SW3201201_Plan (Set)_20210317

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, HW'S, 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 A WAY 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
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
OVERWATERING/DROWNING 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.
CREECH 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 i
ign.
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WVWV.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
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Project Number: ,(
Date: 01 / 18/2020
GENERAL NOTES
GO-01

\ EROSION CONTROL NOTES:
1. CONTRACTOR TO PROVIDE AS MUCH SPACE AS POSSIBLE
ra,
1 \ BETWEEN TOE OF FILL SLOPE AND SILT FENCE.
2. PLEASE CONTACT NCDEQ TO ADVISE ON START DATE AND
\ SCHEDULE PRE -CONSTRUCTION MEETING.
\\ TOTAL DENUDED AREA:
3. ON -SITE BURIAL PITS REQUIRE AN ON -SITE DEMOLITION
,< 7
11 / 1 AC LANDFILL PERMIT FROM THE ZONING ADMINISTRATOR.
�161
�\ \
\ 4. ANY GRADING BEYOND THE LIMITS OF CONSTRUCTION SHOWN
�V A \ �\ ON THIS PLAN IS SUBJECT TO A FINE.
�" \ \ 5. GRADING 1 ACRE OR MORE WITHOUT AN APPROVED EROSION
V A{�CONTROL PLAN IS A VIOLATION AND SUBJECT TO A FINE.
�,r2 /
TT V A ,� FF 6. ALL SLOPES MUST BE SEEDED AND MULCHED WITHIN 7
CALENDAR DAYS.
� � 7. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT
\ \ / I 1 MAY BE REQUIRED BY THE EROSION CONTROL COORDINATOR.
�� 8. SLOPES SHALL BE GRADED NO STEEPER THAN 3:1. FILL SLOPES
FF C GREATER THAN 10' REQUIRE ADEQUATE TERRACING. SLOPES
\>, �� (� GREATER THAN 3:1 SHALL RECEIVE MATTING.
FDT\,.
I 1 � 9. ALL ELEVATIONS ARE IN REFERENCE TO THE SURVEYORS
\ v BENCHMARK WHICH MUST BE VERIFIED BY THE GENERAL
"T\ CONTRACTOR PRIOR TO GROUND BREAKING.
TT TT,
\V A 10. ALL EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE
"
\ U �fav �V �A I WITH THE N.C. EROSION AND SEDIMENT CONTROL PLANNING
\ 62 AND DESIGN MANUAL.
3 DRAINAGE _ A Y \ \ \ ��M \
=SSON ROAD / �V
\ � G 0/J � � � � V 11. PERMANENT CUT AND FILL SLOPES PLACED ON A SUITABLE
FOUNDATION SHOULD BE CONSTRUCTED AT 3:1 (HORIZONTAL
T` V A TO VERTICAL) OR FLATTER. PERMANENT SLOPES OF 3:1
SHOULD BE CONSTRUCTED WHERE MOWING IS DESIRABLE AND
�0
0
\, \ ` \ AS INDICATED. IF FILL MATERIAL IS BROUGHT ONTO THE
' \ O \ 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 BORROW
\ \ \ \ LOCATION AND/OR WASTE BURIAL LOCATION TO THE EROSION \
V \� V
A / CONTROL INSPECTOR. BORROW AND WASTE SITES MUST HAVE
A �'� 0 \ APPROVE EROSION CONTROL PLAN.
\ f \ \ V'�r' \ PROP. LIMITS OF
'DISTURBANCE (TYP.) V 12. LIMITS OF CLEARING SHOWN ARE BASED ON CUT AND FILL
\ 0'4,. \ \ SLOPES OR OTHER GRADING REQUIREMENTS.
'\ \ J \ \ PROP. SILT FENCE (TYP.) \ \ 1 13. CONTRACTOR SHALL INSTALL ALL EROSION CONTROL
'T «� ��Ts \ MEASURES AS INDICATED PRIOR TO GRADING OPERATIONS. NO
DEVICE MAY BE REMOVED WITHOUT APPROVAL OF EROSION
CONTROL COORDINATOR.
LF
14. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY WITH
\
� PROP. INLET l V EXISTING CONTOURS.
\ � \ \ � � � �
\T,
PROTECTION (TYP.) \ 15. ALL DISTANCES ARE HORIZONTAL GROUND.
\,- \
\ O VT,Q, 16. ANCHOR SILT FENCE WITH STONE ON TREE PROTECTION
in ZONES. DO NOT BURY.
/ \ \ 17. INLET PROTECTION IS REQUIRED FOR ALL INLETS LOCATED IN
-� \ \ THE WORKING AREA
�ELEVSss \ �o 18. INLET PROTECTION IS REQUIRED FOR ALL PHASES OF THE
�•o\ PROJECT AND UNTIL THE DISTURBED AREA IS FULLY
STABILIZED.
PROP. INLET \A
V \ PROTECTION (TYP.) I �G� i 19. SEDIMENT TRAP AND BASIN SLOPES SHALL BE STABILIZED AND
1 \ SEEDED IMMEDIATELY AFTER CONSTRUCTION.
,) EXISTING FACILITY ENTRANCE AND \ 20. CONTRACTOR TO REPLACE ALL STAGING AND STOCKPILE
A� �6 /A�DRIVE TO REMAIN IN PLACEAND IN
OPERATION UNTIL NEW DRIVEWAY AND AREAS TO PRE CONSTRUCTION CONDITIONS. PROVIDE PHOTO
LLEV5485 5l O-�n �DOCUMENTATION OF PRE -CONSTRUCTION CONDITION AT THESE
LF,yTONNECTION AREA ARE COMPLETE. \ AREAS
CONSTRUCTION SEQUENCE
�o
TOP OF DAM. 5465
\ \ \q
TOP OFDAM 5465
Li 8.00' r 11-r
\ Wo = 2.00'
I.UU t HIVU IJ 0"JtL I IU""r-
4. INSTALL TEMPORARY CONSTRUCTION ENTRANCE.
\\�\ \
`W=5.00'
5. INSTALL ALL TEMPORARY SILT FENCE, TREE PROTECTION, AND
\
TOP OFDAM 546s Q
\
ANY OTHER TEMPORARY MEASURES AS DEEMED NECESSARY BY
THE EROSION CONTROL INSPECTOR.
PROP TEMP CONSTRUCTION
9. BEGIN CLEARING GRUBBING AND DEMOLITION OPERATIONS.
J i Q� CPI PROP. 30 LF OF 6" PVC -`' ' " ' PROP. SKIMMER _
III I \ / \ \ \ i // ENTRANCE PER NCDEQ REMOVE ALL SURFACE SOIL CONTAINING HIGH AMOUNTS OF
_ _
-QI <-Ql <-Q1 e ORGANIC MATTER AND STOCKPILE OR DISPOSE IT PROPERLY.
EMERGENCY SPILLWAY: 540.00 PROP. BAFFLES (TYP.) / / / STANDARD DETAIL (TYP.) 9 /
«, V PLACE TEMPORARY SEDIMENT CONTROL MEASURES BELOW
\ /
/ OP OF DAM 5415 \ \ \ \ \ \ PROP. TEMPORARY 12" PVC PIPE
TOP OFDAM s41s \ \ � � � ;,'qT / � BASIN AS NEEDED. CLEARING AND GRUBBING SHALL BE DONE
/oFDAM5415�- - - - - / / ELE s4so / V A UNDER CONSTRUCTION SHEET C5-01 ONLY IN AREAS WHERE EARTHWORK WILL BE PERFORMED AND
y
ENTRANCE. REFER TO S ONLY IN AREAS WHERE CONSTRUCTION IS PLANNED TO
� A � FOR DETAILS. COMMENCE WITHIN 14 DAYS AFTER CLEARING AND GRUBBING.
,x \ DA 2 , A v A v \ v� ��
STOCKPILE �,t�; / A V \ �\ \ 10. ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF
40
LOCATION 115490.21 SF � �� A � \ \ o � 54,8 PROP. TEMPORARY 12" PVC PIPE ROOTS, WOODY VEGETATION, ORGANIC MATTER, AND OTHER
\ A \ /� /+ A \ \ UNDER CONSTRUCTION OBJECTIONABLE MATERIAL. PLACE THE FILL IN LIFTS NOT TO
2.65 ACRES`,, ENTRANCE. EXCEED 9 INCHES, AND MACHINE COMPACT IT. OVER FILL THE
J EMBANKMENT SIX INCHES TO ALLOW FOR SETTLEMENT
- / \ / „ - \ \ \
`, `,
5 \ � -- as ,\' PROP. SKIMMER SEDIMENT BASIN SSB 1 �'\ _ \ � �
/ \� / \ 40
�Il� / \ � � \ � � � / a g39 � � � \ � _ � \ DRAINAGE AREA: 1.08 AC A \ V � \\ V A A \ \ � � 11. INSTALL SKIMMER SEDIMENT BASINS, CHECK DAMS AND
\\ \ s47 53 / \ SURFACE AREA REQUIRED. 1,481 SF \ \ V DIVERSION DITCHES.
I/., ., /.,, /''., ` / \ \ ' \ SURFACE AREA \ ` i \
p1
\, \\ r r \ � \ 12. EARTHEN SPILLWAYS: INSTALL THE SPILLWAY IN UNDISTURBED
5 y PROVIDED 3,989 SF (AT 545 00) \
` ` DRAINAGE AREA: AC SEDIMENT B VOLUME PROSIDEDS SLOPE: 3:1 \ \ \ O \ \ \ SOIL TO THE GREATEST EXTENT POSSIBLE. THE ACHIEVEMENT
PROP. SKIMMER BASIN SSB 2 '
`' �.� ��� �.�`�,.0. - SURFACE AREA REQUIRED: 3 633 SF - v �, \ \ V �\ \ \
OF PLANNED ELEVATIONS, GRADE, DESIGN WIDTH, AND
\ \ ENTRANCE & EXIT CHANNEL SLOPES ARE CRITICAL TO THE
V�A�v',,''�� '. SURFACE AREA PROVIDED: 6,708 SF (AT 540.00) \ \'�" \
AAA, �� �,.; VOLUME PROVIDED: 11,381 CF / V PROP. TEMPORARY DIVERSION \ / A / SUCCESSFUL OPERATION OF THE SPILLWAY. THE SPILLWAY
DITCH TO SSB-1 (TYP.) \L , A SHOULD BE LINES WITH LAMINATED PLASTIC OR IMPERMEABLE
y \ \ / SIDE SLOPE. 3:1 4f MAINTAIN POSITIVE DRAINAGE 0 GEOTEXTILE FABRIC. REFER TO NCDEQ E&SC DESIGN MANUAL,
\ � � / � �'' � � FROM ELEVATION 555.00 TO � � � �� TT
SECTION 6.64.8 FOR FURTHER BASIN CONSTRUCTION
/ SSB AT ALL TIMESELEV 1485
A . / \ Q ' SPECIFICATIONS.
\ l
\ �� , .� y �>� / �F
*ft- - \ 13. CALL FOR ON -SITE INSPECTION BY EROSION CONTROL
_ A \ INSPECTOR. WHEN APPROVED, INSPECTOR WILL ISSUE THE
/ \ GRADING PERMIT AND CLEARING, GRUBBING AND DEMOLITION
I 4_Q-�� / V A o PROP. ROCK CHECK \ MAY BEGIN.
W� 5ELEV541z DAM (TYP.) / ..
� ,7� � � � � � � 14. GENERAL CONTRACTOR SHALL ENSURE THAT EROSION
�� « CONTROL MEASURES ARE IN PLACE AND FUNCTIONING PRIOR TO
ELEV554s GRUBBING AND GRADING OPERATIONS.
\ v \ �. V
/ SUB-DA STONE OUTLET 5-- 15. BEGIN MASS GRADING, INSTALLING ADDITIONAL EROSION
I \ 7,223 SF ) �CONTROL MEASURES AS INDICATED, AS REQUIRED, AND AS
V ELEV
PROP. TEMPORARY DIVERSION DITCH (TYP). / 0.17ACRES ���' DEEMED NECESSARY BY THE EROSION CONTROL INSPECTOR.
I I \ \ MAINTAIN POSITIVE DRAINAGE AT ALL TIMES. /�
16. STABILIZATION IS THE BEST FORM OF EROSION CONTROL.
\ / TEMPORARY SEEDING IS NECESSARY TO ACHIEVE EROSION
a.
\ FF\ A \ \ \ \ I T / � V CONTROL ON LARGE DENUDED AREAS AND ESPECIALLY WHEN
\ O --� A Av .� / SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION
II, / �J \ \ \ \ 1 \ SEQUENCE.
LTTL
' / \ \ \ \ \ \ \ \ 17. NO DEVICE SHALL BE REMOVED UNTIL SITE IS STABILIZED AND
/ \ V \ \ / 'V\ `.* ELEV'. 552.66 % �V A WITH APPROVAL FROM EROSION CONTROL INSPECTOR.
\ V v PROP. TEMPORARY DIVERSION ELEV55z5 ��6��;. BORROW PIT' \
\ / f i
DITCH TO SSB-3 (TYP.) LOCATION ' v v � � � �
\ 18. UPON COMPLETION OF MASS GRADING, STABILIZATION OF
MAINTAIN POSITIVE DRAINAGE / ' \ � � DRAINAGE AREAS, AND APPROVAL FROM EROSION CONTROL
TO SSB AT ALL TIMES.
\ V \ \
`r, 1 1 / INSPECTOR BEGIN MUCKING OUT AND FILLING SSB-3 TO
� DA 3 PROP. SI11 LTFENCE
\ \ �� / EXISTING
UNDISTURBED \ FINISHED GRADE (PHASE III).
" V / � �-
LT A \ \ PROP. SKIMMER SEDIMENT BASIN SSB 3 202,112 SF \ \ STONE OUTLET 5 (TYP.) DRAINAGE AREA 19. INSTALL TEMPORARY DIVERSION BERMS TO SSB-4 AS SITE IS
SUB-DA STONE OUTLET 4 �
DRAINAGE AREA: 4.64 AC \"s' - \ OFFSITE BROUGHT TO FINISHED GRADE AND STORM DRAINAGE IS
� V \ � G' �.
V \ \ �LEV 5385 21,700 SF O \ SURFACE AREA REQUIRED: 6,361 SF 4.64 ACRES _ \ \ �� INSTALLED (PHASE III).
\ 0.499 ACRES `I i SURFACE AREA PROVIDED: 10,220 SF (AT 533.00) A \ PROP. HIGH HAZARD i
V ��, SILT FENCE (TYP.) /
� � ��'` �,, /� VOLUME PROVIDED: 16,344 CF � � �",, EL\549 � � 20. ALL EROSION CONTROL DEVICES SHOULD BE MONITORED ONCE
` \ V / SIDE SLOPE: 3:1 v A WEEK AND AFTER EVERY STORM EVENT OF �" OR GREATER BY
/ PROPERTY LINE �� A CERTIFIED INSPECTOR. IF ANY FAILURES ARE FOUND THEY
\ LL \ SHOULD BE REPAIRED AS SOON AS POSSIBLE.
� V PROP. TEMPORARY O.� _ � .,,, � � _ /
DIVERSION DITCH (TYP.) L \ \ \ \
\ LEV538o 21. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED
\ AND MAINTAINED BYCONTRACTOR IN ACCORDANCE WITH THE
PROP. 6 SLOPE DRAINS (TYP.) � � A � � / � � i N.C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN
y
�
�,� � MANUAL, U.S. DEPT. OF AGRICULTURE, CITY OF CHARLOTTE,
V \
v � �- EROSION CONTROL ORDINANCE, AND THE CHARLO TE
v y / ss;% A MECKLENBURG LAND DEVELOPMENT STANDARDS. T
\...� p PROP. ROCK CHECK V \ \ \
\ DAM (TYP.) \ 22. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE
' O \535 V V ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT
/J �o
\ \ - MUST BE OBTAINED FROM THE
OFF SITE GRADING PERMISSION
\ \ 534„ AFFECTED PROPERTY OWNERS.
531 532 533 \ ... \ \ NOTE: EXISTING TOPO OUTSIDE PROPERTY
\ \ BOUNDARY IMPORTED FROM GIS DATA
v A \
ELEV 535.0
.. V ,
�
..
,.,.,..,.,,
L \ \
ELEV'53325
� . .
\
� /
\� � � HELMS JAMES DONALD
PID: 090570.11A
�O ...............
-...........
ELEV'. 536.2
.......... ........ ........ TOP OF DAM'. 5345
\ '
\ J
......
..
............ ,...,.., ,
\
...... \ i)y�,
.,.
ELEV. 532.2
�
,,,,
,� ,., ,.,. ..,TD-, ....... ......._ ._.,.. 5 �.
1 r TOP OF onM. s345
O
534 533
531
y32 y31
,,.,.
535 0
�>' ,. ,.. ,.,.....,
/
ELEV. 530.35
TD-> "„ �'.)'
TOP OF DAM 534 5
, ,,.
,.....,..
....
,,.
/
TOP OF DAM'. 5345
32
TOP OF DAM.
5345
Ei30
I
533
<,
"
.. , , , ,... .... ..,... .......
V
STONE
PROP. SILT(TYP.)
I've'
v I���,/
531
53z /
OUTLET 4 TYP
Ol
ELEV 1s ......
L
"T
`
<-41
<-41�
\
....
EMERGENCY SPILLWAY: 533.00
PROP. BAFFLES (TYP.)
�
DAYLIGHT 28 LF OF 6"
PROP. SKIMMER (TYP.)
SUB-DA STONE OUTLET 5
t1
\
PVC AT 530.00
PROP. SILT FENCE
5,613 SF
0.129 ACRES
\
PROP. RIP RAP
STONE OUTLET 5 (TYP.)
\
EROSION CONTROL LEGEND
PROPERTY LINE
- -
LIMITS OF DISTURBANCE
Lp
EX. 5' MAJOR CONTOUR
735
EX. V MINOR CONTOUR
736
PROP. 5' MAJOR CONTOUR
73
PROP. V MINOR CONTOUR 73
TEMP. CONSTRUCTION
ENTRANCE (NCDEQ 6.06)
PROP. SILT FENCE (NCDEQ 6.62)
INLET PROTECTION (NCDEQ 6.51)
TREE PROTECTION (NCDEQ 6.05)
TEMP. DIVERSION DITCH (NCDEQ 6.20)
TD->
TEMP. ROCK CHECK DAM (NCDEQ 6.63)
,
TEMP. SILT FENCE OUTLET
OVERALL DRAINAGE AREA
SUB DRAINAGE AREA
SOIL TYPES \
LT 1 = 40'
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) NCDEQ PROJECT ID: UNION-2021-013 0 20 40 80
CREECH 0i 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.
LandDesign.
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
...
C-0653
SEAL
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I
No.
Description
Date
1
OWNER COMMENTS
08/25/2020
2
NCDEQ COMMENTS
10/26/2020
Project Number: ,�
Date: 01 /18/2020
EROSION CONTROL
PLAN PHASE I
C2-00

