SW1220701_Plansheet - Cover Sheet_20220805

GENERAL NOTES
STANDARD NOTES
GRADING NOTES
Zcn ocn
L"
2C.OQw� Q
5
O
U Ll0 Z
DEVELOPER/OWNER: ALL ABOUT PLUMBING
1. IF NECESSARY, SLOPES, WHICH EXCEED EIGHT 8 VERTICAL FEET SHOULD BE STABILIZED WITH SYNTHETIC OR VEGETATIVE MATS, IN
()
1. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ON ADJACENT PROPERTIES.
. `
_ U O) O Q O z
CONTACT: CALEB WILSON
BERMS MAY BE NEEDED UNTIN TO E THE SLOPE IS BROUGHY BE T TO GRADEY TO . TEMPORARY SLOPE DRAINS DURING CONSTRUCTION. TEMPORARY
2.
2 ON -SITE BURIAL PITS ARE NOT PERMITTED.
, Cf�estnut 4
U v � ~ O d_ C H 0
Z�
5521 OLD HAYWOOD RD
MILLS RIVER, NC 28759
2. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES
3. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE EROSION CONTROL REGULATIONS AND IS SUBJECT TO A FINE.
.. Top
Q 10 o z U U z w
O U Z w � � , tY 0
828-778-2425
HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN FOURTEEN (14) DAYS AFTER WORK HAS CEASED, EXCEPT AS
` - -
< C� 0 O O H w
-
- m
OFFICEeQ ALLABOUTPLUMBINGNC.COM
STATED BELOW.
4. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF THE COUNTYICITYINCDEQ EROSION CONTROL ORDINANCE
r'r "
L_U
p � w p J O L
WHERE STABILIZATION BY THE 14TH DAY IS PRECLUDED BY SNOW COVER OR FROZEN GROUND CONDITIONS STABILIZATION MEASURES
AND IS SUBJECT TO A FINE.
Sle rra
Cn w Z O O 0
MUST BE INITIATED AS SOON AS PRACTICABLE.
X - Nevatl•:
High Vista
Z Q lY w
w
00
TAX MAP NO.: 9632 57 0722 3.15 ACRES
WHERE CONSTRUCTION ACTIVITY ON A PORTION OF THE SITE IS TEMPORARILY CEASED, AND EARTH -DISTURBING ACTIVITIES WILL BE
RESUMED WITHIN 14 DAYS, TEMPORARY STABILIZATION MEASURES DO NOT HAVE TO BE INITIATED ON THAT PORTION OF THE SITE.
5. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND
f3rewin
Golf Club `
~ O O W � O =
Z ~O
ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION SEQUENCE SHOWN ON THE PLAN. ALL SLOPES MUST BE SEEDED (WITH TOPSOIL
LZ � Z
3. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED ONCE EVERY CALENDAR WEEK. IF PERIODIC INSPECTION OR OTHER
RE -SPREAD) AND MULCHED WITHIN 14 CALENDAR DAYS. REFER TO NCDEQ/CITY OF HIGH POINT STANDARD NOTES AND EROSION CONTROL ORDINANCE (IF
1. THIS PROPERTY DOES NOT LIE WITHIN A FLOOD PLAIN - 3700963200J (DATED OCTOBER 2, 2008) - NO
INFORMATION INDICATES THAT A BMP HAS BEEN INAPPROPRIATELY OR INCORRECTLY INSTALLED, AND PERMITTEE MUST ADDRESS THE
APPLICABLE) FOR ADDITIONAL REQUIREMENTS.
IMPROVEMENTS ARE PROPOSED TO TAKE PLACE WITHIN A DELINEATED FLOOD PLAIN.
NECESSARY REPLACEMENT OR MODIFICATION REQUIRED TO CORRECT THE BMP WITHIN 48 HOURS.
6. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF THE COUNTY/CITY ENGINEERING DEPARTMENT
2. THIS PROJECT DESIGN IS BASED UPON SURVEY INFORMATION PROVIDED BY OTHERS. McCUTCHEN
4. PROVIDE SILT FENCE ANDIOR OTHER CONTROL DEVICES, AS MAY BE REQUIRED, TO CONTROL SOIL EROSION DURING UTILITY
AND/OR NCDEQ.
X
ENGINEERING ASSOCIATES, PC ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR
CONSTRUCTION, ALL DISTURBED AREAS SHALL BE CLEANED, GRADED, AND STABILIZED WITH GRASSING IMMEDIATELY AFTER THE UTILITY
INSTALLATION. FILL, COVER, AND TEMPORARY SEEDING AT THE END OF EACH DAY ARE RECOMMENDED. IF WATER IS ENCOUNTERED WHILE
7. SLOPES SHALL BE GRADED NO STEEPER THAN 2HAV. FILL SLOPES GREATER THAN 10' REQUIRE ADEQUATE TERRACING. ALL GRASSED/LANDSCAPED AREAS
COMPLETENESS OF THIS INFORMATION.
TRENCHING, THE WATER SHOULD BE FILTERED TO REMOVE ANY SEDIMENTS BEFORE BEING PUMPED BACK INTO ANY WATERS OF THE
SHALL BE FINISHED IN A MOWABLE CONDITION, WITH A SMOOTH SURFACE, FREE OF PROTRUDING ROOTS, ROCKS, OR OTHER DEBRIS THAT WOULD IMPEDE
Caney MCCOweiTE
STATE.
OPERATION OF A TYPICAL RESIDENTIAL GRADE MOWER.
Mountenn 8arkwells
3. THE CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE THEMSELVES WITH THE EXISTING
CONDITIONS BEFORE SUBMITTING HIS BID/PRICE. REFER TO SURVEY AND GEOTECHNICAL REPORT
5. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION UNTIL THE COMPLETION OF
8. IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM SLOPE OF 0.5% ALONG THE CURB.
FOR FURTHER INFORMATION.
ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE REQUIRED
DURING CONSTRUCTION IN ORDER TO CONTROL EROSION ANDIOR OFFSITE SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES SHALL
9, EARTHWORK SHALL BE TO THE LINES AND GRADES SHOWN (±1" IN LANDSCAPED AREAS, ±0.5' IN PAVEMENT/BUILDING PAD AREAS). THE CONTRACTOR SHALL
4. ALL DISTANCES AND DATA SHALL BE CHECKED BY THE CONTRACTOR PRIOR TO THE START OF
BE REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED.
PROOF -ROLL THE CONSTRUCTION AREA WITH HEAVY LOADED PNEUMATIC -TIRED EQUIPMENT. ALL SOFT SPOTS SHALL BE UNDERCUT AND RECOMPACTED WITH
CONSTRUCTION, INCASE OF CONFLICT, THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY SO THAT
6. THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD ONTO PAVED ROADWAYFROM CONSTRUCTION
SUITABLE STRUCTURAL FILL MATERIAL. ALL FILL COMPACTION SHALL BE 95% OF MAXIMUM PER ASTM D 698 (STANDARD PROCTOR). ALL MATERIAL WITHIN 18S)
CLARIFICATIONS MAY BE MADE PRIOR TO THE START OF WORK. ALL CONDITIONS NOTED FOR FIELD
AREAS AND THE GENERATION OF DUST. THE CONTRACTOR SHALL DAILY REMOVE MUD/SOIL FROM PAVEMENT, AS MAY BE REQUIRED.
INCHES OF PAVEMENT AND BUILDING SUBGRADE SHALL BE COMPACTED TO 98 % OF MAXIMUM. FILL MATERIAL SHALL NOT CONTAIN ORGANIC MATERIAL, DEBRIS
OR ROCKS. WHERE FILL IS TO BE PLACED, ALL EXISTING VEGETATION, ROOTS AND OTHER ORGANIC MATTER BELOW EXISTING GRADE SHALL BE STRIPPED AND
fio
VERIFICATION SHALL BE DONE PRIOR TO COMMENCING WITH THE AFFECTED WORK.
7. TEMPORARY DIVERSION BERMS AND/OR DITCHES WILL BE PROVIDED AS NEEDED DURING CONSTRUCTION TO PROTECT WORK AREAS FROM
DISPOSED OF AS DIRECTED BY THE GEOTECHNICAL ENGINEER. FILL SHALL BE PLACED IN SUCCESSIVE LAYERS OF NOT MORE THAN 6 TO 8 INCHES LOOSE
28D
UPSLOPE RUNOFF AND/OR TO DIVERT SEDIMENT -LADEN WATER TO APPROPRIATE TRAPS OR STABLE OUTLETS.
THICKNESS. EACH LAYER SHALL BE SPREAD EVENLY AND COMPACTED AS SPECIFIED BEFORE THE NEXT LAYER IS PLACED.-
7 1
1�Q
5. THE CONTRACTOR SHALL SUPPLY AND ESTABLISH SURVEY CONTROL, INCLUDING THE HORIZONTAL
q
AND VERTICAL CONTROL POINTS. THE CONTRACTOR SHALL MAINTAIN THIS CONTROL AND PROVIDE
8. ALL WATERS OF THE STATE (WOS), INCLUDING WETLANDS, ARE TO BE FLAGGED OR OTHERWISE CLEARLY MARKED IN THE FIELD. A DOUBLE
10. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATIONS SHALL RECEIVE 4 INCHES OF TOPSOIL AND PERMANENT GRASSING. U.N.O. CONTRACTOR SHALL
ADEPTUS ARCHITECTURE, INC.
ALL BENCHMARKS, STAKES, GRADES, LEVELS, AND LINES NECESSARY FOR CONSTRUCTION.
ROW OF SILT FENCE IS TO BE INSTALLED IN ALL AREAS WHERE A 50-FOOT BUFFER CAN'T BE MAINTAINED BETWEEN THE DISTURBED AREA
APPLY EROSION CONTROL BLANKETS (NORTH AMERICAN GREEN SC150 OR APPROVED EQUAL) TO ALL SLOPES 3H:1V OR STEEPER AND PERMANENT SYNTHETIC
121 MANLY STREET
CONTRACTOR(S) SHALL PROVIDE ADEQUATE SUPERVISION TO PREVENT DAMAGE AND MOVEMENT
AND ALL WOS. A 10-FOOT BUFFER SHOULD BE MAINTAINED BETWEEN THE LAST ROW OF SILT FENCE AND ALL WOS.
TURF REINFORCEMENT MATTING (NORTH AMERICAN GREEN P300 OR APPROVED EQUAL) TO ALL SLOPES 2HAV OR STEEPER UNTIL A HEALTHY STAND OF GRASS
GREENVILLE, SC 29601
FROM EQUIPMENT WORKING AROUND CONSTRUCTION STAKES. THESE CONSTRUCTION STAKES
IS OBTAINED. INSTALL BLANKETS WITH BIODEGRADABLE STAPLES PER MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. IF SOD GRASSING IS
864-242-2514
SHALL REMAIN IN PLACE & BE PROTECTED UNTIL OWNER APPROVES THEIR REMOVAL. ANY STAKES
9 LITTER, CONSTRUCTION DEBRIS, OILS, FUELS, AND BUILDING PRODUCTS WITH SIGNIFICANT POTENTIAL FOR IMPACT (SUCH AS STOCKPILES
OF FRESHLY TREATED LUMBER) AND CONSTRUCTION CHEMICALS THAT COULD BE EXPOSED TO STORM WATER MUST BE PREVENTED FROM
INSTALLED, IT SHALL BE PROPERLY SECURED AND STAPLED.
LOCATION MAP/NT S
OR PROPERTY CORNERS THAT HAVE BEEN DISPLACED AS A RESULT OF CONSTRUCTION ACTIVITY
BECOMING A POLLUTANT SOURCE IN STORM WATER DISCHARGES.
