NCC214199_Site Plan or Location Map_20210721

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ACCESSABILITY NOTES: 1111pl- OUGH
1. SPECIAL ATTENTION SHALL BE GIVEN TO COMPLIANCE WITH THE AMERICANS WITH DISABILITIES ACT STADARDS FOR ACCESSIBLE DESIGN(ADAAG), UTILITY NOTES 61
INTRNATIONAL BUILDING CODE AND APPLICABLE LOCAL LAWS AND REGULATIONS. SITE DATA ZONING DATA
2. IT IS ESSENTIAL THAT THE CONTRACTORS ARE AWARE OF THE SITE ACCESSIBILITY REQUIREMENTS. THESE NOTES, PLANS,AND DETAILS HAVE BEEN 1. EXISTING UTILITIES SHOWN ARE FOR REFERENCE ONLY. CONTRACTOR SHALL VERIFY 40 \_ONGP of TON EM REQUIRED ACTUAL
-01 DISTRICT
PREPARED TO COMPLY WITH THE ADAAG AND INTERNATIONAL BUILDING CODE. IF THE SLOPES,GRADES AND DIMENSIONS ARE NOT ACHIEVABLE,THE WITH UTILITY COMPANIES THE EXACT LOCATION, SIZE, AND DEPTH OF UNDERGROUND ' 85 ROP 1. PROPERTY OWNER/DEVELOPER
CONTRACTOR IS REQUIRED TO CONTACT THE OWNER IMMEDIATELY AND BEFORE MOVING FORWARD WITH THE WORK. UTILITY LINES. Samet Corporation ----------------------------------------------------------------------------------------------
2. ALL UTILITY STRUCTURES MANHOLES, POWER POLES, ETC. VISIBLE AT THE GROUND ' S� 309 Gallimore Dairy Road Suite 102 MIN.LOT SIZE 15,000 SF 976,615 sf
3 SHALL NOT THE RPROCEED WITH ACTOR SHALL NOTIFY
THE WORK OUNTIL RTHE CONFLICT HA AND ENGINEER S F BEEN R ANY OESOLVED NFILCTS BETWEEN
CLAIM SHALL BOETMADE BY THE ES, PLANS, NCONTACTOR OR DELAY D DETAILS. THE CONTRACTOR ( ) IB t✓FzO�E Greensboro NC 27409 MIN LOT COVERAGE 75% 8.69% -
SURFACE WERE FIELD LOCATED. THERE MAY BE OTHER UNDERGROUND UTILITIES ON EEN Q P MIN.LOT WIDTH N/A 835'
DAMAGES AS A RESULT OF THE RESOLUTION OF ANY SUCH CONFILCTS. THIS SITE WHICH ARE NOT 3. THE CONTRACTOR SHALL VISIT WSITOEN THE PLANS.AND VERIFY THE ELEVATION AND LOCATION OF ALL GR J /r/��A PH: 336-544-2600 MIN OPEN SPACE 5% 91.31%
RAMP NOTES: UTILITIES BY VARIOUS MEANS PRIOR TO BEGINNING ANY ANY EXCAVATION. TEST PITS � 9J 2. TAX MAP/PARCEL ID#112469 MIN.SETBACKS(BUILDING)
SHALL BE DUG AT ALL LOCATIONS WHERE PROPOSED SANITARY SEWERS AND WHERE 'p/ GPIN-8854009114 FRONT(STREET) 25 FT 143.01 FT
1. ANY PART OF AN ACCESSIBLE ROUTE WITH A RUNNING SLOPE GREATER THAN 5%SHALL BE CONSIDERED A RAMP. PROPOSED STORM PIPING WILL CROSS EXISTING UTILITIES, AND THE HORIZONTAL AND
C REAR 15 FT 680 FT
2. THE MAXUMUM RUNNING SLOPE FOR A RAMP SHALL BE 8.33%AND THE MAXIMUM CROSS SLOPE SHALL BE 2.0% VERTICAL LOCATIONS OF THE UTILITIES SHALL BE DETERMINED. THE CONTRACTOR SHALL = - 3. REFERENCES SIDE 10 FT 155 FT triaddesigngroup
3. THE CLEAR WIDTH OF A RAMP RUN SHALL BE THIRTY SIX 36 INCHES MINIMUM. WHERE HANDRAILS ARE PROVIDED ON THE RAMP RUN,THE CLEAR CONTACT THE CIVIL ENGINEER IN THE EVENT OF ANY DISCOVERED OR UNFORESEEN Q 9� D.B.3441, PG.697
( ) & PB 077 PG 109 MAX. BLDG. HGT. 50/5 30'
WIDTH SHALL BE MEASURED BETWEEN THE HANDRAILS. CONFLICTS BETWEEN EXISTING AND PROPOSED SANITARY SEWERS, SO STORM PIPING Architecture I Engineering I Interior Design
AND UTILITIES SO HAT AN APPROPRIATE MODIFICATION MAY BE MADE. ��24. THE RISE FOR ANY RAMP RUN SHALL BE THIRTY INCHES MAXIMUM. 4. COORDINATE BUILDING UTILITY CONNECTION LOCATIONS WITH ARCHITECTURAL, MEP AND �'ps Z N 4. ADDRESS PARKING
5. LANDINGS SHALL BE PROVIDED AT THE TOP AND BOTTOM OF RAMPS. LANDINGS SHALL HAVE A SLOPE NOT STEEPER THAN 2.0%IN ANY DIRECTION. THE STRUCTURAL DRAWINGS WITH THE OWNERS CONSTRUCTION MANAGER. . ��� P,oP PL Huffman Mill Road
