the pipe. Place the fill material 1999. J. W. Faircloth & Son.).
around the pipe spillway in 4-inch. layers and compact it under and around if the skimmer arm. or barrel pipe is clogged, the orifice can be removed and
N, P p p Y Y p 8. Inlets -Discharge water into the basin in a manner to prevent erosion. Use the obstruction cleared with a plumber's snake or by flushing with water. Be
the pipe to at least the same density as the adjacent embankment. Care must temporary slope drains or diversions with outlet protection to divert sediment- sure and replace the orifice before repositioning the skimmer.
be taken not to raise the pipe from the firm contact with its foundation when laden water to the upper end of the pool area to improve basin trap efficiency
compacting under the pipe haunches. (References: Runoff Control Measures and Outlet Protection). Check the fabric lined spillway for darnage and make any required repairs
with fabric that spans the full width of the spillway. Check the embankment,
Place a minimum depth of 2 feet of compacted backfill over the pipe spillway 9. Erosion control Construct the structure so that the disturbed area is spillways, and outlet for erosiondamage, and inspect the embankment for
.
before crossing it with construction equipment. In no case should the pipe minimized. Divert surface water away from bare areas. Complete the and settlement. Make all necessary repairs immediately.Remove all
piping Y p
conduit be installed by cutting a trench through the dam after the embankment embankment before the area is cleared. Stabilize the emergency spillway
trash and other debris from the skimmer and pool areas.
is complete. embankment and all other disturbed areas above the crest of the principal
r spillway immediately after construction (References: Surface Stabilization). Freezing weather can result in ice forming in the basin. Some special
5. Assemble the skimmer following the manufacturers instructions or as
b
precautions should be taken in the winter to prevent the skimmer from
designed. 10. Install porous baffles as specified in Practice 6.65, Porous Baffles. p
plugging with ice.
6. Lay the assembled skimmer on the bottom of the basin with the flexible 11. After all the sediment -producing areas have been permanently stabilized,
,gency joint at the inlet of the barrel pipe. Attach the flexible joint to the barrel pipe remove the structure and all the unstable sc im nt.y the area to
(Smooth
f woy aand position theskimmer overt hteiexcavated pit or support. Be sure to attach blend
lizat on) c adjoining areas and stabilize properly References: Sur ace
rope o e skimmer and anchor o e side e e basin. i will be used
Project Number: II ,�"
to pullthe skimmer to the side for maintenance.
Date: 11 0 (',
151 M.-hIM
�i IM
KIMMER SEDIMENT BASIN
NCDEQ 6.64
NOT TO SCALE
EROSION
CONTROL
DETAILS
C5-01

aggregateCoarse
,—f�3:1 max
•
I� •♦
• • ♦ •
• •
• w I
Design Criteria Drainage area-5 acres or less.
Capacity peak runofffrom 10-year storm.
Velocity —See Table 8.05a, Permissible Velocities for Erosion Protection,
Appendix 8.05.
Ridge design— side slope: 2:1 or flatter
3:1 or flatter at points where cross
top width: 2 It minimum
freeboard: 0.3 '11 minimum
settlement: 10% of total fill height minimum
Channel design shape: parabolic, trapezoidal, or V-shaped
side slope: 2:1 or flatter
3:1 or flatter where vehicles cross
Grades Either a uniform or a gradually increasing grade is preferred.
Sudden decreases in grade accumulate sediment and should be expected to
cause overtopping. A large increase in grade may erode.
Outlet Design the outlet to accept flow from the diversion plus any other
contributing areas. Divert sediment -laden runoff and release through a g
sediment tra m device Practice 6.60 Tem �orar Sediment Trap and
( Y Pp & f p
Practice 6.61, Sediment Basin). Flow from undisturbed areas can be dispersed
by a level spreader (Practice 6.40, Level Spreader).
Small diversions —Where the diversion channel grade is between 0.2 and
3%, a permanent vegetative cover is required. A parabolic channel and ridge
1.5 feet deep and 12 feet wide may be used for diversions with flows up to 5
cfs. This depth does not include freeboard or settlement. Side slopes should
be 3:1 or flatter, and the top of the dike must be at least 2 feet wide.
Construction 1. Remove and properly dispose of all trees, brush, stomps, and other
Practice Standards and Specifications
6.65 POROUS
ffu
Definition Porous ban�iers installed inside a temporary sediment trap, skimmer basin, or
sediment basin to reduce the velocity and turbulence of the water flowing
through the measure, and to facilitate the settling of sediment from the water
be lot discharge.
Purpose Sediment traps and basins are designed to temporarily pool runofiwater to
allow sediment to settle before the water is discharged. Unfortunately, they
are usually not very efficient due to high turbulence and "short-circuiting"
flows which take runolfquickly to the outlet with little interaction with most
of the basin. Porous baffles improve the rate or sediment retention by distributing
fire flow and reducing turbulence. This process can improve sediment retention.
Conditions Where This practice should be used in any temporary sediment trap, skinaner basin,
Practice Applies or temporary sediment hasin.
Planning Porous hall effectively spread the flow across the entire width of a sediment
Considerations basin or trap. Water flows through the baffle material, but is slowed sufficiently
to back up the flow, causing it to spread across the entire width of the baffle
(Figure 6.65a).
Spreading the flow in this manna utilizes the full cross section of the basin,
which in turn reduces flow rates or velocity as as possible. ossible. In addition
the turbulence is also greatly reduced 1 his combination increases sediment.
b Y
deposition and retention and also decreases the particle size of sediment captured.
The installation should be similar to a sediment fence (Figure 6.651b). 'the fabric
should be 700 g/tn' coir erosion blanket (Figure 6.65c) or equal. A support wire
across the top will help prevent excessive sagging if the material is attached to it
with appropriate ties.
Inlet zone
259i.) of surface all
5'Cre^st Width
11 I PfIOw
Structure
Earthen o
ei'nibainkInent
smith stabilized
side slopes
First t harnber Second Chamber
2596Off'3lrrffeacearea 2591bofsLju face are
Outlet zone
254,; ofsurfacparea
Emergency
Spillway
Specifications objectionablematerial. �
2. Ensure that the minimum constructed cross section meets all design
requirements.
Maintenance Inspect baffles at least once a week and after each rainfall. Make any required
3. Ensure that the top of the dike is not lower at any point than the design Br 5113 6.65.1
repairs immediately.
elevation plus the specified settlement. p �'
4. Provide sufficient room around diversions to permit machine regrading and
cleanout.
5. Vegetate the ridge immediately after construction, unless it will remain in
place less than 30 working days.
Maintenance Inspect temporary diversions once a week and after every rainfall. Immediately
remove sediment from the flow area and repair the diversion ridge. Carefully
check outlets and make timely repairs as needed. When the area protected is
permanently stabilized, remove the ridge and the channel to blend with the
natural ground level and appropriately stabilize it.
'9�TEMPORARY DIVERSION DITCH
C5-02 %
NCDEQ 6.20
NOT TO SCALE
Be sure to maintain access to the baffles. Should the fabric of a baffle collapse,
tear, decompose, or become ineffective, replace it promptly.
Remove sediment deposits when it reaches half full, to provide adequate
storage volume for the next rain and to reduce pressure on the baffles.
Take care to avoid damaging the baffles during cleanout, and replace if damaged
during cleanout operations. Sediment depth should never exceed half the
designed storage depth.
After the contributing drainage area has been properly stabilized, remove all
baffle materials and unstable sediment deposits, bring the area to grade, and
stabilize it.
0 BAFFLES NCDEQ 6.65
C5-02 NOT TO SCALE
CKEECH `0 ASSOCIATES
1000 W. Morehead St.
Suite 120
Charlotte, NC 28208
p 704.376.6000
www.creech-design.com
THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PA ARE SUBJECT TO
THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUAL
PROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONIC
INFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THE
ELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESS
OTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT.
•
LuIdDeq,m.
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
VWVW.LANDDESIGN.COM
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Date: 11 (`,/ ,
EROSION
CONTROL
DETAILS
C5-02

CKEECH `0 ASSOCIATES
VARIABLE Z GENERAL NOTES: Z Z Z 1000 W. Morehead St.
p FRAME GRATE AND HOOD p
H M BACK OF CURB SEE STD. NO. 840. 03 USE CLASS "B" CONCRETE THROUGHOUT. Cn O O
ROADWAY WIDTH } �--� } $ H M H M
VAR( F- Q X PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12" Q EXPANSION JOINTS } }
RIAg,-E SLOPE ABLE SL Q Q §'s" ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. Q Q Q 43" NOTE: USE TYPE "E", "F" AND "G" GRATE =� Q Q Suite 120
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OC z ., A m " Z E UAL SPACES 1 1 GRATE &HOOD � M O B r < M O
LU UQ w0 = „ --- o. IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB W Q Q EL. = 1 /2" 1 /2" W Q Z LL W Q Z EL.
CC G.7 rr AS SHOWN ON STD. NO. 840.00. F- U CC o p 3" 1- U CC O F- U Q o 7
Q F-I H B 6" USE TYPE "E", ' F' AND 'G' GRATES UNLESS OTHERWISE INDICATED. F- _ ~ Z EEiW \ / / F- _ ~ Z 1-1 21/8 _ 21/8 _ Z H p / 04.3 76.6000
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END TREATMENT DIMENSIONS v O FOR B'-o" IN HEIGHT OR LESS USE s' WALLS AND BOTTOM SLAB. OVER w o C0 F o _ _ _ - N N Co H o
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E '- SECTION X-X DRAWING NOT TO SCALE. O m = LL m = p 0 C� FOR VERTICAL ADJUSTMENT 1 rr �\ p THESE DOCUMENTS PROVIDED BY CREECH &ASSOCIATES, PAARE SUBJECT TO
4° (ABLE SHOP_ _ _ 24" 4'-8" 2'-6" 16 MIN. W TOP ELEVATION _ a o o TQP I THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUAL
6„ 0 0 WALL SECTION
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PE GRADES 2% AND UNDER o o T t NFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THE
4 1 - - �- TOP ELEVATION SECTION - BB T
L6" - - - FRAME GRATE AND HOOD i ELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESS
1 D a - ' - - STEPS - srD. No. a4o.ss - SECTION - PP SECTION - NN OTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT.
O SEE STD. NO. 840.03 STEPS - STD. N0. 840.66 3' 0" _ 3, 0„ DEPRESSED GUTTER LINE A c
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WILL MEET THE REQUIREMENTS OF AASHTO M-218. d °�2'-11%2" e 45/g" �0q
DETAIL SHOWING METHOD 4a" 3' 0' 2 2" 5 0" 5' 9' 2'-0' 3' 2' 4 2'-3' 3 2'-11" 3 2'- 11" 35 0.145 0.352 2.052 0.235 0.317 /� `\
STEEL END SECTION SHEET 1 OF 1 OF RISER CONSTRUCTION PLAN PLAN SHHEET 1 OF 2 54" 3'-0" 2'-2' 5'-7" 6'-3" 2'-7' 3'-2' 4 2' -10" 5 2'-11" 3 2'-11" 41 0.180 0.386 2.387 0.297 0.401 SHEET 2 OF 2 R SHEET 1 OF 2 / �� „� A Qw\\\\
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AS SHOWN ON STD. NO. 840.00. = Z W t 1 M F- O W / /1• \
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WATER FLOW SAG WATER FLOW r I 9% " z , Cr > c== IL EA > O O
EMIR M ELI $ INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINEER. F- W D ~ NOT FOR CONSTRUCTION
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_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ O_ W _ ' p BOTTOM SLAB. W p
r p POROUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER. L�.-H ALTERNATE CONE SECTION 2'-0°
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B 1 /2 i ^� I THE MIN. SLAB THICKNESS 'T' IS THE DIMENSION OF THE MIN. AREA OF STEEL
THINNEST PORTION OF THE TOP/BOTTOM SLAB. u°
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_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ PLAN T PLAN OF FRAME In TOP MAT OF REINFORCEMENT MAY BE NEGLECTED IF TOP SLAB HAS ECCENTRIC CONE e ° W
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SECTION B-B 8 S CAST IRON N LOCATE WALL REINFORCEMENT • 6" MAX. SPACING Q
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b. OF CIRCUM. R/F
PLAN OF GRATING W DO + 2 'W' IN MIDDLE THIRD OF WALL o
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LL Q Fv STD. 840. 16 FRAME LL W (� NONTRAFFIC BEARING: RaD b .
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Z V r- #4 BAR H Z CL Z e4o.zs 1 MIN. USE MIN. AREA OF STEEL IN TOP may, 0 EL
TYPE "F" TYPE "E" TYPE "G" TYPE - E H C F 6" A 6" N H Q O 840.33 T CLR. SLAB OF #a's @ 6" ITS. REINFORCEMENTIAL Z H
•9 a 4 6' B 6' iv Q[C ♦3. a 1/$" 1/$rr 1/Sn 1/$rr Q Q 00 EACHWAY/EACH FACE *. 4 ) cc a a
RAISED FLOW ARROW U 0 - " W FLAT TOP SLAB LONGITUDINAL
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SEE NOTE DOWEL(SEE NOTE) MAX. PIPE THIS SIDE } �- N 3'-2rr 2'-2r, 1 Q J M �` FRAME &GRATE �� `` - i- Z
1 r } Q (,'� r ���IIL.. �1� ___llL.. Z = 7z' ` 7 _ `` SEE STD. 840.54 BASE Q
/$ Q 1/8" M� W W SECTION X-X SECTION Y-Y Z _ o ___-- - FOR MANHOLE
O c p �"• M O O Q ~ I III JL ll� 7c RING AND COVER Q Q
1 N 9 13/q Q Q O V 21/8' 21/8 O d 4=--= I 4 7� o
Q• 1 /2 rr DIMENSIONS AND QUANTITIES FOR DROP INLET(BASED ON MIN. HEIGHT, H) - [C I_ _ JL _ _i °Er
1/$r, \ 1/2rrR o� of 3, 13/4" N N 2r ig/rr N N O w
1 % " 3 I 1 LL. p DIMENSIONS OF BOX & PIPE CUBIC YARDS DEDUCTIONS FOR 1� CA I - - - =-I I � �� ab"• eb"• b"•'
2'-113/4 2 1 /4 Fes.- 2'-113/4 /$ II PIPE SPAN WIDTH MIN. HEIGHT CONC. IN BOX ONE PIPE
0 1 �I� = JL - �S�'•/ / .":D•..°V`.:gD°°..°0°,:;D°°..°0°°::D° •.°0" ui
BOTTOM WALL PER To1A` \ II--'ll / \ ," / USE MIN. AREA OF STEEL <
F1 11/2 /$r 1 �2 rr D A B H SLAB FT. HT. CowcRFTH C.M. R.C. \` -_ _ _ _ = 7/ \` _ _ �� ~ IN BASE SLAB OFNEAR W
F�EI��NIMDN 3' - 6,r 2 r - 6"
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SECTION A -A H 7 " SECTION E-E SECTION F-F - ```-' TYPICAL MANHOLE SECTION a
�� /$ 18" 2' 6 0.703 0.033 0.049
24" 3'-0° 0.814 0,059 0.085 SHEET 1 OF 1 SHEET 1 OF 1 IIIIIIIIIIIIII IIIIIIIIIIIIIIII
TYPE - F SECTION A -A sHEEr z of z 30" T-0 2'-0° T-6" 0.222 0.222 0.925 0.092 0.127 SHEET 1 of 1 GRATED INLET OPTION MANHOLE OPTION
TYPE G " 840 . 03 840 .14 840 .1 A 840 . 52 pqV
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I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
4 X D OUTLET W/DITCH OUTLET W/O DITCH zo IIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
A D CLASS 'B' RIP RAP CLASS I RIP RAP CLASS 'B' RIP RAP CLASS I RIP RAP Q kg pure, w Open d Filter Example: Cross -Section �p01111111111�111 -.� TONS T _-y S.Y. TONS Y E TONS x v S.Y. TONS x v Q T &" DOWNSPOUT
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- - - - - - - 24" 5 14 15 7 15 3 1 1 7 4 12 F- U rs O Cry CLEANOUT """"'
30" $ 21 21 11 22 5 16 11 7 17 � = F z � _ SAND FILTER MEDIA PROPOSED GRADE
36" 11 28 29 15 30 7 22 16 10 23 In � LL. o _j SEDIMENT ""' PROVIDE AT HDPE LEADER TO BUILDING 4" CLEANOUT END CAP
(ASTM C 33 SAND OR
42" 15 37 39 20 39 10 28 22 13 30 o O w INFLOW CHAMBER LEAST ONE OVERFLOW DOWNSPOUT @MINIMUM 1.00°� SLOPE, INSTALLED FLUSH (S)
EQUIVALENT) SEE ROOF DRAINAGE DOWNSPOUT WITH GRADE
D 48" - - 49 26 50 - - 28 17 38 z � > �� (FOREBAY)
- - - - - - 54" 60 33 62 36 21 47 r IL o C) � CONNECTION DETAIL
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- - - - - - - 60" - - 73 40 75 - - 44 26 56 ,= o "" HDPE LEADER TO BUILDING
- - - - - - - 66" 87 48 89 54 32 67
72" 102 57 104 64 38 78 3:1 r rr
DOWNSPOUT @MINIMUM 1.00 � SLOPE '< '
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FOR CALCULATION PURPOSES
CLASS 'B' RIP RAP = 100 LBS. /FTa ' /' �' LOCATION, GRATE, AND SIZE 45oDU WYE AND
- - - - - --- _ 3 J REDUCER TO - CLASS I RIP RAP - 105 LBS./FT � I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
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876.02 C _ NOT TO SCALE 11 ROOF DRAINAGE HEADER/STORM DRAINAGE LINE 12 TYPICAL DOWN SPOUT CONNECTION
C5-03 PLAN NTS C5-03 SECTION NITS
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Description
OWNER COMMENTS
ate
08/25/2020
6 'MIN 10"MIN
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FIG 100 CHANNEL
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.