11. THE CONTRACTOR SHALL REMOVE ALL DEBRIS INCLUDING PAVEMENT, CONCRETE, AND UNSUITABLE MATERIAL FROM THE SITE. ALL AREAS UNDER EXISTING
ARE TO BE REPLACED BY A LICENSED LAND SURVEYOR ENGAGED BY THE CONTRACTOR AT NO COST
PAVEMENT SHALL BE SCARIFIED BEFORE PLACING STRUCTURAL FILL MATERIAL.
TO THE OWNER.
10. A COPY OF THE SWPPP, INSPECTION RECORDS, AND RAINFALL DATA MUST BE RETAINED AT THE CONSTRUCTION SITE OR A NEARBY
U
LOCATION EASILY ACCESSIBLE DURING NORMAL BUSINESS HOURS, FROM THE DATE OF COMMENCEMENT OF CONSTRUCTION ACTIVITIES
TO THE DATE THAT FINAL STABILIZATION IS REACHED.
12. ALL STORM DRAINAGE PIPING SHALL BE RCP CLASS III, U.N.O. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTING ALL EXISTING STRUCTURES WHERE
CL
6. ALL EXISTING IMPROVEMENTS DAMAGED AS A RESULT OF CONSTRUCTION OPERATIONS SHALL BE
NEW CONNECTIONS ARE INDICATED AND REPLACE AND/OR REPAIR AS NECESSARY TO PROVIDE A CONNECTION IN ACCORDANCE WITH THE PROJECT
RESTORED TO THEIR ORIGINAL CONDITION TO THE SATISFACTION OF THE OWNER. CONTRACTOR IS
11. INITIATE STABILIZATION MEASURES ON ANY EXPOSED STEEP SLOPE (3H:1V OR GREATER) WHERE LAND DISTURBING ACTIVITIES HAVE
SPECIFICATIONS.
cu N �
RESPONSIBLE TO DOCUMENT ALL EXISTING DAMAGE AND NOTIFY CONSTRUCTION MANAGER PRIOR
PERMANENTLY OR TEMPORARY CEASED, AND WILL NOT RESUME FOR A PERIOD OF 7 CALENDAR DAYS.
U o
TO CONSTRUCTION START.
13. REINFORCED CONCRETE PIPE (RCP) SHALL BE:
N vri co
12. MINIMIZE SOIL COMPACTION AND, UNLESS INFEASIBLE, PRESERVE TOPSOIL.o°
v
7. ALL EXISTING PAVEMENT AND CONCRETE TO BE JOINED SHALL BE SAWCUT.
13. MINIMIZE THE DISCHARGE OF POLLUTANTS FROM EQUIPMENT AND VEHICLE WASHING, WHEEL WASH WATER, AND OTHER WASH WATERS.
CLASS III - DEPTHS 0'-12' TYPE 3 BEDDING
CLASS IV- DEPTHS 12.1'-19' TYPE 3 BEDDING
SCHEDULE OF DRAWINGS
00
8. BURNING ON OR NEAR THE JOB SITE WILL NOT BE PERMITTED.
WASH WATERS MUST BE TREATED IN A SEDIMENT BASIN OR ALTERNATIVE CONTROL THAT PROVIDES EQUIVALENT OR BETTER TREATMENT
CLASS IV - DEPTHS 19.1'-25' TYPE 2 BEDDING
L
i?
PRIOR TO DISCHARGE;
CLASS V - DEPTHS 25.1'-39' TYPE 2 BEDDING
N 00
9. CITY/COUNTY PLANNING AND ENGINEERING DEPARTMENTS TO BE GIVEN 48 HOURS NOTICE PRIOR TO
START OF CONSTRUCTION. COORDINATE PRE -CONSTRUCTION MEETING WITH CITY/COUNTY,
14. MINIMIZE THE DISCHARGE OF POLLUTANTS FROM DEWATERING OF TRENCHES AND EXCAVATED AREAS, THESE DISCHARGES ARE TO BE
ROUTED THROUGH APPROPRIATE BMPS (SEDIMENT BASIN, FILTER BAG, ETC.)
REFER TO AMERICAN CONCRETE PIPE ASSOCIATION LRFD FILL HEIGHT TABLES FOR CONCRETE PIPE, CURRENT EDITION, FOR BEDDING INFORMATION. DEPTHS
C000 - C OVE R S H E ET AN D G E N E RAL N OTES
in o
L 00
ENGINEER AND OWNER.
INDICATED ABOVE ARE APPLICABLE FOR PIPE SIZES UP TO 66 INCH 0. THE DESIGN ENGINEER SHALL PROVIDE DETAILED INFORMATION FOR LARGER DIAMETER
LL
v
15. THE FOLLOWING DISCHARGES FROM SITES ARE PROHIBITED:
PIPE SIZES. SEE RIGID PIPE BEDDING DETAILS. ALL RCP SHALL HAVE BUTYL RUBBER GASKET SEALANT UNLESS OTHERWISE SPECIFIED. JOINTS AND
C 100 - SITE LAYOUT AND UTILITY PLAN
= cn
00
10. COORDINATE ALL CURB AND STREET GRADES IN INTERSECTIONS WITH THE CITY/COUNTY/NCDOT
16.1. WASTEWATER FROM WASHOUT OF BYAN
FITTINGS/ACCESSORIES SHALL BE COMPATIBLE WITH PIPE. ALL JOINTS SHALL BE SOIL -TIGHT AND WATER -TIGHT BELL AND SPIGOT WI O-RING WHERE INDICATED.
a) ._
co
INSPECTOR.
16.2. WASTEWATER FROM WASHOUT AND COL)EANEOUT OFLESS STU STNAGED
UCCO, PAINT, FORM RELEASEIATE IL, CUNTROLRING COMPOUNDS AND OTHER
ALL STORM DRAINAGE PIPE SHALL HAVE MINIMUM 3" BEDDING INSTALLED IN A TRENCH CONDITION (CLASS 3 MIN.) AND BE BACKFILLED)TO 95% STANDARD
C200 - GRADING AND STORM DRAINAGE PLAN
V o
PROCTOR COMPACTION MINIMUM.