LANDING CLEAR WIDTH SHALL BE AT LEAST AS WIDE AS THE WIDEST RAMP RUN LEADING TO THE LANDING. THE LANDING CLEAR LENGTH SHALL BE 5. ELECTRICAL AND TELEPHONE LINES SHOWN FOR CO-ORDINATION ONLY. SEE ELECTRICAL O P- G\ON _ �� Burlington NC REQUIRED PARKING
E SIXTY(60)INCHES LONG MINIMUM. RAMPS THAT CHANGE DIRECTION BETWEEN RUNS AT LANDINGS SHALL HAVE A CLEAR LANDING OF SIXTY(60)INCHES PLANS FOR SITE LIGHTING,TELEPHONE,AND POWER LOCATIONS. T R��O\��Ft 0 �� 4 SPACES/Doctor(MEDICAL OFFICE) E
BY SIXTY(60)INCHES MINIMUM. 6. UTILITY CONNECTION DESIGN AS REFLECTED ON THE PLAN MAY CHANGE SUBJECT TO G ,, �O �JP 5. ZONING DISTRICT
6. RAMP RUNS WITH A RISE GREATER THAN SIX INCHES OR A HORIZONTAL PROJECTION GREATER THAN SEVENTY-TWO(72)INCHES SHALL HAVE UTILITY PROVIDER AND GOVERNING AUTHORITY STAFF REVIEW. OI-Office Institutional PROPOSED BUILDING(USE)-MEDICAL OFFICE
HANDRAILS ON BOTH SIDES COMPLYING WITH THE ADAAG AND IBC REQUIREMENTS. 7. THE CONTRACTOR SHALL ENSURE THAT ALL UTILITY PROVIDERS AND GOVERNING G �O 12 DOCTORS- 48 SPACES RQD 109 SPACES PROVIDED
7. FLOOR SURFACES OF RAMPS AND LANDINGS SHALL BE STABLE, FIRM AND SLIP RESISTANT. AUTHORITY STANDARDS FOR MATERIALS AND CONSTRUCTION METHODS ARE MET. THE 6. EXISTING USE: UNDEVELOPED
8. EDGE PROTECTION COMPLYING WITH ADAAG AND IBC REQUIREMENTS SHALL BE PROVIDED ON EACH SIDE OF RAMP RUNS AND ON EACH SIDE OF RAMP CONTRACTOR SHALL PERFORM PROPER COORDINATION WITH THE RESPECTIVE UTILITY
LANDINGS. PROVIDER. 7. RIVER BASIN:CAPE FEAR
9. WHERE DOORWAYS ARE LOCATED ADJACENT TO A RAMP LANDING,MANUEVERING CLEARANCES REQUIRED BY ADAAG AND IBC REQUIREMENTS SHALL 8. ALL WATER LINE CROSSINGS OF SANITARY OR STORM SEWERS SHALL PROVIDE A
MINIMUM VERTICAL SEPARATION OF 18". 8. SOIL:CnB2,CnD2,EnD,Eo62, EoC2, Triad Design Group, P.C.
BE PERMITTED TO OVERLAP THE REQUIRED LANDING AREA. WHERE DOORS THAT ARE SUBJECT TO LOCKING ARE ADJACENT TO A RAMP LANDING, SITE g
LANDINGS SHALL BE SIZED TO PRIVIDE A COMPLIANT TURNING SPACE. 9. ALL WATER LINES ARE TO HAVE A MINIMUM COVER OF 48"OVER TOP OF PIPE.
10. SITE UTILITY PLANS DETAILS SITE INSTALLED PIPES UP TO 5' FROM THE BUILDING FACE. 9. TRACT SIZE=22.42+/-ACRES 4807-C Koger Boulevard
CURB RAMP NOTES: REFER TO ARCHITECTURAL AND MEP DRAWINGS FOR BUILDINGS CONNECTIONS. SITE EXISTING IMPERVIOUS AREA:0.00 ACRES(0.00%)
CONTRACTOR SHALL SUPPLY AND INSTALL PIPE ADAPTERS AS NECESSARY AT BUILDING PROPOSED IMPERVIOUS AREA: 1.95 ACRES(8.69/°) Greensboro, NC 27407
1. THE MAXIMUM RUNNING SLOPE OF A CURB RAMP SHALL BE 8.33%AND THE MAXIMUM CROSS SLOPE SHALL BE 2.0% CONNECTION POINT OR AT EXISTING UTILITY OR PIPE CONNECTION POINT. DISTURBED AREA= 10.70 ACRES(47.73%)
2. COUNTER SLOPES OF ADJONING GUTTERS AND ROAD SURFACES IMMEDIATLEY ADJACENT TO THE CURB RAMP SHALL NOT BE STEEPER THAN 5%. THE 11. CONTRACTOR SHALL INCLUDE IN HIS BID THE COST FOR WATER INSPECTION, SEWER TAP VICINITY MAP Telephone [phone]
ADJACENT SURFACES AT TRANSITIONS AT CURB RAMPS TO WALKS,GUTTERS AND STREETS SHALL BE AT THE SAME LEVEL. FEES, WATER AND SEWER INSPECTION FEES, WATER METER, CAPACITY USE FEES, N.T.S. NOTES Facsimile 336-218-8010
3. THE CLEAR WIDTH OF A CURB RAMP SHALL BE SIXTY(60)INCHES MINIMIM,EXCLUSIVE OF FLARED SIDES, IF PROVIDED. CONNECTION COSTS,AND BONDING(IF REQUIRED).