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THREADED CAP' COURSE ENCASES
xIM VALVE BO'K, IF
(TYR'3') CONCREIL
-
NOTES:
1. IT IS NECESSARY TO ENSURE THE MINIMUM DIMENSIONS SHOWN ARE SUITABLE FOR THE EXISTING GROUND CONDITIONS.
PAVERS ARE 'SET
COLLAR
ENGINEERING ADVICE MAY BE REQUIRED.
2. A MINIMUM CONCRETE STRENGTH OF 3000 PSI IS RECOMMENDED. THE CONCRETE SHOULD BE VIBRATED TO ELIMINATE
AIR POCKETS.
ON STONE BASE,
(TYP•) t 004TRACTo R HAL1,
INSTALL CONCRETE
COI LAIR F'IE,�R^
3. EXPANSION AND CRACK CONTROL JOINTS ARE RECOMMENDED TO PROTECT THE CHANNEL AND THE CONCRETE SURROUND.
ENGINEERING ADVICE MAY BE REQUIRED.
"- ___________- DETAIL A8O,,E
4. THE FINISHED LEVEL OF THE CONCRETE SURROUND MUST BE APPROX. 1/8" ABOVE THE TOP OF THE CHANNEL EDGE.
5. REFER TO ACO'S LATEST INSTALLATION INSTRUCTIONS FOR COMPLETE DETAILS.
_HDPE'
CLEANOUTIN PEDESTRIAN AREAS
-_�............
6. CONCRETE BASE THICKNESS SHOULD MATCH SLAB THICKNESS.
NOTE.
CLEANOUT COVER SHAL, HAVE
APPROPRRIATE LETTER DE&GNA'TING
TYPE 'UT'1UTY'
SET V'Ok OF CONC. COLLAR
13CLOW AAPHALT COIUR'SE,
OF
SS SANITARY SEWER
SO = STORM CDR'. SUBORAIN
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y
Dy
THE SURFACE DRAINAGE SYSTEM SHALL BE FIBERGLASS FG100 CHANNEL SYSTEM WITH STEEL FRAME AS MANUFACTURED BYra�-
ACO POLYMER PRODUCTS, INC., CHARDON, OH.
CHANNELS WILL BE MANUFACTURED FROM POLYESTER RESIN FIBERGLASS WITH EITHER PAINTED STEEL OR GALVANIZED STEEL
FRAME. FRAME SHALL BE MADE OF ANGLE STEEL WITH WELDED STEEL CONCRETE ANCHORS AND INSTALLATION BRACKETS. FRAME
SHALL HAVE WELDED CROSS MEMBERS INCORPORATING EITHER QUICKLOCK LOCKING DEVICE OR THREADED BOLT HOLE FOR
\
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Project
Number: ��
Date:
11 (` / ,
GRATE LOCKDOWN.
THE SYSTEM SHALL BE 4 INCHES (10OMM) NOMINAL INSIDE WIDTH WITH A 5.1 IN. (130MM) OVERALL WIDTH AND A BUILT-IN SLOPE
BASE CC AGGREGATE
- BASF (TJRSE
OF 0.75%. ALL CHANNELS SHALL BE INTERLOCKING WITH A MALE/FEMALE LAP JOINT.THE
COMPLETE DRAINAGE SYSTEM SHALL BE BY ACO POLYMER PRODUCTS, INC. ANY DEVIATION OR PARTIAL SYSTEM DESIGN
`� "s,
-C'flIdCR'ETE OR CONCRETE BLOCK
AND/OR IMPROPER INSTALLATION WILL VOID ANY AND ALL WARRANTIES PROVIDED BY ACO POLYMER PRODUCTS, INC.
CLEANOUT IN LAWN AREAS
CLEANOUT IN
TRAFFIC AREASSTO
CHANNEL SHALL WITHSTAND LOADING TO LOAD CLASS _*(DIN 19 580). GRATE TYPE SHALL BE APPROPRIATE TO MEET THE
-----------�
- -
R M WAT E R
SYSTEM LOAD CLASS SPECIFIED AND INTENDED APPLICATION. GRATES SHALL BE SECURED TO FRAME UTILIZING TWO BOLTS.
CHANNEL AND GRATE SHALL BE INDEPENDANTLY CERTIFIED TO MEET THE SPECIFIED DIN 19580 LOAD CLASS.
DETAILS
THE FIBERGLASS SHALL HAVE A COMPRESSIVE STRENGTH OF 16,000 PSI, TENSILE STRENGTH OF 16,400 PSI, FLEXURAL STRENGTH
OF 24,000 PSI AND THE WATER ABSORPTION RATE OF NIL. THE FIBERGLASS SHALL BE RESISTANT TO PROLONGED SALT EXPOSURE,
REPETITIVE FROST CYCLES AND CHEMICALLY RESITANT TO DILUTE ACIDS AND ALKALIS.
THE SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS.
*FILL IN AS REQUIRED.
C5-03
DRAIN
",CLEANOUT
.PLAN NTS C3-06 PLAN NTS

THREE COURSES VL
AI)ATDr ILIINEiS IAAkE ',IUM
SI I. AILIIi'f WALL. OF IM U 11
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GENERAL NOTES:
-------------
(16 ) 11OL1 OF MASIIC AND A 6"° EXTERNAL .JOINT/SEAM WRNA q IIDJS]I�"A�L.J-ED ON EACH I1ANHOI..E SE.CEICDN
E IEAI"dHRL E VACUUM ..b �'., �. I"},,, � ,.7 l.r..d'`dL .�T V lF ., �" .. q'` MANHOLE C",r ',. .�.. VACUUM
:k ..
L. IIIV..I AFTER L.A..I1 IAAINII 141_ I b IN�TAI I_LlD AND ALL I II L. AL,I. JLL Ll BUT L,I.I .ICI_ IIA.IEI II.LIIS r IIII. IYALIII I_I .IIAI I LL.. VA 11
AL.L I II L S E.IV C LI �CIDV 111L IEA1V1 ICL..L �II IAI L L31. I LL�JC.IULL` AIVLI C.bI,A(..LU C 111: C CIV I I/AC.. l wlf, SI IA:L.L I� JJI� f"JISI G AI L IAA I LI,ALA, LAL?(.)S, RNLI EC?L)II IAC..N I NEC ES SAIYY C 0 P ERF ORI111
r. r �
... . . S' _ .. _ . . C` . .IT .. . C"" W
I II I u I
. Jl E �
TI I I L�TINa. A VAC( V fmm 1fD PNf .� fmm T"r I IA � C Tfmm I I I (NI:: THI 11AEIV1 BCII . F I I L L!I fmm 1 II (�I-1 :� C1 Y LT � r' T - l A . 1 JI � I l)L . L (1LVC1J1 �& L I L LI CA I1 SV T1 L fV �IAE L A I L VAL J Y J C V E., I f I F UL I11 I JIA ,I AI L
IBC. S10PPEEI ANID I I I I IME EI IAL.u.. B I M[L AEUR[/ A FOR THE. VACUUM TO DROP TO J'T NO IES FAD-U RE C.JI THE I CET SHALL BE ANY AMOUNT OF I IME LESS I hiAN THE FM LOWING
4 I T. DAI'EEIER I"IAU``EI OC L - UA SI CONTS
C F I, DIADVE 11 LIT fVAI 11 FOLD LL ` 75 SECONDS
S F I. DIAMETER MAMIOLE - SE SECONDS
T F I . LJIIAfl`°1ET. :. ( , I,
I I" fEAP)IiJLL 1Q- �ECCfVII.,
E FT. HIAME" LL R MAW HOLE : '1CS SE( 10NIDS
1E E F. LDIAIVETEIL I`LAUvk- CLL.E = 11)5 SE(::0 DS
UI"'ION TEST I All UI)E. THE (:ClNTE RACTAV &--AI I REPAIR AI.I. ( EAIKS AND RIIIT1 Tb.I THE f'1AINIHOI.E UINTII.. THE T[1 ST HAS PASS[ [).
1D
S � AIEq.)AI,f. II L!III.
UINION C;CUINI'Y PUBLD. WOOD KS D[TAR]"MENI MANH
0-
UNION COUNTY', N C ........ ....... ET f E:
FXIS I ING ,.....
ALA I E R IAAII`L
I I BI...CCII"EIIIJ( �, DIP
i A1'LF IINGt SEE I' V11
N VALVE ...
ENCASEIAEI',)T
CD OI
CD
LIJ
OPTIUV "A"
III:. I - D).aCTIL.(:. 1IL01N1 DC. (AIC._
NOTE:
OIJ ION "A" OR ""K" WILL BE SEUU R,,ED, DEPEOING ON
T IE AMOUNT CE SI"ACC AVAII [ I E, TO BE EII I R VE TII �IEIL
EXISTI
WA1E.R ILL
AESTRk I JOIN
VALV
TO IEC°` PAS .I C.:ASIN
THRUST LIf..UV)KIIVU
AL'I''IN6 CI..I: E A
VALVE
5A"
CD
ENCASI:IYEINT
USIPTIUIS "B"
IN - OI, R[LS I (�,AIK1 I J 0 1 N ) PI::TAIL..
)NON COUNTY SUE_C DIE1S. ,
ALI Y. I ) I
.VAAF DETAIL
UNION COUIN I Y„ I'K.C:, � A� PN
Y
'.
..
�.�tLE11U�EC VEU
OI IIII: AL. NO I I
........
(1) PIPING AND E ITT1NGS SLlA1 I GEE ILUC I ILE I1 ON (AWWA C151N CLASS 350 AND
9L k L BE RIESTR41ED J M1 I OR FLANGED AS NDIA I ED ON I FH� D[1 I A11RES TI�?,AIINFL.D
JOINFS SLfAILL B1'ME( 'IA-LUS RESIRAII'KI..LD CIE AN kPPR DAL D E).DUAL.
(E) A°I.I.. VAUL TS SHAG L BE :JECC PSI CONC RE CIw AIVIL l:Al°>AB L_ OF WI I �6I ANDNCI VJ0 I:)SI!=
L 0AILIIECI I N0IN C F1AtI F I I AR A S.
(3) ACCE:SS fiATCIIES ,HAI.f.. BE ALUMII'CIV 150 PST AITVV LCCIKASI I COVER DFVICE.
`,CANUf ACILINER SI1AL1.. EIE L)IL.CO, IIALICA`` DE kD'DROVEI) LC)L)AL.
(TI) INSTALL VAULT AU LOGE OF R6HT O `DAY LTC NOT PLACE IN PAVEMENT.
(5) PIPING 10 BE A MINII`VUI,E OF 1E" ))FF OF FLOOR
(E) LDEVELOPELC MUST CONTACT UC1W uTUS I"Cf` UT N' SPRVI(":IE 10 PAY METEIN' LOST A
`6 TAI LATOI1 TEES AND SO C)ULE I I IL WA I E R I'11 1 E R INS LALLA 4 ION
(T) I)YPASS PIPE EQUAL I GMT TER SITE
T-_
VAC)L I. IAES1UN EEA O I I-iTI-ES~�
A C r- I S I...AFDI:)CI")
s.
Y IJLSVLIEN E SEA I
>
SADDL[. CIS FITTING GA S . , ,
L
C I �' I
V ()
..cAVC ..
C •,:... (IVT DIHEC I I'I I„NS)
THREADED DED H", "CES I. SI. UG , ...
I... O W ,, ....•.
0
n
S4 ........ 2 r} L f F
°
a
Y1 I IS
a
a
SI::)001 ::: I : 2XD
,.
.°
:C"-C" SPOOL.. I NGT(I D. ...
4 ", = S^ ","pp �S P CD LD I I N IS U" I f rr
'
4
s
L
STANDARD FDL�TAII
UNION COUN 1 Y 1 U[fl.I( WORKS UEPAK 11VECV..1..
UIN10N COUJN I Y, N C
I:\,II.STI:: IIIINT
AAI.AL..
11II"'SIRAINT
AAILV
54' RESTRAINT wJT. I-LIL:LII.. MIN D I ,E ST R A I N -II JT. ISFl[z DI
S0rE " CORP, STOP A
TEE
IA II 0T0SII...IW1 IDF10O OSILD.....Y
II I ..
L.. L I II
10II� S .IL.RAII� I -TAPPING AAI...A. �. I A�1L..AIING' VALVE
...., �.,
RL
. TIAIIIT
AL..>I�ISII IIAE �IUq
...
IIIS14
IIII I.... ' FOI.� TII--IRUS L����.1LII� IIO.:� I RIµ1 IIII (�S RI...O � II O IB � I �I
ON
'SEE ID I AII,.A 1O11 AII...X 1
171
M� KF
EXI°SI II°11) WAIT'R ISAIIN EXISTING WA I ER MAIN
O 1
IIIITI ........ II__IR C..O AOAI II::I0RL_..I�� IIII TO ABANDONED
COIN0AIEII L.OLI�IIR L
W I 1 L..� 1 �..� 11.1 E A O II . L R O II..��L
1 1 L.
WITH TIIILEAL�I.11 IO
A
E
1 .. TI AI T
_..
..T I L_ ! O i ILL L... R IL��.� A I I I
"��" w.,.. 4.V I h,.,,. I �a L.. � I,... A R I I I .... .w ..... .. ....