CONSTRUCTION MATERIAL.
co
11. THE CONTRACTOR SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN AN
16.3. FUELS, OILS, OR OTHER POLLUTANTS USED IN VEHICLE AND EQUIPMENT OPERATION AND MAINTENANCE; AND
16.4. SOAPS OF SOLVENTS USED IN VEHICLE AND EQUIPMENT WASHING
14. HDPE STORM SEWER LINES (WHERE INDICATED) SHALL BE ASTM F2306 WITH SMOOTH INTERIOR WALLS. JOINTS SHALL BE GASKETED WITH MINIMUM SOIL TIGHT
V00
UNOBSTRUCTED STATE DURING CONSTRUCTION. REMOVE ALL DEBRIS, LOGS, TIMBER, ETC. THAT
CONNECTIONS (ASTM F 477). BEDDING AND INITIAL BACKFILL SHALL BE A MINIMUM CLASS IA, IB, OR II (ASTM D 2321) I NO. 5,56,57,6, OR 67 STONE (AASHTO M43).
C3OO - SITE NOTES A N D DETAILS
MAY ACCUMULATE IN CHANNEL. (IF APPLICABLE).
16. AFTER CONSTRUCTION ACTIVITIES BEGIN, INSPECTIONS MUST BE CONDUCTED AT A MINIMUM OF AT LEAST ONCE EVERY CALENDAR WEEK
AND MUST BE CONDUCTED UNTIL FINAL STABILIZATION IS REACHED ON ALL AREAS OF THE CONSTRUCTION SITE.
15. ADS HP STORM 17-60" PIPE SPECIFICATION
C400 - STORM DRAINAGE NOTES A N D DETAILS
12. ALL ROAD IMPROVEMENTS/ENCROACHMENTS TO BE COORDINATED WITH NCDOT AND/OR THE
12-THROUGH 60-INCH (300 TO 1500 MM) PIPE SHALL HAVE A SMOOTH INTERIOR AND ANNULAR EXTERIOR CORRUGATIONS AND MEET OR EXCEED ASTM
IIIIIIIIIII
CITY/COUNTY ENGINEERING DEPARTMENT PRIOR TO CONSTRUCTION. DRIVEWAYS TO BE
17. IF EXISTING BMPS NEED TO BE MODIFIED OR IF ADDITIONAL BMPS ARE NECESSARY TO COMPLY WITH THE REQUIREMENTS OF THIS PERMIT
AND/OR NC'S WATER QUALITY STANDARDS, IMPLEMENTATION MUST BE COMPLETED BEFORE THE NEXT STORM EVENT WHENEVER
F2881 AND AASHTO M330. PIPE SHALL BE JOINED WITH A GASKETED INTEGRAL BELL & SPIGOT JOINT MEETING THE REQUIREMENTS OF
ASTM 2881.12-THROUGH 60 INCH (300 TO 1500 MM) SHALL BE WATERTIGHT ACCORDING TO THE REQUIREMENTS OF ASTM D3212. SPIGOTS SHALL HAVE
C401 - STORM DRAINAGE NOTES AND DETAILS
CAq����iiy�
CONSTRUCTED TO STATE AND LOCAL CODES. CONTRACTOR SHALL OBTAIN REQUIRED PERMITS PAY
(
ALL APPLICABLE FEES) AND MATCH PROPOSED CURB AND GUTTER, CONCRETE AND PAVEMENT TO
PRACTICABLE. IF IMPLEMENTATION BEFORE THE NEXT STORM EVENT IS IMPRACTICABLE, THE SITUATION MUST BE DOCUMENTED IN THE
GASKETS MEETING THE REQUIREMENTS OF ASTM F477. GASKET SHALL BE INSTALLED BY THE PIPE MANUFACTURER AND COVERED WITH A REMOVABLE,
\�����``"���N
\� O f ($
ES� ., y
�,►
SWPPP AND ALTERNATIVE BMP'S MUST BE IMPLEMENTED AS SOON AS REASONABLE POSSIBLE.
C402 - STORM DRAINAGE NOTES AND DETAILS
EXISTING GRADE AND ALIGNMENT.
PROTECTIVE WRAP TO ENSURE THE GASKET IS FREE FROM DEBRIS. A JOINT LUBRICANT AVAILABLE FROM THE MANUFACTURER SHALL BE USED ON THE
Qoo
18. A PRE CONSTRUCTION CONFERENCE MUST BE HELD FOR EACH CONSTRUCTION SITE WITH AN APPROVED ON SITE SWPPP PRIOR TO THE
GASKET AND BELL DURING JOINT ASSEMBLY. 12- THROUGH 60-INCH (300 TO 1500 MM) DIAMETERS SHALL HAVE AN EXTERIOR BELL WRAP INSTALLED BY THE
C 5OO - SEDIMENT A N D EROSION CONTROL NOTES A N D DETAILS
13. THE CITY/COUNTY ENGINEERING DEPARTMENT HAS NOT REVIEWED THE STRUCTURAL STABILITY OF
IMPLEMENTATION OF CONSTRUCTION ACTIVITIES.
MANUFACTURER. FITTINGS SHALL CONFORM TO ASTM F2881 AND AASHTO M330. BELL AND SPIGOT CONNECTIONS SHALL UTILIZE A SPUN -ON, WELDED OR
25 3
ANY RETAINING WALLS ON THE SITE AND DOES NOT ASSUME RESPONSIBILITY FOR THEM (UNLESS
INTEGRAL BELL AND SPIGOTS WITH GASKETS MEETING ASTM F477. BELL & SPIGOT FITTINGS JOINT SHALL MEET THE WATERTIGHT JOINT PERFORMANCE
C501 - SEDIMENT AND EROSION CONTROL NOTES AND DETAILS
C..