12. THE CONTRACTOR SHALL ARRANGE FOR AND COORDINATE WITH THE RESPECTIVE UTILITY 1. SUBJECT PARCEL IS LOCATED IN ZONE "X" MINIMAL FLOOD RISK www.triad-designgroup.com
4. LANDINGS SHALL BE PROVIDED AT THE TOP OF CURB RAMPS. THE CLEAR LENGTH OF THE LANDING SHALL BE THIRTY SIX (36)INCHES MINIMUM. THE PROVIDERS FOR SERVICE INSTALLATIONS AND CONNECTION. THE CONTRACTOR SHALL AREA, AND ZONE AE ACCORDING TO NORTH CAROLINA FLOOD MAP
CLEAR WIDTH OF THE LANDING SHALL BE AT LEAST AS WIDE AS THE CURB RAMP,EXCLUDING THE FLARED SIDES,LEADING TO THE LANDING. LANDINGS COORDINATE WORK TO BE PERFORMED BY THE VARIOUS UTILITY PROVIDERS AND SHALL SHEET INDEX NO. 3710702013011314, ZONE X IS THE FLOOD INSURANCE RATE
SHALL HAVE A SLOPE NOT STEEPER THAN 2%IN ANY DIRECTION. PAY ALL FEES FOR CONNECTIONS, DISCONNECTIONS, RELOCATIONS, AND DEMOLITION ZONE THAT CORRESPONDS TO AREAS OUTSIDE THE 0.2% ANNUAL NC Architecture Reg. 50709
5. IF A CURB RAMP IS LOCATED WHERE PEDESTRIANS MUST WALK ACROSS THE RAMP,OR WHERE IT IS NOT PROTECTED BY HANDRAILS OR GURADRAILS, UNLESS OTHERWISE STATED IN THE PROJECT SPECIFICATIONS MANUAL AND OR GENERAL CHANCE FLOODPLAIN, AREAS WITHIN THE 0.2% ANNUAL CHANCE NC Engineering Lic. C-1108
IT SHALL HAVE FLARED SIDES. CONDITIONS OF THE CONTRACT. • C1 00 SITE NOTES, LEGENDS, & SHEET INDEX FLOODPLAIN, AND TO AREAS OF 1% ANNUAL CHANCE FLOODING
6. WHERE PROVIDED,CURB RAMP FLARES SHALL NOT EXCEED 10%IF THE CLEAR LENGTH OF THE LANDING IS THESS THAN FOURTY EIGHT(48)INCHES 13. SEPARATION - INSTALL WATER MAINS AT LEAST 10 FEET LATERALLY FROM EXISTING OR WHERE AVERAGE DEPTHS ARE LESS THAN 1 FOOT, AREAS OF 1%
C101 SITE NOTES �111 !!!
THEN THE SIDE SLOPES SHALL NOT EXCEED 8.33% PROPOSED SEWERS, UNLESS CONDITIONS PREVENT A 10-FOOT SEPARATION. WHERE A ANNUAL CHANCE FLOODING WHERE THE CONTRIBUTING DRAINAGE \� �/
7. CURB RAMPS AND THE FLARED SIDES OF CURB RAMPS SHALL BE LOCATED SO THAT THEY DO NOT PROJECT INTO VEHICULAR TRAFFIC LANES, PARKING 10-FOOT LATERAL SEPARATION IS NOT PROVIDED, THE WATER MAIN SHALL BE LAID IN A • C1 02 DEMOLITION PLAN AREA IS LESS THAN I SQUARE MILE, AND AREAS PROTECTED FROM `���S\GN GR6 11/
SEPARATE TRENCH OR IN THE SAME TRENCH AS THE SEWER ON A BENCH OF C103 OVERALL SITE PLAN THE 1/° ANNUAL CHANCE FLOOD BY LEVEES. NO BASE FLOOD O �oR?041 G,o ;SPACES OR PARKING ACCESS AISLES. CURBS AT MARKED CROSSIINGS SHALL BE WHOLLY CONTAINED WITHIN THE MARKINGS EXCULDING ANY FLARED UNDISTURBED EARTH WITH A MINIMUM VERTICAL SEPARATION OF 18 INCHES FROM THE • ELEVATIONS OR DEPTHS ARE SHOWN WITHIN THIS ZONE.