11 C O I 1 I IIiT. I A I01C R 1DIR
r I
�� ., �� N1 ....
IIIOT ALw.IL... WA I IIIAAIIIS�w, AO10S L XI. IRS 10 I ILEAI�. MUST L.0 A IIIIIIXTIIT IL.1I. ARL... OF A �°� DNA l I OII
..
_L 6L OI AV M E N I C. I••\ 3AI°1 O F C UII.".
UNION C(VT rCSILSAPAwLA_I A(LTM E_..
AT
STANDARD FSTAk.. �.- I ....
... ,
UNION ICOUN I A„ U C, VV'A E M A � N R E L L A N
NOTES: TAPPING VALVE
1. INSTALLATION, MATERIALS AND DEVICES SHALL CONFORM TO UNION
EXISTING WATER MAIN
COUNTY PUBLIC WORKS SPECIFICATION AND REQUIREMENTS
2. ALL PIPE TO BE RESTRAINT JOINT DIP FROM TAP TO BACKFLOW
AND/OR FIRE VAULT.THE 1-1/2 & 2 INCH PIPE SHALL BE BRASS TO THE
BACKFLOW. ALTERNATE (3 INCH VALVE AND 3" RESTRAINT JOINT DIP
IN LIEU OF BRASS)
3. FEES MUST BE PAID PRIOR TO INSTALLATION.
EDGE OF PAVEMENT
4. NO PVC PIPE SHALL BE USED WITHIN 5 FEET EACH END OF A BACKFLOW TAP BY I I
ENCASEMENT
PREVENTER. DEVELOPER
5. METERS 3 INCH & LARGER: CONTRACTOR INSTALLS APPROPRIATE DIP
GATE VALVE PER MAIN I
I
LINE THROUGH VAULT AND SUPPLIES VAULT. UNION COUNTY WILL
SIZE BY DEVELOPER I
I
INSTALL METER AND BYPASS AT PREVAILING COSTS. CONTRACTOR TO I
I
INSTALL APPROPRIATE SIZE RPZ.
EDGE OF PAVEMENT
6. FIRE DEPARTMENT CONNECTION (FDC) MUST BE WITHIN 100 FT MAX OF
TEE PER MAIN SIZE
PUBLIC HYDRANT PER FIRE CODE.
BY DEVELOPER
7, FIRE HYDRANT NOT REQUIRED IF THERE IS AN EXISTING PUBLIC FIRE
HYDRANT WITHIN 500 LF OF THE REDUCED PRESSURE DETECTOR
PUBLIC FIRE HYDRANT
ASSEMBLY. FOR ROADWAY WITH MORE THAN 2 LANES EXISTING
SEE NOTE #7
( )
PUBLIC FIRE HYDRANT MUST BE ON THE SAME SIDE OF THE ROAD WAY
GATE VALVE PER MAIN SIZE
AS THE REDUCED PRESSURE DETECTOR ASSEMBLY.
BY DEVELOPER
1-1/2" OR 2" WATER METER AND
R/W
VAULT PER UNION COUNTY STD BY
2'-0" MIN. TO FACE OF VALVE
UNION COUNTY AT PREVAILING COST
HAND WHEEL VALVE TO BE
5' MAX DISTANCE FROM R/W TO BACKFLOW
INSTALLED AT TIME OF TAP
PREVENTER, UNLESS APPROVED BY UCPW
z
SET BACK LINE
1-1/2" OR 2" BACKFLOW PREVENTER
I_,_I
z
FIRE VAULT AND BACKFLOW
REDUCED PRESSURE SYSTEM BY
�
PREVENTER: REDUCED PRESSURE
DEVELOPER ABOVEGROUND BEHIND
DETECTORE ASSEMBLY BY DEVELOPER
CD`
SET BACK (UNION COUNTY STD.) o
(SEE DETAIL)
UNION COUNTY PUBLIC WORKS DEPARTMENT
STANDARD DETAIL
SCALE:
UNION COUNTY, N.C.
WATER IONNEIT ON
N.T.S.
DATE:
22
12-12-19
1 T1'1,D" F(YR A" SEF,1.
115V " I; 01: ; T Sl,I Rc
T_AN GII-Ew BAIL AI`E11ILF
AL fllI R V.AI VI:::
METER
rL AII VALVI:
15'° OCK CAR
- FL AINC II]aI D BALL AI°Y1C IE
AE D I: A VALVE:
i!4 • �,
1. •:
v 'v
i.
III- V A L. I 1 J" SDI': #5 7 WASIII:D
STq N[kL BAST:
TV "r BRASS AND COPPER
_-� 1) C�"II EI°�lla TO
IEI..TER INLET AND ILUTI I I I I DT I CJUIF)PE"E) WEI [ I FLANGED
2) CSS IYI IIV SC) HEIRS SHALL AT I:..CLILI YY PED `WITI I STAIN )AR N I. DW
I.,AI 1- AI
BYPASS WITI V t N r� \ Y 1 .. " A I I L..,... I `J f�'�'`h L_ `�s" �;_ t-M I V .I.�I� (.1 P �I II ...., L..I; 1.,,. ��. W 1. � ..J S
,:)J. CUS .I I IIM I . I I LEAS I IAI .I..... ,.. RE ..AS MA::I"VI AL; 1,JIRED .1) r° IP1l,JI...I...I_I I'F, EA"m
I.)' I.bA D, IA Y uMC,DI-II JAI.. D I...IA AE'T I�I.....IA/I_..IJ L_LTUAI.....
,I) CTIS..FOM SETTER SI-14 I BE INS I All..l._E...1.) S U C I I T F1AT EEC "I"TA
REG I S FER IS I F1CAg U E: -D I5 TO 8 INCFI (I :S UL_L_I::I V METER I)UX CI I `V E:A',
CL ME I EIR D`g` C0ILL N Y"Y 12 R E V A ]: L I I`IC ITATF
C7CI
S.
/
f.1AEI..._
10_E2...14
20 T R A F TIC. IRArTL_) S T L E .... A`XM`j1-RA ML & S'LLVLI-'.
AV
3 VA"
S?
01
A"
I-1A11111)1-F- ER LA I Cf....1 �..I.. I)VUACLIAT..f.
lME...FDR VS,I JL .(...
AA I
2.7"
C:ECND RE I L
E TE-I OPE ` "N
1111 I F FI:IM 10
AI. LI w
UPAIINA SL
Ch::I1,.I(.)h I
STORE
STANDARD III. TAJII.....
UNIDO D UNTY' PUBLIC WORKS DEPARTMENT SCALE
T.1° ASNR D 1� �: " 2" ?il llA FE R I N �� A L LA " III ,ION ��:J L"����
SUNII.. U SI II,JISTY, IS C. D,A I
6 c3- DBE L�
NtJ I I:S'
ESM I'/R/W LINI
_....
4" CL[.�IAN OUI ER..I"ISON
TC I"F I ��ELECI�U Af I I:II
1
1"1CI_EAIF)-0UT S I I A L I [1 E AEIJUSTEI) TO 6RAIIE
CONCll�CIICfI TO BUT CIfgJA PPI l It"
s
A I1,1I";D E1 E POST RC.1110AE:U UY UEIC PI..IJIII B,E IwlP0IE
C:)INN[-CTICI"LI 10 THE TAT'.
I
I
� "" � ", I�, �..
XE" fIAIIA(C L).. TC7 UE
E.
b c b � <""
LUTAIEE I) ..)IiAq L HATE I V I& EI E IC11`) TC II G f A_I A C)lLE
1
LI_)1(JVI E AI I I RCCfEIAI I(4I ON
40 TNAGON -
1�H
DCI`JG ILI_(:)IT....
_._.
IlI_.I�U1�1F,II�➢L
- � . SERVICE ,
FRENIH EDEIV OR INSTALL 'I E ,FALL SERVICE
� I
1IN 'I�i.I f LC_ I
I IEuq
I
(SEE IVCdIl�"L��
LAEERAI.. EI"LOM "IT IF A" S"I"LIB OUT.
TLII``6 1
1
RIT SHED GRALEI:
E
AI...IL C..0I'VSI RUCT10I'`) I:Y THE PLCJIII HE R, EITHEIR, 0 P T I IN 1
UII 0 P f IUN 2 SHAI-L E,F INSETE CTI:..D AND AR0VEI.l
1'
11Y UN1C`I`E CC11J1`L.LY I EL)I'll ILIIVA IgVS['E.0 I i.lC) ,JI`!f)Ef-L A
AAI..ID P UIll ITINS P ERN1II
/,
CON I RAC l C!fE OR CIIN11: [l COUN I `` PUBLll WOIJ %IIKS
F'VC `TI I`1AI.F. �
ERSOM\IEL MAY ADJUST SERVICE L ATEAAI.. CL.CVA 11ON
ADAF1 OR W/SIC. ..
E U
"TITI I Tf L .L.IA S IF AIJILUUA EE GRADE I: XIS I .,
�
111 VIDE
MIN��
E.
b � , L
I ATI F�AI.._CNIVFCIICIV.. 1U 11AIlli�)I I... f1U ,T Isl.
,
(-O.I 1I_LI ALL) I13C.OF IINSTAI EEC,
LE" SCH 140 I:DVC.....
AI.'' IONAI_
C+E ... 1/8 LTEIVID
L SC IE L, E CCIAUINA 11C`1IV
1,C)'I...EIL I.. ~AI.I.I.)S(CL ...,
CgV9VIECIICN ('I.YC)
w
A,C r'I. 1 C BE IIA�> I AELLU
/-n--
�
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------
IJJ` I:EUII FDI "`:, E`I IUkYIEI 4.1 ._.-..�,I
�--LI--
f C I'bILIEAgI```IC
_
°° SCII E�,E F"\/L IAf E"f..E. IF AFIFOUATF SPADE FkS I S1
�
�. �
E.,C Pf..UMC(::A
:CE S DEPENDING ON ....
TO -UIIITS FLOOR
OP IC)N 2
DEPTH CT SEWER 1A11',C TO
,
EEVAIICV (�L: NCTL S)
TO BIJEN C
..
(SEL `)JTE 1)
MIV1ACE ADDI NAE ENDS.
BY PLUT1IE1
C`"S L r
,� C I I I (E (_ CI 11 E3 I IN A T I (.J IV "� E--��
AI C.I..AN1
'
ILL.." 1 ANC E VAI��11..S ....
F
�bKIT -�..� PVC �,��. I f::
a \V
L. (
I . .° I q J IE�TALL..I�CUAILC ,.. IfY.IA -
T I'RI
- - - - - -
I,.. � � I I `b �..0 L. I I``� E..
PR >
CN
1. �, f 1 I IV I EI
EIIN IErf I II`gl::
TI 411 SCI V To-C
GRAVI I Y SLAP: E I11AIN PAC CAP ON
(SEE S: )ECIRCA I ICL"I1J) A" STUB CLJT
UI\10N C_CIUN I Y HIUCJI..IC WORKS FDEPAR I IMENT S I AIVIIARO DFT A11.. S7A11:::
COUNTY, "'SE
N T
I
.JIVICIV INC. W E R L- A T A
LIATI:::
EL1E 1TI
GENEIL:IAI IIOI S:
0) AI'UVA S1 ALL BEl INS I ALLED [::::Of::) CUSS LSNEEH APPLICATIONS A 1::1IRNVLI:D
BY UNION COON°GTY PLDULIC WOi-EPOS,
(2( NEIEI.I(If:U P''I11 `'ilJ1Dl I"'RII"JLIf' LEI BAk, KIIwL(` W PREVf N [ ION ASSEMBLY
''IW.L LCIIN1'[..Y AI I I I ASSF 1047 A AVTMA C511 (1I CCITC O E26YIL, (2( WILKIINS MODEL E75ADA, (:() AIACS SER S 5000 CIV, ()R I SILAL
(7) O`rANI:N SHA1 I PROVIDE M11E11 EN E R1 T1 IQ A I ION LO 11 E COUN] Y TI IA I 'I f If' E'P1:DV4
I IAS DT I EN I ES I ED EIDY A OIERTHEEII BACKFLOW PREVENTION T I EHNIIAV AFTER
'ES I A-l_ATIOPI.
(4 COUN fl'Y APPI?,OVI.E i" - 10 " HPOVA INC1 0S" "SHUTOIE VAI VLS AS PAR I M:: TO-IIf�:
A4SSEIIBLY SHUT OEL VALVE, SIfl ALL IiE OSSY R1:'SII.ILNI SEA I (cAf l M.VlI''S
WMI IIAINf.I(NHL.EI. 41P1_I1AIOAS MT) SIIAL..L. CONLO11� TO A"'" WA C.E:€M0 f A"TI S.I.
ESI IION, RPAVA SHA.I lEE SI,IP'OR If `.D AT FEINTER) WI IP A flAAS 11Nl'EY RE SlAL
ADEflk1ATlE 1011AIINTAIIN ElVE WE Ci1@D 01: flVf STAY: h11Hf:: AINI PLLCS AIN AAI.)IT10NAI..
1,000 I)OUNLT LOAD
(' l f11:IDUCED I11.S">WR lEl. I EC I(D11 A SL.]I:.Y SIOA,t.1 BE Al'OVI: (.IILI.ILNID LIMY
(6) B A C K F I..OAL I'NI.VEINI IEIP�J ASSII"INl:rI.Y SIiAI.I',. SE IIN."IAI.I I.S CLUI`LIILI. OF Ifl4L ICI€.II91
VI `WAY, MAX11'Nl!IA CDI L FEET. EI 1]UC:LC) PRESSURE Iz'1RtNCI1DI_I-. 1ACKI I_I W I'IN'IE'.`v .NT101N ASSEMBLY
7( IIII'NCJf'L�H'.1. r" OWNER HALL ME IDC(SL''ONSIULE FOR IAAMENAYNCE AND OIIFRA�f��ION OF �� 4' 111111, CI I-,IR ICI:"
f TCI�.i.L...S �CI.L.. NCIEJII ITCIIDNF.I7
GAC IEEL.EA ASSI:IIEIEL,Y AND Q�LDHIPI.IANCE A1I i IEI-I' ORT11NS AND TLSi1NS C hID VSUVI O�I�'wIN
1111 rI.Il11L1cArNTS
(8} 'ELDI "" BYPASS lll:':1 El 1 OR AM11 I17 "T Rk 120 III- I" 9"'C l A
I ;c ITD.Y"1:",R11 E D A
E.P I AE1. E US N Y
DIICULAI"LID WL�.C�TIgTIRP IRnnl L:INIwI. nSq.lRE ---------------- CLASS 350
ANCl D:ZI :I.D 10 GLCAIVD CI... I E I..IIT Ar^PREIVL��C.D IDII �'I. ANGED <c
TISTRC ASS IE[1UNH IIYU PAD F �[ I PINS r I'd ELI 1'.
0 ` A u
n
ry a cI I' II IA
I I CLAD DJUCTABLI:. U n
F"RII`YYTDI:. DRAIN PART CUI PDSITTVI _. PIPE "1IN
:IMINIMUM I ` ICI: TILL S]I/I LL LE'Z'
..... .... ��° c o_CChIR
�
-111 Gill =III -
IL � III_- - _ -.. . •' "� ..• •IIIII-IIII �`- IIII Ills, iII-11
T'x" EI"IUCD PSI C`CllIVC�'I LIU S IIII III -,I I II IIT II lil��„r � In IICIII III I� II IIIIIIIIIIIIIIIIIIIIIII IIIIIII�JI
SDI"ETNSDSI,4" FIER LI lCD USI,DN --1 C` (iTNTSIIT r A NU. AR �Il IbI
b�
I`DANIUFACTUREIR SP CIFICATDE7N (',0MEAC I ED "` CTEL� CI"�nCIIwDEI IIIE� AND � r)
E LLSTRICEgL CDIIUIT- SGfSIrNKDE-
CI1I.>IEI VI� LD CLASS 350 DIP
I,U, MJ f IT TII°IU -
AP NIIVEI) GUESS 50 IIP, RESTRAINED--------- � I _ILA _ ..._.. .WLIIUI AI [if IIV Dw
IIII IH GIGGING I RE TnIIDI IE 0[ CI"ED:I
STANDARD FDf TAIL..