,•
NOTED OTHERWISE ON PLANS). THE CONTRACTOR SHALL PROVIDE DESIGN DRAWINGS FOR ALL
REQUIREMENTS OF ASTM D3212.CORRUGATED COUPLINGS SHALL BE SPLIT COLLAR, ENGAGING AT LEAST 2 FULL CORRUGATIONS. TO ASSURE
WATERTIGHTNESS, FIELD PERFORMANCE VERIFICATION MAY BE ACCOMPLISHED BY TESTING IN ACCORDANCE WITH ASTM F1417 F2487. APPROPRIATEGINE�
OR
C600 - STORM WATER MANAGEMENT POND NOTES AND DETAILS
//
RETAINING WALLS, PREPARED, SIGNED, AND SEALED BY A THIRD PARTY PROFESSIONAL ENGINEER
CONTRACTOR NOTES
SAFETY PRECAUTIONS MUST BE USED WHEN FIELD TESTING ANY PIPE MATERIAL. CONTACT THE MANUFACTURER FOR RECOMMENDED LEAKAGE RATES.
�ii,� McCU \\\\\\�
/��
FOR REVIEW AND APPROVAL.
POLYPROPYLENE COMPOUND FOR PIPE AND FITTING PRODUCTION SHALL BE IMPACT MODIFIED COPOLYMER MEETING THE MATERIAL REQUIREMENTS OF ASTM
C601 - STORM WATER MANAGEMENT POND NOTES AND DETAILS
IImIIIIIN1111��
F2881, SECTION 5 AND AASHTO M330, SECTION 6.1. INSTALLATION SHALL BE IN ACCORDANCE WITH ASTM D2321 AND ADS RECOMMENDED INSTALLATION
Z
14. NON-STANDARD ITEMS (IE: PAVERS, IRRIGATION SYSTEMS, ETC.) IN ANY RIGHT OF WAY REQUIRE AN
1. UPON SATISFACTION OF SITE ENGINEER INSPECTION, THE SITE ENGINEER SHALL FILE THE NOTICE OF TERMINATION, WHICH SHALL CLOSE THE NPDES PERMIT.
GUIDELINES, WITH THE EXCEPTION THAT MINIMUM COVER IN TRAFFIC AREAS OR 12-THROUGH 48-INCH (300 TO 1200 MM) DIAMETERS SHALL BE ONE
O'� Za"2o2
ENCROACHMENT AGREEMENT WITH THE COUNTY/CITY ENGINEERING DEPARTMENT AND/OR NCDOT
FOOT (0.3 M) AND FOR 60-INCH (1500 MM) DIAMETERS, THE MINIMUM COVER SHALL BE 2 FEET (0.6 M) IN SINGLE RUN APPLICATIONS. BACKFILL FOR MINIMUM
BEFORE INSTALLATION.
2. CONTRACTOR SHALL PROVIDE CONCRETE TRUCK WASHOUT FACILITIES AS DESCRIBED IN THE EROSION CONTROL DETAILS.
°
COVER SITUATIONS SHALL CONSIST OFCLASSI, CLASS 2(MINIMUM 90/oSPD)ORCLASS 3(MINIMUM 95/o)MATERIAL. MAXIMUM FILL HEIGHTS DEPEND ON
D100 - EXISTING CONDITIONS AND DEMOLITION PLAN
EMBEDMENT MATERIAL AND COMPACTION LEVEL; PLEASE REFER TO TECHNICAL NOTE 2.04.
15. THE ENGINEER WILL NOT BE CONTINUOUSLY PRESENT IN THE FIELD. IT IS SPECIFICALLY
3. CONTRACTOR SHALL LOCATE PORTABLE RESTROOM FACILITIES IN SUCH A MANNER SO AS TO PREVENT ANY LEAKAGE OR DISCHARGE INTO SURROUNDING
UNDERSTOOD THAT HE DOES NOT UNDERTAKE OR ASSUME ANY OBLIGATION FOR SUPERVISION OF
WATER BODIES AND/OR DRAINAGE STRUCTURES. PORTABLE RESTROOMS SHALL BE LOCATED ON LEVEL GROUND. PORTABLE RESTROOM FACILITIES SHALL
NOT BE LOCATED WITHIN 50 FEET OF WATERS OF THE STATE AND CATCH BASINS.
16. CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE PROVIDING AND MAINTAINING A COMPLETE EROSION CONTROL SYSTEM AS SHOWN IN THESE PLANS, AS WELL
CONSTRUCTION, SAFETY MEASURES TAKEN DURING THE COURSE OF CONSTRUCTION,
AS ANY ADDITIONAL TEMPORARY SEDIMENT TRAPS, DIVERSION DITCHES, OR OTHER MEASURES REQUIRED TO STABILIZE THE SITE THROUGHOUT THE
E P 100 - PHASE 1 SEDIMENT AND EROSION CONTROL PLAN
RESPONSIBILITY FOR SCHEDULING THE WORK FOR INSURING COMPLETE COMPLIANCE WITH THE
4, CONTRACTOR SHALL PROVIDE A DESIGNATED LOCATION AND MEANS OF ENCLOSING AND/OR CONTAINING ALL CONSTRUCTION RELATED DEBRIS PRIOR TO
THEIR LAWFUL DISPOSAL. THIS CONTAINMENT SHALL PREVENT THE DEBRIS FROM SPREADING OR LEAVING THE SITE.
CONTRACTOR'S CHOSEN SEQUENCE OF WORK. THE CONSTRUCTION SEQUENCE INDICATED HEREIN IS FOR THE CONTRACTOR'S REFERENCE, AND THE
CONTRACTOR SHALL INDEPENDENTLY EVALUATE THE CRITICAL PROJECT MILESTONES IN ORDER TO DETERMINE THE ACTUAL CONSTRUCTION SEQUENCE.
EP200 - PHASE 2 & 3 SEDIMENT AND EROSION CONTROL PLAN
CONTRACT DOCUMENTS, AND/OR ALL CODE REQUIREMENTS, RULES, AND REGULATIONS OF ANY
PUBLIC OR PRIVATE AUTHORITY HAVING JURISDICTION OVER THE WHOLE, OR ANY PART OF THE
5. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL APPLICABLE PERMITS (INCLUDING BUT NOT LIMITED TO NPDES) FOR OFF -SITE BORROW
17. ALL CATCH BASIN COVERS SHALL BE CAST WITH THE PHRASE "NO DUMPING DRAINS TO STREAM". YARD INLETS SHALL BE PERMANENTLY STENCILED/CAST WITH
WORK. IN ADDITION, THE ENGINEER NEITHER UNDERTAKES, ASSUMES, NOR GUARANTEES THE WORK
AND/OR BORROW SITES REQUIRED TO COMPLETE THE GRADING ACTIVITIES INDICATED ON THIS PLAN.