SIDES. F
TOP OF THE SEWER TO THE BOTTOM OF THE WATER MAIN. C104 ENLARGED SITE PLAN o;
8. CURB RAMPS SHALL BE LOCATED OR PROTECTED TO PREVENT THEIR OBSTRUCTIONS BY PARKED VEHICLES. 14. A ONE FOOT MINIMUM VERTICAL CLEARANCE BETWEEN WATER, GAS, ELECTRICAL, AND C105 OVERALL UTILITY PLAN =F SEAL 9. CURB RAMPS SHALL HAVE A TWENTY FOUR(24)INCH DEEP DETECTABLE WARING COMPLYING WITH ADDAG, EXTENDING THE FULL WIDTH OF THE RAMP. TELEPHONE LINES AND STROM PIPING SHALL BE PROVIDED. A SIX INCH MINIMUM - - -C7-
REFER TO DETECTABLE WARNING DETAILS AND NOTES FOR PLACEMENT,ORIENTATION AND NOTES. CLEARANCE SHALL BE MAINTAINED BETWEEN STORM PIPING AND SANITARY SEWER WITH C106 ENLARGED UTILITY PLAN %�= 11
10. FLOOR SURFACES OF CURB RAMPS SHALL BE DEEP GROOVED,'/2 INCH WIDE BY INCH DEEP,ONE(1)INCH CENTERS TRANSVERSE TO THE RAMP. A CONCRETE ENCASEMENT. C1 07 OVERALL GRADING & DRAINAGE PLAN '-A
CLEARANCE CARo��`�"
11. WHERE PROVIDED,STOP LINES SHALL BE LOCATED IN ADVANCE OF CURB RAMP. 15. ALL EXISTING PAVEMENT WHERE UTILITY PIPING IS TO BE INSTALLED SHALL BE SAW CUT \
12. WHERE PROVIDED, PEDESTRIAN ACTIVATED SIGNALS SHALL BE LOCATED ADJACENT TO THE SIDEWALK AND NOT ON THE SIDEWALK. AFTER UTILITY INSTALLATION IS COMPLETED, THE CONTRACTOR SHALL INSTALL C1 08 ENLARGED GRADING & DRAINAGE PLAN %� 1 9'g 4 \\11�
13. WHERE PROVIDED, DRAINAGE INLETS SHALL BE LOCATED UPSTREAM OF CURB RAMPS AND NOT IN THE RAMP AREA. TEMPORARY AND/OR PERMANENT PAVEMENT REPAIR AS DETAILED ON THE DRAWINGS OR C109 PLAN & PROFILE ��//! III►���
14. CURB RAMP TYPE AND LOCATION ARE PER PLAN. AS REQUIRED BY THE OWNER HAVING JURISDICTION UNLESS NOTED IN THE PLANS AS • C110 SANITARY SEWER PLAN & PROFILE STA 10+00 - STA 21+00
OTHERWISE. �QpDt100000pa��
ACCESSIBLE ROUTE NOTES; 16. ALL WATER MAINS, WATER SERVICES,AND SANITARY SEWER LATERALS SHALL CONFORM • C111 SANITARY SEWER PLAN & PROFILE STA 21+00 - STA 26+00 ,6°ra CAP C) 0
TO THE APPLICABLE WATER UTILITY PROVIDER SPECIFICATIONS,AND TO THE APPLICABLE • C201 SITE DETAILS o°�Ud.°°SQS�sl�°.. a
1. AT LEAST ONE ACCESSIBLE ROUTE SHALL BE PROVIDED WITHIN THE SITE FROM ACCESSIBLE PARKING SPACES AND ACCESSIBLE PASSENGER LOADING SANITARY SEWER PROVIDER SPECIFICATIONS, AS WELL AS TO OTHER APPLICABLE o 4° � O ,
ZONES; PUBLIC STREETS OR SIDEWALKS;AND PUBLIC TRANSPORTATION STOPS TO THE ACCESSIBLE BUILDING OR FACILITY THEY SERVE. INDUSTRY CODES(AWWA)AND PROJECT SPECIFICATIONS FOR POTABLE WATER SYSTEMS, C202 SITE DETAILS SURVEY LEGEND PROPOSED LEGEND °
2. AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDINGS,ACCESSIBLE FACILITIES,ACCESSIBLE ELEMENTS,AND ACCESSIBLE AND FOR SANITARY SEWER SYSTEMS. C203 UTILITY DETAILS � �'
SPACES THAT ARE ON THE SAME SITE. 17. ALL PIPES ARE TO BE LAID ON STRAIGHT ALIGNMENTS AND EVEN GRADES USING A PIPE c o
D 3. WALKING SURFACES SHALL HAVE A MAXIMUM RUNNING SLOPE OF 5.0%AND A MAXIMUM OF CROSS SLOPE OF 2.0% LASER OR OTHER ACCURATE METHOD. C204 UTILITY DETAILS BENCHMARK O NEW IRON P/PE D
4. ANY WALKING SURFACE WITH A RUNNING SLOPE GREATER THAN 5.0%IS A RAMP AND SHALL COMPLY WITH THE GUIDELINES FOR RAMPS OR CURB 18. THE CONTRACTOR SHALL COMPACT THE PIPE BACKFILL IN 6" LIFTS ACCORDING TO THE • C205 POND DETAILS MANHOLE f 3
IF