\ \ \ \ \ V AV v A TT V A V A EROSION CONTROL NOTES.
\ � � I A
\ \ \ v
\ V A \ ROBERT MATHIS11 / \ TIMOTHY CHARLE`S HUGGINS \ \ �- \ \ V A \ I 1. CONTRACTOR TO PROVIDE AS MUCH SPACE AS POSSIBLE
\ \ \ \ \ \ PID. IT 0905701 OD / PID. 09057OQC \� \\ A V A BETWEEN TOE OF FILL SLOPE AND SILT FENCE.
\ \ V \ V A\ \ \ PIE. 5347 PG. 628 / PIE. 11 72 PG. 647 \ V � V Vol \ A\ V A \ 2. PLEASE CONTACT NCDEQ TO ADVISE ON START DATE AND
\ \ \ \ \ Pa ;` V\ (") SCHEDULE PRE -CONSTRUCTION MEETING.
I 11v v v vv // v �y �v:�,�� v �,, v TOTAL DENUDED AREA:
I'll\ \/ITT v v 1, 3. ON -SITE BURIAL PITS REQUIRE AN ON -SITE DEMOLITION
\ �' \`' V V A �., A 7 \ \"T - \ LANDFILL PERMIT FROM THE ZONING ADMINISTRATOR.
\11 �. C
\ _ 1")/
\ ,,<; ;, .; ;, 1 \ \ 4. ANY GRADING BEYOND THE LIMITS OF CONSTRUCTION SHOWN
/ \ �� 1 RIVE
\,,. \ \ PRIVATE D ]'W f _:: , . € ', �O � , \ \ \ \ \ \ ON THIS PLAN IS SUBJECT TO A FINE.
_ A
PROPERTY LINE V.) , \ _ \ \
\ \
„ 5. GRADING 1 ACRE OR MORE WITHOUT AN APPROVED EROSION
- ` \
:, `c?., �; „ I 717 v.., ,,i�f',.- cn,,1 ,,,;;, „� ,,,,�- ,,,,,� - ,._ ,r,r;\ °� U; c, tn;, >c'7 1 �(,�f i,;r cs , \
\.
// ri,,; fir, ....I ,;,,c \,, \' \,,,,, \ I , CONTROL PLAN IS A VIOLATION AND SUBJECT TO A FINE.
1, I\ \ , I, \ \ \
\ ,c , .. , ,
„ , \ \ \,. „ ,,, „ \, \
/ \ \ \<,c, 41 \ U„c, ur c, it r - - ,'I" \ �, 6. ALL SLOPES MUST BE SEEDED AND MULCHED WITHIN 7
n w -C -C \
,., \ ,Q'I,'01,, ,,, I U
,., \
11 \ \ \ \ \ CALENDAR DAYS.
x,.. \
, \ , \s°'4 e°'4
�.,e4
11
\ \ A �,, LI�., ., n U„
! v\ \ v',�;7„ V \ 7. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT
ITT
7� 1
IT,
� , ./ou / \ , V o \ vi T , i IA 6/,.. \ iS, .A A
Wn U. ,, l ,;, '?I
", I I
< 1­
Q \ \ \ \\\ \ \ \ (") \ , \ \ I MAY BE REQUIRED BY THE EROSION CONTROL COORDINATOR.
I IT, „"
T \ \, (.,
\ \ \ "', V>; \
�= - �- \ 8. SLOPES SHALL BE GRADED NO STEEPER THAN 3.1. FILL SLOPES
„. „, \.
y.
\ _ \ \ \'
\ Q
11 \ \ \ L) ) - ,. T,, l \ \ I \ C GREATER THAN 10' REQUIRE ADEQUATE TERRACING. SLOPES
\ \ O \ y ♦ t1 GREATER THAN 3:1 SHALL RECEIVE MATTING.
0,„ \ \
\ \ Q "\ \ , \, I 9. ALL ELEVATIONS ARE IN REFERENCE TO THE SURVEYORS
;,. �,, , - \ \\ \ \ X / \ \ ♦ 5 ...... I \ \ - \ 'P BENCHMARK WHICH MUST BE VERIFIED BY THE GENERAL
\11 11�_< / \
I \ \ - SUB-DASTONE OUTLET 1A ��, \ \� V A\ \ ;" A I CONTRACTOR PRIOR TO GROUND BREAKING.
\ Q Q- \1\ �� V A ..,, \ I
V A EXISTING OUTFACE 0. 53 ACRES♦��' AV �,, ,. A � I 10. ALL EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE
I I ` - � - / \ \ 61 '� \ 73 t ` )'' \ \\ \ �� �(Si `, I WITH THE N.C. EROSION AND SEDIMENT CONTROL PLANNING
�..
♦ V A ��_ V AND DESIGN MANUAL.
�, I - ' � � �� � EXISTING UNDISTURBED DRAINAGE - �)" I
) / C ' PROP. 12" PVC PIPE FROM EXISTING \ \ \,'m' \ \ \ \ �� \, I I \
) , � �: AREA TO STORM ON PRESSON ROAD / \, I \ / 11. PERMANENT CUT AND FILL SLOPES PLACED ON A SUITABLE
�. � \ / OUTFALL TO EXISTING BMP \\))' i / I xN'\"" ""�"� 64,493 SF i \ ' \ C� ITT,
sa ) / ( \ / \ FOUNDATION SHOULD BE CONSTRUCTED AT 3.1 (HORIZONTAL
\ \
� " \ 1.50 ACRES \ \ \
11 \ 1 / \ / \ \ t \, \
y, \� \ \ l \ \ O/ �/ TO VERTICAL) OR FLATTER. PERMANENT SLOPES OF 3.1
"`\ �� \ \\ \ ) \ O G 7 \ SHOULD BE CONSTRUCTED WHERE MOWING IS DESIRABLE AND
,;, ♦ \ '„ '' ,<%% \;,\t \ O \ PROP. LIMITS OF
U DAYLIGHT
hJ / ) \ 78 LF OF \�)' \ \ \\ U \ \
/ , 12" PVC AT 532.00' ` ` I � \ \ \ \ �\ ,,., s \\\ \ \\ \ \ AS INDICATED. IF FILL MATERIAL IS BROUGHT ONTO THE
, -_\ �/\
\ , \ ,, \ 0 \ / DISTURBANCE �\
\ \ \ DI E TYP.) \ \ PROPERTY OR IF WASTE MATERIAL IS HAULED FROM THE
,,,. I I I /( � \ / I) �..,..... , \ \\\ ` ♦ \\ \ \ \\ '``'�,'';.,. \ \rt `;;, \' ``�. \ \ \ PROPERTY THEN THE CONTRACTOR SHALL DISCLOSE THE
I \
Q{ \ \ \\ \ \ ,ITT `(a,.),,, \, \ \ \ LOCATION OF ANY ON -SITE AND/OR OFF -SITE BORROW
�11/C PROP. HIGH HAZARD / J \ \ EXISTING UNDISTURBED \ J \ \ \
- \ \ PROP. SILT FENCE TYP. \ LOCATION AND/OR WASTE BURIAL LOCATION TO THE EROSION
SILT FENCE TYP. \ \ \ ` ♦ \ (TYP.) \ I V v v DRAINAGE AREA TO - A v A \ CONTROL INSPECTOR. BORROW AND WASTE SITES MUST HAVE
J .� v
�• I! F"'/> - , �\ \ EXISTING OUTFALL \ ,';); \
( ) / \
\ �. // / >. „ \ V \ c' \
I �' � V / / \ / /V A ELEV 5328 ., ° - - �y \ V\ 27,684 SF ♦ V Q A \i, V A \ V APPROVE EROSION CONTROL PLAN.
i - �....
PROP. SILT FENCE L U A \
�, I �',, - - / v v A 0.635 ACRES \ \ 7,, AA v `), v \ \ 12. LIMITS OF CLEARING SHOWN ARE BASED ON CUT AND FILL
\ I °"\ \ \\ A,' v STONE OUTLET 1A (TYP.) €y \ 1 \\ \\ \\ J I \ I \ }., \\ �G, \ \ \ 1
I I.._ ..._. _.. - - ,,,..� wi �� n i ' �, eLEvs3oTs \l,l,. \ V/ \ ♦ .. ` \ \ '; A SLOPES OR OTHER GRADING REQUIREMENTS.
- - \l , '�,riiiVp,
`3 {'
�� _ „ r,I'l\ \
/ \ > I > \ \ \ '\ \ \ J \\ \113 CONTRACTOR SHALL INSTALL ALL EROSION CONTROL
\ / \ / / ' \ Mw / /�/ / �)� \ \\ \ \
\ - . ... ............ - \ \ \ \y
- - / / \ \ \ f MEASURES AS INDICATED PRIOR TO GRADING OPERATIONS
m,,,
\ ) - - - - \ // \ I \ I WITHOUT APPROVAL OF EROSION
I / / \/ \ \ \ CONTROL COORDINATOR
I� / - - \ - - \ ,t' O X l \ \' / �iT'� \ \\ (`(,,/1 \\ \\ \ \ DEVICE MAY BE REMOVED
NO
\ - / \/ J SUB-DA STONE OUTLET 1 B \ \ \ Q \ \ L/ (,\., \ \ \ \
,,J, �I:•. / // \ \ cc `. 14. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY WITH
Il,,,,,r I \ /' / \ / \ 20,569SF \\ \\\\ \ ,,, Y
II� \�,.. < - - EXISTING PERMANENT SEDIMENT BASIN / \ �r 0.472 ACRES ♦ \ \ \ \ a ('!'(°"l%f \ \ V A \ EXISTING CONTOURS.
11"I I 1 \ / \ \ \\ \ \\ \ \ \ \: \ \ \ \
\ REFER TO L.B.S. &ASSOCIATES UNION COUNTY I ` / / r / \\ \\\\ \ , ♦ \ I \ \ \ \ \ \ 15. ALL DISTANCES ARE HORIZONTAL GROUND.
I I 1 JAIL EROSION CONTROL PLAN, PROJECT NO. 91010, / / \ / \ 9 / I I \ \ :' \ \ \ \
- DATED OCT 12, 1992 ( o� / \ ( \ o j \ \ \ \ f,,, \' \ \ \ )p, \ \ \ \ \ 16. ANCHOR SILT FENCE WITH STONE ON TREE PROTECTION
PROP. SILT FENCE O
„„
PROP. INLET
ZONE
, :� ,,, ,,,, ,, ,, , , ,,.� I 4, \ \s \ S. DO NOT BURY.
I'll, ISTONE OUTLET 1 B (TYP.) ,, I I \ \ / \ / PROTECTION (TYP.) \
,, \ /\ i .. I \ \\
_ / ,. , ., _, \ \ \ ��;;) \ - �/ - ,'' � \ �\\ 17. REQUIRED FOR ALL INLETS LOCATED IN
\\ \,/_ \ � _,, I `INLET PROTECTION IS_ \
_ \ \ \
IT ,/ \ - I \ \ THE WORKING AREA
_ ; \ � „ „, „
\ I
- - \ \ Bs \ r' � \ 18. INLET PROTECTION IS REQUIRED FOR ALL PHASES OF THE
1 \ ��, D UNTIL THE DISTURBED AREA IS FULLY
\ A STABILIZED.
A A PROJECT AN
11
i _
1,1111111111
I - _M �� \
\ \ PROP. SILT FENCE11 / / 0_1 ©1 `" PROP. INLET \ , A \
ELEV 53825 \
v - ' � � STONE OUTLET 2 TYP. � I � <-Q \ po � - (;) � \ i 19. SEDIMENT TRAP AND BASIN SLOPES SHALL BE STABILIZED AND
V \ - ( ) I / �.<-QL \ _ - - ELEV 54,3 \ v A V PROTECTION (TYP.) \"o, \ / SEEDED IMMEDIATELY AFTER CONSTRUCTION.
'\m/ �- <-aJ - 1, V A
��F ,3 '} y A V v \ zo. �;; \ % - - - - - _ \ '' \4� A Ai A A \ CONTRACTOR TO REPLACE ALL STAGING AND STOCKPILE
„ 11I - - ELEV 5395 11 11 SUB DASTONE OUTLET 2 , � v� \ � 'O �I�
V / ),� ♦ " •A a. / V A AREAS TO PRE CONSTRUCTION CONDITIONS. PROVIDE PHOTO
\ / \ / 15,538 SF \ll" 73 OI II �_\ A DOCUMENTATION OF PRE -CONSTRUCTION CONDITION AT THESE
\ T / �,, ��3 0.357 ACRES V �� y '' ) `s A \ AREAS
i
(, /
11 p /
, D / / �� \\ / A 1 A CONSTRUCTION SEQUENCE
,\ �/ \ ; 1�Q / � \ I PROP. BAFFLES (TYP.) I
\ \ ���'�„ "` _ 1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM
��
\ - r /,,, - nr; cw _ ., / _ _� _ _� _ _\ ��� \A PROP. SKIMMER (TYP.) A NCDEQ.
/1/ �,. 1, vs(� FIT
'" (�V (T' - - � c �A,'\. *; A V \ � ' � \ \ \ \ DAYLIGHT 22 LF OF 6" 2. FLAG THE CONSTRUCTION LIMITS AND MARK ANY TREES,
II\� ��� /l/ \ "' <-Q1 \ J \ V A ���\ PVC AT 542.00' WETLANDS, OR EXISTING STRUCTURES NOTED TO REMAIN.
(/v
F I,IrN ,:a ,"�,\ \ \ ,..... �v. [.',., Y.. ... ( /,,, (:�,�i ..,.....T " W11 �.i ,.,. ...,S .. <-a < ELEV. 54].5 � - il,,'., ` TOP OF DAM. 5465 T\ \ \ \f...."I TOP OF DAM. 5465 \ /
I / i v 1 L/V Vr ,' _ _ LEV 5419 r /,,, 41 <- < Ql y y, A PROP. RIP RAP
I- v, --------- - (/)/ \, \ - (;,", ELEV 5475 /.. \ 3. SET UP AN ON -SITE PRE -CONSTRUCTION CONFERENCE WITH
� , / Ill U �,,, p„, r., % s y A \ \ - EROSION CONTROL INSPECTOR OF THE CITY ENGINEERING
/ � I - - r AI,v \ . SUB DA STONE OUTLET 3 \ % / V A 'EX
PROP. SILT FENCE \ Wo = 2.00
�, / 1 \ \ , \, \ I DEPARTMENT TO DISCUSS EROSION CONTROL MEASURES.
,;) - - - � STONE OUTLET 3 TYP.1/0 19,564 SFAl , ,' i \ �. \ W = 5.00' FAILURE TO SCHEDULE SUCH CONFERENCE 48 HOURS PRIOR TO
/ 1\, ( )
I'll I'll--------- 4,- 0.449ACRES �� W,,, i \
\ � I - - !- - I J ,\ \ EMERGENCY SPILLWAY: 545.00 1
- f '� ELEv. s400 � \
- ,,,.,, ANY LAND -DISTURBING ACTIVITY IS A VIOLATION OF THE CITY
---- __ DI -
\ I f \ - - - 11 V, i \ \ CODE AND IS SUBJECT TO FINE.
«, I - - - RIM: 537.84 - - �- \ i pr
\ �� \ \ \'1 \I PROP. SILT FENCE
\ / - - INV IN (POND): 537.5 DA 1 0 \TOP OEOAM s4s5� 4. INSTALL TEMPORARY CONSTRUCTION ENTRANCE.
I / / ( ) / STONE OUTLET (TYP.) I
,c " - - - - - - - I PROP. TEMPORARY DIVERSION ,4,6 \ \
/ - - - - INV OUT: 534.72 \ / \1 \ \ \
- - - ' \ DITCH TO STONE OUTLET 2 47,211 SF \ \ \) 5. INSTALL ALL TEMPORARY SILT FENCE, TREE PROTECTION, AND
I ,;,, / ,„p PROP. INLET f) \ / \ _ - 1 � \ PROP. TEMP CONSTRUCTION
I .\ .\ / \ I \ \> (TYP.) MAINTAIN POSITIVE \ PROP. TEMPORARY DIVERSION
i I \ ENTRANCE PER NCDEQ ANY OTHER TEMPORARY MEASURES AS DEEMED NECESSARY BY
11 PROTECTION (TYP.) DRAINAGE AT ALL TIMES. V;I> U, / DITCH TO SSB-2. MAINTAIN \ 1.08 ACRES \ \ TO OEOAM 5465 STANDARD DETAIL (TYP.) THE EROSION CONTROL INSPECTOR.
I , ), I I \ \ / i /\111\ � \ \ \ /� 4` / \ / / POSITIVE DRAINAGE FROM - _ _ \ \ ` I IIT
I I / / GPROP. 30 LF�OF 6" PVC 4 41 n-1 ' J` I 41 r, c,c / / ELEVATION 544.50 AT ALL TIMES. \
r' _ - ��� 9. BEGIN CLEARING, GRUBBING AND DEMOLITION OPERATIONS.
41 PROP. SKIMMER \ .,€ / - - V \ \ \ 43 /, ""�� v "`I"',� REMOVE ALL SURFACE SOIL CONTAINING HIGH AMOUNTS OF
_ (] <-Ol _= -QI \ \ A \ //� \
/ PROP. SKIMMER SEDIMENT BASIN SSB-1 y\ AIII ORGANIC MATTER AND STOCKPILE OR DISPOSE IT PROPERLY.
\ � EMERGENCY SPILLWAY: 534.00 I, I! PROP. BAFFLES (TYP.) ELEV 5419
��c�: I / I ELEV5445 DRAINAGE AREA: 1.08 AC ! \ PLACE TEMPORARY SEDIMENT CONTROL MEASURES BELOW
/ � \ \` - - ' \ \ SURFACE AREA REQUIRED: 1,487 SF \
\ � / \ I TOP OE DAM 5415 TOP OF DAM 5415� \ \' \ \ / - - '"r)) \ \ \ R5 / / JL.. "\ PROP. TEMPORARY 12" PVC PIPE BASIN AS NEEDED. CLEARING AND GRUBBING SHALL BE DONE
, ,
g u, r�TOPOEOAM 5415 / - - I SURFACE AREA PROVIDED: 3,989 SF AT 545.00 ' /
\ I ' / / / ITT
' �- OP OF s415 y \ - - _ I \ ( ) \ 0/' \ UNDER CONSTRUCTION ONLY IN AREAS WHERE EARTHWORK WILL BE PERFORMED AND
I 11EL so SUB-DA STONE OUTLET 7
I p sao \ \ ", / / ' VOLUME PROVIDED: 6,529 CF a65146\ ENTRANCE. REFER TO SHEET C5-01 ONLY IN AREAS WHERE CONSTRUCTION IS PLANNED TO
/ � / ,v \ v v \\ SIDE SLOPE: 3:1 6,148 SF _ - COMMENCE WITHIN 14 DAYS AFTER CLEARING AND GRUBBING.
(� FOR DETAILS
V 1, ��, m V 0.141 ACRES \
1/
\ \ y A � A A \ \ 10. ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF
l ;I � / / sTocKPILE V ;�o `�� \ DA 2 � � \ �
LOCATION 1 1 5490.21 S F v' `�,, A A \ Q�� �, - 6, \\ V A \ \ ROOTS, WOODY VEGETATION, ORGANIC MATTER, AND OTHER
" /,J.z,v,.,_( A \ / 1 1 A A v A� OBJECTIONABLE MATERIAL. PLACE THE FILL IN LIFTS NOT TO
�`�
ITT,, � � � / \ ) \ \ \ \ A PROP. TEMPORARY 12 PVC PIPE \
• \ ro UNDER CONSTRUCTION EXCEED 9 INCHES, AND MACHINE COMPACT IT. OVER FILLTHE
J % / / / / \ EMBANKMENT SIX INCHES TO ALLOW FOR SETTLEMENT.
2 5 i
\
J
1. k,.r � ,, , \\ \. \ / \\,, 540 6 gp,A / � " \ \. '\1\1
\ \
V y v � -- � \ ��� ,`' ENTRANCE.
v ,s
JIiv /"`' / \ 0 � \\ \� , // / 53g / \ \ \ \ \ h" \ O7 \ \ \ \ \ \ \ \\ 11. INSTALL SKIMMER SEDIMENT BASINS, CHECK DAMS AND
! \\� A �, / / \ \ A V A A V DIVERSION DITCHES.
\ , \
J 54 \
�� I \��� V\ �� �x
�� � v PROP. SKIMMER SEDIMENT BASIN SSB-2 \ \ \ \V �� 54Ta -j V A A \\ \ V 12. EARTHEN SPILLWAYS: INSTALL THE SPILLWAY IN UNDISTURBED
iI I \ \/ \ \ \� \ -DRAINAGE AREA. 2.65 AC A - - A A \ V A \ \ SOIL TO THE GREATEST EXTENT POSSIBLE. THE ACHIEVEMENT
\ \ \\ \ \ OF PLANNED ELEVATIONS, GRADE, DESIGN WIDTH, AND
NOTE: FUTURE ABOVE GROUND BMP SAND 0 / �j `, /\ \ / ` / - SURFACE AREA REQUIRED: 3,633 SF ) 1 - \. \ ;� \ \\ \ \ \ \ \ ENTRANCE & EXIT CHANNEL SLOPES ARE CRITICAL TO THE
FILTER TO ACT AS TEMPORARY SSB UPON yy�v \� \ �� v A�\v .a.- \ \ � 11 SURFACE AREA PROVIDED: 6,708 SF (AT 540.00) A \ A \ O \ \') \ \ A
STABILIZATION OF DRAINAGE AREA AND V ��\ \ v,, vv \ \ VOLUME PROVIDED: 11,381 CF / \ y,, A \ � I V A V A \ SUCCESSFUL OPERATION OF THE SPILLWAY. THE SPILLWAY
\ \ , , A SHOULD BE LINES WITH LAMINATED PLASTIC OR IMPERMEABLE
ACCEPTANCE BY ENGINEER OF RECORD AND A,, v �� �� / \ ��� SIDE SLOPE: 3:1 / a� - A -� V A \ \ GEOTEXTILE FABRIC. REFER TO NCDEQ E&SC DESIGN MANUAL,
NCDEQ INSPECTOR. SSB-4 TO BE BROUGHT
ONLINE AS SSB-3 IS MUCKED AND FILLED. / � \ \v\ \ \ �\ \ _ \ t`s I / I \ \ �\ \ \ \ \ SECTION 6TIO FOR FURTHER BASIN CONSTRUCTION
i p / ��� \ A v / \ A 11 / V A \ \ \ \ SPECIFICATIONS.
PROP. SKIMMER SEDIMENT BASIN SSB-4
DRAINAGE AREA (FINISHED GRADE): 5.29 AC ♦ \ � o \ - - - \ ll,_ \ \ � / \ y/ \ \
- - 11 � � � \ V A \ 13. CALL FOR ON -SITE INSPECTION BY EROSION CONTROL
SURFACE AREA REQUIRED: 5,357 SF / A - - A \ \ \,,� / T, A A V A \ INSPECTOR. WHEN APPROVED, INSPECTOR WILL ISSUE THE
I PROP. TEMPORARY DIVERSION I \ \ \ GRADING PERMIT AND CLEARING, GRUBBING AND DEMOLITION
SURFACE AREA PROVIDED: 15,485 SF (AT 537.00) �Q1 \ A BUILDING PAD
VOLUME PROVIDED: 74,272 CF 41 �_, ELEV 5396 p \ \ \ \ I �� FFE 549 � ' \ DITCH TO SSB-1 (TYP.) I I / \ \ \ \ \ \ MAY BEGIN.
o a $ v, MAINTAIN POSITIVE DRAINAGE / I \ I \ \ 14. GENERAL CONTRACTOR SHALL ENSURE THAT EROSION
SIDE SLOPE: 3:1 „\
I
4 \ W \"I'll" I / I � \ \ TO SSB AT ALL TIMES. \ � / � \ \ \
\ �. I CONTROL MEASURES ARE IN PLACE AND FUNCTIONING PRIOR TO
\ \ Q ,.
�� I i v 'III,�
\ \ \ (,.), , j V A I I \ \ GRUBBING AND GRADING OPERATIONS.
PROP. BAFFLES TYP. p \ \ \__ / 3 15. BEGIN MASS GRADING, INSTALLING ADDITIONAL EROSION
(TYP.) � \� / \ )OI rj) I I \ CONTROL MEASURES AS INDICATED, AS REQUIRED, AND AS
I j� � V A s4 , \ \ =4 \ \ V A � / 14 �'' \ DEEMED NECESSARY BY THE EROSION CONTROL INSPECTOR.
I � � PROP. BMP. SEE SHEET \ \ \ 5R V A � \ / � I � V I \
- - C3-04 FOR DETAILS V \ \ �� � \ \ 16. STABILIZATION IS THE BEST FORM OF EROSION CONTROL.
I I \ 11 - 1 \ \ sas o TEMPORARY SEEDING IS NECESSARY TO ACHIEVE EROSION
1 I � \v DIVERSION DITCH TEMPORARY v A \ v NOTE: DIVERSION \ \ \ v 11 � I I CONTROL ON LARGE DENUDED AREAS AND ESPECIALLY WHEN
\
- - p p p N BERM ALONG TOP OF - � � I I I I \ SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION
�"I"
I -) DITCH TO SSB-3 (TYP.) N \ \v_11 FILL SLOPE &SLOPE DRAINS MUST BE \ \ \ \ "`p � I \ SEQUENCE.
/ �� GRADE POND DOWN TO / MAINTAIN POSITIVE \ A \ INSTALLED AT THE END OF EACH WORK \ \ \ � 7 1 A \ \
I I'll,\ / I
/ � \ PROP. SKIMMER 530.85 TO TIE SKIMMER V DRAINAGE TO SSB AT \ A � DAY AS FILL PLACEMENT IS CONDUCTED \ \ � ',�O � A \ \ 17. NO DEVICE SHALL BE REMOVED UNTIL SITE IS STABILIZED AND
i \ v TO RISER ORIFICE / ALL TIMES. A
� ,-;,��> - \ � s, A I \ � I I \ \ WITH APPROVAL FROM EROSION CONTROL INSPECTOR.
V f I v' \" \v v\ \11"'~ - -_ PROP. TEMPORARY DIVERSION \ ELEvSso % BORROW PIT `) � `<''' I A \ \
�\ TIE 6" PVC TO RISER / V - - - DITCH TO SSB-3 TYP. V A � \ 18. UPON COMPLETION OF MASS GRADING, STABILIZATION OF
vy / J --_--- (TYP.) \ �;,," ;' LOCATION -� A
v � AT 531.75 �' 539 \ �' v � MAINTAIN TO ALRLATIMES. � \ 3 � � - I V A DRAINAGE AREAS, AND APPROVAL FROM EROSION CONTROL
\ \ \ „ PLUG 3" ORIFICE AT 535.10 2 h � / � U
EMERGENCY SPILLWAY: 538.35 / DA 3 V \ PROP. HIGH HAZARD / \ INSPECTOR, BEGIN MUCKING OUT AND FILLING SSB-3 TO
"c, UNTIL BMP IS ONLINE. DAM (TYP.)
CHECK y SILT FENCE (TYP.) / y A A \ FINISHED GRADE (PHASE III)
w, v PROP. RISER s34 v 202 112 SF \ \ _ -' A
)�
IT II�
RIM: 537.35 v`yv', s38 \ / ( ) A., - / 19. INSTALL TEMPORARY DIVERSION BERMS TO SSB-4 AS SITE IS
\ 24" INV OUT: 531.75 \ ELEV 5385�a� s34 „'?, / n \
\ PROP. SILT FENCE / c', \ BROUGHT TO FINISHED GRADE AND STORM DRAINAGE IS
V � s 53s \� w a \ p 4.64 ACRES - _ A \ � A INSTALLED (PHASE III).
s
\ s3 m o \ L \ \ ' / STONE OUTLET 5 (TYP.) I I
/ W N W \ '`� -- ELEV. 5480
� 11
\ A V �, / / v., � 548 \, <D Si \ \ V v / ,. I A A 20. ALL EROSION CONTROL DEVICES SHOULD BE MONITORED ONCE
vv, A -4 / % T/ - PROPERTY LINE 11 A WEEK AND AFTER EVERY STORM EVENT OF "' OR GREATER BY
yvv \ FOUND THEY
PROP. 6" SLOPE`.. _ 'Q
SHOULD BE REPAIRED AS SOON AS POSSIBLE
\ \ \ A CERTIFIED INSPECTOR. IF ANY FAILURES ARE
\ \ „1, v DRAINS (TYP.) ELEV5440 \ V / ITT � \ \
\ V - A \ s>, A \ 21. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED
�' ELEV'. 5381 ,,: /' - ,i
�� V \ \ / I \ AND MAINTAINED BY CONTRACTOR IN ACCORDANCE WITH THE
I \ ITI - - r I _ I ELEV 5371 / NOTE: SLOPE DRAINS AT TOP OF FILL C
\ y,, v f 11 \ A V / / I \ \ N.C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN
v. SLOPE MUST BE INSTALLED AT THE \ � I )
1. \ MANUAL, U.S. DEPT. OF AGRICULTURE, CITY OF CHARLOTTE,
,� END OF EACH WORK DAY AS FILL \ \ V A NOTE: EXISTING TOPO OUTSIDE PROPERTY \
EROSION CONTROL ORDINANCE, AND THE CHARLOTTE
\ - / PLACEMENT IS CONDUCTED. A '. O� \ BOUNDARY IMPORTED FROM GIS DATA
�� �� �� 11 V "" V �;`''' "" \ vv � MECKLENBURG LAND DEVELOPMENT STANDARDS.
\ 111.73 LF OF 24" RCP @ 0.58% V 53s V ELEV 547 E LQ� �� V \ \ \ \\
11",
Q 537 � A 547 -' \ I 22. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE
53s 53s \ - - 5R3 oy V A ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT
\ -, ,` 1 "` 6 63s - OFF -SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE
11 I „ o SUB-DA STONE OUTLET 4 10� sAd 5Q2 \ \ AFFECTED PROPERTY OWNERS.
>„F) 21.13 LF OF 24 RCP @ 0.50 /0 12,076 SF S ELEV 5455 s4e �� L \ \ / 11 I
" , ELEV 5465 I
11
.,, y 0.277 ACRES PROP. BAFFLES (TYP.) QS - <- <f5R y \ ITT I,,, \
� ... � %�/- - - - --��'�'' ! pRnp ClllnnnnFF? /NP <-Ql � ,,. ��O \ \ ` / I
EROSION CONTROL LEGEND
PROPERTY LINE
- -
LIMITS OF DISTURBANCE
LD
EX. 5' MAJOR CONTOUR
735
EX. V MINOR CONTOUR
736
PROP. 5' MAJOR CONTOUR
73
PROP. V MINOR CONTOUR 73
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
w
OVERALL DRAINAGE AREA �
� � �
SUB DRAINAGE AREA
.SOIL TYPES
11
1 " = 40' 4)
BdB2 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
CREECH 40 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.
LandDesign.
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
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v .�:
C-0653
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Project Number: 11 9„„„ ,6
Date: 01 / 18/2020
EROSION CONTROL
PLAN PHASE II
C2-01