UNION COUN I Y I L)I)I IL. ACIIJIKS UIEPAK I M N I L ...I . 1� T. T � .. SCAELL: �
F D U C D R[ .w;;S- J �.. TFI � � � AD�.)..wSDEM .... I L!�T.F,
UIVISI V
,. Y I
C�CICIV I /, (K C fTA q C
1-2-11,
NOTE:
1, MAXIMUM GROUND SLOPE OF 5' TO 1' IN ANY
DIRECTI❑N INSIDE WATER/SEWER EASEMENTS.
2, SLOPE GREATER THAN 5' TO 1' MUST HAVE
PRI❑R APPROVAL FROM UNI❑N COUNTY PUBLIC
WORKS.
FINISHED GRADE
5'
1
WATER OR
0f-SEWER MAIN
UNION COUNTY PUBLIC WORKS DEPARTMENT J 1 -11-- - 1 -11
MAXIMUM SLOPE ACROSS WATER/ SEWER EASEMENT SNTSE
UNION COUNTY, N.C. DATE:
5:1 SLOPE 03/02/1832
CKEECH (0 ASSOCIATES
1000 W. Morehead St.
Suite 120
Charlotte, NC 28208
p 704.376.6000
www.creech-design.com
THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PA ARE SUBJECT TO
THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUAL
PROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONIC
INFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THE
ELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESS
OTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT.
LandDesi&m.
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
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No.
Description
Date
1
OWNER COMMENTS
08/25/2020
2
UCPW COMMENTS
11/13/2020
Project Number: ,6
Date: 11/06/2020
UTILITY DETAILS
C5-04

\
.........PRIVATE DRIVE._ \ \
- - - - - - _ _ PROPERTY LINE
-- - - -- -
\ \ __\\ \ \
\ \ \
\ \ - \\
\ \ \ \
\ \ \
\ \ \ \
PROP. CURB AND
\ 1 GUTTER (TYP.)
�; \
\
EXISTING ANIMAL CONTROL \ \V,
\\
BUILDING °°' ;� ;'o \
\Z'� '�'(:k
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r° r \ 4 .� 4 .� 4
\Y y y y ,
��06 rrrrr . + + + + + PROP. DRIVEWAY (TYP.)
"..r r' +++++++
E Y TYP.
°0 r'rr o r'r,,s .a .a .a .a .a .a .a .a .a .a
y\. rrrr a ro .a ro .a ro .a ro .a ro .a ro .a ro .a
,, rrr � ,
10 X 70 SIGH \
z1ol
,r' rrr, \ TRIANGLES
\ a.a a.a .a..a a.a.a..a a.a.a..a a.a.a..a a.a.a..a a.a.a..a a.a.a.+ a.a.a.+ a.a.a.+ a
a .a .a .a .a .a .a .a .a .a .a.aa' .a .a + .a
.a .a .a .a .a 444 a a a a a a a a \
"* \ + + + + +
r,.. a 6 .a .a .a .a .a .a .a .a .a .a .a .a .a + .a + .a + .a + .a � \ \
00 rr t ,.r,r1 .r", .a .a .a .a .a .a .a .a .a .a .a .a .a + .a + .a + .a
1b _...." 00. .a .a .a .a .a .a .a .a .a ��� \ \
rrrr` 10 rrr . + + + + .� .� .� .� .� .� .� .� .� .� +
PROP. CURB AND rrr' ,, +.a .a+.a .a .a .a .a .a .a .a .a .a .a .a + .a a + .a + .a + .a + �
GUTTER (TYP.) 'Z-.1v+.a'a.a+.a'a.a+.a'a.a+.a'a.a+.a'a.a+.a'a.a+.a'a.a+.a'a.a� 'a.a� 'a. (p I " a a" a a" a a 2� \
CONNECT TO \rrr' .� .� .� + + + .
r4 .a .a .a .a .a .a " .a .a .a .a .a " .a " .a .a .a .a .a .a .a .a 00
EXISTING DRIVEWAY „ ,.... ....... rn ,� + + + + 30' \\
\ Cye' -o .a .a .a .a a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a -7/ a .a .a .a
,,,,,,,,, o o � Op ,,�"`.s .a � .a � .a � .a � .a � .a � .a � .a � .a � .a � .a � .a � a.. � � .a � .a � .a � .a \
., o rr'rrrrrrr d r 6' "I,°+. ro .a 'G .a .a ro .a ro .a ro .a ro .a ro .a ro .a ro .a ro .a ro .a ro .a ro .a .r ro .a ro .a ro .a ro .a
.. rr .a .a .a .a.� .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a
" ., yY rrr �^ .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .� .a .a .a \ \ \
.,,,,,,rrr r.a .a .a .a .a .a a a a a a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a + .a + + .a .a 00 . +
..,...,,, oo. ro .a ro .a ro .a ro .a ro .a ro .a ro .a ro .a ro .a ro .a ro .a ro .a ro .a ro .a .a ro .a tk0 ro ro .a
_, ,.... ,.. rrrr "< ++ a ro a ro a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a + .a .a
,,,,,,,`\ r'' rrrr "" .a ro .a ro .a .a ro .a ro .a ro .a ro .a ro .a ro .a ro .a ro .a ro .a ro .a ro .a ro .a ro .a ro .a ro .a ro .a .a .a ro .a ro .a ro \ \ \
,,� .a .a .a .a 0 .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a + .a + .a .a .a
�^ .a + .a .a \3°'' + .a + .a + .a + .a + .a + .a .a .a + .a + .a + .a + .a + .a + .a + .a + .a + .a .a + .a + .a + .a + .a
ZSOO, �" .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .aa\ .a .a .a .a \
r .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a a .a .a .a .a \
6' r '++ .a ro .a ro ro .a ro .a ro .a ro .a ro .a ro .a ro .a. +� .a. +� .a. +� .a. +� .a ro .a ro .a ro .a ro .a ro .a ro .a ro .a ro .a ro .a ro " .a ro .a ro .a ro .a ro .a \
p0 �c/ .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a� .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a \
PROP. OPEN �.��.��.��.��.��.�� �.��.��.��.�� \
�� �� �+ �� �� �� � �� � �� � �� � + � SPACE � v+++ v+++ �+ + + + + + �.�++ �.�++ �.�++ �.�++ �.�++ �.�++ �.� + �+ + �+ + +% �+ �. \
",'rrr +.1 +++ +++ �.�++ +++ +++ +++ +++ +++ +++ +++ +++ +++ +++ +++ +++ +++ �.�+.� �.�+.� �.�+� +++ �. ++ � + �.�+� �.�+� ++ �.�+� TREE SAVE +�
61 .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a. % .a. .a. .a. a \
\ \
I',' , --'\' I + + + + + + + + + + + + + + + + + + + + + + + + + +++++++++++++ %++% + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +++++ + ' +++% + + + + + + �\1 \
� � \
PROP. CONCRETE .� .� .� " .a .a .a + .a .a .a .a .a .a .a a .a .a .a �
SIDEWALK. SEE SHEET .� .� .� .� .� .� .� .� .� .� .� .� .� .� .� .� .� .� .� + .� .� .� .� .� .� .� .� .�
.a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a a a .a .a
L5 01 FOR DETAILS. (TYP.) a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a + .a + .a .a .a + .a + .a + .a + .a + .a + .a + + .a + .a + .a a + . \ \,
PROP. PAVERS. SEE SHEET .� .� .� .� .� .� .� .� + " + .� .� .� .� .� .� .� .� .� .� .� .� + + � + . .+ .� .� + + + + . �
L5-01 FORDETAILS.(TYP.) RSo, rr' °° + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + .� + + . + + + + + + + + + + .� .�
rrrr, ..,++++++++++++++++++++++++++++++++++++ . ++ +++++++++++++++++ ++++++
,,; w0 Lq 2 .a .a .a .a + .a + .a + .a .a .a .a .a .a .a .a .a a .a .a + .a + .a .a .a .a + .a + .a .a + .a + " + .a +
'' v,`9,e �,,;' 'a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a a. .a .a .a
,,;III,, 9 4 9 4 9 4 9 4 9 4 9 4 9 4 9 4 9 4 9 4 9 4 9• 4 9• 9• 4 4+ 4+ 4+ 4+ 4+ 4+ 4+ 4+ 4+ 4+ 4+ 4 9• 4 9• 4 9• 4 9• 4 9• 4
o,
5 `-
�pJI � .g .� .g .� .g .� .g .� .g .� .g .� .g .� .g .� .g .� .g .� .g V -0 9 9 -0 9 -0 9 -0 9 -0 9 -0 9 + -0 9 -0 9 -0 9 -0 9 -0 9 -0 9 -0 9 -0 9 9 + + +
"""'; " 105 ,,,d ,r`''„.,� ro s ro++++ ro s ro s ro+++ ro s ro (��. ro .s .s ro s ro s ro s ro s ro s ro s ro s ro s ro s ro s ro s ro s ro s ro ro s ro s ro s ro
w
r a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a 5 + .a y + .a + .a + .a + .a + .a + .a + .a + .a + .a + .a + .a + .a + .a .a .a a + .a + .a +
," b
III P a � .a � .a � .a � .a � .a � .a � .a � .a , � � .a � .a � .a + .a + .a + .a � .a � .a + .a + .a + .a + .a + .a + .a � .a � � � .a � .a � .a
�Kr.. „%.r' r \" U .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a w g0 .a pF�.a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a
,n, \\. + "
m
*„r� j';A s+ s+ s+ s+ s+ s+ s+ 3l$' ro s ro .\ s+ s+ s+ ro ro ro ro ro ro ro ro s ro ro ro ro ro ro ro ro
i,,", , r \;r^^'" ,1� .a + .a .a + .a .a + .a .a + .a .a + .a .a + .a .a + .a .a .a .a OFz\G .a .a. .a .a. .a .a. .a .a. .a .a. .a .a. .a .a. .a .a. .a .a. .a .a. .a .a. .a .a. .a .a. .a + .a. .a + .a. .a + .a. .a .a. .a .a. .a .a. .a + .a.
,, a, , r" ", ro a .a ro .a ro .a ro .a ro .a ro .a .a ro 15 .a ro .a ro .a ro .a ro .a ro .a ro .a ro .a ro .a ro .a ro .a ro .a ro .a ro .a ro .a ro .a ro .a ro .a ro .a ro .a ro .a ro .a
PROPOSED DUMPSTER � + + + + + + + + + + .� 02' .a .a .a .a .a .a + .a + .a .a .a .a + .a + .a .a .a .a .a .a + � + .a .a .a
PAD LOCATION r�„ PROP. PAVERS. SEE SHEET � + + + + + + + + ° .� .� .� .� + + + + + .� .� .� + + + + .� .� .� .� .� + + + + + + .� .�
',„".. L501 FOR DETAILS. TYP. I � + + + + + + + . + + . + .� . .� . .� .� + + + + + .� .� + + + + + .� .� + + + + + + + + + . + .� + .� .�
".r" (TYP.) "I,, 4 .� 4 .� 4 .� 4 4 + + 4 .� 4 .� 4 .� 4 .� 4 .� 4 + 4 + 4 .� 4 .� 4 .� 4 + 4 + 4 .� 4 .� 4 .� 4 + 4 + 4 .� 4 .� + 4 + 4 .� 4 .�
go-
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�µ. rrr' .g .g .� .g .� .g .� .g .� .g .� .g -0 .� -0 .� -0 .� -0 .� -0 .� -0 .� -0 .� -0 .� -0 .� -0 .� -0 .� -0 .� -0 .� -0 .� -0 .� -0 .� -0 .� .� -0 .� -0 .� -0 .�
o r`' p0 y^'.. \a a rr'' \ ro .a ro .a ro .a ro .a ro .a ro .a ro .a ro .a ro .a ro .a ro .a ro .a ro .a ro .a ro .a ro .a ro .a ro .a ro .a ro .a ro .a ro .a ro .a ro .a ro .a ro .a ro .a ro .a ro
p" 26 ",t " r.rr .a .a .a .a .a .a .a .a .a .a .a .a .a + .a + .a + .a + .a + .a + .a + .a + .a + .a + .a + .a + .a + .a + .a + .a + .a .a .a .a .a .a
o-",; rrrr \ .�.�.�.�+++ ++++++++++++++"+"+"+"+"+++++.� �.� �.� �.� �.� �+.� +.� +
/� .,rrr \ / �. �. +++++. �. ++++.� �.� �.� � +++++.� �.� �.�++++�.� �.� �.�++� +. ++�.� �
- PROP. BIKE RACK \ .� .�.�+++ .� ++++++++++++++++++++++++.+ �.� �.� �++++v+++" +.�
0
I \
\\ >u" .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a + .a + .a +
Op, a\ \ ro + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ro .� ro .� ro .p ro .� + + + + + +
\\\ �� oitllJllo, , .� � � � � � + � + + + + + + + + + + tr + tr + + + + + + + + + + + tr + tr + tr + + + + + tr + tr + tr � tr + + + tr �
, " \ \ .a o: a .a .a + .a + .a + .a .a .a .a .a .a .a .a .a + .a + .a .a .a .a + .a + .a .a .a .a .a + .a + .a .a
r' . ,, m I \ \', \ .a .O .a .a .a .a .a .a .a .a .a .a .a .a .a .a + .a + .a .a .a .a + .a + .a .a + .a + .a + .a + .a + .a + .a + .a + + .a + .a + .a
o
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o �A PROP. BUILDING\, 1 rr, ,rr �. ���. ���+�+�+�+�+�+�. + + + + + + + + + +��� EX. OPEN SPACE ���.����.����.����.����.����+���+�� + �.����.����.���
rrrr r ,, 5
I Qr-.r ,/ , .�'2 �. Qr ,.... 'r .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a
.a .a + .a + .a .a .a + .a + .a + .a .a .a + .a + .a + .a + .a + .a + .a + .a .a .a .a .a .a .a a .a .a
GROSS FLOOR AREA: I , , rr
d oo .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a .a
h� 9.00' ��5 Query y 61,278 SF ,�'":. �,�p .a ro .a ro .a ro .a ro .a ro .a ro .a ro .a ro .a ro .a ro .a ro .a ro .a ro .a ro .a ro .a ro .a ro .a ro .a ro .a ro .a ro .a ro .a ro .a ro + .a + .a ro .a ro
h' s, ,r �+ft;'6.a+.a.a.a+.1.a.a+.a.a.a+.a.a.a++.a.a++.a.a++.a.a++.a.a++.a.a++.a.a++.a.a++.a.a++.a.a++.a.a++.a.a++.a.a++.a.a++.a.a++.a.a++.a.a++.a.a++.a.a�+ .a� a.a��.a.a��.a.a��.a
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I oo \ r ; " rr rrr„ a .a a .a .a .a .a .a .a .a .a � .a � .a � .a � .a � .a � .a � .a � .a � .a � .a � .a � .a � .a � .a � .a � .a � .a � .a � .a � .a � .a � .a +
", I
N r R2 a .a .a .a .a .a .a .a .a .a .a .a .a + .a + .a + .a + .a + .a + .a + .a + .a + .a + .a + .a + .a + .a + .a + .a + .a + .a .a .a .a + .a
o F 1���)���\ �„ 80asasasasasasasasasasasasasasasasasasasasasasasasasaasasas
o Fkm„ `'°, 0` a a a a a a a a a a a a a a a a a a a a a a a
I v' o. ", ,,� W:a. N�_ rrr" + + + + + + + + + + + + + + + + + ro + ro + ro + ro + ro + + + + + + �s ro .s ro .s ro .s ro .s ro .s + + + + ro + + +�+ ro + ro + ro +
I r Q7 1 \ %"` \ L a .a .a .a .a .a .a .a .a .a .a .a .a .a + .a + .a � .a � .a � .a � .a � .a + .a + .a + .a � .a � .a � .a � .a � .a + .a + .a � .a � .a � a + .a + .a + .a
I „„ 6' �E r",.,. rr ;.. ;;.., • rr rr -0 .9 . + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +
20.00' y ' 000 r a " .a " .a .a .a .a .a .a .a .a .a .a .a + .a + .a + .a + .a + .a + .a + .a + .a + .a + .a + .a + .a + .a + .a + .a + .a + .a + .a + .a1 + + .a + .a + .a
^, rrr„rr rrr .� 4 + 4 + 4 .� 4 .� 4 .� 4 .� 4 + 4 + 4 .� 4 .� 4 .� 4 .� 4 .� 4 .� 4 + 4 + 4 .� 4 .� 4 .� 4 + 4 + 4 .� 4 .� 4 .� 4 + 4 . .1 4 .1 4 + 4 +
I `"t rrrr 1 y
w b ' r ° . �II�Pn. ,r` r rrrrr J + .a + .a + .a + .a + .a + .a + .a + .a + .a + .a + .a + .a + .a + .a + .a + .a + .a + .a + .a + .a + .a + .a + .a + .a + .a + .a + .a +" .a + .a + .a + .a +
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\ o N \ �'„+ + + + + + + + + + � � + � � HELMS JAMES DONALD
o
\ PID. 09057011A
PROP. CURB AND 11 ... a .a + .a + .a + .a + .a + .a + .a + .a a + .a + .a .a
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\_ a a a
1. EXISTING UTILITIES ARE SHOWN SCHEMATICALLY AND
ARE FOR THE CONTRACTOR'S GUIDANCE ONLY. THE
LOCATION AND/OR ELEVATION OF EXISTING UTILITIES
AS SHOWN ON THESE PLANS ARE BASED ON RECORDS
OF THE VARIOUS UTILITY COMPANIES, AND, WHERE
POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE
CONTRACTOR MUST CALL THE APPROPRIATE UTILITY
COMPANY AT LEAST 48 HOURS PRIOR TO ANY
EXCAVATION TO REQUEST EXACT FIELD LOCATION OF
UTILITIES.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR
PROTECTING ALL EXISTING IMPROVEMENTS IN THE
CONSTRUCTION OF THIS PROJECT. THE CONTRACTOR
IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY
EXISTING IMPROVEMENTS DURING CONSTRUCTION.