THE SAME PHRASE.
AND/OR PERFORMANCE OF THE CONTRACTOR.
6. CONTRACTOR SHALL VERIFY ALL BENCHMARK INFORMATION INDICATED IN THESE PLANS WITH THE SURVEYOR. MI IS NOT RESPONSIBLE FOR BENCHMARK
PRE - PRE -DEVELOPMENT DRAINAGE MAP
INTERPRETATION OR LOCATION ERRORS,
18. CEPSCI INSPECTIONS SHALL BE PERFORMED BY'QUALIFIED PERSONNEL', AS REQUIRED BY CITY OF HIGH POINT.
16. ALL CONSTRUCTION SHALL COMPLY WITH ALL GOVERNING CODES (LOCAL, STATE AND FEDERAL) AND
POST - POST DEVELOPMENT DRAINAGE MAP
BE CONSTRUCTED IN ACCORDANCE WITH THE SAME.
7. CONTRACTOR IS RESPONSIBLE FOR INSTALLING CONDUIT FOR ELECTRICAL SITE LIGHTING, DATA, TELEPHONE, IRRIGATION AND ELECTRICAL SERVICE.
PROVIDE ONE (1) SPARE FOR EACH SERVICE. COORDINATE WITH OTHER DISCIPLINE DRAWINGS FOR LOCATIONS.
19. CONTRACTOR IS RESPONSIBLE FOR INSTALLING MATTING WHERE SLOPES ARE INDICATED AS 3:1 OR STEEPER, EVEN IF SLOPES ARE GRADED DIFFERENTLY.
17. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HAVE BEEN DETERMINED FROM THE BEST
8. CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING AND RELOCATING EXISTING UTILITIES, INCLUDING ITEMS NOT IDENTIFIED ON PROPOSED PLANS AND SURVEY,
INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE
CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH EACH UTILITY PROVIDER.
SITE DATA SUMMARY
ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY
9. ADEQUATE SITE SECURITY MEASURES SHALL BE PROVIDED BY THE CONTRACTOR TO PREVENT UNAUTHORIZED PERSONNEL FORM ACCESSING THE SITE
DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR ONSITE
DURING/AFTER WORKING HOURS. CONTRACTOR IS ALSO RESPONSIBLE FOR PROVIDING APPROPRIATE AND VISIBLE SIGNAGE TO RESTRICT UNAUTHORIZED
LOCATIONS OF EXISTING UTILITIES.
PERSONNEL FROM THE SITE. ALL VISITORS MUST REGISTER WITH THE SITE SUPERINTENDENT AND NOT BE ALLOWED TO ROAM THE SITE UN -SUPERVISED.
A
PROPERTY INFORMATION
TEMPORARY GATES AND FENCING MAY BE REQUIRED TO ADEQUATELY PROVIDE THIS,
PIN #: 9632-57-0722
18. ALL EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT
10. DURING CONSTRUCTION OF THE RETAINING WALL (IF APPLICABLE), CONTRACTOR IS RESPONSIBLE FOR INSTALLING TEMPORARY FENCING AND SAFETY
LOCATION, OR AS THE ONLY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING
BARRIERS UNTIL FINAL FENCE IS INSTALLED AS A PART OF THE BASE BID. PROPER SAFETY SIGNAGE SHALL BE INSTALLED INDICATING THE WALL. - IF
ADDRESS: 5521 OLD HAYWOOD ROAD, SUITE 1, MILLS RIVER NC 28759
CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE TO
APPLICABLE
DEED BOOK 3058 PAGE 0553
C
ALL UTILITY COMPANIES REGARDING DEMOLITION AND REMOVAL OF ALL SERVICE LINES AND CAP ALL
11. IF AN MSEISEGMENTAL RETAINING WALL IS USED, THE CALCULATIONS AND PLANS SHALL BE PROVIDED BY THE WALL CONTRACTOR AS A PART OF THE BASE BID.
WALL COLORIMATERIALIMANUFACTURER MUST BE APPROVED BY THE ARCHITECT PRIOR TO CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR
SITE ACREAGE: 3.15 ACRES
,
W
LINES BEFORE PROCEEDING WITH THE WORK. UTILITIES TO BE ABANDONED AND LEFT IN PLACE AS
z
ALLOWABLE BY THE ENGINEER SHALL BE GROUTED UNLESS NOTED OTHERWISE ON THE PLANS.
SUBMITTING TO CITY OF HIGH POINT FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. THESE PLANS MUST BE PREPARED BY A REGISTERED NORTH
CAROLINA ENGINEER. INSPECTION RECORDS MUST BE KEPT DURING THE WALL CONSTRUCTION AND PROVIDED TO CITY OF HIGH POINT AND ARCHITECT UPON
REQUEST.
ZONING: MR -MU
O
_
�
O
WATERSHED BASIN: FRENCH BROAD
�_
26. THE NEW GRADES AS SHOWN ARE THE FINISH GRADES UNLESS OTHERWISE SHOWN.
7
Z
12. EXISTING LANDSCAPING SHALL BE PROTECTED DURING ALL PHASES OF CONSTRUCTION.
WATERSHED SUB -BASIN: AVERY CREEK -FRENCH BROAD RIVER
Q
27. THE CONTRACTOR SHALL RESET ALL MANHOLE COVERS, CATCH BASIN GRATES AND ANY OTHER
13. DRIVEWAY AND ROAD PAVEMENT MARKINGS SHALL BE THERMOPLASTIC. DIMENSIONS SHALL CONFORM TO SCDOT STANDARD DRAWINGS.
LO
Q r*_
J
UTILITY ACCESS COVERS TO FINISH PAVEMENT SURFACE OR SIDEWALK GRADE. ALL EXISTINGco
DRIVEWAYS AND CURB CUTS THAT ARE NOT USED SHALL BE REMOVED AND REPLACED WITH A
14. SITE DESIGN IS BASED UPON A FIELD SURVEY WITH A LOCAL HORIZONTAL AND VERTICAL DATUM SHOWN ON THE PLANS. CONTRACTOR SHALL COORDINATE
SETBACKS: FRONT: 75'
C
MATCHING CONCRETE CURB AND GUTTER AND/OR SIDEWALK (IF EXISTING). PROTECT
WITH ORIGINAL SURVEYORS.