\ \ II EROSION CONTROL NOTES.
\ \ \ \ \ ROBERT MATHIS TIMOTHY CHARLES�HUGGINS \ \ 1. CONTRACTOR TO PROVIDE AS MUCH SPACE AS POSSIBLE
\ \ \ \ \ \ �\ PID. 0905701 OD / / PID. 090570 C A�\ \ \V A AV BETWEEN TOE OF FILL SLOPE AND SILT FENCE.
\ \
\ 11 \ PIE. 5�347 PG. 628 / PIE: 1 1 72 PG. 647 \ � \ \ r- -�,r, x \ \ \ \ 2. PLEASE CONTACT NCDEQ TO ADVISE ON START DATE AND
V / y, V A', V� \ \ SCHEDULE PRE -CONSTRUCTION MEETING.
\ , �TOTAL DENUDED AREA:
\ �\ \ \ v / \",'� �'"v <� \ 3. ON -SITE BURIAL PITS REQUIRE AN ON -SITE DEMOLITION
\ V A \� ,. v v / A �..,. A V A ,;, - - \ LANDFILL PERMIT FROM THE ZONING ADMINISTRATOR.
v11
� � pp v, v �� �.. v 11.71 AC
.. \ t .. ( /i,t ... / it ..... ... (l �v- ' w \ , ,,.....,..
(.(, /� o° °+ \ ,�" \ 4. ANY GRADING BEYOND THE LIMITS OF CONSTRUCTION SHOWN
\ WvS PRIVATE DRIVE r J',(1{.. -tl"'fir' - INll I � \ \ \\ \ \ \ ON THIS PLAN IS SU BJ ECT TO A FIN E.
y _ _ _ _ _ - ,�,���� �i�_ \''\\
IIIIIIIIIIIIIIIIIIIIIIIIPROPERTY LINE i ,; , - V \ \ V A 5. GRADING 1 ACRE OR MORE WITHOUT AN APPROVED EROSION
c\ \ \
o?. \ o i, " \ \' ' \ 1 I CONTROL PLAN IS A VIOLATION AND SUBJECT TO A FINE.
<11�1, „ o, ouk fir' r,r, 1,
y ,.
„,
�,, A
,,:� ,,:� ,, i i i i i i w i i r,�, i /:i i (�r, i.,(,. ,,:� u,,., rv,;,., r ,::r, � ur:c, � Iu; ,,�, (x r`e,;,: A d�:,,,
\ \„(, n �r r, /)�,�� - _ A 6. ALL SLOPES MUST BE SEEDED AND MULCHED WITHIN 7
....... ...... .......... n ..::. A
„ty
r"r>. ,.. /1/ r ,l r, ......... ra lP`�; ..,. A G ... ic;C; /iCzt„ ... ... ..
,... ,.,w r`n ... �t ..,.... .a..�". .. „, ....... ..:::.:.. ......... ... ........ A. V A A I
...... .... ....... .. - S' \
......... ......... ...... ...m {' ......... ._.....
,.., ., ,....,, ., _...... U6,..- �1 .,, A ,w ,, ,:,,.�. °w 4,. k..... ,., ...... e t',±, a. 4w:'S� ...... �..... � �.,... ....... :::. ,
r r., 41 CI� .,,.... z `.cw„ < ._,......,.....r....., . � o : ..................._ s,, ` _.....�..., 1. w a W ,wr:+r r, r r d \ \ �X„ 6 CALENDAR DAYS.
( ,... li(r U ) �; �� ,...._...........,_ ', c , ..... .. w`„9 w:,°y.v.a w `t w. O w:: w:,.a W w::5 �:,. \ :>s�r) o , �.. �', ,� \ \ \
\ 1 uc;:r..- �.r' � " t .s::.;`, w,.", . 4 ,w, Q I'll ,, , ,, A �� C,'. ,,,� V I
u/,1 ) I V A `' % \ i;r` O \ , '°>" LI (--� (;/°� - \ V \(((, A \ V I 7. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT
Imo; l l(,i; . ( , ,, ''' .......... ........ '\, 'L (,!,,) �. I em s". { \ I \
) .- Q ....... ... s ... ........� \ (.,;"� , "\ \ \ \ I I MAY BE REQUIRED BY THE EROSION CONTROL COORDINATOR.
- \
) o, O \ < \ \
„ . \ \. \
- :' " " '" ' 8. SLOPES SHALL BE GRADED NO STEEPER THAN 3.1. FILL SLOPES
\ O \ ACING. SLOPES
°' " \ \ \
" " \\\ GREATER THAN 10 REQUIRE ADEQUATE TERRACING.
A I
GREATER THAN 3 1 SHALL RECEIVE MATTING " \
�......
�I \ O �'°o \ , ' ' \\ v \ \ 9. ALL ELEVATIONS ARE IN REFERENCE TO THE SURVEYORS
n.a 4' \ 5� s \ A \ - �`.
12 � '� \ \ ` 4, Q y <� ���/ I (°" \ V BENCHMARK WHICH MUST BE VERIFIED BY THE GENERAL
/�
\ \ \ �� � 1 \ , \ ,; °; V A � � � CONTRACTOR PRIOR TO GROUND BREAKING.
' I
11
\ / >� �+ \ � \ \ / I 10. ALL EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE
�'
/ A ) , \
�I \ V VjjjA I) �€ ( \ V A \ V / WITH THE N.C. EROSION AND SEDIMENT CONTROL PLANNING
,'Ili
'_1 Y \ 21 ` ), '
(� A i \ � Q r V A VV, A V A AND DESIGN MANUAL.
/ ( \ \ � 4 , (',,: A\ V 11 A
/ ZZ > \ 7 W aM / , V �;� �/�
l �/ ) � V / \ \ � �"" � / � �o�o��o���m'o�o�� � 11 TAL
- 1 \ ) ( ."o),111111111 1\ ,
-� \ ✓; � PERMANENT CUT AND FILL SLOPES PLACED ON A SUITABLE
O� ) / %( \ / A ( FOUNDATION SHOULD BE CONSTRUCTED AT 3:1 (HORIZON
\ \
� \ \ \ p \ \ \ \ TO VERTICAL) OR FLATTER. PERMANENT SLOPES OF 3:1
5 \� ' \""" ` "( \ \ O \ 'Ao O \ \ SHOULD BE CONSTRUCTED WHERE MOWING IS DESIRABLE AND
�? v \
�/ ( �(� "` \ A" \ \ \ \ \ AS INDICATED. IF FILL MATERIAL IS BROUGHT ONTO THE
," v
�� r,., S y, A \ \
\ r.� 7 \ >' V A / A � \ V A V A PROPERTY OR IF WASTE MATERIAL IS HAULED FROM THE
���
� \ C <;V \ V A , \ �) �\ \ V A A A PROPERTY THEN THE CONTRACTOR SHALL DISCLOSE THE
\�
LOCATION OF ANY ON -SITE AND/OR OFF -SITE BORROW
( \ ��111V / ) \ A \ \ ) ' \V A V A LOCATION AND/OR WASTE BURIAL LOCATION TO THE EROSION
/(: \ \ `;r /� V V A \ ) \ \( w°(, \ V/ Vv ''+ V�` `� A A \ \ CONTROL INSPECTOR. BORROW AND WASTE SITES MUST HAVE
\ V "I A „� �'' \ APPROVE EROSION CONTROL PLAN.
��I'll// �,,`, _ // \ �.,�.�. \ L (\ A V '(' \,,.: PROP. LIMITS OF \V A
v \ 0, v\
1 , I _ / \ r DISTURBANCE (TYP.) V \ \ 12. LIMITS OF CLEARING SHOWN ARE BASED ON CUT AND FILL
W \ \.,
v �. \ A
/ \ O \ \ '' \ \ \ / \ SLOPES OR OTHER GRADING REQUIREMENTS
/ �' AV A A \ \ 13. CONTRACTOR SHALL INSTALL ALL EROSION CONTROL
- / m, (- \ \ ' \ \ ),, MEASURES AS INDICATED PRIOR TO GRADING OPERATIONS. NO
\ \ \ \ DEVICE MAY BE REMOVED WITHOUT APPROVAL OF EROSION
\ \ \ \ �{ \ \ \ CONTROL COORDINATOR.
i ,,.k, ( )) V A _.
\ f
O w, \ G' 14. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY WITH
1
�.
/ / �('• A EXISTING CONTOURS.
////// \ ( \ (,f,„lF \
\ \ \ \
T r,
�� �� EXISTING PERMANENT SEDIMEN SIN / \ , � � COO \� \ \ 15. ALL DISTANCES ARE HORIZONTAL GROUND.
� ^ "." �'r� �� V 4 *$ - c ) "'"' RDINATE FACILITY AND' \ \ \ \ \
REFER TO L.B.S. &ASSOCIATES UNION COUNTY Q�`�) 6 \ \
_ JAIL EROSION CONTROL PLAN, PROJECT NO. 91010, I - ' ` O ? \ " \11 ten\ ,� CONSTRUCTION ACCESS. \ \ \ \ \ \ \ \ 16. ANCHOR SILT FENCE WITH STONE ON TREE PROTECTION
C J ) I PROP. INLET „"",,,,"„ m "" \
it„) DATED OCT 12, 1992 \ / / \ ,"' (TYP.) _, N\ \,), \ \ \ \ \ ZONES. DO NOT BURY.
_ _ _ \ \ \ PROTECTION f x \\ \ \ \ \ 17. INLET PROTECTION IS REQUIRED FOR ALL INLETS LOCATED IN
OTEC N TYP. ""
_ _ ,.,, / 4 (� w,r , ( ROP T FENC \ \ THE WORKING AREA
,,,,"' " ,. , \
�I1 8 v P SIL E (TYP.)
- o ,
4 7) \ \ \
�'���' - � - - - ( \ I r,. ,. PROP. INLET I,
\ 1 \
,,, ,,,;,1p„, r - - _ _ �� (.� ks,+ �' '', V A 18. INLET PROTECTION IS REQUIRED FOR ALL PHASES OF THE � _ _ �, PROTECTION TYP. \
III_ _ _ ) _ _ _ ( ) ", v PROJECT AND UNTIL THE DISTURBED AREA IS FULLY
][ \ - (.. L�
;„ /.
d�a\� - A �.:,,`y �_ Q1� �',%",;, 'a \,," r w, K(�+ nf,,.V \ ( �V A STABILIZED.
/ � - - � (:f) / 41 �� , / 19. STABILIZED AND
v v I v
„'
°1 `�, I \ \ \ SEDIMENT TRAP AND BASIN SLOPES SHALL BE S
\ �) / \ �) \ / SEEDED IMMEDIATELY AFTER CONSTRUCTION.
,. `
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( �; \ "{`};,, f � � 1y om,,,www .::::uoow.wrmm000000000iww::::_ .::: o00000000 ) ° \
I \.. L c�, } �,"4 / _ - C.\/ i, ;. -- _ - 8 ;,1 I y` 1 \ \ \ / 20. CONTRACTOR TO REPLACE ALL STAGING AND STOCKPILE
:Y
/ "-- - E ! A \ ,,. \ \ AREAS TO PRE CONSTRUCTION CONDITIONS. PROVIDE PHOTO
I ....,_ ,
-_.
\+
�'
\ \
c> -` - _ / , NTATION OF PRE -CONSTRUCTION CONDITION AT THESE
�,�,
." ......,..., DOCUM
,„„ �\ I � \ \ E E
/ _ / -... (111 ��� �� r;, V AREAS
".
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.......... <;,-, I
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11
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y",,
`\ \�� A I CONSTRUCTION SEQUENCE
h"°" oft11_, I..... "11 " 1 GRADING/EROSION CONTROL PLAN APPROVAL FROM
i %(,t
\ �pM 1 > � ,,,. ,,,, 0 ,
\ ��a
\
, (n" 00 am � „" , , \\'� \ \\ \ \ NOCDEQ.G
/ a� ( v
VV
ca s; `' _�, , ) - 4 - am � 13,, "ow 090 , " \ \ 2. FLAG THE CONSTRUCTION LIMITS AND MARK ANY TREES,
MM^ \
pyp p t r.-;. ,,,
�,..,.� \."" - \ / WETLANDS, OR EXISTING STRUCTURES NOTED TO REMAIN.
`, _ (\,,, _ 491 \'�� \ \ \
1, - VV - (`� > �" / A 1 3. SET UP AN ON -SITE PRE -CONSTRUCTION CONFERENCE WITH
_ ,
k -
_ - ((r� _ „'" (;,/� y , f \N\",r'V �' \I ( EROSION CONTROL INSPECTOR OF THE CITY ENGINEERING
r ,� I of , �„" "� ,� v
i j C' .. , "`vG r' \ O \ • DEPARTMENT TO DISCUSS EROSION CONTROL MEASURES.
- - -
_ �; I MUCK OUT AND /( FAILURE TO SCHEDULE SUCH CONFERENCE 48 HOURS PRIOR TO
,;'' - _ - - - - - - - - - - - (I (/ \ �� - W W ;" / \�� FILL SKIMMER
/ ?-�' ANY LAND -DISTURBING ACTIVITY IS A VIOLATION OF THE CITY
- -
_ - - 1 �� \ ALTERNATE AREA
„'
r^ ," \ " SEDIMENT BASIN CODE AND IS SUBJECT TO FINE.
- _ ---- � r V �' A
�.
'll
� / „'
, ,,
I / - ����� 4. INSTALL TEMPORARY CONSTRUCTION ENTRANCE.
- ""
i Sr° „r
"ll�- - - - - ¢ I -" °� 12 ,, yp / _ , '�� � """ ',� A A'� /''0�/r I A 5. INSTALL ALL TEMPORARY SILT FENCE, TREE PROTECTION, AND
,I,1/
r
I( ' I - ' o-' � \ ANY OTHER TEMPORARY MEASURES AS DEEMED NECESSARY BY
/ U 11 / \h \ THE EROSION CONTROL INSPECTOR.
,�/ � \11 11
� wr
.t V\ \ / VA� \ 9. BEGIN CLEARING, GRUBBING AND DEMOLITION OPERATIONS.
f,
� ,' � G -CA-0-1 - (1-1-0-1 (1-1-a-1 -r (1-1-0-1f, 7„
c.4
1, ,,,"' ''` _ p �"",
"'" , \ \ \ REMOVE ALL SURFACE SOIL CONTAINING HIGH AMOUNTS OF
I „I \ ` 11 r `' \ " ,l ORGANIC MATTER AND STOCKPILE OR DISPOSE IT PROPERLY.
/ _ PROTECTION (TYP.) „"" \ "'" ��"�" r � \ � "I
", PROP. INLET saa ,, � `` PLACE TEMPORARY SEDIMENT CONTROL MEASURES BELOW
r`� \ p� v BASIN AS NEEDED. CLEARING AND GRUBBING SHALL BE DONE
r, 11�\
\ <\
( ,
ONLY IN AREAS WHERE EARTHWORK WILL BE PERFORMED AND
�; "` I / %�f) 0 \ �: (\ �� _a "".' \ �,;,, , ,,, ,",,,�„ / v'', ,/' �/ "" V A \ \ \' ONLY IN AREAS WHERE CONSTRUCTION IS PLANNED TO
/ I c>v ., I„" \ Q I VA o
f
I / / I �� I'll
� e \ COMMENCE WITHIN 14 DAYS AFTER CLEARING AND GRUBBING.
s(; / \ \ a,' „" """"11 \;;;;,)„"- \ ` \ \ 10. ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF
-,� / \ /. C r:y ,,, , y„" " 0 PROP. INLETt"��'"\ ROOTS WOODY VEGETATION ORGANIC MATTER AND OTHER
/ \ / MUCK OUT AND FILL \ �" , Y' -,,,,„ ,, " "1 PROTECTION (TYP.) OBJECTIONABLE MATERIAL. PLACE THE FILL IN LIFTS NOT TO
r,u, � 41 41 ""� Al „,✓°�"!,,, Ak\,. �\.. b \ \ \ \
/ \ "o ' SKIMMER SEDIMENT BASIN 5 ^ , f '" �.r \ EXCEED 9 INCHES, AND MACHINE COMPACT IT. OVER FILL THE
`vF l /{; / F' \ i TO ORIGINAL CONDITIONS 0 ^j ,00% (``' ,, \ \ \ \ EMBANKMENT SIX INCHES TO ALLOW FOR SETTLEMENT.
�� > 5 �,; " \ V A A \ \ \
"","
��( /� r 5 �� r ,,,.," ,�- A, A V A \ V 11. INSTALL SKIMMER SEDIMENT BASINS, CHECK DAMS AND
R �i =,
\ V DIVERSION DITCHES.
/ �. OO (44) A V A
�� r; ,
I „r''�,1� ), 111 ,✓," A �. v',;AC'r, �41 � ,ram A
\ft*,, ,,0­0 " PRO" , ' f` , v ran/r �+C P. INLET \ " `t _j V A \ \ 12. EARTHEN SPILLWAYS: INSTALL THE SPILLWAY IN UNDISTURBED
r
r" \ "\ �� \ 1 V / \ \ SOIL TO THE GREATEST EXTENT POSSIBLE. THE ACHIEVEMENT
' PROTEC
4., „ w /s
l / ' ` I \ � �y�jl f 11�\\ f,,,: ' TIO OF PLANNED ELEVATIONS, GRADE, DESIGN WIDTH, AND
",
N TYP.
0 ",r' „'
\ \
„" „%
tjj '', \ \'\:
` ` ' \ µ "" \ \ \ \ \ \ ENTRANCE &EXIT CHANNEL SLOPES ARE CRITICAL TO THE
/ / 0", C `
' \ «"p" " yy,,,.- / \ ,,, ''" , ' \ \ `" ' \ \ \ \ SUCCESSFUL OPERATION OF THE SPILLWAY. THE SPILLWAY
` r ). \ ", ' s,,, , \ \ \ SHOULD BE LINES WITH LAMINATED PLASTIC OR IMPERMEABLE
/ � '" „, ' ,�111, , / \ ,-''"',," ,,,,,,' ," ". " J \ \ \ \ GEOTEXTILE FABRIC. REFER TO NCDEQ E&SC DESIGN MANUAL
\ '" "
/ / �'" �, �'1)� , ti "y ', " '\ \ �,„ ","' a� / \ A \ \ SECTION 6.64.8 FOR FURTHER BASIN CONSTRUCTION
0 " , ", y,5 „ �,'"�\ „" „",,, {25 \ ", V A \ SPECIFICATIONS.
_ - T "< (31 l� � " �,, A
°o \
PROTECT PROP. „",�"� `', A r r
/ ;'" `, , " `"'"" ;', C)")''�', V A V A \ 13. CALL FOR ON -SITE INSPECTION BY EROSION CONTROL
"' \
6�' \ + A
i ....... �... c.,I :, „l _ TRENCH DRAIN TYP. , " 1
." �.......�.... -:'
„"- �U c ) \ ._, „,. v ", A \ INSPECTOR. WHEN APPROVED, INSPECTOR WILL ISSUE THE
�, \
) ��'' "���-""���� " �"'�"�� � i, %'""� �,, � GRADING PERMIT AND CLEARING, GRUBBING AND DEMOLITION
a� i .. .. .. �, ..,,,. ,, ;,, ,." \ A
a i \
�.....:� .....". I `,I4K, "� PROP INLET „' - � \ � \ \ MAY BEGIN.
I,/
r 41 , PROTECTION (TYP.) \ ,,, t
I, \ \
\ C.,, 1^� BUILDING
,, , w„
y ,„""` \ """ \ \ 14. GENERAL CONTRACTOR SHALL ENSURE THAT EROSION
.............. .............. \
I "
t .. " \ I ..... ..�.. IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII C....... ........]IIIIIIII IIIIIIIIIIIIIIIIIIIIII ..............]IIIIII , I ' ". Illlllllllllllllllllllllf .........11IIIII ti FFE 550 , r ., , S .c Illlllllllllllllllllllllllf .........11IIII w(,.,r,� .. "" I! ,. IIIIIIIIIIIIIII�IIIIIIf....... ........91IiI IIIII r ,
1, , ( C , CONTROL MEASURES ARE IN PLACE AND FUNCTIONING PRIOR TO
I
GRUBBING AND GRADING OPERATIONS.
PROP. INLET � (� /,.,1,
4 :: ,.
)ROTECTION TYP. I
Aj \ „y--- „,- \ „ " \ 15. BEGIN MASS GRADING, INSTALLING ADDITIONAL EROSION
\+ „" r \ , ,
\ \.
.... ,'„ + � CONTROL MEASURES AS INDICATED AS REQUIRED, AND AS
\ . _ 14
.SDCO
\, , ,, `' DEEMED NECESSARY BY THE EROSION CONTROL INSPECTOR.
.... ..... .... . i. �,,' ,,,r \
'\ , 11
.......„ \
', Y", \" \ (24) �++, \ ' I I I \ 16. STABILIZATION IS THE BEST FORM OF EROSION CONTROL.
PROP. BMP. SEE SHEET n „ , �. ,,,"
," \ " TEMPORARY SEEDING IS NECESSARY TO ACHIEVE EROSION
C3-04 FOR DETAILS - N "'"" ,"„,. \ ,,„",- \,Yry,,, ,ti ;`% CONTROL ON LARGE DENUDED AREAS AND ESPECIALLY WHEN
p..,,,, ,,,,,„, , ,
I NOTE: COORDINATE CLOSURE OF \ N w \ D O \ "INX
52 \ SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION
�"`
/ DCO - (449) �r,., \ 5R1 \ A I" � \ G r � 5
ON -SITE SSB WITH NCDEQ INSPECTOR. ,,-"'' , A SEQUENCE.
\ ;/ y y , V 55 �r �� \ \
"""
/ FUTURE ABOVE GROUND BMP SAND ;y� I,
\ FILTER TO ACT AS TEMPORARY SSB / �.:�,„ ,,�rSDCO - ,,,. �,� �o \ 17. NO DEVICE SHALL BE REMOVED UNTIL SITE IS STABILIZED AND
V ` ✓ S'+ ) ",;. ,, �, (, I /_ \ \ WITH APPROVAL FROM EROSION CONTROL INSPECTOR.
UPON STABILIZATION OF DRAINAGE � \ ` '" " 7,133 ""'"� I
II L-1.... \ , A
\ AREA AND ACCEPTANCE BY ENGINEER {, }....� ...� . �..., :-_I�.� .. o"-',` � .w• '�) `, -,,," "r/ \,,, �„ \\ 27 I I \ \
ow \ I �..., .�..� ...� '. .. �..... '�\ >1... ""'', -,' 1,,,,,r """ ( ) '„",,""' i'rr-"
ill b CO PROP. INLET R� „ / I I \ \ 18. UPON COMPLETION OF MASS GRADING, STABILIZATION OF
OF RECORD AND NCDEQ INSPECTORv, � r _ A� N � (TYP.)
\....,. \"" A �� PROTECTION TYP.""" \ / V DRAINAGE AREAS, AND APPROVAL FROM EROSION CONTROL
PROP. INLET �'-� �w, ;""' / INSPECTOR, BEGIN MUCKING OUT AND FILLING SSB-3 TO
� _ PROP. OUTLET a �; � I A FINISHED GRADE (PHASE III).
�� PROTECTION TYP. PROTECTION (TYP.) � �,r \t \ AV" � � � z �� \
c,
EMERGENCY SPILLWAY: 538.35 c ) `~ ,
" .� V / A
:1,/V V CO- ,,""„"" 19. INSTALL TEMPORARY DIVERSION BERMS TO SSB-4 AS SITE IS
CORE OUT 6" ORIFICE AT s3a v) „�: ," w�,, PROP. HIGH HAZARD \
s3j � +ram '�� (\ o° , u / <(' BROUGHT TO FINISHED GRADE AND STORM DRAINAGE IS
535.10 UPON INSTALLATION 53 , %CO _ \ ,� SILT FENCE (TYP.) �_...
OF UNDERDRAINS ) s 53s \ \ " \r f~ ( „",,, x '......... INSTALLED (PHASE III).
.. \
\ �''" \ s� / \;; \ 20. ALL EROSION CONTROL DEVICES SHOULD BE MONITORED ONCE
�° „"
„"
r
\ PROP. INLET "n� \ / \ �„
C,f / A WEEK AND AFTER EVERY STORM EVENT OF OR GREATER BY
V PROTECTION (TYP.)••,• .","' �' PROPERTY LINE \ A CERTIFIED INSPECTOR. IF ANY FAILURES ARE FOUND THEY
` ""' :: _ ///\ \ s„", SHOULD BE REPAIRED AS SOON AS POSSIBLE.
3 -I-__ .... �.-.y : .....� ..... F PROP. INLET \\ \, - (", \\
„"' ''
.... . .... .
.... ....
1 ' PROTECTION (TYP. (7) - ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED
„'
_ „- ..
.... COORDINATE CLOSURE OF SSB 3 WITH NCDEQ
......
SSB 3 FILL INSET
,,,,,
INSPECTOR AND ENGINEER OF RECORD UPON
\ ,�� AND MAINTAINED BY CONTRACTOR IN ACCORDANCE WITH THE
\... . ... . .... �... 7
N.C.N C EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN
:" /
... �
....... I r ­ -
,
\ \ A- „", „", MANUAL U S DEPT OF AGRICULTURE CITY OF CHARLOTTE
S - (420 •• \ y \ I, \11 INSTALLATION OF SSB-4 &STABILIZATION OF EROSION CONTROL ORDINANCE, AND THE CHARLOTTE
" / MECKLENBURG LAND DEVELOPMENT STANDARDS.
oS,m) ,, ' DRAINAGE AREA TO FINISHED GRADE. DIVERT
N p PROP. CUR~
3)3) ➢ (T P
v
c; H - (4 7) ," V / I \ n , BAND �6\ / Cry DRAINAGE AROUND BASIN AS IT IS BROUGHT11,
22. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE
„", „ ,„ "" ELEV: 538.0 "
t" GUTTER (TYP.) '
ADJACENT PROPERTIES WHEN FIELD CONDITIONS WARRANT
/ ( PROP. CURB AND \ ,,"\ \ OFFLINE. SEE THIS SHEET FOR DETAILS.\ f,. ' OFF -SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE
„ \ \ '•,. \ QI I❑ nA/ TnKIF- I ITI FT A / I GUTTER (TYP_) .... . --....... ...�...\ I I V I 1 �C.\ „",,:.,,"„'' _ : ,' FRR �f/` -1_ .. „
i v II - AFFECTED PROPERTY OWNERS.
EROSION CONTROL LEGEND
PROPERTY LINE
- -
LIMITS OF DISTURBANCE
Lp
EX. 5' MAJOR CONTOUR
735
EX. V MINOR CONTOUR
736
PROP. 5' MAJOR CONTOUR
73
PROP. V MINOR CONTOUR 73
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
w
OVERALL DRAINAGE AREA �
� � �
SUB DRAINAGE AREA
� ­_ __ "' - "I'' I'll" - ­ I \__ <-a1
<_al +-I
PROP. TEMPORARY DIVERSION DITCH
' TO REMAIN DURING FILL OF SSB-3 TO111,
PROP. ROCK CHECK ACCOUNT FOR DRAINAGE BYPASSING LD�D�-D- LD
NOTE: EXISTING TOPO OUTSIDE PROPERTY DAM (TYP.) PROPOSED STORM INLETS (TYP.) I'll
SOIL TYPES11
BOUNDARY IMPORTED FROM GIS DATA
� I L IIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIII i
BdB2 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)
1 " = 40' 4)
0 20 40 80
CREECH 40 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]Design.
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
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Project Number: """ ,(
Date: 01 / 18/2020
EROSION CONTROL
PLAN PHASE III
C2-02