REPAIRS SHALL BE EQUAL TO OR BETTER THAN
CONDITION PRIOR TO CONSTRUCTION.
3. ALL ONSITE PAVING DIMENSIONS ARE TO THE FACE OF
CURB, WHERE APPLICABLE, UNLESS NOTED
OTHERWISE.
4. ALL CURB RADII AND SIDEWALK RETURNS ARE 2'
UNLESS NOTED OTHERWISE.
5. ALL PAVING AND EARTHWORK OPERATIONS SHALL
CONFORM TO THE PROJECT GEOTECHNICAL REPORT.
6. BOUNDARY SURVEY: BOUNDARY SURVEY INFORMATION
IS BASED ON THE BOUNDARY SURVEY PREPARED BY
LDSI, INC. REFER TO THE BOUNDARY SURVEY AND PLAT
TO VERIFY PROPERTY LINES AND EASEMENT
LOCATIONS.
7. BUILDING DIMENSIONS: THE CONTRACTOR SHALL
REFER TO THE ARCHITECTURAL PLANS TO VERIFY THE
EXACT BUILDING DIMENSIONS.
8. LAY PAVERS IN PATTERN(S) SHOWN ON DRAWINGS.
PLACE UNITS HAND TIGHT WITHOUT USING HAMMERS.
MAKE HORIZONTAL ADJUSTMENTS TO PLACEMENT OF
LAID PAVERS WITH RUBBER HAMMERS AS REQUIRED.
9. PROVIDE JOINTS BETWEEN PAVERS BETWEEN 1/16 IN.
AND 3/16 IN. (2 AND 5 MM) WIDE. NO MORE THAN 5% OF
THE JOINTS SHALL EXCEED 1/4" WIDE TO ACHIEVE
STRAIGHT BOND LINES.
10. JOINT (BOND) LINES SHALL NOT DEVIATE MORE THAN
±1/2 IN. (±15 MM) OVER 50 FT. (15 M) FROM STRING LINES.
11. FILL GAPS AT THE EDGES OF THE PAVED AREA WITH
CUT PAVERS OR EDGE UNITS.
12. CUT PAVERS TO BE PLACED ALONG THE EDGE WITH A
MASONRY SAW.
13. ADJUST BOND PATTERN AT PAVEMENT EDGES SUCH
THAT CUTTING OF EDGE PAVERS IS MINIMIZED.
14. IN NO CASE SHALL A CUT PAVER BE LESS THAN 1/3 FULL
PAVER SIZE.
15. PAVER DIMENSIONS ARE NOMINAL. PRIOR TO POURING
SLABS, BANDING, OR OTHERWISE SETTING PAVER
FIELDS, VERIFY ACTUAL PAVER SIZES AND LAYOUT OF
THE PAVER FIELDS. MAKE MINOR ADJUSTMENTS TO
EDGE CONSTRAINTS AS REQUIRED TO ACCOMMODATE
ACTUAL PAVER SIZES. NOTIFY LANDDESIGN
IMMEDIATELY OF DISCREPANCIES AND/OR
ADJUSTMENTS.
16. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE
FIELD AND NOTIFY LANDDESIGN OF ANY
DISCREPANCIES PRIOR TO CONSTRUCTION.
17. PRIOR TO COMMENCEMENT OF HARDSCAPE
CONSTRUCTION, ALL PIERS, FOOTINGS, AND WALLS ARE
TO BE SURVEYED, LAID OUT, AND STAKED IN THE FIELD
FOR REVIEW BY LANDDESIGN. CONTRACTOR SHALL
ASSUME ALL RESPONSIBILITY FOR ANY DEMOLITION,
ADJUSTMENTS, OR RECONSTRUCTION OF HARDSCAPE
CONSTRUCTION RESULTING FROM UNAUTHORIZED
CONSTRUCTION.
DEVELOPMENT SUMMARY
PARCEL ID#: 09057010
MUNICIPALITY: TOWN OF
WINGATE, NC
ZONING:
HC
TOTAL SITE ACREAGE:
33.44 AC
DISTURBED AREA:
11.71 AC
IMPERVIOUS AREA:
3.686 AC
(33.3% OF DISTURBED AREA)
PROPOSED USE:
OFFICE
GROSS BUILDING AREA:
61,278 SF
MINIMUM SETBACK:
- PRESSON ROAD:
40 FT
- ADJACENT PROPERTIES: 20 FT
MAXIMUM HEIGHT:
38 FEET
PARKING SUMMARY
REQUIRED PARKING:
COMMERCIAL:1 PER 400 SF
61,278/400= 154 SPACES
PROVIDED PARKING: 195 SPACES ON -SITE
INCLUDING 10 ADA
SPACES
SITE ACCESSIBLE PARKING REQUIRED: 6
(3% OF TOTAL PARKING SPACES)
SITE ACCESSIBLE PARKING PROVIDED: 10 TOTAL
SITE VAN ACCESSIBLE SPACES REQUIRED: 1
(1 IN 6 TOTAL ACCESSIBLE SPACES)
SITE VAN ACCESSIBLE SPACES PROVIDED: 4
BICYCLE PARKING REQUIRED: 1 PER 40 AUTO SPACES
154/40 = 4 SPACES
BICYCLE PARKING PROVIDED: 4
,61,= I►Fy9561a *NJ LTiILTiU1:yj
OPEN SPACE REQUIRED: EXEMPT (ZONED HC)
OPEN SPACE PROVIDED: 101,580 SF
(2.33 AC, 20.6% OF DISTURBED AREA)
TREE SAVE REQUIRED: 2 LARGE TREES PER
10,000 SF OF DEVELOPMENT
(11.08-43560)/10000 = 49 TREES
TREE SAVE PROVIDED: 50 TREES
1"=40' 4)
0 20 40 80
CKEECH (0 ASSOCIATES
1000 W. Morehead St.
Suite 120
Charlotte, NC 28208
p 704.376.6000
www.creech-design.com
THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PA ARE SUBJECT TO
THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUAL
PROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONIC
INFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THE
ELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESS
OTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT.
Land]Desigm.
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
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Project Number: ..... ,6
Date: 11/06/2020
LAYOUT PLAN -
BASE BID
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HELMS JAMES DONALD
PID- 09057011A
1. EXISTING UTILITIES ARE SHOWN SCHEMATICALLY AND
ARE FOR THE CONTRACTOR'S GUIDANCE ONLY. THE
LOCATION AND/OR ELEVATION OF EXISTING UTILITIES
AS SHOWN ON THESE PLANS ARE BASED ON RECORDS
OF THE VARIOUS UTILITY COMPANIES, AND, WHERE
POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE
CONTRACTOR MUST CALL THE APPROPRIATE UTILITY
COMPANY AT LEAST 48 HOURS PRIOR TO ANY
EXCAVATION TO REQUEST EXACT FIELD LOCATION OF
UTILITIES.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR
PROTECTING ALL EXISTING IMPROVEMENTS IN THE
CONSTRUCTION OF THIS PROJECT. THE CONTRACTOR
IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY
EXISTING IMPROVEMENTS DURING CONSTRUCTION.
REPAIRS SHALL BE EQUAL TO OR BETTER THAN
CONDITION PRIOR TO CONSTRUCTION.
3. ALL ONSITE PAVING DIMENSIONS ARE TO THE FACE OF
CURB, WHERE APPLICABLE, UNLESS NOTED
OTHERWISE.
4. ALL CURB RADII AND SIDEWALK RETURNS ARE 2'
UNLESS NOTED OTHERWISE.
5. ALL PAVING AND EARTHWORK OPERATIONS SHALL
CONFORM TO THE PROJECT GEOTECHNICAL REPORT.
6. BOUNDARY SURVEY: BOUNDARY SURVEY INFORMATION
IS BASED ON THE BOUNDARY SURVEY PREPARED BY
LDSI, INC. REFER TO THE BOUNDARY SURVEY AND PLAT
TO VERIFY PROPERTY LINES AND EASEMENT
LOCATIONS.
7. BUILDING DIMENSIONS: THE CONTRACTOR SHALL
REFER TO THE ARCHITECTURAL PLANS TO VERIFY THE
EXACT BUILDING DIMENSIONS.
8. LAY PAVERS IN PATTERN(S) SHOWN ON DRAWINGS.
PLACE UNITS HAND TIGHT WITHOUT USING HAMMERS.
MAKE HORIZONTAL ADJUSTMENTS TO PLACEMENT OF
LAID PAVERS WITH RUBBER HAMMERS AS REQUIRED.
9. PROVIDE JOINTS BETWEEN PAVERS BETWEEN 1/16 IN.
AND 3/16 IN. (2 AND 5 MM) WIDE. NO MORE THAN 5% OF
THE JOINTS SHALL EXCEED 1/4" WIDE TO ACHIEVE
STRAIGHT BOND LINES.
10. JOINT (BOND) LINES SHALL NOT DEVIATE MORE THAN
±1/2 IN. (±15 MM) OVER 50 FT. (15 M) FROM STRING LINES.
11. FILL GAPS AT THE EDGES OF THE PAVED AREA WITH
CUT PAVERS OR EDGE UNITS.
12. CUT PAVERS TO BE PLACED ALONG THE EDGE WITH A
MASONRY SAW.
13. ADJUST BOND PATTERN AT PAVEMENT EDGES SUCH
THAT CUTTING OF EDGE PAVERS IS MINIMIZED.
14. IN NO CASE SHALL A CUT PAVER BE LESS THAN 1/3 FULL
PAVER SIZE.
15. PAVER DIMENSIONS ARE NOMINAL. PRIOR TO POURING
SLABS, BANDING, OR OTHERWISE SETTING PAVER
FIELDS, VERIFY ACTUAL PAVER SIZES AND LAYOUT OF
THE PAVER FIELDS. MAKE MINOR ADJUSTMENTS TO
EDGE CONSTRAINTS AS REQUIRED TO ACCOMMODATE
ACTUAL PAVER SIZES. NOTIFY LANDDESIGN
IMMEDIATELY OF DISCREPANCIES AND/OR
ADJUSTMENTS.
16. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE
FIELD AND NOTIFY LANDDESIGN OF ANY
DISCREPANCIES PRIOR TO CONSTRUCTION.
17. PRIOR TO COMMENCEMENT OF HARDSCAPE
CONSTRUCTION, ALL PIERS, FOOTINGS, AND WALLS ARE
TO BE SURVEYED, LAID OUT, AND STAKED IN THE FIELD
FOR REVIEW BY LANDDESIGN. CONTRACTOR SHALL
ASSUME ALL RESPONSIBILITY FOR ANY DEMOLITION,
ADJUSTMENTS, OR RECONSTRUCTION OF HARDSCAPE
CONSTRUCTION RESULTING FROM UNAUTHORIZED
CONSTRUCTION.
V=40' 4)
0 20 40 80
CKEECH `0 ASSOCIATES
1000 W. Morehead St.
Suite 120
Charlotte, NC 28208
p 704.376.6000
www.creech-design.com
THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PA ARE SUBJECT TO
THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUAL
PROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONIC
INFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THE
ELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESS
OTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT.
Land]Deq,m.
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
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Project Number: ,6
Date: 11/06/2020
LAYOUT PLAN -
ALTERNATE
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1 "=30' 4)
0 15 30 60
CKEECH `0 ASSOCIATES
1000 W. Morehead St.
Suite 120
Charlotte, NC 28208
p 704.376.6000
www.creech-design.com
THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PA ARE SUBJECT TO
THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUAL
PROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONIC
INFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THE
ELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESS
OTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT.
Land]De '
,m.
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
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Project Number: ,6
Date. 11/06/2020
TURNING
MOVEMENTS
Ll-10

555
550
545
540
OWN
530
PROFILE - ISD-1
SCALE: 1"=40'H&1"=4'V
-5+50 -5+00 4+50 4+00 -3+50 -3+00 -2+50 -2+00 -1+50 -1+00 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00
TABLE III.
Intersection Sight Distance for stop -sign and signal -controlled intersections for passengercars
(Exhibits 9-55 and 9-58, 2001 Green Book)
Design Speed (MPH)
Minimum Intersection Sight
Distance for Left -turn from
Stop (ft.)
Minimum Intersection
Sight Distance for Right
Turns and Crossing (ft.)