RAMPS. 19. CONTRACTOR PIPE BEDDINGDSHALLS PROVIDE STEEL AND PER THEESSLEE ESCAL AND ANONUILARDSPAOCE SANDAFILLL FOR • NCGO1 NCGO1 DETAILS © CATCH BASIN [El POWER PEDESTAL " 04! Nd° a° a�
5. TRANSITIONS BETWEEN RAMPS,WALKS, LANDINGS,GUTTERS OR STREETS SHALL BE FLUSH AND FREE OF ABRUPT VERTICAL CHANGES(1/4 INCH �o
UTILITY PIPE AND CONDUIT CONNECTIONS UNDER FOOTINGS. • EC101 PHASE 1 EROSION CONTROL PLAN � HYDRANT ;� o��i0aao W ti©
a�000q°�
MAXIMUM VERTICAL CHANGE IN LEVEL). ® CLEAN OUT POLE
20. CONTRACTOR SHALL PROVIDE ALL BENDS, FITTINGS, ADAPTERS, ETC, AS REQUIRED FOR
6. FLOOR SURFACES SHALL BE STABLE, FIRM AND SLIP RESISTANT. PIPE CONNECTIONS TO BUILDING STUB OUTS, INCLUDING ROOF/FOOTING DRAIN • EC102 PHASE 2 EROSION CONTROL PLAN WATER METER •
7. THE MINIMUM CLEAR WIDTH SHALL BE THIRTY-TWO(32)INCHES FOR A ROUTE SEGMENT LENGTH LESS THAN TWENTY FOUR(24)CONSECUTIVE CONNECTIONS TO ROOF LEADERS AND TO STROM DRAINAGE SYSTEM. • EC201 EROSION CONTROL DETAILS DI DROP INLET 0 SANITARY MANHOLE JUNE 11, 2021
SEGMENTS OF THIRTY-TWO(32)INCHES IN WIDTH MUST BE SEPARATED BY A ROUTE SEGMENT FOURTY EIGHT(48)INCHES MINIMUM IN LENGTH AND 21. RELOCATION OF UTILITY PROVIDER FACILITIES SHALL BE DONE IN ACCORDANCE WITH THE EC202 EROSION CONTROL DETAILS Q ELECTRIC MANHOLE SHRUB PR❑FESSI❑NAL ❑F REC❑RDI
THIRTY SIX(36)INCHES MINIMUM IN WIDTH. REQUIREMENTS OF THE UTILITY PROVIDER. • WATER VALVE 9
8. THE MINIMUM CLEAR WIDTH SHALL BE THIRTY SIX(36)INCHES FOR A ROUTE SEGMENT LENGTH GREATER THAN TWENTY FOUR(24)INCHES. 22. THE SITE CONTRACTOR SHALL ARRANGE AND COORDINATE WITH THEIR UTILITY • SP101 ROAD STRIPING PLAN MATTHEW W J❑HNS❑N, P.E.
9. WHERE AN ACCESSIBLE ROUTE MAKES A 180 DEGREE TURN AROUND AN OBJECT THAT IS LESS THAN FOURTY-EIGHT(48)INCHES IN WIDTH,CLEAR PROVIDERS FOR WORK TO BE PERFORMED BY THE UTILITY PROVIDERS. THE © GAS MANHOLE _U_ SIGN
CLEAN OU T ®
CONTRACTOR SHALL PAY ALL UTILITY FEES UNLESS OTHERWISE STATED OTHERWISE. This drawing&the details herein,as an instrument of
WIDTH SHALL BE FOURTY TWO(42)INCHES MINIMUM APPROACHING THE TURN. THE CLEAR WIDTH APPROACHING AND LEAVING THE TURN MAY BE GV
THIRTY-SIX(36)INCHES MINIMUM WHEN THE CLEAR WIDTH AT THE TURN IS SIXTY(60)INCHES MINIMUM. 23. ELECTRICAL AND TELECOMMUNICATION SERVICES SHALL BE INSTALLED UNDERGROUND IV GAS VALVE (D STORM DRAINAGE MANHOLE service,is the property of Triad Design Group,PC,and
may be used only for this specific project and shall not
10. AN ACCESSIBLE ROUTE WITH A CLEAR WIDTH LESS THAN SIXTY(60)INCHES SHALL PROVIDE PASSING SPACES AT INTERVALS OF TWO HUNDERED(200) FROM AN EXISTING SERVICE POLE. THE CONTRACTOR SHALL PROVIDE AND INSTALL AND INLET ■ be loaned,copied,or reproduced in any form without
FEET MAXIMUM. PASSING SPACES SHALL BE EITHER A SIXTY 60 INCH BY SIXTY 60 INCH MINIMUM SPACE;OR AN INTERSECTION OF TWO 2 WALKING BACKFILL (3)4-INCH PVC CONDUITS FOR TELECOMMUNICATIONS SERVICE, (3)4-INCH PVC ® GAS METER T❑ TELEPHONE PEDESTAL expressed written consent from Triad Design Group,
( ) ( ) ( ) PC. Copyright©2020. Triad Design Group, PC,All
SURFACES THAT PROVIDE A COMPLIANT T-SHAPED TURNING SPACE, PROVIDED THAT BASE AND ARMS OF THE T-SHAPED SPACE EXTEND FOURTY-EIGHT CONDUITS FOR ELECTRIC SERVICE PRIMARY, PVC CONDUITS FOR ELECTRICAL - rights reserved.