565 565
560 L I 1 I i I 1 I iL 1 I I I I I I I I I I I I I I I L I i I I I I I I I 1 560 1
STORM LINE "STORM B"
H -1 "=40'
V.1 "=4'
STORM LINE "STORM A"
H -1 "=40'
V.1 "=4'
560 560
STORM LINE "STORM C"
H -1 "=40'
V.1 "=4'
CREECH 40 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]Design.
223 NORTH GRAHAM STREET
CHARLOTTE NC 28202
704.333.0325
WVWV.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
C-0653
SEAL
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Project Number: ,6
Date: 01 /18/2020
STORMWATER
PROFILES
C3-03

STORM LINE "STORM D"
H -1 "=40'
V.1 "=4'
CREECH 40 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]Design.
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WVWV.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
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Project Number: ,6
Date: 01 /18/2020
STORMWATER
PROFILES
C3-04

\ \
I�'\I (II :III 1f I0/1118k1I II 0 S \��': 1�IL`I II 01Jlk[',� ['_' II U("'I' ;,1,II` S V A A
III ) C)�1\570 1 \II: IIII1) ���)0 rr01 ��C \ \\
\ \11 II 534 rr II`�'(y 6H"�:°1, I'PII:;, 1 1 \rr II �M,. (,\ \ � \, \
�v v
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\ \ ,,, \
'\
PRIVATE DRIVE - - _ _ _ cJ )fy_ . d."�r) )r v �, v
-", » o
\f EX. SSMH 30169 PROPERTY LINE OHE ) EX. SSMH - 30168 - _ \ \
TIE TO EX SSMH - 30170 \
541.07 — _ _ ll
N: 450809, 051 — _ _ _ V.) _, , I, L `. n',I , . \ \ t, C
SSMH ` ` 551 28 r, ,r ,'
— --�,77,),77,�,_T--}___-- ----- E:1560666.328 -- \ r'r\ Q1
r, \ \ri' �l�
N.450630,026
t
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..„.. ......I , , , ,.. ,, .�dJ" ,.:
,,.I: I ,:.L ,: I ,: I ,: I , , ,: I ,: I ,: I ,: I \ ��,, L . ,, � ,,, ," .,., u,,, ' , ,, �,,, r, c, (;:r
/Ir<",, JJ /U c i:,E 1560662223 \ Ur r, f r,c;." EX. WATER VALVE
SSMH r,`:,; x,c; , ,,, ,. 10+d— OHE \ n
k✓,— ".' ,
�} cr;1dD— b 4 —
525.02 x 7 �0 ....... . +... ". .. y .:.... 4%S 554,82 \ .,." , ........ .-{J.I ,r .. ',r,w...........� ..___-_-"'�"."T.5�:as'.r ,,.'......'";.s° ".s "1"- °%"` ,. TT.. ,Y, ,,,,,� . ;:. - \
11
N.450476,733 _. 4... 5":.,5 ��S N.450902.2014y \
„r,r, ""'`' E: \60650 963 ✓ o \ \ PROP. UNDERGROUND DUCT BANK (TYP.) I o —SSMH E:1\o669.465
,, 11 I 11 —__ __---___— _ ,,,,,\ ,,,ry \
Wl C ........ 'n ....._. r„ ,,........ ({ / �,,,,,✓ k., —tX — _ _ — — — \ \ _ _ _ — — — — — r 548,39 L...,, l(\` \ ;/ \ \ \
'" _ O ., f� N:450887,512 \ ,." qu, \ .
0
�.
, , �:: „ .. a 1 68L851 ,,. EX. SSMH 30171 / ,. „ , . „ . „ . , , , . E. \o SSMH I
— — — r,„^ x / / \
l — 11 V`J \
N\50897 539 `7 11,11,
I — ` �0�, ` `T ��
�.r"" / s �:�� \ �� Y \ �O \ Ga
A A\ "�� O O
"" A� EX. 30' SANITARY SEWER EASEMENT �� G�
+0�
m... I I PROP SSMH 1 \ Gy10
D,I� O _ PROP SSMH (2) y,,. A
/ _ V \ �� AS BULT, H&SR OIB #�30831T033 �\ y \ moo; \
s.
— — — — — , . % ___ _ S \,� \\ r DATE: JU E 2015 ',,. \.;. iy f �1\ �G� ��� ��1, \\
— — _ V A _ y \ \ �,�' \V A \ r� �'�� \,,,, A
� � � \ .,, \
• 1 " \
r,,,A,,,,,,,,A�,,,,,,,,,,,,,,,, 10� V ", \
� � WATERLINE SHUTDOWN STANDARD NOTES. -1 , v� v ��, H,Ha �r (��) v �w , vv v 5 ,, v
t A \ ) is \ % \ `� \
1. PROPOSED WATERLINE SHALL BE FULLY INSTALLED, TESTED AND APPROVED BY UCPW \ 143
\ ? r I; � A\
\ BEFORE CONNECTIONS TO THE EXISTING WATERLINE CAN BE MADE. A 1") \ \ %\\\11
'I �� °� \� U) v ' �\ y\ \\ \°, A
�I I 2. THE CONTRACTOR SHALL HAVE ALL NECESSARY PERSONNEL, EQUIPMENT, AND )� I �\a�o_
BI PROP SSM 3 O �� �� \
O � V\ �o. , Cp
MATERIALS ON SITE BEFORE UCPWWILL SHUT DOWN THE EXISTING WATERLINE TO \
MAKE THE CONNECTION. ��(IS A O A
SIB ' \\ \ �j
I I I' 3. UCPW PERSONNEL WILL OPERATE ALL THE VALVES DURING THE SHUTDOWN PERIOD. \\ \ 7 � \ A \ C\ \\V \ �, �0 r, A
4. UCPW REQUIRES A MINIMUM NOTIFICATION OF 10 BUSINESS DAY PRIOR TO \ \V A\ \€ ��� �� 0 \V \
I � SCHEDULING OF ANY WATERLINE SHUTDOWN. UCPW WILL NEED TO APPROVE DAY AND \, \ �\ s,.,:,?K � A , .€ ) \\\ �0 6 \ \\
TIME OF \
COUNTY SHERIDFOFS DEPARTMENT TO MINIMIZE IMPACT TO THE COUNTY JAIL.0 A \\ \\ ` \\ �� \ \ \\\\ �( \
1 .,
5. THE SHUTDOWN TO BE DONE DURING THE NIGHT AND COORDINATED WITH THE UNION \ \ 4,
\ \'
�� �� V \ a PROP.20'SANITARY I A VV \,', 1 \\
V ���� CONSTRUCTION SEQUENCE 3/ \ \ . V\\,,,
A)" SEWER EASEMENT ) A \ "` ��� �� PROP. STOP SIGN r
\ ) \
1�1_ """,""\
\
��� ����'' V A A\ �� r "" \ TAP TO EXISTING WM
\ 1. THE CONTRACTOR SHALL INSTALL ALL NECESSARY PROPOSED WATERLINE \ i\ \ \ )) `'" �'r \ 8" X 8" TAPPING SLEEVE AND 8" G.V.
I',;J INFRASTRUCTURE. O
\ MEULLER H-615 OR APPROVED EQUAL.
J I ,I 2. THE CONTRACTOR SHALL PERFORM ALL NECESSARY TESTS AND ACQUIRE UCPW \ \\ a.y \ 1.) \ \ \ \ TAP TO BE MADE BY DEVELOPER.,
\ PROP SSMH-(4) \ \
APPROVAL FOR THE PROPOSED INFRASTRUCTURE11" I. \ \ PROP. RELOCATED \ /
3. THE CONTRACTOR SHALL SCHEDULE WATERLINE SHUTDOWN WITH UCPWA MINIMUM PROP. 20' UNDERGROUND \ \ \ \ ) \ FIRE HYDRANT \\ \ 6\�'�\
\ \ ) t\ r �( , A, \
"�'" OF 10 BUSINESS DAYS PRIOR TO THE DESIRED SHUTDOWN DATE. POWER EASEMENT �'�A ) \ , r�x �� ��? �,A 'A�,:, a /% �
II'.p.,,, 4. IF ALL REQUIREMENTS HAVE BEEN MET, UCPW PERSONNEL WILL OPERATE THE \ \ `) , , sS EX STORM TO REMAIN. / C�\ \ �'�Jr, \
\ l
s , r.
r
J"f VALVES FOR THE SHUTDOWN. `, A \ r'� I o I \� m, O \V L� \ ( )
"�",,) , T EX. GAS LINE TYP.
PUBLIC WATER MAIN SUMMARY:
SIZE
MATERIAL
LENGTH
TOTAL
8" (PUBLIC)
DIP
420 LF
420 LF
4" (PUBLIC)
DIP
5 LF
5 LF
2" (PUBLIC)
BRASS
16 LF
16 LF
441 LF
PUBLIC SANITARY SEWER SUMMARY:
MANHOLES 7 EACH
SIZE
MATERIAL
LENGTH
TOTAL
8"
SDR 26
325 LF
325 LF
8"
SDR 35
434 LF
434 LF
759 LF
PRIVATE WATER MAIN SUMMARY:
SIZE
MATERIAL
LENGTH
TOTAL
6" (FIRE)
DIP
403 LF
403 LF
" (DOMESTIC)
BRASS
401 LF
401 LF
4" (FIRE)
DIP
374 LF
374 LF
2" (IRRIG.)
BRASS
30 LF
30 LF
1,208 LF
ESTIMATED SEWER FLOWS:
10199l7� �e1,17 LTAil,Xi]'1��69:IIaI
550 EMPLOYEES' 25 GPD= 13,750 GPD
TOTAL ESTIMATED DEMAND: 13,750 GPD
NATURE OF WASTEWATER: DOMESTIC
ESTIMATED WATER FLOWS:
AVERAGE WATER USAGE: 550 EMPLOYEES' 25 GPD= 13,750 GPD
TOTAL DOMESTIC WATER FIXTURE UNITS: 419 UNITS
PEAK DEMAND: 130 GPM
REQUESTED WATER METERS:
\ I E, / �\ r';,, (1) 2" DOMESTIC METER
5. CONTRACTOR SHALL MAKE ALL NECESSARY CONNECTION TO THE EXISTING , ",", „ \ \ s r 4 L
\ \ r' \\\ \
\ \ ` , ,,. \;> ( �a)I, / 9 ;2, \ (1) 1.5" IRRIGATION METER
WATERLINE AND RECONNECT ALL SERVICES TO THE RELOCATED WATERLINE. „ , \ " r„ f\ JY€, DI
\ =" / 1 6" FIRE LINE WITH RPDA
\, \
t rr CROSS SECTI I „ r €>t, \ )
\,,, \ ,,, 2 „, r,llls ',,} A_A r` s(�IiV / N.4512\\ 405 "` 2% UGG GV \ �1111111111_ 6. ONCE ALL CONNECTION HAVE BEEN MADE UCPW WILL OPEN THE VALVE TO RESTORE \ \ r \ \! \. \ / , , ,,, GENERAL NOTES:
V A Y s) I , V, V ,,,,, ra,, E. 560933.630 546.33 f d v\\ SERVICE. ff �, �,�" \ \ \ v,A� ;€�
\, 4 , �` < / r, A N:451281.863 \
� +a� - \ ' t r \ A J�\ tr / r r
7 NTISTING MAIN. ERLINE TO BE ABANDONED BY REMOVAL OR INJECT FLOW ABLE FILL \ \ PIPE CROSSING ELEVATIONS ), , f" , \ °` E:156o993.955
I ,
O THE
TTL
�\III \ \ \ O} ,.I,J ) r \, / EXISTING GAS VALVE TYP WV \ 1. REFER TO NCDEQ DESIGN MANUAL (WATER AND SEWER POLICIES,
\ \ i ° �� ��� \ 545.55 \ PROCEDURES, STANDARDS, AND SPECIFICATIONS). FOR ALL NECESSARY
\ r
\ V A, \\ 00 \ FFE: 547.25 4,, ,, , Y ( )� \ „ N:451287.331 A D METER DETAILS, MATERIALS, AND SPECIFICATIONS.
,,. ,I. , A \ y " EX. WATER TAP AN
,} C,-r \ F� o000000, BOTTOM OF GAS LINE. 543.96 r, 2 ! € E 1561001.693 2. REFER TO UNION COUNTY SPECIFICATIONS, UNION COUNTY WATER &
'11,\ �" \ �` \ \ ",., zfo, \ r,r„.: )) / \.:,,.>,." ` TO BE REMOVED.
? Pr ''i D
V TOP OF WATE}) f/ �� EXISTING WATER y A SEWER EXTENSION POLICY AND UNION COUNTY WATER &SEWER
A A \ v`.,\
\ \ \ r`:;;r;; If,r ,f 1 R LINE. 542.00 1)'I�> ES TO
I'll\,. ,"\ y � N"V,, , .rt,A,,, ,, a.r A)1,` A,'€iA;>",` ,;):,, "` / �t ,,:, VALVE TO REMAIN ;,,A, A
WATER MAIN AND VALVES
v , REMAIN ONLINE UNTIL EXTENSION ORDINANCE
' ' ` � ,. � > !"°""' A I \ PROP. 45' BEND WITH T, V\ ` ?�))w\ Ytl , -"%'r> �'" , PROP. 8" DIP CAP WM vyy r ' \'v, 3. VERIFICATION HAS BEEN MADE BY LANDDESIGN THAT EACH LOT IS
�€ \ \ \rrl)I'rd \" / /, s INSTALLATION OF NEW LINE CAPABLE OF HAVING GRAVITY SEWER SERVICE TO THE CENTER OF THE
t AND METER ARE TIED INTO
), WATER MAIN TYP. BEGIN ABANDONMENT r°�\\\O A THE BEND LOT AT THE FRONT SETBACK
54 LF RJ DRIP AFTER r(,!�fi„ / \ ) �. A
I I PROP SSMH- 5 v€.' r IN PLACE yr v
Y y� firA / � �'� A EXISTING LINE. 4. VERIFY ALL EXISTING UTILITY CONFLICT AREAS TO DETERMINE
\ EXISTING GAS �a:,,€ ,€", / , ,.
v , €J„1 a,� TIE PROPOSED 8" , "/ / SSMH° r , EES �`�\\ \ \ TOP/BOTTOM OF PIPE. IF ACTUAL ELEVATIONS ARE DIFFERENT FROM
fri\1,.. LINE TO REMAIN Df \ f "' 550.14 'Hs„ 1.,1 543.63 \ \;) THOSE SHOWN ON THIS PLAN, CONTACT THE ENGINEER (LANDDESIGN,
/, �.> r nr; A „,. DIP BACK EXISTING \ IY. 'I •';„ ~ / I",,, wv ,�wm, N:451275.733 \ a' A
/0 ',i,,, \ (�,1,>, ,� ,,Y,,,,eV;, " / N.451116.850 ��,�.,; , 547 12 INC. 704-333-0325 BEFORE COMMENCING WITH CONSTRUCTION.
v,, �,<; y',, �; PVC MAIN v h\." r f, ;; A. E:y51o1zo31 A A V )
\V A \r ,, / E.1551038.003 \ i, N.451255,855v, \ y,A
4 A \J, x - , 5� � \� AV \ \ 5. PVC PIPING SHALL BE INSTALLED WITH APPROVED COPPER TRACER
\ 1 � \ a�'p, U)\,,'" rl v C�IQ ;­\ E: E:1561016.136 0 WIRE.
i \;;t `% PROP. 8" WATER MAIN CONNECTION �,? `,€„ , /r' / F • � � \ - v TT A
V�,L „ � A ;V \ �O �� a`_, �_� \,., r \, O� V A 6. MAINTAIN 10 FEET HORIZONTAL SEPARATION BETWEEN WATER AND
a 8 X 8' TAPPING SLEEVE AND 8 G.V.-IV, — ,,,, , / / F ti� / \ £r,. EX. FIRE HYDRANT b� ,, A \r>
" `� TO BE RELOCATED ` A SEWER MAINS.
DI MEULLER H-615 OR APPROVED EQUAL. r A — — ./'� )' ,,, y / P r , A V \''
EXISTING GAS y ,," ` v \ 7. ALL TAPPING SLEEVE MATERIALS AND INSTALLATION TO BE DETERMINED
�{ /r,.• N:450641,297 TAP TO BE MADE BY DEVELOPER. I O V A .I r,, f.! LINE TO REMAIN yr. \y r�' \\ \ \ ` BY DEVELOPER.
536 35 \ V• U/'•'
\ — r ; MH / .ylr \ r ,",-° EX. 8 WATER LINE TYP.
p \ \ _ \•.�'. W — — , ': ,r !rw - \ r ?'� \\ ( ) 8. METERS WILL NOT BE SET IF WATER METER BOXES, SEWER CLEAN -OUTS,
E. 1 561014,090
I \ I — — \r W , ,y .550.55 ! w j), \\ r /,.
\'' / If r \ F N:451117.595 III r,ll I, \1 ` r- \ VALVE BOXES OR THEIR APPURTENANCES ARE DAMAGED OR
— \
\ �,: ; s,) v="r�;),-o, c CAP WM iar,rr y �III;� i, f m°�" \\:\ \ \S IMPROPERLY POSITIONED.
\ `'F "r E:1561050.834 r, \ \
45' BEND. \ \ \ \ \N„ ,`, ,-` w , € \: \ \ \ 9. DESIGN ENGINEER SHALL CONFIRM THAT WATER AND SEWER MAINS AS
EX. STORM TO REMAIN. I ��\ \ \/ PROP. FIRE HYDRANT END ABANDONMENT EX. 325 LF OF 8" )\ I � \ \ \
''�' ��,, IN PLACE : j l WELL AS SERVICE LINES, METER BOXES, FIRE HYDRANTS AND LATERALS
\\ J �� _ INSTALL PER UCPW :` ;,r / 1,+,11 ',l "yr)I<) \ \
PROP. RJDIP \ \ r,I DETAIL #3, REFER TO /rf i'r ' WATER MAIN TO BE r ( Nti , \ \\ WILL NOT BE IN CONFLICT WITH ANY PROPOSED UTILITY INSTALLATION,
\ \ vr,
V A 1,}', CAPPED & r i \\ , �W}
�� \
\ \ SHEET C5-04 \ t r } , A "
\ \ " LANDSCAPING Al DRIVEWAYS. ANY CONFLICTS SHALL BE ATTHE
\
{ SEE INSET THIS SHEET \ y }, ABANDONED IN PLACE \ \ \, \