15
170
145
20
225
195
25
280
240
30
335
290
35
390
335
40
445
385
45
500
430
50
555
480
55
610
530
60
665
575
65
720
625
NOTE: OWNER IS RESPONSIBLE TO REMOVE
EXISTING TREES/OBSTRUCTIONS LOCATED
WITHIN SIGHT LINE. PERMISSION FROM
ADJACENT PROPERTY OWNER IS REQUIRED
PRIOR TO TREE/OBSTRUCTIONS REMOVAL
FROM ADJACENT PROPERTY. IF TREES ARE
ONLY TRIMMED AND NOT FULLY REMOVED
AN EASEMENT WILL BE REQUIRE DIN ORDER
TO MAINTAIN CLEAR SIGHT DISTANCE.
555
550
545
540
OR
530
V=40' 4)
0 15 30 60
CKEECH `0 ASSOCIATES
1000 W. Morehead St.
Suite 120
Charlotte, NC 28208
p 704.376.6000
www.creech-design.com
THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PA ARE SUBJECT TO
THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUAL
PROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONIC
INFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THE
ELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESS
OTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT.
Land]De '
,m.
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
VWVW.LANDDESIGN.COM
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Project Number: ,6
Date: 11/06/2020
INTERSECTION
SIGHT DISTANCE
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VV20-7A
500' 500'
50' TAPER
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290' BUFFER
PRESSON ROAD (SR1963)
100' DOWNSTREAM TAPER
60' VARIABLE R/W
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— EOP —
— — —
- — 55 MPH SPEED LIMIT —
—
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MAINTAINED BY NCDOT
— EOP
•
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— -- — — — — — —
PROPERTY LINE � DRUM/BARREL .
EX. DRIVEWAY TO
(TYP.)
REMAIN OPEN DURING
CONSTRUCTION.
\ 10 X 70 SIGHT
/ \ TRIANGLES
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3330 PRESSON ROAD
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GENERAL NOTES FOR FLAGGING OPERATIONS 11-
IF VEHICLE QUEUES WILL REACH WITHIN 15' OF EITHER SIDE OF ACTIVE RAILROAD TRACKS,
ZZ
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1-
REFER TO RSD. 1101.11, SHEETS 1 & 4, FOR DISTANCE AND SIGN SPACING.
PROVIDE A UNIFORMED LAW ENFORCEMENT OFFICER OR FLAGGER TO PREVENT VEHICLES FROM
STOPPING WITHIN THE GRADE CROSSING. PROVIDE OFFICER OR FLAGGER EVEN IF AUTOMATIC
}
2-
INSTALL LANE CLOSURES WITH THE TRAFFIC FLOW, BEGINNING WITH DEVICES ON THE
WARNING MEASURES ALREADY EXIST.
w Q
UPSTREAM SIDE OF TRAFFIC.
Q
3-
REMOVE LANE CLOSURES AGAINST THE TRAFFIC FLOW, BEGINNING WITH DEVICES ON THE
GENERAL NOTES FOR PILOT CAR OPERATIONS
r
DOWNSTREAM SIDE OF TRAFFIC.
O
N
1-
USE PILOT CARS WHEN DIRECTED BY THE ENGINEER.
4-
PLACE CONES THRU THE WORK AREA AT THE MAXIMUM SPACING EQUAL IN FEET TO 2 TIMES
0
G.
THE POSTED SPEED LIMIT. 2-
IF ROADWAY WIDTH IS LESS THAN 22 FEET (EDP TO EOP CONES MAY NOT BE REQUIRED
Q
5
EXTENDAT SPACE SUCH THAT STOPPING SIGHT DISTANCE IS
ALONG WORK AREA AND AT THE DISCRETION OF THE ENGINEER, CONES MAY BE OMITTED ALONG
THE WORK AREA I� USING A PILOT CAR.
THEESFLAGG
CC
z
ER (REFER TO SHEET
3-
CONES ARE ALWAYS REQUIRED IN THE UPSTREAM AND DOWNSTREAM TAPERS.
6-
DO NOT STOP TRAFFIC IN ANY ONE DIRECTION FOR MORE THAN 5 MINUTES AT A TIME.
J
4-
MOUNT SIGN G20-4 "PILOT CAR FOLLOW ME" AT A CONSPICUOUS POSITION ON THE REAR OF
1
7-
DRUMS OR SKINNY DRUMS MAY BE USED IN LIEU OF CONES. REFER TO RSD. 1180.01
THE PILOT VEHICLE.
N
FOR SKINNY DRUM REQUIREMENTS.
5-
DO NOT INSTALL MORE THAN ONE 1 MILE OF LANE LEGEND
WANING
8-
USE FLAGGERS TO CONTROL TRAFFIC AT INTERSECTIONS AFFECTED BY THE LANE CLOSURE.
SUPPLEMENT FLAGGERS LOCATED AT INTERSECTIONS WITH FLAGGER AHEAD SIGNS (W20-7a)
CLOSURE MEASURED FROM THE NING OF THE MERGE
TAPER Tb THE END OF THE LANE CLOSURE.
PLACED APPROXIMATELY 250 FT. IN ADVANCE OF THE FLAGGER. FOR SIGNALIZED
0-0 FLAGGER
INTERSECTIONS PLACE SIGNALS IN THE FLASH MODE AND USE LAW ENFORCEMENT. 6-
ADVISE RESIDENTS AND BUSINESSES WITHIN THE LANE
CLOSURE LIMITS ABOUT METHODS OF SAFE EGRESS AND A CONE
9-
REFER TO THE CURRENT MUTCD FOR FLAGGER CONTROL, REQUIREMENTS, AND PROCEDURES.
INGRESS FROM DRIVEWAYS DURING FLAGGING AND PILOT
CAR OPERATIONS. PORTABLE SIGN
IQ
SHEET
] OF 14
10- DO NOT EXCEED A 1 MILE LANE CLOSURE LENGTH UNLESS OTHERWISE SHOWN IN THE TMP OR
AS DIRECTED BY THE ENGINEER.
4M DIRECTION OF TRAFFIC FLOW
1 1 0 1■ 0 L
Z
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Z x 0
ADVANCE WARNING SIGN
SPACING CHART
RECOMMENDED
DISTANCE BETWEEN SIGNS
POSTED SPEED LIMIT
(FEET)*
(MPH)
<_ 35
200
200
200
40-50
350
350
350
55
500
500
500
CONTROLLED ACCESS ROADS
1 000
1500
2700
(> 55)
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0
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GENERAL NOTES
CIL
1- REFER TO 2009 MUTCD OR THE LATEST EDITION.
2- USE THIS STANDARD DRAWING IN CONJUNCTION WITH OTHER TRAFFIC CONTROL ROADWAY STANDARD
DRAWINGS WHERE SIGN SPACING DISTANCES A, B, C, ARE SPECIFIED.
3- APPLY THE ADVANCE WARNING SIGN SPACING CHART WHERE A SERIES OF 2 OR MORE SIGNS ARE
USED. ALL SIGN SPACING DIMENSIONS ARE APPROXIMATE. FIELD ADJUST AS VARIOUS CONDITIONS
SHEET 4 OF 4
OCCUR, SUCH AS LIMITED SIGHT DISTANCE, OBSTRUCTION INTERFERENCE, ETC.
11101.11
Z_
f�
EX. ANIMAL
CONTROL BUILDING
LATERAL CLEARANCE:
3' MINIMUM FROM TRAVEL LANE.
PLACE SIGN BEYOND SHOULDER
POINT IF IT CANNOT BE INSTALLED
PLUMB, IF SIGN IS PLACED WITHIN
A LANE CLOSURE OR ON THE
TRAVELWAY THE CLEARANCE
APPLIES FROM THE OPEN LANE
TRAVEL LANE
PAVED SHOULDER
IF SUPPLEMENTAL PANEL IS REQUIRED
USE A 5' MINIMUM HEIGHT TO MAIN SIGN
WITH A 3' MINIMUM HEIGHT TO PANEL
SEE STANDARD
SPECIFICATIONS
FOR APPROVED SIGN
SUBSTRATE MATERIAL
MOUNTING HEIGHT DIMENSIONS:
FOR 2-LANE, 2-WAY ROADWAYS INCLUDING
THOSE WITH CONTINUOUS LEFT -TURN LANES,
THE HEIGHT BETWEEN ROADWAY TO SIGN SHALL
BE 1' MINIMUM.
FOR ALL OTHER ROADWAYS THE HEIGHT BETWEEN
ROADWAY TO SIGN SHALL BE 5' MINIMUM.
SHOULDER POINT
GENERAL NOTES
1- DIMENSIONS SHOWN ARE MINIMUM VALUES. MOUNT SIGNS SO THEY WILL BE CLEARLY VISIBLE TO
APPROACHING TRAFFIC EVEN WHEN SIGNS ARE MOUNTED BEHIND TRAFFIC CONTROL DEVICES SUCH AS
DRUMS, BARRIER, OR OTHER OBJECTS.
2- ALL PORTABLE SIGNS AND STANDS MUST MEET OR EXCEED THE REQUIREMENTS OF NCHRP 350 FOR
CATEGORY II DEVICES. USE PORTABLE WORK ZONE SIGNS AND STANDS SPECIFICALLY DESIGNED FOR
ONE ANOTHER.
3- ALL PORTABLE WORK ZONE SIGNS AND STANDS MUST BE LISTED ON THE DEPARTMENT'S APPROVED
PRODUCTS LIST.
STOP/SLOW PADDLE
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NOTE: FOR OPERATIONS THAT ARE RESTRICTED FROM DUSK TO DAWN ONLY,
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2- FABRICATE STOP -SLOW PADDLES FROM SHEET METAL OR OTHER LIGHT SEMI RIGID MATERIAL. O
PROVIDE A RIGID HANDLE OF SUFFICIENT LENGTH SO THE PADDLE IS HELD AT 6-7' ABOVE GROUND
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3- PROVIDE STOPPING SIGHT DISTANCE TO EACH FLAGGER STATION. REFER TO RSD. 1101.11,
SHEET 2.
4- ILLUMINATE FLAGGER STATIONS DURING NIGHT OPERATIONS.
5- FOLLOW FLAGGER QUALIFICATIONS AND METHODS OF HAND -SIGNALING PROCEDURES IN ACCORDANCE
WITH PART VI OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
SHEET 1 OF 1
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FLAGGER AND PADDLE PLACEMENT
ORANGE ULTRA VIOLE
STABILIZED IMPACT
RESISTANT PLASTIC
CIRCUMFERENTIAL
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TIRE BALLAST
EXTERNAL DIAMETER
ALL RUBBER COLLARS MUST BE BLACK IN COLOR
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BALLAST COLLAR SHOULD HAVE GOOD CONTACT
WITH THE BARREL FLANGE AND BALLAST OUTER
EDGE MUST LAY FLAT WITH ROAD SURFACE
DRUMS THAT USE TIRE BALLASTS ARE MANUFACTURED
SPECIFICALLY FOR THAT PURPOSE. DO NOT USE
TIRE BALLASTS WITH OTHER DRUM DESIGNS.
DIAME IEH
GENERAL NOTES
1- BALLASTING SHALL BE ACHIEVED BY THE SAND BAG, TIRE-SIDEWALL, OR PREFORMED WEIGHTED BASE
METHODS. USE THE TIRE BALLAST AS SPECIFIED BY THE MANUFACTURER. DO NOT PLACE BALLAST
ON TOP OF THE DRUM.
2- IF NECESSARY PLACE THE NAME OF THE AGENCY, CONTRACTOR, OR SUPPLIER ON NON-RETROREFLECTIVE
DRUM SURFACES. SHOW THE LETTERS AND NUMBERS USING A NON-RETROREFLECTIVE COLOR AND NOT
OVER 2" IN HEIGHT.
3- ALL DRUMS MUST BE LISTED ON THE DEPARTMENT'S APPROVED PRODUCT LIST.
4- REFER TO THE STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES FOR ADDITIONAL INFORMATION.
LEGEND
TEMP. NONMETALLIC DRUM
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THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PA ARE SUBJECT TO
THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUAL
PROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONIC
INFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THE
ELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESS
OTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT.
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THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PA ARE SUBJECT TO
THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUAL
PROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONIC
INFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THE
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THESE DOCUMENTS PROVIDED BY CREECH &ASSOCIATES, PA ARE SUBJECT TO
THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUAL
PROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONIC
INFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THE
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OTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT.
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1000 W. Morehead St.
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Charlotte, NC 28208
p 704.376.6000
www.creech-design.com
THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PA ARE SUBJECT TO
THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUAL
PROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONIC
INFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THE
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THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUAL
PROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONIC
INFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THE
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(3) CCA
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(36) OHE (8) B
(9) CSA\
(17) HMA (32)2� (120 sfl CFL
r_� (890 sfl SOD \� C (19) BMJ
G
Xl
• (1,060 sfl LSP
(2) LNA
- (1) LNA
(151 sfl LSP
(2) LNA
— — — SETBACK--------
U
981 s SOD
) , � � �' )� .� � � �,'> ' / PROPERTY LINE
y
•
°
K\ \ K 0, ,',�`\o�M\\\° ° (216 sfl CFL
QLY /
(\ (95) IVO /
i1
(1,129 sfl CFL /
�( (3,219 sfl SOD ;• //
(354s SOD
(194 sfl LSP
(1) LNA / / HELMS JAMES DONALD
/ PI D: 09057011 A
\ — — — — — — — — — — — — — — — — � /
\ /
� v
1 " = 30'
0 15 30 60
PROP. DRIVEWAY (TYP.) \ \ \
\ 0 \
\ \ \ 'lam \
\ ;'O,o
\ \\
\
\
\
\
1
PLANT SCHEDULE
TREES
CODE
BOTANICAL NAME
COMMON NAME
MIN. CONT.
MIN. CAL.
MIN. HT.
REMARKS
0
CCA
CARPINUS CAROLINIANA
AMERICAN HORNBEAM
B&B
Y
10-12
DECIDUOUS / FULL SUN TO FULL SHADE
WELL BRANCHED, MATCHED SPECIMEN
LNA
LAGERSTROEMIAX 'NATCHEZ'
CRAPE MYRTLE
B&B
MULTI -STEM
10-12'
DECIDUOUS / FULL SUN
3-5 TRUNKS, WELL BRANCHED, MATCHED
SPECIMEN
0
QLY
QUERCUS LYRATA
OVERCUP OAK
B&B
Y
14-16'
DECIDUOUS / FULL SUN TO PART SUN
STRONG CENTRAL LEADER, MATCHED
SPECIMEN
•
QPH
QUERCUS PHELLOS
WILLOW OAK
B&B
4"
16-18'
DECIDUOUS / FULL SUN TO PART SUN
STRONG CENTRAL LEADER, MATCHED
SPECIMEN
0
SJA
SOPHORA JAPONICA 'HALKA' TM
MILLSTONE JAPANESE PAGODA TREE
B&B
4"
12-14'
DECIDUOUS / FULL SUN TO PART SHADE
SPECIMEN, WELL BRANCHED
TOC
THUJAOCCIDENTALIS'AMERICAN PILLAR'
AMERICAN PILLAR ARBORVITAE
B&B
6-T
EVERGREEN / FULL SUN TO PART SHADE
•
UAM
ULMUS AMERICANA'JEFFERSON'
AMERICAN ELM
B&B
Y
14-16'
DECIDUOUS/ FULL SUN
WELL BRANCHED, MATCHED SPECIMEN
SHRUBS
CODE
BOTANICAL NAME
COMMON NAME
MIN. CONT.
SPACING
MIN. HT.