(48)INCHES MINIMUM BEYOND THE INTERSECTION. SECONDARY PER BUILDING ELECTRICAL PLANS (SCHEDULE 80 UNDER PAVEMENT, HYDRANT TREE TEE (-
SCHEDULE 40 IN NON PAVEMENT AREAS. SERVICES MAY BE INSTALLED IN A COMMON CD Triad Design Group,PC,shall not be responsible for
11. DOORS,DOORWAYS AND GATES THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH ADAAG AND IBC REQUIREMENTS. CLEARANCE BETWEEN. MINIMUM COVER IS 36" ON ELECTRICAL EXISTING IRON PIPE O WATER METER 90` BEND I-
construction means, methods,techniques,or
procedures utilied by the contractor,nor for the safety
TRENCH WITH 12"
12. DIRECTIONAL SIGNAGE INDICATING THE ROUTE TO THE NEARSET ACCESSBILE BUILDING ENTRANCE SHALL BE PROVIDED AT AN ACCESSIBLE BUILDING CONDUITS AND 24" ON TELECOMMUNICATION CONDUITS. SERVICES SHALL BE MARKED of public or contractor'sz employees;or for the failure of
ENTRANCES. WITH MAGNETIC LOCATOR TAPE AND SHALL BE BEDDED, INSTALLED, AND BACKFILLED IN the contractort docu enthe work in accordance with
✓UNCTION BOX W WATER MANHOLE � the contract documents.
13. WHERE POSSIBLE, DRAINAGE INLETS SHALL NOT BE LOCATED ON AN ACCESSIBLE ROUTE IN THE EVENT THAT A DRAINGAGE INLET MUST BE LOCATED ACCORDANCE WITH THE ELECTRIC UTILITY PROVIDER, AND TELECOMMUNICATIONS 45` BEND -
ON AN ACCESSBILE ROUTE,THE GRATE SHALL COMPLY WITH ADAAG REQUIREMENTS. COMPANY STANDARDS. GALVANIZED STEEL ELECTRICAL CONDUIT SHALL BE USED AT LAMP ® WATER VALVE
POLE AND TRANSFORMER LOCATIONS, INSTALL HAND HOLES AS REQUIRED TO FACILITATE GUARDRAIL
PARKING SPACE NOTES; INSTALLATION AND AS REQUIRED BY UTILITY PROVIDER. INSTALL TRAFFIC LOAD F MAILBOX (9 WELL
QUALIFIED HAND HOLES IN VEHICULAR AREAS. INSTALL CONCRETE ENCASEMENT ON MB
1. ACCESSIBLE PARKING SPACES SHALL BE LOCATED ON THE SHORTEST ROUTES OF TRAVEL FROM ADJACENT PARKING TO AN ACCESSIBLE BUILDING PRIMARY ELECTRIC CONDUITS IF REQUIRED BY ELECTRIC UTILITY PROVIDER. o❑ MONUMENT COMPUTED POINT STORM PIPE
ENTRANCE. 24. ALL UTILITY CONSTRUCTION IS SUBJECT TO INSPECTION FOR APPROVAL PRIOR TO
2. ACCESSIBLE PARKING SPACE AND ACCESS AISLES SHALL BE AT LEAST NINETY-SIX(96)INCHES WIDE. WHERE PARKING SPACES AND ACCESS AISLES BACKFILLING IN ACCORDANCE WITH THE APPROPRIATE UTILITY PROVIDER
ARE MARKED WITH LINES,THE WIDTH MEASURMENTS SHALL BE MADE FROM CENTERLINE OF THE MARKINGS. WHERE PARKING SPACES OR ACCESS REQUIREMENTS. AD✓OINER LINE - - - - - - - - - - - - - -
AISLES ARE NOT ADJACENT TO ANOTHER PARKING SPACE OR ACCESS AISLES, MEASUREMENT SHALL BE PERMITTED TO INCLUDE THE FULL WIDTH OF 25. MANHOLE RIMS AND CATCH BASIN GRATES SHALL BE SET TO ELEVATIONS SHOWN. SET CONSTRUCTION SEQUENCE
THE LINE DEFINING THE PARKING SPACES OR ACCESS AISLE. ALL EXISTING MANHOLE RIMS AND VALVE COVERS TO BE RAISED OR LOWERED FLUSH THE TEMPORARY EROSION AND SEDIMENT CONTROL ITEMS SHOWN ON THE E &S CONTROL PLAN ARE INTENDED TO PROVIDE A GENERAL PLAN FOR CONTROLLING EROSION AND SEDIMENT UTILITY EASEMENT -
3. PARKING ACCESS AISLES SHALL BE PART OF AN ACCESSIBLE ROUTE TO THE BUILDING OF FACILITY ENTRANCE AND SHALL COMPLY WITH PROVISIONS WITH FINAL GRADE AS NECESSARY. WITHIN THE PROJECT LIMITS.THE E&S CONTROL PLAN IS BASED ON FIELD CONDITIONS AT THE TIME OF PLAN DEVELOPMENT, FIELD TOPO SURVEY PROVIDED,AND AN ASSUMED SEQUENCE OF
26. SITE CONTRACTOR SHALL COORDINATE INSTALLATION OF CONDUIT AND CABLES FOR SITE CONSTRUCTION. THE CONTRACTOR, IN CONJUNCTION WITH THE CITY EROSION CONTROL SECTION, DESIGN ENGINEER, AND/OR ENVIRONMENTAL MONITOR, MAY BE REQUIRED TO ADJUST THE FENCE LINE X
