SW3230501_Plansheet - C001 Notes_20230823

GENERAL NOTES SEEDING SPECIFICATION
1. BENCHMARK LOCATIONS AND ELEVATIONS WILL BE VERIFIED BY THE CONTRACTOR PRIOR TO BEGINNING CONSTRUCTION. 1. PER CITY OF CONCORD CODE OF ORDINANCE CHAPTER 62, ARTICLE 3, SECTION 62-98 (2) ALL MATERIALS, EQUIPMENT, LABOR, AND WORKMANSHIP 3:1 OR FLATTER SLOPES (TEMPORARY AND PERMANENT SEEDING)
2. ALL WORK TO BE DONE IN STRICT ACCORDANCE WITH THE CITY OF CONCORD, CABARRUS COUNTY, AND NCDEMLR ASSOCIATED WITH PUBLIC WATER AND /OR SEWER EXTENSION AND/OR MODIFICATION SHALL BE IN ACCORDANCE WITH AND SUBJECT TO THE WATER AND SEWER
SPECIFICATIONS; WHEN SPECIFICATIONS ARE IN CONFLICT, THE STRICTER SPECIFICATION SHALL BE HELD. AUTHORITY OF CABARRUS COUNTY'S STANDARD SPECIFICATIONS; THE CITY OF CONCORD'S ORDINANCES, POLICIES, AND STANDARD SPECIFICATIONS, AND THE 1.APPLY AGRICULTURAL LIME AT A RATE OF 3 TONS PER ACRE
3. EXISTING UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATION ONLY. ANY DAMAGE DONE TO EXISTING NORTH CAROLINA ADMINISTRATIVE CODE FOR WASTEWATER COLLECTION AND WATER DISTRIBUTION SYSTEMS. IN THE EVENT OF CONFLICT BETWEEN THE WATER
UTILITIES (SHOWN OR NOT SHOWN NOT THIS PLAN) SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE AND SEWER AUTHORITY OF CABARRUS COUNTY'S STANDARD SPECIFICATIONS; THE CITY OF CONCORD'S ORDINANCES, POLICIES, AND STANDARD SPECIFICATIONS, 2.APPLY 10-10-10 COMMERCIAL FERTILIZER AT A RATE OF 20 LBS/ 1000 SQ. FT.
CONTRACTOR SHALL VERIFY THE LOCATION OF ALL SHOWN OR NOT SHOWN UTILITIES PRIOR TO CONSTRUCTION. TO OR THE NORTH CAROLINA ADMINISTRATIVE CODE, THE MORE RESTRICTIVE REQUIREMENTS SHALL APPLY. 3.SEE IN ACCORDANCE WITH THE FOLLOWING SCHEDULE AND APPLICATION RATES:
INSURE PROPER LOCATION OF THE UTILITIES, THE CONTRACTOR SHALL CONTACT NC ONE CALL AT 1-800-632-4949, 2. REVIEW AND APPROVAL OF THE PLANS DOES NOT RELIEVE THE OWNER, CONTRACTOR, OR DEVELOPER FROM MEETING THE REQUIREMENTS OF THE CITY OF
AT LEAST 48-HOURS PRIOR TO CONSTRUCTION. NON-SUBSCRIBERS SHALL BE CONTACTED DIRECTLY. CONCORD'S OR CABARRUS COUNTY ORDINANCES, POLICIES, AND STANDARD SPECIFICATIONS, (AS APPLICABLE), CONCORD WATER & SEWER POLICIES AND DATES TYPE PLANTING RATE
4. THE CONTRACTOR SHALL PROVIDE APPROPRIATE BARRICADES, WARNING LIGHTS, AND WARNING SIGNS TO ENSURE THE TECHNICAL SPECIFICATIONS, THE "STANDARD SPECIFICATION FOR WASTEWATER COLLECTION & WASTE DISTRIBUTION FOR CABARRUS COUNTY (WSACC MANUAL) AND AUGUST 15 - NOVEMBER TALL FESCUE 300 LBS/ACRE ZO