REMARKS
BMJ
BUXUS MICROPHYLLA JAPONICA'GREGEM' TM
BABY GEM BOXWOOD
3 GAL
18" O.C.
12"
FULL SUN TO FULL SHADE
CSA
CAMELLIA SASANQUA 'SETSUGEKKA'
SETSUGEKKA CAMELLIA
15 GAL
48" O.C.
42" MIN
EVERGREEN / FULL SUN TO FULL SHADE
w..,
DBC
DISTYLIUM X'BLUE CASCADE
BLUE CASCADE DISTYLIUM
7 GAL.
36" O.C.
18"
EVERGREEN / FULL SUN TO PART SHADE
HMA
HYDRANGEA MACROPHYLLA 'BLOOMSTRUCK'
BLOOMSTRUCK HYDRANGEA
3 GAL
36" O.C.
12"
DECIDUOUS / PART SUN TO PART SHADE
HPA
HYDRANGEA PANICULATA 'JANE'
LITTLE LIME HARDY HYDRANGEA
3 GAL
24" O.C.
18"
1
ICC
ILEX CORNUTA CARISSA
CARISSA HOLLY
7 GAL.
48" O.C.
18"
EVERGREEN / FULL SUN TO PARK SUN
IVO
ILEX VOMITORIA 'SCHILLINGS'
STOKES DWARF YAUPON HOLLY
7 GAL.
42" O.C.
18"
EVERGREEN / FULL SUN TO PART SUN
OHE
OSMANTHUS HETEROPHYLLUS 'GOSHIKI'
GOSHIKI HOLLY OLIVE
7 GAL.
42" O.C.
22" MIN
EVERGREEN / FULL SUN TO FULL SHADE
GROUND COVERS
CODE
BOTANICAL NAME
COMMON NAME
MIN. CONT.
SPACING
MIN. HT.
REMARKS
CFL
CAREX FLACCA BLUE ZINGER
BLUE ZINGER SEDGE
1 GAL
12" O.C.
EVERGREEN / FULL SUN TO PART SHADE
SOD
CYNODON HYBRID
TIFWAY419BERMUDAGRASS
SOD
FULL SUN
EPU
ECHINACEA PURPUREA'PAS702918' TM
POWWOW WHITE CON EFLOWER
1 GAL
18" O.C.
DECIDOUS / FULL SUN
LSP
LIRIOPE SPICATA
CREEPING LILY TURF
1 GAL
12" O.C.
EVERGREEN / PART SUN TO FULL SHADE
CKEECH (0 ASSOCIATES
1000 W. Morehead St.
Suite 120
Charlotte, NC 28208
p 704.376.6000
www.creech-design.com
THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PA ARE SUBJECT TO
THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUAL
PROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONIC
INFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THE
ELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESS
OTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT.
LandDesi&m.
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
��1111111111///
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I
Project Number: ,6
Date: 11/06/2020
PLANTING PLAN
- BASE BID
L4-00

EXISTING WOODED AREA TO REMAIN
(170) ICC
(1) QLY
(331 sfl CFL
(31) ICC (1) QLY
(672 sfl SOD
n 0�0Q 0, 0
i1\ ni v
V
nrr
�3
...e
1 Y
i
t
t5
(1) UAM
(584 sfl CFL
(28) IVO
(1,074 sfl SOD
CONNECTTO
EXISTING DRIVEWAY
EXISTING ANIMAL CONTROL
BUILDING
,r rrr
(24) DBC
(39) HPA
(1) SJA
(169 sfl EPU
A� (3) TOC
(112 sfl
� (57) B
13) DBC
63) BMJ (43) BMJ
176 sfl CFL (33) DBC
(609 sfl CFL
(70)
PROP. TYPE II MODIFIED
\ `\ DRIVEWAY (TYP.)
\
Na
(28) DBC/ ,
r.
\ \ \ (1) UAM
(57) DBC ° /
(1) UAM
(2,073 sfl CFL (710 sfl CFL
(995 sfl CF
(1) UAM (27) DBC
g
(11) BMJ
°
°
(354 sfl LSP "
r• (8) LNA
k
(12) TOC
(130) HPA
(867 s� CFL
(58 sfl CFL
• •
C.
(1,541 sfl LSP
:•
(1) QPH
(67) BMJ
(2,005 sfl SOD
26(157 sfl EPU
BMJ
;•
(114)
(10) TOC
(34) DBC
%
(590 sfl CFL
y
g
(20) BMJ
\
(40) BMJ
r
(122 s� EPU
(615 sfl SOD
(18) DBC
(1) QPH
(5) TOC
(5) HMA-
� are
.
,ry9 y4� r"
r,.
CA A
ro
7(438sCFL
`
PROP. BUILDING
(36)oHE
'
°�1�` ,•,
GROSS FLOOR AREA:
61,278 SF
(9) CSA
(17) HMA
i 1
,
890 s SOD
°
°
°
\ �(s), \
\
(3,600 sfl CFL \
(1) QLY \
(30) BMJ � • A ��\ v A
° Q�
�-y
(435 sfl CFL
/ (8) BMJ o (22) DBC
BMJ (120 s� CFL °, • "
(19) BMJ (1) UAM
46 BMJ
., ^�, .� •,. ° � .��.. air da � °. °� °� �
VS,
4 •
(1) LNA L LY
•
(194 sfl LSP (59) BMJ �) , ,., A o ° y �° ° (2,771 sfl CFL
�4
•• •. °� ���°v
�` r' (1,o6osflLSP
� ANT SCHEDULE
(1) CCA b
(23) IVO (15) CSA w)�
(21) HMA(
•• (1)UAM
CF (43)OHE
(429sfl L
N
655 sfl CFL °
(888 S� SOD , �,
'' (1,480sfl SOD y° l
;. ,
l
(80) BMJ" "
O5 '`A
CSA
° (1) CCA
(6) HMA
\ TREES CODE BOTANICAL NAME
(2) LNA
0 CCA CARPINUS CAROLINIANA
- (1) LNA
- (151 sfl LSP
LNA LAGERSTROEMIAX'NATCHEZ'
(676 s� CFL
'1 °•mow ° , ��) �w�
(981 sfl SOD
(216 sfl CFL
kwil DO,
(1) QLY /
(95) IVO /
(1,129sfl CFLI •• //
(3,219 sfl SOD /
/ °
/
v • ° • v: �` �� v.� • (354 sfl SOD
(194 sfl LSP /
SETBACK
--------------------
• QLY QUERCUSLYRATA
PROPERTY LINE
• QPH QUERCUS PHELLOS
(1) LNA HELMS JAMES DONALD
P I D: 09057011 A
/
/
/
/
— — — — — — — — — — — — — — — — — — — — — — — — — ---
/
PROP. RETAINING WALL (TYP.) ,
REMARKS
DECIDUOUS / FULL SUN TO FULL SHADE
WELL BRANCHED, MATCHED SPECIMEN
DECIDUOUS / FULL SUN
3-5 TRUNKS, WELL BRANCHED, MATCHED
SPECIMEN
OVERCUP OAK B&B Y 14-16' DECIDUOUS / FULL SUN TO PART SUN
STRONG CENTRAL LEADER, MATCHED
SPECIMEN
WILLOW OAK B&B 4" 16-18' DECIDUOUS / FULL SUN TO PART SUN
STRONG CENTRAL LEADER, MATCHED
SPECIMEN
• SJA SOPHORAJAPONICA'HALKA' TM MILLSTONE JAPANESE PAGODA TREE B&B 4" 12-14'
TOC THUJAOCCIDENTALIS'AMERICAN PILLAR' AMERICAN PILLAR ARBORVITAE B&B 6-T
• LAM ULMUS AMERICANA'JEFFERSON' AMERICAN ELM B&B Y 14-16'
SHRUBS
CODE
BOTANICAL NAME
COMMON NAME
MIN. CONT.
SPACING
MIN. HT
J
BMJ
BUXUS MICROPHYLLA JAPONICA 'GREGEM' TM
BABY GEM BOXWOOD
3 GAL
18" O.C.
12"
<�
CSA
CAMELLIA SASANQUA 'SETSUGEKKA'
SETSUGEKKA CAMELLIA
15 GAL
48" O.C.
42" MIN
DBC
DISTYLIUM X-BLUE CASCADE-
BLUE CASCADE DISTYLIUM
7 GAL.
36" O.C.
18"
HMA
HYDRANGEA MACROPHYLLA'BLOOMSTRUCK'
BLOOMSTRUCK HYDRANGEA
3 GAL
36" O.C.
12"
J
HPA
HYDRANGEA PANICULATA'JANE'
LITTLE LIME HARDY HYDRANGEA
3 GAL
24" O.C.
18"
ICC
ILEX CORNUTA CARISSA
CARISSA HOLLY
7 GAL.
48" O.C.
18"
IVO
ILEX VOMITORIA'SCHILLINGS'
STOKES DWARF YAUPON HOLLY
7 GAL.
42" O.C.
18"
r,
'
'GOSHIKI'
OHE
OSMANTHUS HETEROPHYLLUS
GOSHIKI HOLLY OLIVE
7 GAL.
42" O.C.
22" MIN
GROUND COVERS
CODE
BOTANICAL NAME
COMMON NAME
MIN. CONT.
SPACING
MIN. HT
CFL
CAREX FLACCA'BLUE ZINGER'
BLUE ZINGER SEDGE
1 GAL
12" O.C.
SOD
CYNODON HYBRID
TIFWAY419 BERMUDAGRASS
SOD
EPU
ECHINACEA PURPUREA'PAS702918' TM
POWWOW WHITE CON EFLOWER
1 GAL
18" O.C.
1 " = 30'
LSP
LIRIOPE SPICATA
CREEPING LILY TURF
1 GAL
12" O.C.
0 15 30 60
DECIDUOUS / FULL SUN TO PART SHADE
SPECIMEN, WELL BRANCHED
EVERGREEN / FULL SUN TO PART SHADE
DECIDUOUS/ FULL SUN
WELL BRANCHED, MATCHED SPECIMEN
REMARKS
FULL SUN TO FULL SHADE
EVERGREEN / FULL SUN TO FULL SHADE
EVERGREEN / FULL SUN TO PART SHADE
DECIDUOUS / PART SUN TO PART SHADE
EVERGREEN / FULL SUN TO PARK SUN
EVERGREEN / FULL SUN TO PART SUN
EVERGREEN / FULL SUN TO FULL SHADE
EVERGREEN / FULL SUN TO PART SHADE
FULL SUN
DECIDOUS / FULL SUN
EVERGREEN / PART SUN TO FULL SHADE
CKEECH (0 ASSOCIATES
1000 W. Morehead St.
Suite 120
Charlotte, NC 28208
p 704.376.6000
www.creech-design.com
THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PA ARE SUBJECT TO
THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUAL
PROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONIC
INFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THE
ELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESS
OTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT.
Land]Deq,m.
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
��1111111111///
�,.�.�•�E S IGN'I,,,
C-0653
�111111111\
SEAL
033804
23 Rov 2.020
�'.�� ••�.NGINEE�'•'V�::
D.
1111m,"
NOT FOR CONSTRUCTION
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I
Project Number: ,6
Date: 11/06/2020
PLANTING PLAN -
ALTERNATE
L4-01

O
J
w
m
w
J
m
w
W
ASPHALT PAVING
REGULAR
REGULAR
NOTE
PARKING
DRIVE
HEAVY
SPACE
LANE
DUTY
1. SURFACE COURSE
1.5"
1.5"'
1.5"'
1-2 SURFACE COURSE
2. INTERMEDIATE COURSE
2" •
2" •
2"
HB BINDING COURSE
2. BASE COURSE
6"
6"
8"
C.A. B.C.
APPLIED IN TWO EQUAL LIFTS
01
ASPHALT PAVEMENT
SURFACE COURSE
SF9.513 - FINAL LIFT TO BE APPLIED AFTER 75%O DEVELOPMENT
OCCUPANCY OR 1 YEAR FROM INTERMEDIATE COURSE
PLACEMENT (WHICHEVER OCCURS FIRST)
TACK COAT
(SEE SECTION 1.E.4)
INTERMEDIATE COURSE
1-19.013
BASE COURSE
COMPACTED AGGREGATE BASE COURSE
SUBGRADE
COMPACTED SUBGRADE
(SEE SECTION 1.A.18)
NOTES:
1. GEOTECHNICAL ENGINEER SHALL REVIEW AND APPROVE
ASPHALT PAVEMENT DESIGN PER ACTUAL SOIL CONDITIONS
AND OWNERS LOADING REQUIREMENTS.
2. CONTRACTOR TO PROVIDE MIN. 5' x 5' MOCK-UP OF ASPHALT
FOR OWNER AND LANDSCAPE ARCHITECT REVIEW AND
APPROVAL PRIOR TO INSTALLATION
MATCH EXISTING °
FINISH ASPHALT
EXISTING GRADE ELEVATION
ASPHALT 2'-0" MIN.
ilie
ASPHALT TIE IN SECTION
NOT TO SCALE
NEW
ASPHALT
MILL 2'-0" MIN. OF
EXISTING ASPHALT
SURFACE COURSE
BITUMINOUS EXPANSION JOINT
1/2" THICK AT 20'-0" MAX SPACING AND
AT ALL VERTICAL WALLS. ALLOW 1/2"
RECESS BELOW TOP OF SLAB TO SEAL
WITH WATERPROOF SEALANT
CONCRETE PAVING
3600 PSI @ 28 DAYS. REFER TO MATERIAL
SCHEDULE FOR FINISH. REFER TO LAYOUT
AND MATERIALS PLAN FOR LOCATION
CONTROL JOINT
REFER TO LAYOUT PLAN FOR JOINT
LOCATION. JOINTS SHALL BE 1/4" x 1/2"
DEEP WITH WATERPROOF SEALANT
AGGREGATE BASE
COMPACT TO MIN. 95%O STANDARD
PROCTOR. REFER TO GEOTECHNICAL
ENGINEERING PLANS FOR
ADDITIONAL INFORMATION
98%O COMPACTED SUBGRADE
1/8"
GROOVE JOINT IN SIDEWALK
NOT TO SCALE
1/8" RADIUS
1/2"
TRANSVERSE EXPANSION
JOINT IN SIDEWALK
1/8" TO 1/4"
JOINT FILLER
NOT TO SCALE
NOTES:
1. CONTRACTOR MUST VERIFY THIS PAVEMENT SECTION WITH CONSULTING
LI
1/2" EXPANSION JOINT
GEOTECHNICAL ENGINEER PRIOR TO INSTALLATION
0 D
2. ALL PRODUCTS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS
(~j
1/4" PER FOOT PROPOSED CURB
3. REFER TO LAYOUT AND MATERIAL PLANS (THIS SET) FOR ADDITIONAL INFORMATION
AND GUTTER
4. ANY CONCRETE PAVING SURFACE THAT BECOMES STAINED DURING INSTALLATION /
CONSTRUCTION SHALL BE DISCARDED AND REPLACED WITH NEW CONCRETE PAVING
5. REFER TO LAYOUT PLAN FOR ALL CONTROL JOINT AND EXPANSION JOINT SPACING
INFORMATION
PROPOSED 4" CONCRETE SIDEWALK
DETAIL SHOWING EXPANSION JOINTS
IN CONCRETE SIDEWALK
NOT TO SCALE
NOT TO SCALE 02
ADJACENT EDGE CONDITION VARIES, REFER TO LAYOUT
AND MATERIAL PLANS FOR ADDITIONAL INFORMATION
CONCRETE EDGE PAVER RESTRAINT,
HAND TOWELED, MIN. 1" BELOW FINISHED GRADE OF PAVER
PEDESTRIAN CONCRETE PAVERS,
BUTT JOINTS. SWEEP JOINTS WITH SAND (SEE NOTE #1). REFER TO
LAYOUT AND MATERIALS PLAN FOR ADDITIONAL INFORMATION.