FOR ACCESSIBLE ROUTES. MARKED CROSSINGS SHALL E PROVIDED WHERE THE ACCESSIBLE ROUTE MUST CROSS VEHICULAR TRAFFIC LANES. LIGHTING WITH THE BUILDING ELECTRICAL CONTRACTOR. LOCATION, QUANTITY,AND TYPE OF EROSION AND SEDIMENT CONTROL ITEMS REQUIRED BASED ON THE ACTUAL FIELD CONDITIONS ENCOUNTERED AT THE TIME OF CONSTRUCTION AND THE
WHERE POSSIBLE, IT IS PREFERABLE TO THAT ACCESSIBLE ROUTE NOT PASS BEHIND PARKED VEHICLES. 27. CONTRACTOR SHALL COORDINATE INSTALLATION FOR ELECTRICAL SERVICES TO PYLON SELECTED SEQUENCE OF CONSTRUCTION. THE AREAS BEYOND THE PROJECT'S CONSTRUCTION AREA ARE TO BE PROTECTED FROM SEDIMENT. PERIMETER CONTROLS SUCH AS SILT FENCE, LINE SURVEYED - - - - PAVEMENT HATCHING LEGEND
4. TWO(2)ACCESSIBLE PARKING SPACES MAY SHARE A COMMON ACCESS AISLE. SIGNS AND SITE LIGHTING WITH THE BUILDING ELECTRICAL CONTRACTOR. DIVERSION BERMS,STONE OUTLETS, ETC,SHALL BE INSTALLED PRIOR TO ANY GRUBBING OPERATIONS OR OTHER EARTH MOVING ACTIVITIES.
5. ACCESS AISLES SHALL EXTEND THE FULL LENTH OF THE PARKING SPACE THEY SERVE. 28. UTILITY OWNERS ON THE SITE ARE AS FOLLOWS: WATER & SEWER - YORK COUNTY, OVERHEAD POWER OH
6. ACCESS AISLES SHALL BE MARKED SO AS TO DISCOURAGE PARKING IN THEM. ELECTRICAL-DUKE POWER,TELEPHONE-,AT&T,GAS-PIEDMONT NATURAL GAS PHASE 1
7. ACCESS AISLES SHALL NOT OVERLAP THE VEHICULAR WAY. ACCESS AISLES SHALL BE PERMITTED TO BE PLACED ON EITHER SIDE OF THE PARKING 29. CONTRACTOR MAY SUBSTITUTE MASONRY STRUCTURES FOR PRECAST STRUCTURES IF 1. OBTAIN PLAN APPROVAL, GRADING PERMIT, AND OBTAIN CERTIFICATE OF COVERAGE FOR THE NPDES NCGO1 PERMIT.. SCHEDULE PRE-CONSTRUCTION MEETING WITH CITY OF RAILROAD TRACKS i i i i i i i i i i
HEAVY DUTY PAVEMENT
SPACE EXCEPT FOR ANGLED VAN PARKING SPACES WHICH SHALL HAVE ACCESS AISLES LOCATED ON THE PASSENGER SIDE OF THE PARKING SPACES. APPROVED BY THE CIVIL ENGINEER AND ALLOWED BY THE GOVERNING AUTHORITY BURLINGTON IF REQUIRED.
8. FLOOR SURFACE OF PARKING SPACE AND ACCESS AISLES SERVING THEM SHALL BE STABLE,FIRM AND SLIP RESISTANT. ACCESS AISLES SHALL BE AT ENGINEER OR OTHER GOVERNING AUTHORITY. RIGHT OF WAY - - - -
THE SAME LEVE AS THE PARKING SPACES THEY SERVE. CHANGES IN LEVEL ARE NOT PERMITTED. 30. PIPING SHALL BE LAID FROM DOWNGRADIENT END OF PIPE RUN IN AN UP GRADIENT 2. MARK CLEARING LIMITS,STREAM BUFFERS,AND WETLANDS PRIOR TO BEGINNING CONSTRUCTION AND SCHEDULE CLEARING LIMITS INSPECTION WITH EROSION CONTROL INSPECTION
C 9. PARKING SPACE AND ACCESS AISLES SHALL BE LEVEL WITH SURFACE SLOPE NOT EXCEEDING 2.0%IN ALL DIRECTIONS. DIRECTION WITH BELL END FACING UPGRADE IN THE DIRECTION OF PIPE LAYING. STAFF. SAN/TARP SEWER S S C
10. PARKED VEHICLE OVERHANGS SHALL NOT REDUCE THE REQUIRED CLEAR WIDTH OF AN ACCESSBILE ROUTE. 31. POLY CHLORIDE PIPE (PVCP) FOR STROM PIPING SHALL HAVE BUILT-IN RUBBER GASKET LIGHT DUTY PAVEMENT
11. 1/6 ACCESSBILE PARKING SPACES MUST BE DIMENSIONED FOR VANS AND PROVIDE ACCESS AISLES THAT ARE EITHER EIGHT(8)FEET IN WIDTH JOINTS. PVCP SHALL CONFORM TO ASTM D-3034(SDR35)WITH COMPRESSION JOINTS AND 3. INSTALL GRAVEL CONSTRUCTION ENTRANCE AT LOCATION SHOWN ON PLANS. STORM SEWER
ADJACENT TO AN EIGHT(8)FOOT WIDE SPACE OR FIVE(5)FEET IN WIDTH ADJACENT TO AN ELEVEN(I 1)FOOT WIDE SPACE. VEHICULAR ROUTES MOLDED FITTINGS. PVCP SHALL BE INSTALLED IN ACCORDANCE WITH THE
MANUFACTURERS RECOMMENDED INSTALLATION PROCEDURES AND PER ASTM-D2321. 4. CLEAR ONLY AS NECESSARY TO INSTALL PERIMETER MEASURES.