SIDE: 30'
z z
1 ■ 1
■z
UNDERGROUND UTILITIES AND THEIR APPURTENANCES TO REMAIN ON SITE FROM DAMAGE DURING
15. STABILIZE ALL NON -PAVED DENUDED SURFACES USING HYDRAULICALLY APPLIED FLEXTERRA FGM IMMEDIATELY AFTER FINISH GRADING AND PRIOR TO FIRST
REAR: 30'
0
CONSTRUCTION OPERATIONS.
RAINFALL THEREAFTER. STRICTLY COMPLY WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND APPLICATION RATES. PROPER PREPARATION OF THE
w
SOIL SHALL BE PERFORMED PRIOR TO INSTALLATION.
28. PROTECT UNDERGROUND UTILITIES AND THEIR APPURTENANCES TO REMAIN ON SITE FROM DAMAGE
16. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH ORIGINAL SURVEYOR TO ESTABLISH TEMPORARY BENCHMARKS DURING CONSTRUCTION. MULTIPLE
LANDSCAPING:
fY]
DURING CONSTRUCTION OPERATIONS.
EXISTING ELEMENTS SHALL BE CHECKED TO INSURE ACCURACY OF TEMPORARY BENCHMARKS.
V !n
Q
29. UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL CLEAN THE ENTIRE SITE OF ALL
17 CONTRACTOR IS RESPONSIBLE FOR INSTALLING A JOB BOX ONSITE AND RAIN GAUGE. JOB BOX SHALL CONTAIN COPIES OF REQUIREMENTS OF 2012 CGP
PERMIT, INSPECTION REPORTS AND ALL APPLICABLE APPROVALS,
STREET YARD BUFFER: 4 TREES
Z �
7
z
CONSTRUCTION RELATED MATERIAL OR DEBRIS TO THE OWNER'S SATISFACTION. CONTRACTOR IS
m
RESPONSIBLE FOR PROVIDING AN ONSITE DUMPSTER OR DEBRIS ENCLOSURE DURING
18. AS PART OF THE BASE BID, THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING TEMPORARY SEEDING IN AREAS NOTED TO RECEIVE SOD AS INTERMEDIATE
3 SHRUBS PER 10' OF STREET FRONTAGE, MINUS THE WIDTH OF THE DRIVEWAYS
o
CONSTRUCTION TO MAINTAIN A CLEAN CONSTRUCTION SITE AND CONCRETE WASHOUT AREA.
EROSION CONTROL PROTECTION BEFORE FINAL LANDSCAPING IS INSTALLS.
J
w
19. CONTRACTOR IS RESPONSIBLE FOR PROVIDING TRAFFIC CONTROL DURING CONSTRUCTION PER NCDOTI CITY OF HIGH POINT REQUIREMENTS.
BUFFER LANDSCAPING: BUFFER LANDSCAPING PROVIDED DURING INITIAL CONSTRUCTION.
=
W
31. ASPHALT PAVING SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS AND THE NCDOT
o
=
STANDARD SPECIFICATION FOR HIGHWAY CONSTRUCTION. CONTRACTOR SHALL PROVIDE ALL
20. INLET PROTECTION SHALL BE PROVIDED AT EACH INSTALLED INLET DURING CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR CONTINUING MAINTENANCE.
C 3
REQUIRED STRIPING AND SIGNAGE FOR WORK IN NCDOT RIGHT OF WAY.
21. DURING CONSTRUCTION, SEDIMENT AND EROSION CONTROL BMP-S MAY NEED TO BE MOVED OR ADJUSTED IN ORDER TO ACHIEVE FINAL GRADES AND PRIOR
cv
LO
O L
TO FINAL STABILIZATION. THE CONTRACTOR IS RESPONSIBLE FOR MAKING THESE FIELD ADJUSTMENTS AS NECESSARY TO ACHIEVE FINAL GRADES AS A PART
C0
32. ALL SITE WORK RELATED TO CAST -IN -PLACE CONCRETE SHALL BE 4,000 PSI COMPRESSIVE
OF THE BASE BID. THIS ITEMS MAY INCLUDE SILT FENCE, INLET PROTECTION, RIP RAP OUTLET PROTECTION, CHECK DAMS, ETC.
Q
LLJ
STRENGTH AT 28 DAYS (UNLESS NOTED OTHERWISE).
22. FOR AREAS TO RECEIVE SOD, CONTRACTOR SHALL INCLUDE THE COST TO REMOVE TEMPORARY GRASS, FINE GRADE, ESTABLISH TOP SOIL AND INSTALL SOD.
J
O
TEMPORARY IRRIGATION MAY NEED BE REQUIRED TO ESTABLISH MATERIAL. COORDINATE WITH GENERAL CONTRACTOR TO DETERMINE LANDSCAPE SCOPE
Q
33. CONTRACTOR IS RESPONSIBLE FOR PERFORMING ALL WORK IN ACCORDANCE WITH OSHA
OF WORK.
STANDARDS.
23. NO MECHANICAL GRADING SHALL OCCUR OUTSIDE THE LIMITS OF DISTURBANCE. WHERE LANDSCAPING IS TO BE INSTALLED OUTSIDE THE LIMITS OF
41
34. CONTRACTOR IS RESPONSIBLE FOR PERFORMING ALL WORK WITHIN THE NCDOT AND/OR COUNTY
DISTURBANCE, THE CONTRACTOR SHALL USE APPROPRIATE INDUSTRY STANDARD METHODS OF EXCAVATING THE APPROPRIATE HOLE AND INSTALLING THE
PLANT MATERIAL.