SAFETY OF THE PUBLIC AT ALL TIMES. ANY OTHER LOCAL, STATE, AND FEDERAL REGULATIONS & APPROVALS. NOVEMBER 1 - MARCH 1 TALL FESCUE 300 LBS/ACRE F=
5. TOPOGRAPHIC SURVEY PROVIDED BY CESI, DATED 04/22/2021 3. THE CONTRACTOR MUST CONTACT THE CITY OF CONCORD ENGINEERING CONSTRUCTION MANAGER AT 704-920-5425 AT LEAST 24-HOURS PRIOR TO INITIATING ABRUZZI RYE 25 LBS/ACRE 0-
6. THE ENGINEER HAS MADE NO EXAMINATION TO DETERMINE WHETHER ANY HAZARDOUS OR TOXIC MATERIALS ARE ANY CONSTRUCTION ACTIVITY. OfPRESENT OR CONTAINED IN, UNDER, OR ON THE SUBJECT PROPERTY OR ITS WATERS, OR IF ANY HAZARDOUS OR TOXIC 4. THE EXISTING WATER MAIN VALVE RIMS AND STEMS AND THE EXISTING SEWER MAIN MANHOLES RIMS ARE TO BE RAISED OR LOWERED TO FINAL GRADE, AS MARCH 1 - APRIL 15 TALL FESCUE 300 LBS/ACRE U
MATERIALS HAVE CONTAMINATED THIS OR OTHER PROPERTIES OR ITS WATERS IN ANY WAY WHATSOEVER. NO APPLICABLE AND AT LEAST 3-FT OF GROUND COVER IS TO BE MAINTAINED OVER THE EXISTING UTILITIES AT ALL TIMES PER THE CITY OF CONCORD CODE OF APRIL 15 - JULY 30 MULLED COMMON BERMUDA GRASS 30 LBS/ACRE w
SUBSURFACE EXAMINATION OF ANY TYPE HAS BEEN MADE BY THE ENGINEER ORDINANCE CHAPTER 62, ARTICLE 3, SECTION 62-98. JULY 30 - AUGUST 15 TALL FESCUE 300 LBS/ACRE
7. AND ACCORDINGLY, NO OPINION IS EXPRESSED OR INFERRED. FURTHER, NO OPINION IS RENDERED AS TO ANY 5. CONCORD CODE OF ORDINANCES CHAPTER 62, ARTICLE II WATER AND SEWER SERVICE, SEC. 62-34(I) - THE CUSTOMER SHALL BE RESPONSIBLE FOR BROWN TOP MILLET 30 LBS/ACRE
VIOLATION OF AN ENVIRONMENTAL LAWS OR REGULATIONS, EITHER FEDERAL, STATE, OR LOCAL RELATED TO THE INSTALLING THE NECESSARY APPROVED DEVICE(S) TO MAKE ANY ADJUSTMENTS TO THE WATER PRESSURE SUPPLIED BY CONCORD UTILITIES AND SHALL BE
INFORMATION SHOWN ON THIS PLAN AND THE ENGINEER IS IN NO WAY LIABLE FOR ANY VIOLATION OF SUCH RESPONSIBLE FOR THE MAINTENANCE OF ALL SUCH DEVICES.
ENVIRONMENTAL LAWS SHOULD THEY EXIST. 6. PER THE CITY OF CONCORD CODE OF ORDINANCE CHAPTER 62, ARTICLE 3, SECTION 62-98- THE FOLLOWING MINIMUM SEPARATIONS MUST BE INDICATED, 4.MULCH WITH STRAW APPLIED AT A RATE OF 75-100 LBS/1000 SQ. FT. TACK WITH ASPHALT
8. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS UNLESS OTHERWISE APPROVED BY THE CITY. EMULSION AT A RATE OF 400 GALLONS PER ACRE.
DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT •A MINIMUM HORIZONTAL SEPARATION OF FIVE FEET SHALL BE MAINTAINED BETWEEN ANY TYPE OF MAINTENANCE OBSTRUCTION AND THE CITY'S WATER S.INCREASE MULCH FROM JANUARY TO MARCH TO 100-125 LBS ACRE.
THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL HOURS, AND THAT THE CONTRACTOR
COUNTY, THE OWNER'S REPRESENTATIVE AND THE ENGINEERS HARMLESS DISTRIBUTION LINES, WASTEWATER COLLECTION LINES, AND ASSOCIATED APPURTENANCES, UNLESS AN EXCEPTION IS GRANTED. GREATER SEPARATION DISTANCES
SHALL DEFEND, INDEMNIFY AND HOLD THE CITY
/ MAY BE REQUIRED AS SPECIFIED BY FEDERAL, STATE, OR LOCAL REGULATIONS. 6.OVER SEED ALL APPLICATION SEPTEMBER 1, WITH TALL FESCUE AT THE RATE OF 150 LBS/ACRE
FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, •A MINIMUM VERTICAL SEPARATION OF TWO FEET SHALL BE MAINTAINED BETWEEN ANY TYPE OF MAINTENANCE OBSTRUCTION, INCLUDING BUT NOT LIMITED UNTIL STAND OF GRASS IS ESTABLISHED
EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE CITY/COUNTY, THE OWNER'S REPRESENTATIVE TO ANY OTHER UTILITY PROVIDER'S LINES OR EQUIPMENT, AND THE CITY WATER DISTRIBUTION LINES, WASTEWATER COLLECTION LINES, AND ASSOCIATED
OR THE ENGINEER. APPURTENANCES, UNLESS AN EXCEPTION IS GRANTED. IF AN EXCEPTION IS GRANTED, A MINIMUM VERTICAL SEPARATION OF ONE FOOT MUST BE MAINTAINED
9. CONTRACTOR SHALL VERIFY PROPERTY LINES, BUILDING DIMENSIONS, AND ALL OTHER SITE CONDITIONS PRIOR TO AND THE CITY WATER DISTRIBUTION LINES, WASTEWATER COLLECTION LINES, AND ASSOCIATED APPURTENANCES SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE SLOPES GREATER THAN 3:1
CONSTRUCTION. ANY SIGNIFICANT VARIATIONS SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. OR AN APPROVED FERROUS MATERIAL WITH JOINTS THAT ARE EQUIVALENT TO POTABLE WATER MAIN STANDARDS FOR A DISTANCE OF TEN FEET ON EITHER SIDE
10. DAYLIGHT ENGINEERING HEREBY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS OF THE POINT OF CROSSING. GREATER SEPARATION DISTANCES MAY BE REQUIRED AS SPECIFIED BY FEDERAL, STATE, OR LOCAL REGULATIONS.
AND DESIGNS IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT •A MINIMUM HORIZONTAL SEPARATION OF TEN FEET SHALL BE MAINTAINED BETWEEN THE CITY WATER DISTRIBUTION SYSTEM AND WASTEWATER COLLECTION 1.APPLY AGRICULTURAL LIME AT A RATE OF 3 TONS PER ACRE
FIRST OBTAINING EXPRESSED WRITTEN PERMISSION FROM DAYLIGHT ENGINEERING. LINES, AND ASSOCIATED APPURTENANCES, UNLESS AN EXCEPTION IS GRANTED. 2.APPLY 10-10-10 COMMERCIAL FERTILIZER AT A RATE OF 20 LBS 1000 SQ. FT. Ld
11. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS ON THE JOB AND
DAYLIGHT ENGINEERING SHALL BE NOTIFIED IN WRITING OF ANY VARIATIONS FROM THE DIMENSIONS, CONDITIONS, AND 3.SEE IN ACCORDANCE WITH THE FOLLOWING SCHEDULE AND APPLICATION RATES: Q
SPECIFICATIONS SHOWN BY THESE DRAWINGS.
DATES TYPE PLANTING RATES
MARCH - JUNE 1 SWITCH GRASS 150 LBS/ACRE
MARCH - APRIL ADD TALL FESCUE 150 LBS/ACRE
EARTHWORK NOTES JUNE - SEPTEMBER 1 TALL FESCUE 150 LBS/ACRE
1. GENERAL: EARTHWORK SHALL INCLUDE THE LOOSENING AND REMOVAL, TRANSPORTING, STORAGE, BACKFILLING, GRADING AND BROWN TOP MILLET 30 LBS/ACRE ZSEPTEMBER - MARCHI SWITCH GRASS 150 LBS/ACRE 0