'')",� �' DEVELOPER'S EXPENSE TO COORDINATE AND RESOLVE AND COULD
BOTTOM RIGHT CAP IRRIGATION FOR \ , \ RESULT IN DELAY OF WATER METERS BEING SET.
\ " ,
\ _ FUTURE CONNECTION BY , A \ 0 \ \' r,,>f �. �\„ \ \ `Ll"I 10. ANY CHANGES MADE TO THE PLANS FOR OTHER DISCIPLINES (STORM
'�' S37.84 °'= OTHERS \Ilwl},I�I�l1, wv),, \ 4)Cl � \ V y WATER, EROSION CONTROL, PLANTING & LANDSCAPING, ETC.) MUST BE
,r 1' ,; , \
r r,'r\j, \ i`'rr t,, \ \
\ } { \ SHOWN AND IDENTIFIED BY REVISION #AND CLOUDING. FAILURE TO DO
I E:15\076.456 / \\ PROP. FDC s k y III I{��J�� I)I ' / " 0, Jr 1 ( ,Y Y y , \ �_, `'..,, SO WILL DELAY THE APPROVAL OF THIS PROJECT.
�:;o �
00
/ '��� f;llll(L�w.�r}�l'iv If, , A �^, r,A� l/ � \ r€ Y\` A'"v V 11. RESIDUAL WATER PRESSURE WHICH EXCEEDS 100 PSI MAY REQUIRE
R I"
i
s
\ PRESSURE REDUCING VALVES ON EACH BUILDING SERVICE.
I , S �
11 ' PROP SSMH (7) "/" 4 x - / J 1; PROP SSMH (6) \r E'' 4; 1 I{:,�Sh f Irs };'\;' \, ;a, \\\,:
,, sS �f u� \ r ` ' \ ` � 12. NATURAL GAS METERING SHALL COMPLY WITH ALL REQUIREMENTS OF
I I i \„ "' /, �1n3/ J, J;J- V [ I6^ � p}fit ,l ? l �J� I,IfI.- \ 2f l jr's'"/,,•"' `,,',,.\�
GAS PROVIDER, AND INTERFACE TO THE BUILDING AUTOMATION SYSTEM.
/ f' E b!;€i III IlilJ I; \ 1\'nl' {, II ll,l ,,^.\ .<' \ \\;,,,_, �
�/ y, \ fl,,) ,,\ l,ur}Y IIII �I «: \ \,, 13. ROOF DRAIN LEADERS ABOVE GRADE SHALL BE GALVANIZED STEEL OR
/ ," /' / alfu,JL I � l;l\) ,>ll; `!IIIh."}I1'\�, h
III / /
, // r I I, ) I,,II J J?jI � — — — CAST IRON PIPING WITH NO -HUB OR BELL AND SPIGOT JOINTS WITH
/ / iI "Ill I� JIII 6 \ > \:)) r ,, \ \ ,,I .,/ 1 , ,
+I / / L.C\ / /yd� / ,, �s I JIIIII,,7 „I�l'' \€ �J '� {,{;Ilfp�l} COMPRESSION GASKETS. ALL ROOF DRAIN PIPING BELOW GRADE SHALL
\lls l; I4 \ '\ \l �{ llll "", f III,II,: BE HDPE.
/ / /" �> / � ` I4
„ /. �/ I \\ f. \;I„\ '1 l ';), �IIIt,IJI l,ll' IIILJ III 14. MANHOLES: MANHOLE FRAME, COVER, AND GRATE CASTINGS SHALL
,w " i ri IIJII III, I ,,ll! I Ill IIaI rCI
^ "r
I \. I
I I` ,
_.,, I Is II `) r �, �" 14
,'.. l f I I 1 INCLUDE THE NAME AND LOCATION OF THE MANUFACTURER. COVERS
f / i ,I , II I� l ' •" t r ,i r, < S,)" h\ \\ \ W:\Ys,I" ! JJI�I I �{ J {,I
/ ` �\ / (') I, ' \ SHALL HAVE CAST IDENTIFICATION MARKINGS OF "STORM DRAIN",
/ 2, ') �� )'` II I; 'jr'\ r �;'?, ,'. r
,I
/ C,7 \ \\ I IIII,)t IJ ,(II II¢I III
/ / j
1,, ) a'„"°'1 "/ i \ f `,' $i}I;d;, LII1 1 SANITARY, "STEAM" "ELECTRICAL" "TELEPHONE"' ETC. AS APPROPRIATE.
V I 1-1 / / ��1% 6, I ?�, I. PROPOSED SEWER CLEANOUT " €,I / � ij/ III II„1{1,1r,:IJwj III, JIl
�,�" / �i '�'� ,, )l.l r,I,III;,, (j�''';"' � 57, lj� r ,� €;-1;, r' \ ,rs'lIf )r r'Jl`r I I` ),�1J,1 s ,; MASONRY MANHOLES SHALL BE PARGE COATED INSIDE AND OUT.
/� NOTE: END OF UCPW "?"' a iA, s, I; 'I �(�, III �'° - l MANHOLES ARE CONSIDERED CONFINED SPACES AND APPROPRIATE
/ " /0 ��'�3 ,,.:ja11111�Yfll!,!},\„- <. )fJ; yr, I:, 2,�)t )�`� !1 Sri \ tT?,,ir$z+ I� �,,�,II I IIIIJI I� ...I
/ A MAINTENANCE �€ ,. \") "�- A yM,, e y,.., ,, }I)1i{I,I J I I } SAFETY MEASURES SHOULD BE TAKEN WHEN ENTERING THEM.
/ �i\ /c, ✓' „I; ,ply, ,; "_,;\„ v �,11
} �I
/ E� �� ; I�""�' ,',r r''`° °A`§' , ' ;.� r �h III IIII I I J { , 1. 15. DE -WATERING: THE CONTRACTOR SHALL AT ALL TIMES PROVIDE AND
, , .,. V �, ,e^ti,,"r4 °I'f I`hj,, AlT r ,. Y ( �jr( (rC'
/ „« / IIIIIF „ r€ ;Y II �3�„ \ "�I�1�l a, I MAINTAIN AMPLE MEANS AND EQUIPMENT WITH WHICH TO REMOVE AND
%4,.:2,,,1I� r A
y
y y/j'„
r , I. I a
/ I I k
,� i. \, , ,, 1 PROPERLY DISPOSE OF ANY AND ALL WATER ENTERING THE
1-1 F° "II �I�I' PROPOSED KNOX \ \ j.:; IIII,I IIIN�� ,IJI,IIII'
/ ") / '� \A 4�, \BOX LOCATION / ; ,\ \ TI'll III ,� Li Illl al I :1, EXCAVATION OR OTHER PARTS OF THE WORK AND KEEP ALL
/ "> /' Ste, E� I V, 1€'` M' "I� ),\, fr ( ) (VQ � f)`:`r I �{l���l }„I I]�y,1 f { -I I EXCAVATIONS DRY UNTIL SUCH TIME AS PIPE LAYING AND GRADING IS
/ /, �3 'f (' ,F`\I , 1 ""',,: ;r°°i`\ °" �L' 141V,1` w",/71i;'I ILtlllil COMPLETED AND STRUCTURES TO BE BUILT THEREIN ARE COMPELTED.
I II ,u:, v'a, "I , , t , ✓.,j r'1,6, 1 1T,L ° 6 A, , \ w 1
\ . I 0 ,H a i, l rl pup „" '"r, A 111 ,I 1\J�lll J"'I)JJ,JJljlw, NO WATER SHALL BE ALLOWED TO RISE AROUND THE PIPE IN
I d ' ) .,l1., do l,i,., A �,, Y; A " .,,,\ a :e L'aa� )
/ /, /, I �J fl I UNBACKFILLED TRENCHES NOR SHALL IT BE ALLOWED TO RISE OVER
3 ,�1) ,,, ���I'iU 1;. \ I rr �,`L ri, i ir�rrV,, { I„",IJ'IIJ�I) r �� ! ��� i
d
�„
MASONRY UNTIL THE CONCRETE OR MORTAR HAS SET MIN. 2 4 HOURS).
I I , " � `' ) I ;' r .. �,' , ",, r "f),;l ir1� U. r i('l,y,• ,, ,i `"Y/�Ib ,� ,., �Il ltll µw":) III f II.r.z�^ ( )
,�' �:,�r \r it €\. A, T \\, \ ,':� �II'^ ALL WATER UMPED OR DRAINED FROM THE WORK SHALL BE DISPOSED
�I I J„� I
II,
I
I
I II
I II
III
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i
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) \., �'� 1 1 I,�'\" ,,.....,.,, ., t ,,.:,.:,.,. ",, ;',. V
C)/ It, , , ), A .), ` J\\ I, ) \ A ...A\ PROP. 4" FIRE LINE
): < FROM FDC TO BUILDING
v � ��\ R
+ 0 (J ,�i.. (:J '' \. A
IIIIII
...... ...
.........IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII „ „ C....... ........]IIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIf ...............11IIIN INIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIf ...... ....�IIIIIIIIII Ne,
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\ L. 7 \ \, I: \ „ }a.r PROP. 3
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t I , ( ,, .., �' 1 I ,)g �,�. , {, J, CONDUIT TYP.
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11 , ,, /. �.
., + � \.. C,.. A �\ tw , I ,,,, ;,?✓o,J s„ A�,;r, ,r'I(1, J�,J I iI) I 1 ;. lli �, , ,;.,:,<
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tI
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,... Ir ". p f'1
C I I \ - b,)I \,, \ ^ s , s r, \ IJ,iI,i(11.41 I�hlll ll,,,II,J 1,krr\ ;,c; ��',
1;=, v\ \ it , :, A\.4" FDC FIRE LINE TO CONNECT TO FIRE RISER \r,' �, .G )a � "w I J,I I L �II\J �Irrll, v ,vv\y\,` `"�yrA,r
2 p \ ",,. `,, r ' I ^I� )IL I,I. i Il,,,l �lf', r M) ,.
I 11r r tf \ \ "" ROOM AND STUB UP V ABOVE FINISHED FLOOR '�` I'i,r, hht'I -" ��u ),,, \ \°1\,",
"i ,,. s r \ y\ 1Y, b'. „ r) �,IJ\,:I d;jj�illr' \\\ \r\,E/\L,
,)...00 t I A PROP. 3 E 'Y t14� ,,, - \ 'Y \ "I; p, ll ,,
\ \ 1 I,I "µw ` , I;,' COORDINATE WITH MEP ON T y),
IIIIIIIIIIIIIIIII� T. CONDUIT TYP. . ". ' 1, r
I r i`v I Iuw"J ;, , ",
III4 ( ) ;` , ``,\ �Us1C"L
/ \.\, �^JJ.LLII,)I JII('.' ',, r""r, j , �C \r � ,1 `� r,,
r ) \\ \, ` CONNECTIONS TO BUILDING.LLC,\ y'Y (,I.
o {j \ 3 \,,,,a ) I (,1,"..,; t ,C Y .,'., ,. , .., " ; , ., ., ;' \ ;:, ,. t:ll,!,ii `s,,, ;J' \\
).,) t) ,,. t: -, " , ,. , .\.. `\ r \ , .I,II,, w W 6 FIRE LINE TO CONNECT TO FIRE RISER ROOM
\ - (,...) f y „,t.,J.s ,I , ' ',, ;; \III 1 ,;rl'I Ij,_ \ AND STUB UP V ABOVE FINISHED FLOOR. Y"i, ,.
� 3 �, \ r",R, : . '
`I \ Vi ","I""""""",
IIUjA
CROSS-SECTION
A -A I
I
I
I '
I I
zo oo' rz" rz" zo" I
I r SHOULDER TRAVELLN TRAVEL LN SHOULDER
I
I _ _
00' 00' I
I I
I I
I EXISTING PRIVATE
DRIVE CONDITIONS I
* )\3y )� )) DA,,,,14 I;,
— \ �� ,1 \ , �.I I`,,,. P) °r.
I'l
,„� ,"
\ ) \'11U s PROP. GAS
PROP. TRANSFORMER V'%17 j A s;€: \), METER t , ' `
i ) v )
r r'- r Y
r 11�„r H
y
, VICE YARD \\,� rI41
\*_ , \G /
�` (€"7yI�
- A, IJC7�YL7111,�-' \ .,'IT \
11 �
" �'7 "' "'Immnll
PROP. 3" ) 1A I,II'I\ == PROP STORM. REFER TO
CONDUIT (TYP.) \ ��)'„I i�J[1) SHEET C3-00 FOR DETAILS.
.."-:;.
III "Y /
\ III{'"m I I� I v
4 iv )Il��
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\ IIII U ,t
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/
,,
v
/ / y� y� �;�/
/ II VII w 9 J S "i \I , 1: (✓ � Ik1 ,. II.J1
\ / PROP. 2" DOMESTIC LINE CONNECTION
___ / 4"X2"TEE
� PROP. 4" WATER LINE CONNECTION
___ / 8"X4"TEE
PROP. 6" FIRE LINE CONNECTION
8" G.V.
8" TO 6" REDUCER
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 #24B ON SHEET C5-05.
PROPERTY LINE
HELMS JAMES DONALD
PID: 09057011A
I J01IlMY
F OF IN SUCH A MANNER AS TO PREVENT SILTATION AND EROSION TO
r w�,IIv II ADJACENT PROPERTY OR OTHER CONSTRUCTION.
\. ,.� 16. ENGINEER TO CERTIFY DESIGN HAS BEEN VERIFIED BY GROUND SURVEY.
V^L �A)� ,' r "'17. CONTACT LANDDESIGN INC. AT 704-333-0325 IF ANY PIPE CROSSING
\ I VERIFICATION IS DIFFERENT THAN WHAT IS SPECIFIED ON THE PLAN.
r;,
BACKFLOW PREVENTION NOTES.
1
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
����� m\7
�v \ � - ,
� 2" BRASS � \ \\ 2" GV j �\ I
4" TO 2" REDUCER ` \ \ 2" BRASS \
\ 11 PROP. 2" COMPOUND WATER METER IN BELOW GROUND
\
` \ \ °'� VAULT INSTALLED PER UNION COUNTY REQUIREMENTS.
_*�_� \ REFER TO DETAIL #29 ON SHEET C5-05.
I\ \ "\ 4" RJDIP
2" GV
2" BRASS
I �
I I
I
II
I'
I'
/
L__ El
\ v \'IIIIY
PROP. 1.5" IRRIGATION WATER METER IN BELOW
GROUND VAULT INSTALLED PER UNION COUNTY
U, REQUIREMENTS. REFER TO DETAIL #29 ON SHEET
C5-05.
\ 1
' PROP. 1.5" REDUCED PRESSURE PRINCIPLE
' BACKFLOW PREVENTION ASSEMBLY INSTALLED ABOVE
/ <L�\ GROUND PER UNION COUNTY REQUIREMENTS. REFER
\ TO DETAIL #24A ON SHEET C5-05.
/ lik Nk \ I
1-1 \
/ PROP. 2" REDUCED PRESSURE BACKFLOW PREVENTION
ASSEMBLY INSTALLED ABOVE GROUND WITHIN
70 \ INSULATED ENCLOSURE PER UNION COUNTY
..> li ` REQUIREMENTS. ENCLOSURE DRAIN PORT(S) FOR
w ` \ DISCHARGE PER UNION COUNTY REQUIREMENTS.
\ REFER TO DETAIL #24B ON SHEET C5-05.
�1 \ PROP. 6" PIV
a`1 PROP. FDC
C9
/IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII .i
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 IT'S 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
Al C.D.O.T. WORK AREA TRAFFIC CONTROL HANDBOOK. (WATCH)
5. IF THE PROPOSED WATER MAIN IS INSTALLED WITHIN 12" IN AN
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. WATER METERS WILL NOT BE SET IF WATER METER BOXES, SEWER
CLEAN -OUTS, VALVE BOXES OR THEIR APPURTENANCES ARE
DAMAGED OR IMPROPERLY POSITIONED.
11. ONLY UCPW PERSONNEL WILL OPERATE THE ACTIVE VALVES WHICH
INCLUDE THE TAPPING SLEEVE.
12. AS REQUIRED BY NFPA 13 AND 24, THE SPRINKLER SYSTEM SHALL
TYPICALLY INCLUDE THE FOLLOWING:
12.1.AN ALARM CHECK VALVE WITH OUTSIDE WATER MOTOR GONG.
12.2.A POST INDICATOR VALVE LOCATED A MINIMUM 40 FEET FROM
BUILDING WALLS. PIV SHALL INCLUDE TAMPER SWITCHES OR
MONITORING DEVICES.
12.3.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 MAYBE LIABLE
FOR CLEANING ALL DOWNSTREAM SEWER MAIN AT UCPW
DISCRETION.
1 " = 40' 4)
0 20 40 80
CREECH li 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.
LandDesign.
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
��```�ES1G Are'% '
v ��,
C-0653
SEAL
1 ..
T C Agov,,\
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4 : _,"
= SEAL
033804
''- .-'''!VGINEE�'•;�,
16 Mar202'1',,/„D;,ll%\\" \
No.
Description
Date
1
OWNER COMMENTS
08/25/2020
2
SKETCH PLAN 2ND SUBMITTAL
8/26/2020
3
UCPW COMMENTS
11/13/2020
4
UCPW 2ND ROUND
12/08/2020
5
UCPW 3RD ROUND
12/22/2020
6
UCPW 4TH ROUND
01/15/2021
7
UCPW 5TH ROUND
02/09/2021
Project Number: 19-026
Date: 01 /18/2020
OVERALL
UTILITY PLAN
C4-00