V
+,
N
RIW PER MUTCD SAFETY STANDARDS.
,)
o
N
Q) +�
(N H
35. 2012 CGP IS CONSIDERED A PART OF THESE DRAWINGS AS AN APPENDIX. CONTRACTOR IS
Engineer
RESPONSIBLE FOR DOWNLOADING A COPY FROM NCDEQ WEBSITE AND KEEP ONSITE DURING
CONSTRUCTION.
JDM
Drawn By
36. THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) IS CONSIDERED A PART OF THESE
DRAWINGS AND PLANS. THE CONTRACTOR AND ITS SUB -CONTRACTORS ARE RESPONSIBLE FOR
CW J
KEY PROJECT NOTES
READING AND BEING FAMILIAR WITH THE REQUIREMENTS AND RECOMMENDATIONS DETAILED IN THIS
Date
REPORT. A COPY OF THIS REPORT SHALL REMAIN ONSITE DURING CONSTRUCTION.
APRIL 2022
. SITE DESIGN IS BASED UPON A FIELD SURVEY WITH A LOCAL HORIZONTAL AND VERTICAL DATUM. COORDINATE WITH ORIGINAL SURVEY FILE.
Revisions
• ALL DISTANCES AND DATA SHALL BE CHECKED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION, IN CASE OF CONFLICT, THE
A ISSUE FOR PERMIT REVIEW 05.25.22
ENGINEER SHALL BE NOTIFIED IMMEDIATELY SO THAT CLARIFICATIONS MAY BE MADE PRIOR TO THE START OF WORK
B REVISED PLANS 07.20.22
. SITE WORK CONTRACTOR SHALL COORDINATE WITH ELECTRICAL SITE PLAN AND LANDSCAPING PLAN FOR SLEEVES REQUIRED UNDERNEATH
PROPOSED PAVEMENT FOR INSTALLATION, ALL SLEEVES SHALL BE APPROPRIATELY MARKEDICAPPED FOR USE AT A LATER DATE.
. ONLY DELINEATED POINTS OF INGRESSIEGRESS SHALL BE UTILIZED DURING CONSTRUCTION. ADEQUATE SITE SECURITY MEASURES SHALL BE
PROVIDED BY THE CONTRACTORS TO PREVENT UNAUTHORIZED PERSONNEL FROM ACCESSING THE SITE DURING/AFTER WORKING HOURS.
CONTRACTOR IS RESPONSIBLE FOR PROVIDING APPROPRIATE AND VISIBLE SIGNAGE TO RESTRICT UNAUTHORIZED PERSONNEL FROM THE SITE.
�� ■
ALL VISITORS MUST REGISTER WITH SITE SUPERINTENDENT
l'
Project Number
. THE CONTRACTOR SHALL REQUEST INSPECTION BY THE ENGINEER AT LEAST 30 DAYS PRIOR TO THE DESIRED SITE WORK CLOSEOUT DATE. ALL
dig.
r
GRASSINGILANDSCAPING:
APPLICABLE AS -BUILT INFORMATION SHALL BE PROVIDED TO THE ENGINEER FOR REVIEW BEFORE THIS INSPECTION.
CONTRACTOR SHALL REFER TO GRASSING NOTES AND DETAILS FOR FURTHER
THE UTILITIES SHOWN ARE SHOWN FOR THE CONTRACTOR'S CONVENIENCE
2273.001
INFORMATION. CONTRACTOR SHALL ALSO COORDINATE WITH LANDSCAPE PLANS FOR
• THE CONTRACTOR SHALL PROVIDE THE SITE ENGINEER WITH AN AS -BUILT SURVEY (PREPARED BY A LICENSED SOUTH CAROLINA SURVEYOR PER
ONLY. THERE MAY BE OTHER UTILITIES NOT SHOWN ON THESE PLANS. THE
AREAS TO RECEIVE SOD. AREAS TO RECEIVE SOD MAY REQUIRE TEMPORARY GRASSING.
CITY OF HIGH POINT 1 NCDEQ REQUIREMENTS) OF ALL SITE IMPROVEMENTS WITH DETAILS PROVIDED REGARDING THE UTILITIES AND STORM
PERMANENT GRASSING (NON SOD AREAS) AREAS SHALL RECEIVE HYDRAULICALLY APPLIED
DRAINAGE INVERTS,SIZES, AND MATERIALS. PLEASE CONTACT THE SITE ENGINEER AT 864-582-0585 TO CONFIRM THE AS -BUILT REQUIREMENTS. IF
ENGINEER ASSUMES NO RESPONSIBILITY FOR THE LOCATIONS SHOWN AND IT
Sheet
FLEXTERRA FGM IMMEDIATELY AFTER FINISHING GRADING AND PRIOR TO FIRST RAINFALL
ADDITIONAL AS-BUILTS (DUE TO THE PONDS NOT BEING CONSTRUCTED PER APPROVED PLANS) ARE REQUIRED CONTRACTOR IS RESPONSIBLE
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATIONS OF
EVENT. APPLICATION AND INSTALLATION OF FLEXTERRA SHALL STRICTLY COMPLY WITH
. EXISTING LANDSCAPING SHALL BE PROTECTED DURING ALL PHASES OF CONSTRUCTION.
ALL UTILITIES WITHIN THE LIMITS OF THE WORK. ALL DAMAGE MADE TO
MANUFACTURERS RECOMMENDATIONS.
EXISTING UTILITIES BY THE CONTRACTOR SHALL BE THE SOLE RESPONSIBILITY
• CONTRACTOR SHALL COORDINATE WITH THE ARCHITECT & PROJECT OWNER/DEVELOPER FOR PROPOSED LAY DOWN STORAGE AREA AND OFFICE
OF THE CONTRACTOR.
C000
TRAILER LOCATION.