ALL HANDLING OF NATURAL SOIL, DEPOSITED SOILS, OR ROCK FOR CONSTRUCTION OF ALL WORK UNDER THIS CONTRACT. NEW STABILIZATION TIMEFRAMES Lf)
2. STRIPPING AND STOCKPILING OF TOPSOIL: STRIP ALL TOPSOIL TO ITS ENTIRE DEPTH IN THE AREAS TO BE GRADED AND PILE TALL FESCUE 150 LBS/ACRE
IN APPROVED OR DESIGNATED AREAS BEFORE ANY GRADING OR FILLING IS BEGUN. SOIL SHALL BE FREE FROM CLAY, SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS BROWN TOP MILLET 30 LBS/ACRE w
LARGE STONES AND DEBRIS. THIS TOPSOIL SHALL BE USED FOR FINAL FINISH GRADING. D'
3. EXCAVATION FOR STRUCTURES: CONFORM TO ELEVATIONS AND DIMENSIONS SHOWN WITHIN A TOLERANCE OF PLUS OR MINUS
0.10'. PERIMETER DIKES, SWALES, DITCHES AND SLOPES 7 CAL. DAYS NONE 4.MULCH WITH STRAW APPLIED AT A RATE OF 75-100 LBS/1000 SQ. FT. TACK WITH ASPHALT
4. REMOVAL OF UNSATISFACTORY SOIL MATERIALS: EXCAVATE EXISTING FILL MATERIAL AND UNSATISFACTORY NATURAL SOIL EMULSION AT A RATE OF 400 GALLONS PER ACRE. PROVIDE MATTING AS NOTED FOR SLOPE IN
MATERIALS ENCOUNTERED THAT EXTEND BELOW REQUIRED ELEVATIONS TO DEPTH DIRECTED BY THE SOILS ENGINEER.LATERAL DIMENSIONS, DEPTH AND VOLUME SHALL BE DETERMINED BY SOILS ENGINEER. PAYMENT SHALL NOT BE MADE FOR HIGH QUALITY WATER (HQW) ZONES 7 CAL. DAYS NONE EXCESS OF 2:1 OR SLOPES NOTED AS RECEIVING MATTING. MATTING TO BE INSTALL IN
MATERIALS REMOVED IF THE SOILS ENGINEER IS NOT PRESENT AT THE TIME OF REMOVAL. ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND DETAILS PROVIDED
5. ROCK EXCAVATION: WHERE EXPLOSIVES ARE USED, WORK SHALL BE DONE BY EXPERIENCED POWDERMEN USING SMALL S.INCREASE MULCH FROM JANUARY TO MARCH TO 100-125 LBS/ACRE.
CHARGES IN STRICT ACCORDANCE WITH ALL REGULATIONS GOVERNING THIS WORK. BLASTING WILL NOT BE PERMITTED SLOPES STEEPER THAN 3:1 7 CAL. DAYS IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT STEEPER
WITHOUT SPECIAL AUTHORIZATION OF THE OWNER, THE ENGINEER, AND LOCAL AUTHORITIES. THE CONTRACTOR SHALL BE THAN 2:1 , 14 DAYS ARE ALLOWED 6.OVER SEED ALL APPLICATION SEPTEMBER 1, WITH TALL FESCUE AT THE RATE OF 150 LBS/ACRE
RESPONSIBLE FOR ANY DAMAGE OR INJURY TO ANY PERSONS, PROPERTY, OR STRUCTURES AS A RESULT OF HIS BLASTING UNTIL STAND OF GRASS IS ESTABLISHED
OPERATIONS. PAYMENT WILL BE MADE FOR ROCK EXCAVATION IN AN AMOUNT PER CUBIC YARD INDICATED ON THE BID
FORM' SLOPES 3:1 OR FLATTER 14 CAL. DAYS 7 CAL. DAYS FOR SLOPES GREATER THAN 50' IN LENGTH
6. PROOFROLLING: FOLLOWING THE STRIPPING AND NECESSARY UNDERCUTTING, THE EXPOSED SUBGRADE SHALL BE
PROOFROLLED UNDER THE OBSERVATION OF SOILS ENGINEER BEFORE NEW FILL IS PLACED OR AFTER CUTS ARE MADE TO
EVALUATE THE SUBGRADE STABILITY. THE PROOFROLLING EVALUATION SHALL BE PERFORMED USING A HEAVILY LOADED DUMP ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 14 CAL. DAYS NONE, EXCEPT FOR PERIMETERS AND HQW ZONES
TRUCK OR SIMILAR PNEUMATIC-TIRED VEHICLE WITH A MINIMUM LOADED WEIGHT OF 25 TONS. THE SOILS ENGINEER WILL
PROVIDE RECOMMENDATIONS FOR TREATMENT IF UNSTABLE SOILS ARE OBSERVED DURING THE PROOFROLLING OPERATIONS.