SAND SETTING BED,
V THICK MAX. (SEE NOTE #1)
AGGREGATE BASE COURSE,
6" THICK, COMPACTED, TWO LIFTS
SUBGRADE,
95%O COMPACTED
NOTES:
1. JOINT AND BEDDING COURSE SAND TO BE NATURAL, WASHED SILICA SAND PER ASTM C33. CONTRACTOR TO PASS
SAND THROUGH NO. 8 SIEVE PRIOR TO JOINT FILLING.
2. CONTRACTOR MUST VERIFY THIS PAVEMENT SECTION WITH CONSULTING GEOTECH PRIOR TO INSTALLATION.
3. PAVERS TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS.
4. CONTRACTOR TO SUBMIT SAMPLE OF PAVER FOR FINAL REVIEW AND APPROVAL BY OWNER / LANDSCAPE
ARCHITECT ORDERING AND INSTALLATION.
5. CONTRACTOR TO CONSTRUCT 6' x 6' MOCKUP OF PAVERS FOR FINAL REVIEW/ APPROVAL BY OWNER / LANDSCAPE
ARCHITECT PRIOR TO INSTALLATION
6. ANY PAVER(S) SURFACE THAT BECOMES STAINED DURING INSTALLATION SHALL BE DISCARDED AND REPLACED
WITH NEW PAVER(S).
7. PAVERS TO BE INSTALLED BY AN I.C.P.1 CERTIFIED CONTRACTOR
PEDESTRIAN PAVER TYP.
SECTION
CONCRETE STANDARD
ADJACENT UNIT PAVING,
REFER TO LAYOUT AND MATERIALS
PLAN FOR ADDITIONAL INFORMATION
1' 0"
III
III III: :III III III III:;;, III: .;;III: III III III
..... III L II III III:
THICKENED CONCRETE EDGE
BITUMINOUS EXPANSION JOINT
1/2" THICK AT 20'-0" MAX SPACING AND AT ALL
VERTICAL WALLS. ALLOW 1/2" RECESS BELOW TOP
OF SLAB TO SEAL WITH WATERPROOF SEALANT
CONTROL JOINT
REFER TO LAYOUT PLAN FOR JOINT LOCATION. JOINTS
SHALL BE 1/4" x 1-1/2" DEEP WITH WATERPROOF SEALANT
STEEL WIRE MESH
3' x 6" NO. 10/10 GALVANIZED STEEL
CONSTRUCTION JOINT (IF USED)
NSTALL 5/8" DIA. x 3-0" LONG SMOOTH STEEL DOWELS AT
18" O.C. GREASE
CONCRETE PAVING
3000 PSI AT 28 DAYS. REFER TO MATERIALS SCHEDULE FOR
-INISH. REFER TO LAYOUT AND MATERIALS PLAN FOR
-OCATION
AGGREGATE BASE
;OMPACT TO MIN. 95%O STANDARD PROCTOR. REFER TO
3EOTECHNICAL ENGINEERING PLANS FOR ADDITIONAL
NFORMATION
3UBGRADE
;OMPACT TO MIN. 95%O STANDARD PROCTOR.
GENERALNOTES
1. CONTRACTOR MUST VERIFY THIS PAVEMENT SECTION WITH CONSULTING GEOTECHNICAL ENGINEER PRIOR
TO INSTALLATION
2. ALL PRODUCTS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS
3. REFER TO LAYOUT AND MATERIALS PLANS (THIS SET) FOR ADDITIONAL INFORMATION
4. ANY CONCRETE PAVING SURFACE THAT BECOMES STAINED DURING INSTALLATION / CONSTRUCTION SHALL
BE DISCARDED AND REPLACED WITH NEW CONCRETE PAVING
5. REFER TO LAYOUT PLAN FOR CONTROL JOINT AND EXPANSION JOINT SPACING
3/4" = 1'-0.. 03
1/2" BITUMINOUS EXPANSION JOINT @ 20' MAX
SPACING AND AT VERTICAL WALLS. ALLOW 1/2"
RECESS BELOW TOP OF SLAB TO SEAL W/
WATERPROOF SEALANT
ADJACENT UNIT PAVING,
REFER TO LAYOUT AND MATERIALS PLAN FOR
ADDITIONAL INFORMATION
4" DEPTH 100%O CRUSHED GRAVEL, 3/4" MAXIMUM
DIAMETER
98%O COMPACTED SUBGRADE
NOTES:
1. CONTRACTOR MUST VERIFY THIS PAVEMENT SECTION WITH GEOTECHNICAL ENGINEER PRIOR TO INSTALLATION
2. PAVERS TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS
3. CONTRACTOR TO SUBMIT SHOP DRAWING TO OWNER / LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION
3/4" = 1'-0.. 05
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LONGITUDINAL JOINT TRANSVERSE EXPANSION JOINT
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846.01
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4- PLACE STOP BARS A MINIMUM OF 4 FEET FROM NEAREST CROSSWALK LINE. STOP BARS AT SIGNALIZED INTERSECTIONS SHOULD WARNING DOMES
BE COORDINATED WITH THE SIGNAL DESIGN SECTION OR AS DIRECTED BY THE ENGINEER.
5- CURB RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE TO THE LATEST NCDOT ROADWAY STANDARD DRAWINGS.
SHEET 1 OF 1
HEET 1 OF 1
1205.07
1205.07
CROSSWALK
NTS
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UNIT PAVING TO CONCRETE TRANSITION
CONSTRUCT STANDARD SIDEWALK 5' WIDE AND
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PLACE A GROOVE JOINT 1" DEEP WITH 1,/8" RADII
IN THE CONCRETE SIDEWALK AT 5' INTERVALS.
ONE 1,/2" EXPANSION JOINT WILL BE REQUIRED AT 50'
INTERVALS. A 1/2" EXPANSION JOINT WILL BE REQUIRED
WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE.
SEE STD. DWG. 848.05 FOR CURB RAMP LOCATION
REQUIREMENTS AND CONSTRUCTION GUIDELINES.
RAD SURFACE OF
JOINT SEALER SIDEWALK
' P..C'?' P..d`' P..Cr' P..d°.. / P..�'?' P..O�' P..G°.• P,p -
1/2" JOINT WIDTH_I_ . JOINT FILLER
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IN SIDEWALK
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BUILDING, SEALING COMPOUND
WALL, ETC. / 1/8" RAD 1/g" RAD
PROPOSED
/ CONCRETE PROP. C&G
SIDEWALK PCONC. PAVEMENT
DETAILS SHOWING JOINTS IN CONCRETE SIDEWALK
EXISTING SIDEWALK
ISOMETRIC VIEW
OIOIOIOIOIOIOIOIOIOIOI PAY LIMITS FOR CURB RAMP
NOTES:
1. DETECTABLE WARNING DOMES WILL COVER 2'-0" LENGTH AND FULL WIDTH OF THE
RAMP FLOOR AS SHOWN ON THE DETAILS.
2. DETECTABLE WARNING DOMES WILL CONTRAST VISIBILITY WITH ADJOINING SURFACE, EITHER LIGHT -ON -DARK,
OR DARK -ON -LIGHT SEQUENCE COVERING THE ENTIRE RAMP.
RAMP WIDTH AREA IS VARIABLE
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7. EC
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REFER TO ROADWAY STANDARD DRAWING NUMBER 848.05 SHEET 3 OF 3 FOR ALL RAMP NOTES CHECKED Bvv DATE
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848.01
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BACK OF SIDELK DROP REQUIRED FOR ALL
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848.05
CURB RAMP
NTS
CKEECH Q0 ASSOCIATES
1000 W. Morehead St.
Suite 120
Charlotte, NC 28208
p 704.376.6000
www.creech-design.com
THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PA ARE SUBJECT TO
THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUAL
PROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONIC
INFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THE
ELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESS
OTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT.
LandDesjfm-
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
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Project Number: ,(
m
Date: 11 (` / ,
SITE DETAILS
L5-01

NOTES:
1. REMOVE WIRE AND NYLON TWINE FROM BALL A
CANOPY
2. SOAK ROOT BALL AND PLANT PIT IMMEDIATELY
INSTALLATION
3. STAKING IS REQUIRED FOR ALL TREES IN R.O.V
REQUEST OF ARBORIST
4. REMOVE EXCESS SOIL FROM SITE AND DISPOSI
LEGAL MANNER
5. RESEED UNMULCHED AND DISTURBED AREAS
3/4" NYLON S
ROOT CROWN TO BE AT FINISHED GI
4" HIGH / 6" WIDE MAX. BERM OUTSIDE OF ROOT
(3) - 1" x 2" x 18" WOOD STAKES WITH CENTEREI
HOLE DRIVEN IN LINE WITH STRAP EQUALLY SPj
AROUND
REMOVE TYPICAL EXCESS SOIL FROM ROOT CF
REMOVE TOP 1/3 OF BURLAP AND ANY NAILS / PINS
REMOVE TOP 1/3 OF WIRE BASKET WHERE PRE
RAISE PIT BOTTOM TO SET I..,.,
CROWN AT THE CORRECT HEIGHT.
FIRM SOIL UNDER ROOT BALL.
01
NOTES:
ROOT BALL
DIA.
VARIES
6" SLIP KNOT WITH STOP KNOT.
6" LARGER THAN TREE DIAMETER
KEEP MULCH AWAY
FROM TRUNCK 1" TO 2"
4" MAX. LAYER OF MULCH
FINISHED GRADE
BACKFILL AS SPECIFIED
UNDISTURBED SOIL
ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2004)
FOR EXAMPLE: CALIPER HEIGHT (RANGE) MAX. HEIGHT MIN. ROOT BALL DIA. MIN. ROOT BALL DEPTH
2" 12-14' 16' 24" 16"
3" 14-16' 18' 32" 21"
TREE PLANTING DETAIL
SECTION
1.
SCARIFY ROOT MASS OF
CONTAINERIZED PLANT MATERIAL
TYP. COLLAR,
2.
INSTALL CONTAINERIZED PLANTS AT
MIN. 2" HT.
FINISHED GRADE
3.
TAMP PLANTING MIX FIRMLY AS PIT IS
4" LAYER OF
APPROVED MULCH
FILLED AROUND EACH PLANT BALL
4.
OMIT COLLAR AROUND EACH SHRUB
WHEN IRRIGATION IS PRESENT
"V" TRENCH AROUND
5.
SOAK EACH PLANT BALL AND PIT
IMMEDIATELY AFTER INSTALLATION
ENTIRE PLANTING BED
EDGE OF
PLANTING BED
CROWN HEIGHT IN INCHES EXISTING
EQUALS MEDIAN WIDTH IN GRADE
FEET TO 12'-0" MAX. FINAL
GRADE
o 10'-0" (EX)
w
TYPICAL BED CROWNING
SPACING VARIES
SEE LANDSCAPE PLAN
o' z
ACCEPTABLE
PLANT MEDIA
TYPICAL PLANTING BED DETAIL
EQUAL SFr,
BETWEEN ALL PLANTS
TYPICAL PLANTING BED PLAN
02
3/4" = 1'-0" _
TAMP SOIL MIX UNDER
EACH PLANT BALL TO
MINIMIZE SETTLEMENT
TYP. STAGGERED
ROWS
EDGE OF
PLANTING BED
SHRUB PLANTING BED r
03 04
DETAIL 1/2" = 1'-0"
GENERAL NOTES:
1. ALL TREES ARE TO BE NURSERY GROWN, BURLAP AND BALL (B&B). MINIMUM TREE
SIZE IS PER SCHEDULE (MEASURED 6" ABOVE ROOT BALL).
2. REMOVE ALL TREATED OR PLASTIC -COATED BURLAP, STRAPPING, WIRE OR NYLON
TWINE FROM ROOT BALL. AFTER SETTING IN HOLE, CUT AWAY TOP AND SIDES OF
WIRE BASKET, IT ANY.
3. INSTALL TOP OF PLANT BALL EVEN WITH OR 1" ABOVE EXISTING GRADE.
4. SET TREE IN VERTICAL POSITION PRIOR TO STAKING.
5. SOAK PLANT BALL AND PIT IMMEDIATELY AFTER INSTALLATION. PLACE 4"-6" OF
SEASONED MULCH OR PINE NEEDLES AROUND BASE OF TREE, 3' DIAMETER
MINIMUM.
6. GUY WIRES ARE NOT PERMITTED IN STREET RIGHT-OF-WAY.
7. TREE BRACING STRAPS ARE OPTIONAL; USE POLYPROPYLENE WEBBING ONLY. NO
WIRE OR ROPE TO BE IN DIRECT CONTACT WITH TRUNK. REMOVE ALL TREE
STRAPS AND TRUNK WRAP AFTER ONE GROWING SEASON.
8. WRAP TREES FROM GROUND TO LOWEST BRANCHES WITH BURLAP OR TREE WRAP
-___ PAPER (OPTIONAL). SECURE NEAR TOP AND BOTTOM WITH HEMP STRING ONLY.
EVERGREEN TREE PLANTING
SECTION
SECTION
FASTEN TRUNK TO STAKE WITH TREE RING
LOCATE ANCHOR STAKE 8" AWAY FROM TREE TRUNK ON
SIDE OF PREVAILING WIND. "T" RAIL IRON STAKE OR
ACCEPTABLE WOODEN SUBSTITUTE. ANCHOR FIRMLY.
CROWN OF ROOT BALL SHALL BEAR SAME RELATION (OR
SIGHT ABOVE) TO FINISHED GRADE AS IT BORE TO
PREVIOUS GRADE
3" LAYER OF MULCH
FOLD DOWN OR CUT AND REMOVE TOP 1/3 OF BURLAP IF
NON -DEGRADABLE WRAP IS USED REMOVE TOTALLY.
CREATE SOIL SAUCER WITH TOPSOIL (MIN. 6")
COMPACTED TOPSOIL MIX OR CLEAN SUBSOIL
COMPACT SUBSOIL TO FORM PEDESTAL AND PREVENT
SETTING
3/4" = 1'-0"
NOTES
1. LAYOUT PLANTS IN PREPARED BED AS SHOWN
2. SPACING AS SPECIFIED. PER SCHEDULE STAGGERED ROWS
3" LAYER OF MULCH
PLANTING MIX AS SPECIFIED
�-- FINISHED GRADE
SPACING
OQ
3/4" = 1'-0" 0 5
PLANT SPACING CHART
SPACING "D"
ROW "A"
PLANTS / S.F.
6" O.C.
5.20" O.C.
4.61
8" O.C.
6.93" O.C.
2.60
10" O.C.
8.66" O.C.
1.66
12" O.C.
10.40" O.C.
1.15
15" O.C.
13.00" O.C.
0.73
18" O.C.
15.60" O.C.
0.51
24" O.C.
20.80" O.C.
0.29
TRIANGULAR SPACING FOR SHRUBS AND GROUND COVERS
PLAN T. = 1'-0"
CKEECH (0 ASSOCIATES
1000 W. Morehead St.
Suite 120
Charlotte, NC 28208
p 704.376.6000
www.creech-design.com
THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PAARE SUBJECT TO
THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUAL
PROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONIC
INFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THE
ELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESS
OTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT.
Land]Deq,m.
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
VWVW.LANDDESIGN.COM
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Project Number: ,6
Date: 11/06/2020
PLANTING
DETAILS
L6-00