565 565
CREECH 40 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.
J
si gn
560
560
LandDe
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
SSMH (7)
NC ENG. FIRM LICENSE # C-0658
O,�E SIG'''
C-0653
SEAL
v
Tk••.CAgo .,
525 -1 11 -1=�— 1 -IelI; 1 I I -I -I I _1 I i I- I 1 I I I I 1 1 1- -1 525
73.01 LF OF 8" SDR 26 @ 4.68%
LJ
520 520
EX. 8" PVC 17.42 LF OF 8" SDR 35 @ 0.50%
SEWER
515 1 1 i I I I I I i i I i I 1 1515
0+00
1+00
2+00
3+00
31
1 I,
5+00
6+00
7+00
SEWER LINE "SANITARY SEWER" 1" = 40' (HORIZONTAL) 1" = 4' (VERTICAL)
H:1 "=40'
V.111=41 0 20 40 80 0 2 4 8
�Yrb/s'' % % %✓ ���"ti"�� //� ��� ))�))� � �11 ,,- ` � �\ / / / ��\ �y, �/�,I'11 � � 1 �. .., i� III/ � y /� } �wy j � yxy`
j
/ l / tic �/, � ��+t �� � � � �u i / � / � ,�,�rr "� �` ,'• �� � �„ I" i� �l��a'�h� � �
: ILL]-7, /
�— � 97.34 LF S63° 08SDR � �@ 2J5 /o ""� � � — 136.66 LF OF
08' 30 68' 1/�/ 320 /o ���/ 110.26 LF OF 8" SDR 35 @ 2.68%
EDGE OF DRIVE �� f/ i '� %- \�., , ,. — — — — S63_08' 30 68 W
'a �� / / '. i'C PROP �s99 °r
SSMH (5) 1 y
,,
r
�— —
� )j
) jU
EX SSMH 30169 N2...) i
w
14,
i S
~.--------� ;J
PROP. 20/ i
UNDERGROUND/ POWERT EASEMEN
F
2 ✓ PROP SSMH-u7)
3 r DRAINAGE DITCH ADJACENT 53 �4.6 LF OF 6 SDR 35 SEWER LATERAL @ O b0% �
2-
TO PRIVATE DRIVE 2°
.. 0.00' �j �� / �. N66' 19' 38.60"W-
EDGE OF DRIVE �xx
PROP SANITARY
�__,� \ � � � SEWER CLEANOUT
Cl .� / PROP 2
f / .. 0' SANS �,,, NOTE: END OF UCPW
�1_. , / � ITARY �'m� V �� � � � �� / � � � � . _ MAINTENANCE
H'
2) SEWER EASEMENT
``^• y,t PROP SSMH-(
v a
1 4,
GGG
73.01 LF OF 8" SDR 26 @ 4.68 /o
SO4° 14' 33.99"W
f
A.
r° av
PROP SSMH-(1)
EX SSMH-30170
PLAN VIEW
1 " = 40'
0 20 40 80
8+00 8+50
SANITARY SEWER PIPE TABLE
DEPTH 3' - 10'
DEPTH 10' - 18'
DEPTH < 3' OR > 18'
SDR - 35
SDR - 26
SDR - DIP
SEAL
— l 033804
.N G � I N E E���'`:
�c • g
16 Mar 202'1'///„ D;,,\``\\
No.
Description
Date
1
OWNER COMMENTS
08/25/2020
2
UCPW COMMENTS
11/13/2020
3
UCPW 2ND ROUND
12/08/2020
4
UCPW 3RD ROUND
12/22/2020
Project Number: 19-026
Date: 01 /18/2020
SEWER PLAN &
PROFILE
C4-01

CREECH 40 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]Design.
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
...
C-0653
SEAL
ly '/�„ C,Ag
��
K CA,"p
t
�-
SEAL
- l 033804
N G IN EE
16 Mar 202'1`///,jD;,,t%\\\``��
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 11+50
SEWER LINE "EXISTING SANITARY SEWER"
H- 1 "_40' V = 40' (HORIZONTAL) V = 4' (VERTICAL)
V. 1 11_41 0 20 40 80 0 2 4 8
No.
Description
Date
1
OWNER COMMENTS
08/25/2020
2
UCPW COMMENTS
11/13/2020
3
UCPW 2ND ROUND
12/08/2020
4
UCPW 3RD ROUND
12/22/2020
Project Number: 19-026
Date: 01 /18/2020
SEWER PLAN &
PROFILE
C4-02
1 " = 40'
0 20 40 80

C5-01 i
4
C5-01
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
0
AUG. 25 -SEPT. 15 BLEND OF 50 /o KY-31 TALL
200 - 250 LB/ACRE
FESCUE AND 50% MIXTURE
OF TWO OR MORE TURF TYPE
TALLFESCUES
EROSION CONTROL NOTES
NOTE
STRUCTURAL STONE SHALL BE
(CLASS "B" STONE FOR EROSION
CONTROL PURPOSES.
SEDIMENT CONTROL STONE SHALL BE
NO.5 OR NO.57 STONE.
PLO v
SEDIMENT
CONTROL
STONE
SILT FENCE
SILT
l'-6" MIN. 3' MAX.
`-STRUCTURAL
STONE
CROSS SECTION
TONE OUTLET
GRASS -LINED CHANNELS, AVERAGE SOILS
AUG. 25 - OCT. TALL FESCUE 200 LB/ACRE OR
GRASS -LINED CHANNELS, DRY SOILS 4 - 5 LB/1000 SF
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 O
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 1. Uniformly grade a shallow depression approaching the inlet
FOr SGCUrIng the wire mesh hardware Cloth barriers, use Steel T posts. The postsSpace
Specifications
2. Drive 5-foot steel posts 2 feet into the ground surrounding the inlet.
posts evenly around the perimeter of the inlet, a maximum o1`4 feet
need to be 1.25 lb/linear ft steel with a minimum length of 5 feet. Make sure
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 %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 proj ect'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 ('/z inch or greater)
The top elevation of the structure must be at least 12 inches lower than the
rainfall event. Clear the mesh wire of any debris or other objects to provide
ground elevation downslope from the inlet. It is important that all storm
adequate flow for subsequent rains. Take care not to damage or undercut the
flows pass over the structure into the stolen 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 flow.
Soil excavated when constructing the sediment pool may be used for this
purpose (Figure 6.51 a).
4' max 19-guage hardware cloth
---------------
-------- - - - - --
- (a mesh openings)
3'
NCDOT #5 or #57
2'
washed stone
,
F rib W%A .
c?. 1 1
„ µ " t I
2'
'7 HARDWARE CLOTH & GRAVEL INLET PROTECTIO14DEQ6.51
C5-01 NOT TO SCALE
8' max. standard strength fabric with 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
wire tiess Plastic 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
m 4 m omen m upslope
min m ..-►'►
m
�u mm m w m fmm 81,
men min
24" a a m m en m
m m m m m en
w m ° m mmmw m
um amn m
m �m
Maintenance Inspect sediment fences at least once a week and after each rainfall. Make any
.
required repairs immediate)
q P Y
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. 'rake 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 i
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
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 10-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
swales. Ensure that the maximum height of the 'fence at a protected,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 SizeUse2-3 inch washed stone.
Dimensions of gravel pad
Thickness: 6 inches minima n
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.
2-3 "
coarse aggregate
Figure 6.06a Gravel entrance/exit keeps sediment from leaving the construction site (modified from Va SWCC).
5 S
C5-01
Table 6.62b Soecifications 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 fibs)
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 Size2
ASTM D 4751 mm 0.60
0.60
Max. ARV
(US Sieve #) (30)
(30)
Ultraviolet Stability
ASTM D 4355 Retained 70% after
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 men 6 inches or prefabricated o Imer mesh of
PP 99 P 9 ( ). P PY
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.
3 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
bjectionable material and properly grade it.
Specifications o
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.
Figure 3. Tree protection zone uidelines.
g P g
Art affective zone encircles a radius of at
least 1.2 feet of protected area for every
inch of trunk diameter. A tree with a trunk
diameter of 12 inches requires a protected
radius of at least 15 feet and ideally 30 feet.
? 12-Inch
dgarrtetrwtrc,etrunk A iJdphne
r
as
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Maintenance Continue to care for the site until the new owner takes possession. Take
these steps after all materials and equipment have been removed from the
site:
• Remove tree protection zone fences.
• Prune any damaged trees. In spite of precautions, 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 6.05d taper the cut to provide drainage, and paint with tree paint.
g P P g� P
• Cut off all damaged tree limbs above the tree collar at the trunk or main
g
branch. Use three separate cuts as shown in Figure 6.05d to avoid peeling
bark from health areas of the tree.
Y
• 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 durin construction
P P Yg >
why those measures were taken, and how the effort can be continued.
3 � TREE PROTECTION DETAIL
C5-01 i
NCDEQ 6.05
NOT TO SCALE
ANGLE IRON
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0 0 0 0 0 0 0 0 0 0�80,80 0 0 0 0 0 0 0 0 0<
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2"-3" WASHED STONE-,
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WATER SUPPLY
TABALIZED CONSTRUCTION ENTRANCE NCDEQ6.06 s CONSTRUCTION ENTRANCE TIRE WASH
renal m MM.
,)ecnmenT 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 Conao0 Manual, March, 2000.
NOT TO SCALE �_o
WASHED STONE
3.11A
NOT TO SCALE
CREECH 40 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]Deslinm
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WVWV.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
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1. Clear, rub and strip the area under the embankment of all vegetation and 7. Earthen spillways -Install the s illwa in undisturbed soil to thegreatest Maintenance Inspect skimmer sediment basins at least weekly and after each significant
Construction g P gspillway g
't
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, ( greater) P Y
jJeCIfICatIOnS and stockpile or dispose of itproperly. Haul all objectionable material to the and entrance and exit channel slopes are critical to the successful operation sediment and restore the basin to its original dimensions when sediment
P P � p p
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 spillway should be lined with laminated plastic or 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 cover the bottom and sides and extend onto the top of the dam for anchoring Make sure vegetation growing in the bottom of the basin does not hold down
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 skimmer.
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, If the skimmer is clogged with trash and there is water in the basin, usually
from settlinginto the mud b excavating a shallow it under the skimmer or
y g p may be used. The upper section(s) should overlap the lower section(s) so jerking on the roe will make the skimmer bob u and down and dislodge
jerking P P b
providing a low support under the skimmer of stone or timber. .
that water cannot flow under the fabric. Secure the upper edge and sides the debris and restore flow. If this does not work, pull the skimmer 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 ins. (Adapted from "A Manual for the side of the basin and remove the debris. Also check the orifice inside the
(YP Y pp) � p p ( p
y - h Designing,Installin and Maintaining Skimmer Sediment Basins." February, skimmer to see if it is clogged; ged; if so remove the debris.
foundation of Impervious soil. Do not use pervious material such as sand, g g Y> gg ,
gravel, or crushed stone as backfill around the pipe. Place the fill material 1999. J. W. Faircloth & Son.).
around the pipe spillway m 4-inch layers and compact it under and around If the sknnmer arm or barrel pipe is clogged, the orifice can be removed and
s 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 damage and make any required repairs
Place a minimum depth of 2 feet of compacted backfill over the pipe spillway with fabric that spans the full width of the spillway. Check the embankment,
P P' P P p Y 9. Erosion control Construct the structure so that the disturbed area is spillways, and outlet for erosion damage, 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 piping and settlement. Make all necessary repairs immediately. Remove all
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
spillway immediate) after construction References: Sur ace Stabilization). '
5. Assemble the skimmer following the manufacturers instructions, or as P Y Y (� Freezing weather can result in ice forming m the basin_ Some special
designed. 10. Install porous baffles as specified in Practice 6.65, Porous Ba%files. precautions should be taken in the winter to prevent the skimmer from
plugging with ice.
6. Lay the assembled skimmer on the bottom of the basil with the flexible 11. After all the sediment -producing areas have been permanently stabilized,
rgenc'y joint at the inlet of the barrel pipe. Attach the flexible joint to the barrel pipe remove the structure and all the unstable sediment. Smooth the area to
J p p p p
Ilwayblend
Stan/with / adjoining and stabilize properly (References: Surface he ad'omm areas
and position the skimmer over the excavated it or Support. Be sure to attach )
P p pp
Project Number: III 0 2 ('
a rope to the skimmer and anchor it to the side of the basin. This will be used
to pull the skimmer to the side for maintenance.
Date: 01 M 8/2
KIMMER SEDIMENT BASIN
NCDEQ 6.64
NOT TO SCALE
EROSION
CONTROL
DETAILS
C5-01

Coarse aggregate
Design Criteria Drainage area--5 acres or less.
Capacity peak runoff from I0-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 ft minimum
freeboard: 0.3 ft 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
sediment -trapping device (Practice 6.60, Temporary Sediment Trap and
Practice 6.61, Sedimenl 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
efs. 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, stumps, and other
Practice Standards and Specificadons
6.65
..
Definition
Porous barriers installed inside a temporary sediment trap, skimmer basin, or
sediment basin to reduce the velocity and not of the water flowing
through the measure, and to facilitate the settling of sediment from the water
before discharge.
Purpose
Sediment traps and basins are designed to temporarily pool runoff water 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 runoffquickly to the outlet with little interaction with most
of the basin. Porous baffles improve the rate of sediment retention by distributing
the flow and reducing turbulence. This process can improve sediment retention.
Conditions Where
This practice should be used in any temporary sediment trap, skimmer basin,
Practice Applies
or temporary sediment basin.
Planning
Porous baffles 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 manner 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 read reduced This combination increases sediment
greatly
deposition and retention and also decreases the particle sire of sediment captured.
P I I
The installation should be similar to a sediment fence (Figure 6.65b). the fabric
should be 700 g/m2 coir erosion blanket (Figure 6.65c) m equal. A support wire
across the top will help prevent excessive sagging if the material is attached to it
with appropriate ties.
INIet zorle
25Q'10 of Sm.urfface area
5'Crest ffidtlhn
qll"Ii1flow
Structure
Eartherm
eri)b rnkimprnt
with stalhr'ifized
side sllopaes
First Shartibelr 5ecolid C IIl, a rrt ber
25% of suurfface area 251Yb of sf.A rfac.e area
Outlet zOlrte
259,6 of sm.urface area
Skimmer
, a D.�V'P ntk'rllll"lif„
Device
Eit)ergenry
Spillway
objectionable material.
Specifications
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
stra 6.65.1 repairs immediately.
elevation plus the specified settlement.
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 d iversions once a Week and after every rain fall. 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.
g
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.
1 0 BAFFLES NCDEQ 6.65
C5-02 NOT TO SCALE
CREECH 0i 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.
LandlDe i
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WVWV.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
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C-0653
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Project Number: ,�N
Date: 01 /18/2020
EROSION
CONTROL
DETAILS
C5-02