7. SUBGRADE MAINTENANCE: WATER FROM STORM RUNOFF SHALL BE CONTROLLED DURING EARTHWORK AND CONSTRUCTION
ACTIVITIES BY INTERCEPTING AND DRAINING THE RUNOFF AWAY FROM THE SITE TO PREVENT WATER FROM PONDING ON OR N
SATURATING THE SOILS WITHIN THE EXCAVATIONS OR ON FINAL GRADES. Z
8. FILL MATERIAL: THE GENERAL CONTRACTOR SHALL FURNISH ALL FILL REQUIRED TO BRING THE GRADES TO LEVEL AS SHOWN NARRATIVE: 0
ON THE DRAWINGS. FILL MATERIAL SHALL BE COMPACTED BY AN APPROVED METHOD TO THE REQUIREMENTS LISTED IN F r
NOTE 6. IN NO CASE SHALL FILL CONTAIN TRASH, DEMOLITION DEBRIS, OVERSIZED MATERIAL (>3"), OR ORGANIC MATERIAL THE PROPOSED PROJECT IS LOCATED IN MIDLAND, NORTH CAROLINA OFF OF OLD CAMDEN ROAD. Q o
OF ANY KIND. IN ADDITION, HIGH PLASTICITY SILT AND CLAY (PLASTICITY INDEX>30) SHALL ONLY BE USED AS COMMON PROJECT INCLUDES CONSTRUCTION OF A NEW ROAD AND CUL-DE-SAC WITH A SIDEWALK ALONG THE J N
FILL. NO FILL SHALL BE PLACED UNTIL THE SOIL HAS BEEN CHECKED BY A LABORATORY AND APPROVED BY THE SOILS SOUTH SIDE. IMPROVEMENTS INCLUDE NEW CURB AND GUTTER, STORM DRAIN, PUBLIC WATER
ENGINEER. THE MOISTURE IN THE SOIL SHALL NOT VARY MORE THAN 3% ABOVE OR 3% BELOW THE OPTIMUM WHEN IT IS EXTENSION, EROSION CONTROL AND SITE GRADING WHERE APPROPRIATE. Q U c.i
BEING INSTALLED IN THE FILL. - W Z
9. INSTALLATION OF FILL: ALL FILL SHALL BE FORMED OF APPROVED MATERIAL PLACED IN SUCCESSIVE LAYERS OF NOT MORE 12 0
THAN 8" IN DEPTH. EACH SUCCESSIVE LAYER SHALL BE THOROUGHLY COMPACTED WITH APPROVED MECHANICAL TAMPERS N g
TO THE REQUIRED DENSITY AND TESTED AND APPROVED BY THE SOILS ENGINEER PRIOR TO PLACEMENT OF THE NEXT LAYER. p o
ALL FILL SHALL BE AT OPTIMUM MOISTURE CONTENT WHEN COMPACTED AS FOLLOWS IN ACCORDANCE WITH ASTM D698: Z m
STRUCTURE TOP 12" 100% Q Q o
REMAINDER 95%
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COMMON ALL DEPTH 92% Z Z uj a w
DRIVES & TOP 24" 98% Q
PARKING REMAINDER 95% 2 J U O Q
THE OWNER SHALL FURNISH AND PAY FOR ALL FILL TESTING. ~ O
ROCK DEFINITION Ld 0 0
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WE SUGGEST THAT "ROCK" BE DEFINED AS THE FOLLOWING: m dCL
A. GENERAL EXCAVATION:
ANY MATERIAL WHICH CANNOT BE EXCAVATED WITH A SINGLE-TOOTH RIPPER DRAWN BY A CRAWLER TRACTOR HAVING A
DRAW BAR PULL RATED AS NOT LESS THAN 65,000 POUNDS (CATERPILLAR D8K OR EQUIVALENT) OR EXCAVATED BY A
FRONT-END LOADER WITH A MINIMUM BUCKET BREAKOUT FORCE OF 30,000 POUNDS (CATERPILLAR 973 OR EQUIVALENT). o
B. TRENCH EXCAVATION: U
ANY MATERIAL WHICH CANNOT BE EXCAVATED WITH A BACKHOE HAVING A BUCKET CURLING FORCE RATED AT NOT LESS THAN c�
42,000 POUNDS (CATERPILLAR 325BL OR EQUIVALENT). w
NOTE:
IF THE CONTRACTOR ELECTS TO USE EQUIPMENT WITH POWER RATINGS THAT EXCEED THE MINIMUM POWER RATINGS DESCRIBED O
IN THE SPECIFICATION, THEN ROCK WILL BE DEFINED BASED ON THE ACTUAL EQUIPMENT USED. }
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APPROVED: -------------------------- '��,;'��W.�11U1v```0
ROADWAY & PUBLIC DRAINAGE ONLY
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TOWN ENGINEER