101/
8 3/4"
7 112"
2"
1/4"
TOP
UNION COUNTY PUBLIC WORKS DEPARTMENT
UNION COUNTY, N.C.
NOTES:
FOR PVC -- USE SDR 35 FOR 10 FT. OR LESS.
USE SDR 26 FOR 10 FT. OR MORE.
USE DUCTILE IRON - IF UNDER 3 FT. DEEP
OR OVER 18 FT. DEEP.
X NO STONES LARGER THAN # 67 STONE
SHALL BE USED IN SELECT BACKFILL
PVC C900
SDR 18 (200 PSI)
OR
DUCTILE IRON CL�
WITH PROTECTEE
UNION COUNTY PUBLIC WORKS DEPARTMENT
UNION COUNTY, N.C.
2 4
—
18" MAX,
L
L
z
NOTE:
A 27" DIAMETER PRE -CAST
RING SHALL BE PLACED
AROUND EACH VALVE BOX.
4 3/4"
112"
so.
3/8'
7"
7 1/2"
BOTTOM
(SCREW TYPE)
STANDARD DETAIL
VALVE BOX
5 /16'
7 3/8"
1/4"
1/2" 3/4" F- 1112"
4"
2" —
GRAVITY SEWER BEDDING DETAIL
THREE COURSES OF
GRA[)E DINGS MAXIMUM
S I"RAIOH T WAI L OF M H
TO BE LO(ATE�I) OVER hLET
5' 0" FOR S
OV�I�I)l is"
4'- 0 " F 0 R P I TS
18 N S `1 A L I. ER
CLASS C
FORCE MAIN
1-4 3/4" —
—5 1/2" —
6 3/4" —
11/ 2'�
SCALE:
N.T.S.
DATE:
11-17-06
AREFULLY COMPACTED
ELECT BACK FILL 1 FT.
BOVE TOP OF PIPE
#67 STONE
AMP IN
-12" LIFTS
CAREFULLY COMPACTED
SELECT BACK FILL 1 FT.
ABOVE TOP OF PIPE
STANDARD DETAIL
SEWER BEDD G
PRECAST INVEATS ONLY
-A
HAND TAMP
EARTH
-13
5" SCi 40 S 1"EEL Pll�!'E
WITI B EPDXY COA] ING
RUS'f OLEUM 9335 A130VE GRADE
91 D'18 ffiLl OW Cd-)ADE 9373 )R1MF"R
600
MESH SCREI�N
2" STAX ESS S I EEL STAPS
0 C, FRO�'l BASE
11 x 3" S,S, ANCHOR
PER STRAP
x 2'
�ETE ANCHOR
GENERAI NOIES
(fl I ROL[ OF MAS IC ANI) A 6" L.N I ERNAL 0NT/SE AM W)AP INS I k LED ON EAClMW 101, E SEC I ION
i2J IAN4 0ILE VACUUM I ES 1 IN6 AF 1ER I.AfH IIAPJTCC1..1: IS SINS4AL.I.EU AND AI.I. PIPES ARE CONNEC p ED, BUT BEFOR�F BAC <Fkl Ki, I uE MAN4 0[ E S& 1AILL BE VA( UUM I ES 11�:D
AI L �11PES EN HE MANHOIE SI TALL BE PLUO(]EI) AND BRACEII), I HE CON V RACTOR SHAI l �1JRNISH k I MA ERALS, LABOR AN[) EWAPM[NT NECESS ARY l 0 PERFORM
THE DESIING, A VACUUI11 OF 10 INCHES OF MERCURY SHAL L BE CREATEI) ON THE INSIDE OF 1HE MANHOIE AT HE VACUUM OF 10 INCHES OI��� MERCURY, Tffl�� I)UMP SIwL
B E O f"P P 1) AND THK E I SHAIJ BE MEASUREI.,I FOR I E VACUUM f() DROP 109KHES,FAll UREGl 1 P I) I ES"I SHALLBE ANY AMOU4'41 OF 1 IM1 LESS 1"HAN TH[ I O1..IOWING
4 F T. 1) 1 A M E T E R M A N -I 0 . E 60 AI C 0 D S
1!) F C. DIAME C ER MANI 01_1 '15 SECON[Y")
6 FT, DIAME'TER MANHOLE 90 SECONDS
7 FT. EIAMETER MANHOLE 105 SECONDS
8 F I, DAME I E1�1 MANHOLE = 120 SECONDS
10 F 1, DIAME f ER MANHOLE 150 SI�7 CONDS
UPON )"ES.).L AI11 UR1 , 1T CON I RAC] OR SIAL11 RE4)AIR Al L WKS AND RIE [ES f 11 IE MANI 0 E UN I I[ "1" 1 I. ST iAS PASSED
S EANDARD DETAH.-
U N 0 N C 0 U N I Y PUBLIC W 0 IC K S D E A '111 E NT I ;CAI
I
UN
V� l�KIN COUN �'Y, N,C DATE�
M AM j0LE 7 .. �i I ­ 14
CONCRETE PAD
UNION COUNTY PUBLIC WORKS DEPARTMENT
SCALE:
N.T.S.
UNION COUNTY, N.C. DATE:
VALVE BOX NS TALLATUN 10_1�
10-4-11
NOTES:
MINIMUM COVER IS 36"
2" PVC SDR 21 (200 PSI)
6"-8" PVC SDR 18
12" OR LARGER DIP
X NO STONES LARGER THAN # 67 STONE
SHALL BE USED IN SELECT BACKFILL
UNION COUNTY PUBLIC WORKS DEPARTMENT
UNION COUNTY, N.C.
TAMP IN 6" - 12" LIFT
w CAREFULLY COMPACTED
SELECT BACK FILL 1 FT.
ABOVE TOP OF PIPE
HAND TAMP EARTH
UIU UU I I Ul\ ULLL
STANDARD DETAIL
WATER TRENCH
SCALE:
N.T.S.
DATE: 83
1-14-10
NO I ES
ESM /R/W NE_
4" CLEAN OU I EX ENS11IIN
101 BE LOWERED AFTER
1 1 CLE AN OU C. SHA�,_ L BE ADJUS I EC:')I 0 G[�ADF
" "ONNE(TION TO BUlDING PT_UMBMNG
AND IT PPS I REMOVED BY � HE PLUMBER UP(A
"10 "1
COWN[:C TON HF f AP
Z
4 'x) " x 8' (IEI IN) L 0 S I TO BE
2 I UMBE[E .,I IAIL I IAVE III HUPI I () N N S1 A I L A 0 N E
R E M () A E I.)A '""E R C 0 IN IU E T I N
PIECE 4" S0­I 40 COMBINATION WYE TO IINIM6ZE
2 4 CONCIEETE
0 BUILDI NG �)LIJMBING
TRENCI­V E)E�I�)TH OR INSTALL I HE S'EWER SERVICE
MN 1
I-1 R (YI, E C1 0 R I I
(S E E INC) 1
LA I E R A - F R 0 M T { -I E 4 " IJBJ B (I I J T
RING I I
FI N I S I I ED G R A I.) E
3 A I. I.. C 0 N TTICUC. 1'10 N I�3 Y I I- II: PI. U M B E R, E 6 1 6 E R 0 P11 N 1
I I
OR OPTION 2, SHA[A BE INSPE("T["D AND AP�I)ROVF.D
XNK�
...................... ...................... ....
BY UNION COUN] Y PLUIIB�NG NSPECTO�I1 CPNDE1I��' A
11�
";4,
/1,
VALID PLUMBNG PERIII
4 CON FRAC I OR OCR CHTON COUN FY PUBLIC WOR�<S
4" 1 Ti E I�"'I A L E
PERSONNEL MAY AD JUST SERVICE LATERAL ELEVATION
ADA!" OR W/S�I I�(
3 0'
WI I I I FI I I INGS ADEGUA C E (IRADE [ X6 C S
40 PLUG
11 N
5. LA I` E1I�1AL CONNEC FIONS 1` 0 \IANI IDLES MUS B E
COREE) AND BOOT INS I` ALLIE O.
4", SC[ 40 P VC
4" SCI 1, 40 1/8 BEND OPflONAL
4" SCH, 40 10 M B I IN A I` 10
SOLVENT WELD CONNECI ON1 (TOP)
WYE 10 BE INS IALL��D
-f-r-
I
BY BLALDER'S PLLJMB[�.R,
10 BUh DING
4" SCI 1 140 PVC NIPPLII F AD���,CIUA
TE GRADE EXISTS
BY PLUMBER
LENGTH VARIES DEPFNDP,K3 ON
TO BUH,D�NCT'S FLOOR
0I"I I ION 2
DEII�) I I C1I SEWER Il TO-
E I_ E V AT 0 IN (S EE IN O"� F 2
0 BUIll DING (SEE NO I E 1)
ADDI"I"'K)NA1 I3ENDS,
BY PLUMBER
SCI­I,
40 COMBINATIC)N WYE
0 F, .TIE 1
(S - T �OTE
DIS1 AI�CE VAII?IES
SDID� 35 I)VC h8X),WYE
INSTAI. L RO TA I ED 45':' F R 0 M
1"I ­IE' SP�-1ING LINE
1% M�N SLOPE,
12 .. ......... .
......
�,PRIIT] IJINE
- 41)0
411 SCH 4-0
GRAVITY
SEWE11 MAIN
I�'VC_ CAP ON
(T6 S�D[
[HICA f IOINS)
4 S B 0 U f.
S DL AIL
UNOD COUNTY �IUBI IC. WORKS DEPAR MEN S I.A
UNION COUNTY, IA C S") LEA I E�
1 2/19 14
NO. 67
WASHED
STONE
PAINT COLORS
BODY ...................FIRE HYDRANT RED - RUST-OLEUM ENAMEL # 1210 FIRE HYDRANT RED
BONNET ...............HIGH GLOSS WHITE - RUST-OLEUM ENAMEL # 2766
CAPS ....................HIGH GLOSS WHITE - RUST-OLEUM ENAMEL # 2766
HYDRANTS TO BE SET AT
BURY LINE -
EDGE OF R/W AT PROPERTY
TO BE SET AT CORNERS
EXIST. GRADE
LEVEL
6" DUCTILE IRON
BURY LEADER WITH
MEGALUGS
44 :A
18 x 18 x 6"
UNION COUNTY PUBLIC WORKS DEPARTMENT
UNION COUNTY, N.C.
1/2'-
113mml
rF
T_
A MINIMUM OF 6" OF CONCRETE
WILL BE PLACED UNDER THE BASE
6" MECHANICAL JOINT
GATE VALVE
14 GA. STANDARD BLUE COATED
COPPER TRACER WIRE
70HYDRANT
0
MECHANICAL JOINT
0 "LOCKED"
0 TEE
0
STANDARD DETAIL
SCALE
FIRE HYDRANT STA AT 0 NT.S.
ATE:
1
2-14
1 1/4' RAISED LETTERING
(RECESSED FLUSH)
(2) 1' (25mm)
DIA, HOLES
(4) 1' (25mm) DIA
HOLES ON 29 3/4'
(756mm) BOLT CIRCLE,
3/4' (19mm) LETTERS
(RECESSED FLUSH)
NOTES:
1. ALL CASTINGS TO BE FREE FROM SAND HOLES. NO PLUGGING ALLOWED.
2. MACHINE ALL CONTACT SURFACES BETWEEN RING AND COVER.
3. PROVIDE TWO VENT HOLES IN COVER, 1" DIA. TAPERED TO 1-1/8" ON
REVERSE SIDE.
4. MINIMUM WEIGHTS: COVER - 120 LBS. RING - 190 LBS.
5. ALL MANHOLE RINGS OUT OF ROAD RIGHT OF WAY SHALL BE BOLTED
INTO MANHOLE WITH 5/8" DIAMETER KWIK BOLT STUD ANCHOR SYSTEM.
HILTI BRAND OR APPROVED EQUAL.
0
0
BOTTOM VIEW
1' 113/4"
1' 11 1/2
1' 5 1/4" —1 11/2"
�2 3 �/4'-' � I
—13 3/4" (7 112"
2 1/8"
3" 1' 10 1/4'4 3) 4
2' - 0 1/2"
— 4 3/8" 4 3/8" 1/2"
2' - 9 1/4"
(U.S. FOUNDRY - 669, VULCAN 1384 OR EQUAL)
UNION COUNTY PUBLIC WORKS DEPARTMENT STANDARD DETAIL
SCALE:
UNION COUNTY, N.C.
R C N.T.S. COVER DATE:
9-9-11
EXISTING
---
WATERI MAIN
THFRUSI BLOCKIN6 ---- DIP
TAPPING SQ EEVE
A A I. AI:
ENCASEMEN, I
CD CD
LLJ
OPTION "A"
IL IN - DUC I h E II�MO I AL
F
NOTE.
OP I ION "A" OR "EV' WILL BE I`EaU�RED, DEPENDING ON
THE AMOUNT OF SC:IACE AVAII ABI E, N) BE FIIEUD V[�RFIEID
EkSTI
WA"IFR I'l1
I IPE ROM VALVI
TO 54' I:1AS I" CASIN
I) I P W ATE R Il A
THRSUSI BLAK�NG
APPING SI EEVE
VALVE
:CT"
0-
r C-)
Uj
ENCASEMENI
OP,(.In -I"r
TIE IN II, RESTRAN I JONT DE II AIL
UNIK)N ICOUN '( �PUBO � IC WC IDEPAR rMENT —SITANDARD DETAk SCALI-
I NK)N COUN I Y, N C. Q_ I DATE
S
T A P N L E E V E DATE_
r_-11
CFEECH 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.
LffiMesign.
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WVWV.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
PF5SIGAr"
C-0653
SEAL.
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CA!"
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16 Mar202'1`/C"' 1D111loW
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I:iiiiiiiiiill2llllllillillillillillillilI
No.
Description
Date
1
OWNER COMMENTS
08/25/2020
2
LICPW COMMENTS
11/13/2020
I
Project Number: '19 026
Date: 01 M 8/2 02 0
UTILITY DETAILS
C5-04

EXISTING GRADE
CONCRETE PAD
I IIIIIII—IIII
VALVE BOX
2" THREADED
BRASS NIPPLE
SADDLE (SIZE
TO BE DETERMINED
IN FIELD)
CONCRETE
THRUST .A °
BLOCKING
WATERMAIN (SIZE
TO BE DETERMINED
METER BOX BACKFLOW PREVENTION
BY DEVELOPER BY DEVELOPER
TT_ —1 F_ _T::�
METER SETTER H-1429 /
OR EQUAL BY DEVELOPER
1
6" PVC PIPE
14 GAUGE STRANDED BLUE
COATED COPPER TRACER WIRE
METER BY COUNTY AT
PREVAILING RATE
2'OF 2" THREADED
BRASS NIPPLE
2" ELBOW (BRASS)
//_
2" THREADED BRASS -LENGTH
IN FIELD) BRICK SUPPORT BRICK SUPPORTS EVERY DETERMINED BY WHERE BOX IS
UNDER VALVE 4' ON CENTER MINIMUM TO BE SET
STANDARD DETAIL
UNION COUNTY PUBLIC WORKS DEPARTMENT SCALE:
UNION COUNTY, N.C. 2" SNORTS DE SERVICE FOR 1 112" OR 2" METERS DATE: 19
5-22-13
N RPDVA EIIAI L DE INC,FALLEI) l OI1 CU a COMER A PPLIC AVIONS APPROVED
BY LINIUIV CUCVIVTY I'LJBI IC WORKS,
i2( REDUCE IC PRESSIJICE I'RIIACII'Lf BACKEI..UVC f'IILVEN I ION AS' EMBLY
SHALI. COM1'ILY WI1If ASSE 1047 A AAAA C511 N EEDU..0 6/6YD, (EM WILKINS MODEL LTEADA, (3l AI`1ES',LRIEA E000 CIA OR ECIIIAL
(3M CE`"ANI"R SHALL. E°RCIVIDE WRI I LI:N CELCTFlCA"IION f0 IIIE:: COUNTY Y iIIA1 "IH[9 11I'I'.)VA
HAS I'FI..EN 'I ES] [I) BY A C EIL 1 FII. D BACKR. OW PRl. VEIE]rION 1 ECR-1KRC.IAN AkF i DIIl
INS LA[ LA'IIQN
(4 C 0UINI Y AI'I'R0VEII E ,.10 IEI'DAA INCLUDES C,0.1U f U f VAIN[.`; AS PARE UI HE
ASSEMl.)I.Y. SHUT DI F VALVES SHALL DE USRY I''EI.EILIENI" `EAT CCAfE VALVI`:D
VITL1 HANDWHEEf. DRERA I ORS AND SHALL CUINCCNIEIA LD AV AA C500 @ VI I: S i
EI)ITIUIV REIIVA SHALL BE .',UPI'UR 1 L:D AI CI N f I;wR )AI f lI V A IIAA ;UIDR)° I'I DIES AL
AEbEIUUAH 10 MAINiAIIN THE W I(fl-F UE THE UTRUC CURE AII[Il PLUS AN AI DiTIUNAI_
1,000 I'CMUIND L DAD.
;°)L REDI I) D I'RI.; ;SURF DE 1 EC 1 UIL ANDEIADI Y SHAI.I. DI: A,I30VL Uml'RO UND UNL Y,
W BACKS::l OW I1I1p VENTIDN AC",C,EPNIDI Y SQL Al L DE NISf ALLIT DCU'EAICCI OF CUIE 111Cjl
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I AIUCAI'LD DETAIL
!UICU COUNTY CICI IC CCNLC DEPARTMENT
..
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4
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UNION COUNTY, N.0
CA I F:
1 L-14
WATER MAIN CR❑SSING
UNDER STORM DRAIN DETAIL
ONLY APPLICABLE IF
MAXIMUM DEPTH OF BURY
FOR WATER MAIN IS LESS
THAN 6' AT CR❑SSING,
—III I1—II II IILI,IL'�—III �III111111111111IIIIIII�
PROPOSED 6,0' DEPTH (MAX,)
GRADE 3.0' COVER (MIN.)
STORM DRAIN
45 DEGREE 45 DEGREE
BENDS BENDS
I. ►I 12" (MIN.)
54' RESTRAINT J❑INT DIP 54' RESTRAINT J❑INT DIP
WATER MAIN
RESTRAINT RESTRAINT
JOINT DIP I— 'I JOINT DIP
20' RESTRAINT JOINT DIP
UNION COUNTY PUBLIC WORKS DEPARTMENT
UNION COUNTY, N.C.
WATER MAIN UNDER STORM DRAIN CROSSING
')CALE:
N.T.S.
DATE: 31
3-31-16
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 1-112 & 2 INCH PIPE SHALL BE BRASS TO THE
BACKFLOW. ALTERNATE (3 INCH VALVE AND 3" RESTRAINT JOINT DIP
IN LIEU OF BRASS) EDGE OF PAVEMENT
3. FEES MUST BE PAID PRIOR TO INSTALLATION. dh ,
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 III
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 T-O" 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 FIRE VAULT AND BACKFLOW
REDUCED PRESSURE SYSTEM BY N Uj_ PREVENTER: REDUCED PRESSURE
DEVELOPER ABOVEGROUND BEHIND o `L DETECTORE ASSEMBLY BY DEVELOPER
SET BACK (UNION COUNTY STD.) o (SEE DETAIL)
UNION COUNTY PUBLIC WORKS DEPARTMENT STANDARD DETAIL
SCALE:
IN E C T 0 N N.T.S.
UNION COUNTY, N.C. WATER C 0 N
DATE: 22
12-12-19
RI S...II RAINT
VALVE
RESTRAINT
V A I.... V C
RI[_`STRAIIIN1 A IL..1...'..NIIANU V IL..VT TAII::IC°IIING VAL...VE RESTRAINT
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I..0 CONC C I E AICCI....IOIIC
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II OGC OC IIAAVL MENT OR 3 ACI,� OII:: CURII3
STAIICDA[�D DiEl..AII R ......
I.dNCNONC COW If1( PUBLIC WUUNCS DLN:`"RTMLNT 'ALE
UNION UNION COUNTY, N,Co WATERMAN RELO CA � UN
N�.ATN.
.J2
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 UNION COUNTY PUBLIC
WORKS,
1�Mi►�P.I IZ1170i7
5'
VARIABLE R/W
WATER OR
O�_�_SEWER MAIN
UNION COUNTY PUBLIC WORKS DEPARTMENT J I �� "� � I �1L
MAXIMUM SLOPE ACROSS WATER/ SEWER EASEMENT SN.TSE
UNION COUNTY, N.C. DATE:
5:1 SLOPE 03/02/1832
GENERAL NOTES
(1) RPZ SHALL BE INSTALLED FOR CUSTOMER APPLICATI❑NS
APPROVED BY UNI❑N COUNTY PUBLIC WORKS.
(2) REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTI❑N
ASSEMBLY SHALL COMPLY WITH ASSE 1013 & AWWA C511
(FEBC❑ 825Y, WILKINS MODEL 975XL, HERSEY MODEL FRPII OR EQUAL),
(3) OWNER SHALL PR❑VIDE WRITTEN CERTIFICATI❑N TO THE
COUNTY THAT THE RPZ HAS BEEN TESTED BY A CERTIFIED
BACKFLOW PREVENTI❑N TECHNICIAN AFTER INSTALLATI❑N,
(4)
BACKFLOW PREVENTI❑N ASSEMBLY SHALL BE
REDUCED
PRESSURE PRINCIPLE
BACKFLOW
PREVENTI❑N
ASSEMBLY
CENTERED ON CONCRETE OR APPROVED FIBERGLASS
VARIES
M❑UNTING PAD AND CENTERED WITHIN ENCLOSURE,
CLASS i ❑R CLASS 2, ASSE
(SEE MANUFACTURER)
1060 INSULATED WEATHERPROOF
(5)
REDUCER PRESSURE ZONE ASSEMBLY SHALL BE ABOVE
ENCLOSURE ANCHORED TO
GROUND ONLY.
CONCRETE OR APPROVED
(6)
BACKFLOW PREVENTI❑N ASSEMBLY SHALL BE INSTALLED
4,
FIBERGLASS MOUNTING PAD
❑UTSIDE OF THE RIGHT OF WAY, MAXIMUM OF 5 FEET,
CLEARANCE
(7)
(8)
PIPE MATERIAL SHALL BE BRASS (ASTM B43),
INSTALLATI❑N SHALL BE IN C❑MPLIANCE WITH ALL
O
APPLICABLE COUNTY ❑RDINANCES AND SPECIFICATI❑NS
0
120 VOLT GFCI
c�
ELECTRICAL RECEPTACLE
IN ADDITI❑N T❑ THE N.C. PLUMBING C❑DE. ¢ 6' MIN
(9) PROPERTY OWNER SHALL BE RESP❑NSIBLE FOR z
MAINTENANCE AND ❑PERATI❑N OF BACKFLOW <
ASSEMBLY AND C❑MPLIANCE WITH REP❑RTING AND w
TESTING REQUIREMENTS.
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w
6'MIN.
V CLEAR----
'IQlu.lfl(� I ::I D
ova �"I' "IIII IL: l
z
BRASS TO '.
METER
FLOW 30*
THREADED
UNI❑N
MINIMUM
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VALVE
G �
MINIMUM
I1116I" IIIIIIIw
❑PENING
II®
DRAIN PORT — PR❑VIDE
POSITIVE DRAINAGE OUT OF
ENCLOSURE (MINIMUM TWICE
THE SIZE OF RPZ)
,�. a>'•IllllIlia',...... Ills --......
4' 3000 PSI CONCRETE
��I IIIIL--.:IIIII SLAB, DIMENSIONS PER
BOX MANUFACTURER
SPECIFICATIONS
MINIMUM 2'
ANNULAR AREA
MINIMUM 2 FEET OF
lffl=_"'� BRASS FR❑M ELB❑W
30* FLOW
it=1II I1IVI Il11�
STANDARD DETAIL
UNION COUNTY PUBLIC WORKS DEPARTMENT REDUCED PRESSURE ZONE ASSEMBLY SCALE: 24
UNION COUNTY, N.C. N.T.S.
(3/4 — 2 ' DATE: I
12-13-13
FLANGED BALI. ANGLE
CflP':'. II. R VALVE
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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.
LandDesign.
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WVWV.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
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Project Number: 119 026
Date: 01 /18/2020
UTILITY DETAILS
C5-05

WB--67 OUT
+(
WB-67 OUT
PROP. LOADING DOCK.
a,
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p,
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mr
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a,
CREECH ASSOCIATES
y 1000 W. Morehead St.
° \ ` ,'O Suite 120
,� Charlotte, NC 28208
O
�O p 704.376.6000
www.creech-design.com
WB-67 OUT
B 67 IN
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WB-67 OUT
VEHICLE PROFILE
NTS
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TrWluff r ck : am
1 "=30' 4)
0 15 30 60
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]Design.
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
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Project Number: ,6
Date: 01 /18/2020
TURNING
MOVEMENTS
Ll-10

A&I
550
545
540
611C 1
530
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
65
665
720
575
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.
PROFILE - ISD-1
SCALE: 1"=40' H & 1"=4'V
GGG
1 " = 40' 4)
0 15 30 60
CREECH 0i 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]Design.
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WVWV.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
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Project Number: ,6
Date: 01 /18/2020
INTERSECTION
SIGHT DISTANCE
Ll-11

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.0, J* 50' TAPER 290' BUFFER
- EOP — -
• _ •
VV20-7A � • . - EOP • � � —
500'500.
r
EX. DRIVEWAY TO
REMAIN OPEN DURING _
CONSTRUCTION.
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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
INSET FOR 2-LANE ROADWAYS ❑
WITH 2-WAY TURN LANE �
ALL OTHER DEVICES ARE THE SAME AS ABOVE CL (A0
+ o Uj v
7 LL CC
CENTER LANE ___--__ CENTER LANE = L!
CLOSED ♦ WORK AREA ♦ CLOSED 0
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IF SUPPLEMENTAL PANEL IS REQUIRED
USE A 5' MINIMUM HEIGHT TO MAIN SIGN
WITH A 3' MINIMUM HEIGHT TO PANEL
BUFFER
BUFFER
50'-100'
SPACE
SPACE
100'
CL
z
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GENERAL NOTES FOR FLAGGING OPERATIONS 11- IF VEHICLE WILL REACH WITHIN 15' EITHER ACTIVE RAILROAD TRACKS
"L"
QUEUES OF SIDE OF
cc
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.
Q
UPSTREAM SIDE OF TRAFFIC,
a
3-
REMOVE LANE CLOSURES AGAINST THE TRAFFIC FLOW, BEGINNING WITH DEVICES ON THE
GENERAL NOTES FOR PILOT CAR OPERATIONS
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
❑
a
THE POSTED SPEED LIMIT.
2- IF ROADWAY WIDTH IS LESS THAN 22 FEET (EDP TO EDP)) CONES MAY NOT BE REQUIRED
Q
ALONG WORK AREA AND AT THE DISCRETION OF THE ENGINEER, CONES MAY BE OMITTED ALONG
LU
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EXTENDLANED AT THE BUFFER SPACE SUCH THATSTOP ING SIGHT DISTANCE IS
CLOSURESTHE
THE WORK AREA IFa USING A PILOT CAR.PROVI
W
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DETO (REFER RSD. 1S11
3- CONES ARE ALWAYS REQUIRED IN THE UPSTREAM AND DOWNSTREAM TAPERS
Q
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
6- DO NOT STOP TRAFFIC IN ANY ONE DIRECTION FOR MORE THAN 5 MINUTES AT A TIME. J GENERAL NOTES
4- MOUNT SIGN G20-4 "PILOT CAR FOLLOW ME" AT A CONSPICUOUS POSITION ON THE REAR OF
7- DRUMS OR SKINNY DRUMS MAY BE USED IN LIEU OF CONES. REFER TO RSD. 1180.01 THE PILOT VEHICLE. N 1- DIMENSIONS SHOWN ARE MINIMUM VALUES. MOUNT SIGNS SO THEY WILL BE CLEARLY VISIBLE TO
FOR SKINNY DRUM REQUIREMENTS. 5- DO NOT INSTALL MORE THAN ONE APPROACHING TRAFFIC EVEN WHEN SIGNS ARE MOUNTED BEHIND TRAFFIC CONTROL DEVICES SUCH AS
8- USE FLAGGERS TO CONTROL TRAFFIC AT INTERSECTIONS AFFECTED BY THE LANE CLOSURE. CLOSURE MEASURED FROM THE BE I1 MILE OF LANE LEGEND D NING OF THE MERGE DRUMS, BARRIER, OR OTHER OBJECTS.
SUPPLEMENT FLAGGERS LOCATED AT INTERSECTIONS WITH FLAGGER AHEAD SIGNS (W20-7a) TAPER Tb THE END OF THE LANE CLOSURE.
PLACED APPROXIMATELY 250 FT. IN ADVANCE OF THE FLAGGER. FOR SIGNALIZED 0--*FLAGGER 2- ALL PORTABLE SIGNS AND STANDS MUST MEET OR EXCEED THE REQUIREMENTS OF NCHRP 350 FOR
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 CONE CATEGORY II DEVICES. USE PORTABLE WORK ZONE SIGNS AND STANDS SPECIFICALLY DESIGNED FOR
9- REFER TO THE CURRENT MUTCD FOR FLAGGER CONTROL, REQUIREMENTS, AND PROCEDURES. INGRESS FROM DRIVEWAYS DURING FLAGGING AND PILOT ONE ANOTHER.
10- DO NOT EXCEED A 1 MILE LANE CLOSURE LENGTH UNLESS OTHERWISE SHOWN IN THE TMP OR CAR OPERATIONS. PORTABLE SIGN SHEET 1 OF 14
AS DIRECTED BY THE ENGINEER. 41111111111111 DIRECTION OF TRAFFIC FLOW 3- ALL PORTABLE WORK ZONE SIGNS AND STANDS MUST BE LISTED ON THE DEPARTMENT'S APPROVED
1101.02 PRODUCTS LIST.
z
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ADVANCE WARNING SIGN
SPACING CHART
RECOMMENDED
DISTANCE BETWEEN SIGNS
POSTED SPEED LIMIT
(FEET)*
(MPH)
<_ 35
200
200
200
40.50
350
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DRUMS THAT USE TIRE BALLASTS ARE MANUFACTURED
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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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223 NORTH GRAHAM STREET
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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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LandDesign.
223 NORTH GRAHAM STREET
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704.333.0325
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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
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REMARKS
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CREECH (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.
LandDesign.
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
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/
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13) DBC
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TREES CODE BOTANICAL NAME COMMON NAME MIN. CONT. IN. CAL. MIN. HT
4(2) LNA
I
0
CCA CARPINUS CAROLINIANA AMERICAN HORNBEAM B&B 3" 10-12'
LNA LAG ERSTROEM IA X'NATCH EZ' CRAPE MYRTLE B&B MULTI -STEM 10-12'
— — — — — SETBACK
QLY QUERCUS LYRATA OVERCUP OAK B&B Y 14-16'
PROPERTY LINE
• QPH QUERCUS PHELLOS WILLOWOAK B&B 4" 16-18'
• SJA SOPHORAJAPONICA'HALKA' TM MILLSTONE JAPANESE PAGODA TREE B&B 4" 12-14'
0 TOC THUJAOCCIDENTALIS'AMERICAN PILLAR' AMERICAN PILLAR ARBORVITAE B&B 6-T
• UAM ULMUSAMERICANA'JEFFERSON' AMERICAN ELM B&B Y 14-16'
SHRUBS CODE BOTANICAL NAME COMMON NAME MIN. CONT. SPACING MIN. HT
r3 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
> DO NALD DBC DISTYLIUM X'BLUE CASCADE' BLUE CASCADE DISTYLIUM 7 GAL. 36" O.C. 18"
7011 A HMA HYDRANGEA MACROPHYLLA'BLOOMSTRUCK' BLOOMSTRUCK HYDRANGEA 3 GAL 36" O.C. 12"
HPA HYDRANGEA PAN ICU LATA'JAN E' LITTLE LIME HARDY HYDRANGEA 3 GAL 24" O.C. 18"
l_ 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"
OHE OSMANTHUS HETEROPHYLLUS'GOSHIKF 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 BERMUDA GRASS SOD
EPU ECHINACEA PURPUREA'PAS702918' TM POWWOW WHITE CONEFLOWER 1 GAL 18" O.C.
r71 ;r
1 " = 30' 4)
Im LSP LIRIOPE SPICATA CREEPING LILY TURF 1 GAL 12" O.C.
0 15 30 60
»ul_1
-.6�
DECIDUOUS / FULL SUN TO FULL SHADE
WELL BRANCHED, MATCHED SPECIMEN
DECIDUOUS / FULL SUN
3-5 TRUNKS, WELL BRANCHED, MATCHED
SPECIMEN
DECIDUOUS / FULL SUN TO PART SUN
STRONG CENTRAL LEADER, MATCHED
SPECIMEN
DECIDUOUS / FULL SUN TO PART SUN
STRONG CENTRAL LEADER, MATCHED
SPECIMEN
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
REMARKS
EVERGREEN / FULL SUN TO PART SHADE
FULL SUN
DECIDOUS / FULL SUN
EVERGREEN / PART SUN TO FULL SHADE I
CREECH 40 ASSOCIATES
1000 W. Morehead St.
Suite 120
Charlotte, NC 28208
p 704.376.6000
www.creech-design.com
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Project Number: ,6
Date: 01 /18/2020
PLANTING PLAN -
ALTERNATE
L4-01

O
J
w
00
w
J
co
Q
w
W
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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
211 .
211 .
211 .
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
NEW
ASPHALT
ASPHALT
2'-0" MIN.
,_ y'
)r } { s/t i )r } S st u. )r y � y/t c.'y d { r,) '' )c ;',) '' )c ;( )
y'14 ,/ )� �a� (`74 ,4� )� �a� (1Jy'�`. ( j (14 } ()�J� `()'()0(`(),'()0(1 `())'())�
r,4•
MILL 2'-0" MIN. OF
EXISTING ASPHALT
SURFACE COURSE
ASPHALT TIE IN SECTION III
NOT TO SCALE
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
NOTES:
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 MATERIAL 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 ALL CONTROL JOINT AND EXPANSION JOINT SPACING
INFORMATION
02
NOT TO SCALE
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,
1" 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
0
d
1/8"
I
GROOVE JOINT IN SIDEWALK
NOT TO SCALE
1/2"
TRANSVERSE EXPANSION
JOINT IN SIDEWALK
►[���ri�Y�L1��
1/8" TO 1/4"
JOINT FILLER
00
LU 1/2" EXPANSION JOINT
� � 1/4" PER FOOT
O v PROPOSED CURB
AND GUTTER
In
PROPOSED 4" CONCRETE SIDEWALK
DETAIL SHOWING EXPANSION JOINTS
IN CONCRETE SIDEWALK
NOT TO SCALE
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
6" x 6" NO. 10/10 GALVANIZED STEEL
CONSTRUCTION JOINT (IF USED)
INSTALL 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
FINISH. REFER TO LAYOUT AND MATERIALS PLAN FOR
LOCATION
AGGREGATE BASE
COMPACT TO MIN. 95%O STANDARD PROCTOR. REFER TO
GEOTECHNICAL ENGINEERING PLANS FOR ADDITIONAL
INFORMATION
SUBGRADE
COMPACT 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
03
3/4" = 1'-0..
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
z
PAVEMENT o cn
SURFACE F_ }
„ 1/8" RAD. 9' 9' 3/4" RAD. 2" RAD. PAVEMENT 1/$" RAD. QQ
%2" RAD. 6 2 -0 ° 1/8" RAD. 1/4" RAD. SURFACE 3i1 Hcr
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2 6 13/4„ RAD, 1'-6" .o:.o p':..o' 0 COcrct
2'-6" CURB AND GUTTER 1'-6" CURB AND GUTTER 91i T ��
8" X 12" OR 18" 9" X 12" OR 18" r o
4' 0" PROPOSED CONCRETE CURB CONCRETE CURB
2'-0" 2'_0� EDGE OF
PAVEMENT 2" RAD. 2'-0"
b p 4 1 8" 2'-4" MIN. 1/g" RADIUS M� 1/4" n 1'-0" 1'_O"
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8" X 6" MEDIAN CURB VALLEY GUTTER Q F^
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SECTION VIEW OF CURBS OR CURBS AND GUTTERS co
li cd
FILL 3/8" x 1" DEEP Q
GENERAL NOTES: GROOVED OR SAWN z cc
-PLACE CONTRACTION JOINTS AT 10' INTERVALS, EXCEPT THAT JOINT WITH JOINT Q W
A 15' SPACING MAY BE USED WHEN A MACHINE IS USED OR WHEN
SATISFACTORY SUPPORT FOR THE FACE FORM CAN BE OBTAINED SEALER JOINT SEALER O W
WITHOUT THE USE OF TEMPLATES AT 10' INTERVALS. 1/8" RAD. GUTTER > D: G
-JOINT SPACING MAY BE ALTERED IF REQUIRED BY THE ENGINEER. a.• 1/g' RAD. PAVEMENT SURFACE V Z
-CONTRACTION JOINTS MAY BE INSTALLED WITH THE USE OF SURFACE Q Q
TEMPLATES OR FORMED BY OTHER APPROVED METHODS. o•' o•' ;o:,` o,� `;o = 0
CONSTRUCT NON -TEMPLATE FORMED JOINTS A MIN. OF 1%2" DEEP. �'� o •.o. .o p''•' r = V
-FILL ALL CONSTRUCTION JOINTS, EXCEPT IN 8"x6" MEDIAN CURB, o o'.o o: o• o:'°'
PROPOSED . • o• .' o. - o
WITH JOINT FILLER AND SEALER. CURB & GUTTER o PROP. I
-SPACE EXPANSION JOINTS AT 90 INTERVALS AND ADJACENT TO PAVEMENT
Y2 F_- JOINT FILLER
ALL RIGID OBJECTS. JOINT
LONGITUDINAL JOINT TRANSVERSE EXPANSION JOINT
IN CURB AND GUTTER
SECTION VIEW OF JOINTS SHEET 1 OF 3
846.01
2'-6" CURB AND GUTTER
•J
01 [0
UNIT PAVING TO CONCRETE TRANSITION
................................................................................................................................................................................................................................................................................................................
CONSTRUCT STANDARD SIDEWALK 5' WIDE AND
4" THICK UNLESS OTHERWISE DENOTED ON PLANS.
PLACE A GROOVE JOINT 1" DEEP WITH 1/8" RADII
IN THE CONCRETE SIDEWALK AT 5' INTERVALS.
ONE %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.
7
NTS 0
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STANDARD CROSSWALK
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1, Q w
Lz'
J 0. d
2- SET BACK DISTANCE FROM INSIDE CROSSWALK MARKING TO NEAREST EDGE OF TRAVEL IS 4' MIN. M DIRECTION OF
C7
O
9
0 TRAFFIC FLOW
Z
w
3- BEYOND THE CURB FACE, A CLEAR SPACE OF 4' X 4' FEET MINIMUM SHALL BE PROVIDED WITHIN THE WIDTH OF THE CROSSWALK. ,1-� CURB RAMP WITH
/ I.I \
DETECTABLE
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.
"1205.07
1205.07
CROSSWALK
NTS
1/8" RAD SURFACE OF
SIDEWALK
JOINT SEALER
o.•O p• v p, O p, O O p, O p, O p,•O P,•O
• �o�:.o'`'• �o�:.o'` `• �o�:.o'�'• �o�:.o'`'• �; • �o':.o'`'• �o�:.o'` �• �o�:.o'` '• �o�:.o'•
%2" JOINT WIDTH_] _ . JOINT FILLER
T = SIDEWALK THICKNESS
TRANSVERSE EXPANSION JOINT
IN SIDEWALK
/ 1/2" EXPANSION JOINT FILL 3/8" WIDE x 1" DEEP GROOVE
SAWN JOINT WITH JOINT
BUILDING, SEALING COMPOUND
WALL, ETC. / 1/8" RAD 1,/8" RAD
vI v.
..•o:;.•n.o':•o?'••n`:•e •v"vo°:•oI°•o':=o. v v . v v .
a
• o•o::.o'`'. o::.o•`'. o:a.o•`:. ; •�.o`'. o.:.A o�:.o'.. o:;.o� `• o�;.o•.
PROPOSED
CONCRETE PROP. C&G
SIDEWALK
0 oCONCPPAVEMENT
DETAILS SHOWING JOINTS IN CONCRETE SIDEWALK
EXISTING SIDEWALK
ISOMETRIC VIEW
W PAY LIMITS FOR CURB RAMP
NOTES:
i. 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
@
@
@
@
@
@
11
BASE DIAMETER
0.9"R TO 1.40"R
@
@
@
TOP DIAMETER OF NO LESS
_
ED
THAN 50o TO NO MORE
_
Op
Op
Op
Op
Op
THAN 65% OF THE BASE
DIAMETER
@
@
@
@
@
@
W
A
W+A+9"
X
B
5'
0.0'
5. 8'
5. 8'
5.0'
6'
0. 0'
6. 8'
6. 8'
6.0'
7'
0.0'
7.8'
7.3'
6.5'
8'
0.0'
8.8,
7.3'
6.5'**
5'
2. Or
7 .8'
7.W
5. 0'
5'
2.5'
8.3'
B. 1'
4.8'
5'
3. 0'
8.8'
8.3'
4.4'
5'
3.5'
9.3'
8.4'
4.1'
5'
4.0'
9.8'
8.6'
3.8'
5
4.5'
10.3'
B . T
3.4'
0.9" TO 0.6 0 1.6" TO
B = X-(A+9")
8 = DISTANCE FROM FRONT EDGE OF SIDEWALK
TO BACK POINT OF 12:1 (8.331) SLOPE.
BACK OF SIDEWALK DROP REQUIRED FOR ALL
SIDEWALK SLOPES.
** BACK OF SIDEWALK DROP REQUIRED FOR
SIDEWALK SLOPES 0.04.
DETECTABLE WARNING DOMES
CURB 2' DETECTABLE 0.02 (MIN.)
2'-6" CURB WARNING DOMES 0.08 (MAX.) 0.02 (NORM.)
'TER SHOWN) 0)
91,
12:1 MAX RAMP
~� X
SECTION B-B
SIDEWALK 5' MIN. 4' 5' MIN. TOP OF
ELEVATION CURB MIN. CURB CURB
TRANSITION DROP TRANSITION
CURB
GUTTER
VARIABLE SLOPES NOT
TO EXCEED 10:1
4' MIN
3/4" = 1'-0..
CONCRETE I HEAVY DUTY
3/4" = 1'-0..
z0 _
H }
Q F- -F MIN AA'DING
fy , 0 U SIDEWALK AREA
LLJ�Hz
O O In =
w Q z w PAY LIMITS FOR CURB RAMP
Q0cr
I-=~zw
toHwOJ s.3JJ.
.� MAX RAMP SLOPE
w in DELECTABLE WARNING -
_ Q SURFACE (TYP)
RAMP WID H f0%^
4'MIN � � / DbPRbbSbD 2=6"
GUBB r c'YY_
SIDEWALK WlUlli
DEPRHSSRD 2'��6" 5'MIN.� 6" CONCRETE CURB
a CURB 6 CUTTER SHiEWALK
(HEIGHT VARIES 5 MIN.
p CURB REVGAI DF,TF,RMINEn
BY PIARE SLOPR) O (TYP) ---
TYPE 4
f-)
I�
Q W 6•'CONCRE'LE CURB
IOYo = El% 2 M!N
CURB C GUTTER �' RAMP WIIITI/
0 6' CONC,RHTE CURB
SIDEWALK WIDTH D-YARIE WARNING \
5'MW 9URFAC,H (TYP)
Q W SIDEWALK WIIYIH-OEYRESS'EU 2'-
S'M/N CURB tN GUTTER
z O (RRART VARIES
Q LU e .e T V O e- C CURB REVBAL llE]'E'XMINE!)
_PPE 5 BY FLAXB SLOPF,)
U) cc
Q
00 _ sLRF
a0
12 "MIN ,R% -
DEYRGSSHO
RAMP WIDTH / CiJRR Ef f.UTTHR O 8.33% (12:1) MAX RAMP SLOPE
narbr,TnnLe wnnxrxc
SURPAcbI (TYP) O CROSS' SLOPE: 2.00% CONTRACT STANDARDS
AND DEVELOPMENT UNIT
3O CURB RAMPS REQUIRE A (4'-0') MINIMUM LANDING 51la'1se5G FA% e15-2sG-n))e
- nHPR&SSED WITH A MAXIMUM CROSS SLOPE AND LONGITUDINAL SLOPE n p
2'-6" CURB I GUTTER OF 2.00°/u WHERE PEDESTRIANS PERFORM TURNING MANEUVERS. o CURB RAMP)
Offic
(HEIGHL TAXIES SLOPE I'O DRAIN T'O CURB.
TYPE 4A CURB XEVFAI. NFOACUINT:D Shared Landing
BY PLARH SLOPH)
Sa
ONIGINAL GY: J�S. NOW["TON 0 J)I/ti
REFER TO ROADWAY STANDARD DRAWING NUMBER 848.05 SHIFT 3 OF 3 FOR ALL RAMP NOTES C�fGHfu"eAv.
iHEET 1 OF 1
848.01 _
8
NTS 0
SIDEWALK
2
'ANSION JOINT
O
:E STD. 846.01)
LL
cc
NOTE: A PORTION
OF ONE OR BOTH RAMPS
W
MAY EXTEND
OUTSIDE THE RETURN.
z
H
H
0
EXPANSION JOINT
'Day
SEE NOTE 1 Y u � 1 i
(SEE STD. 848.01)
�
a.�
4 4
O
z
;uuu
LANDING
Q
Q
y
o
CC
V
EXPANSION JOINT
2
m
(SEE STD. 846.Oi)
CC
gn
SIDEWALK
z
(�
cn
w
In
4' X 4' CLEAR SPACE
>
MUST FALL WTHIN
WITHIN
OL
CROSSLMITS.
(SEE NOTE 10)
0
d
2' MIN. CURB
BETWEEN RAMPS
=
PLAN VIEW
(4' MIN. FLOOR WIDTH)
HEET 1 OF 3
848.05
CURB RAMP
NTS
C R E E C H 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.
LanMes*n.
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
N
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C-0653
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Project Number: ,�
m
Date: 01 M 8/2
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 SP,
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 1\��
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
4" LAYER OF
3.
TAMP PLANTING MIX FIRMLY AS PIT IS
APPROVED MULCH
FILLED AROUND EACH PLANT BALL
v
4.
OMIT COLLAR AROUND EACH SHRUB
WHEN IRRIGATION IS PRESENT
5.
SOAK EACH PLANT BALL AND PIT
"V" TRENCH AROUND
ENTIRE PLANTING BED
IMMEDIATELY AFTER INSTALLATION
EDGE OF
PLANTING BED
CROWN HEIGHT IN INCHES EXISTING
EQUALS MEDIAN WIDTH IN GRADE
FEET TO 12'-0" MAX. FINAL
GRADE
10'-0" (EX)
w
TYPICAL BED CROWNING
EQUAL SFr,
BETWEEN ALL PLANTS
TYPICAL PLANTING BED PLAN
02
3/4" = 1'-0"
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
yy_dill►[alY�]I�:Z���IUIIN���_1►�ryL.��
6" O.C.
5.20" O.C.
4.61
8" O.C.
6.93" O.C.
2.60
loll 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"
CREECH 40 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]Design.
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WVWV.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
... N, I
„y • • mac,
C-0653
SEAL
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Project Number: ,6
Date: 01 /18/2020
PLANTING
DETAILS
L6-00