SERVING VAN ACCESSIBLE SPACES SHALL PROVIDE A VERTICAL CLEARANCE OF NINETY-EIGHT(98)INCHES MINIMUM. SIGNS SHALL BE PROVIDED AT TREE L/NE
ENTRANCES TO PARKING FACILITIES INFORMING DRIVERS OF CLEARANCES AND THE LOCATION OF THE VAN ACCESSIBLE PARKING SPACE. 32. ALL RCP SHALL CONFORM TO THE REQUIREMENTS OF ASTM C-76; ALL RCP SHALL BE
CLASS III UNLESS OTHERWISE SHOWN. JOINTS SHALL CONFORM TO THE REQUIREMENTS 5. INSTALL PERIMETER MEASURES SUCH AS SILT FENCE, DIVERSION BERMS,AND SKIMMER TRAPS AS INDICATED ON PLANS. a a 11<
OF ASTM C-443. BACKFILL SHALL MEET MANUFACTURERS RECOMMENDATIONS. WATER LINE W W CONCRETE 0.
12. EACH ACCESSIBLE PARKING SPACE SHALL BE PROVIDED WITH SIGNAGE DISPLAYING THE INTERNATIONLAL SYMBOL OF ACCESSIBILITY. EACH ACCESS 33. HIGH DENSITY POLYETHYLENE (HDPE) STORM SEWER SHALL BE HP STROM OR N-12 6. STABILIZE TEMPORARY MEASURES, SUCH AS BERMS AND SKIMMER TRAPS W/TEMP SEEDING AND/OR EXCELSIOR MATTING WITHIN 14 DAYS OF INSTALLATION. a a
AISLE SHALL BE PROVIDED WITH SIGNANGE READING"NO PARKING ANYTIME". SIGNS SHALL BE INSTALLED AT A MINIMUM CLEAR HEIGHT OF SEVENTY- MANUFACTURED BY ADVANCED DRAINAGE SYSTEMS (ADS)OR EQUIVALENT. HDPE SHALL z
TWO(72)INCHES(NORTH CAROLINA DEPARTMENT OF TRANSPORTATION)AND EIGHTY-FOUR(84) INCHES ABOVE GRADE AND SHALL NOT INTERFERE HAVE SMOOTH INTERIOR AND CORRUGATED EXTERIOR AND SHALL MEET THE 7. ALL EROSION CONTROL DEVICES SHALL BE MAINTAINED THROUGHOUT THE LIFE OF CONSTRUCTION FOR THEIR INTENDED PURPOSE. SHOULD DEVICES FAIL OR BECOME INEFFECTIVE
WITH AN ACCESSIBLE ROUTE FROM AN ACCESS AISLE. SIGNS LOCATED WHERE THEY MAY BE HIT BY VEHICLES BEING PARKED SHALL BE INSTALLED REQUIREMENTS OF AASHTO M294, TYPE S. PIPE SECTIONS SHALL BE JOINED WITH BELL- AT TRAPPING SEDIMENT,THEY SHALL BE REPLACED WITH NEW MATERIALS AS DEEMED NECESSARY BY THE INSPECTOR. o 0 0 0 0 0 o J
WITH BOLLARD PROTECTION. AND SPIGOT JOINT MEETING THE REQUIREMENTS OF AASHTO M294. THE BELL SHALL BE EROSION CONTROL LEGEND o 0 0 0 0 0 o a Q O
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13. ACCESSIBLE PARKING SPACE,ACCESS AILSE STRIPING AND INTERNATIONAL SYMBOL OF ACCESSIBLILTY SHALL BE PAINTED TO CONTRAST FROM THE AN INTEGRAL PART OF THE PIPE AND PROVIDE A MINIMUM PULL-APART STRENGTH OF 400 8. INSTALL WET POND AND SET UP AS SKIMMER BASIN FOR DURATION OF PROJECT. o 0 0 0 0 0 0
PAVEMENT. POUNDS. THE JOINT SHALL BE WATER TIGHT ACCORDING TO THE REQUIREMENTS OF ■ 1 i CLEARING LIMITS U LL. >0 Of
Q ASTM D3212. GASKETS SHALL BE MADE OF POLYISOPRENE MEETING THE REQUIREMENTS 9. CLEAR REMAINDER OF SITE,
OF ASTM F477. PIPE SHALL BE BEDDED, INSTALLED AND BACKFILLED PER THE
MANUFACTURERS RECOMMENDATIONS. 10. BEGIN ROUGH GRADING OF SITE. SF TEMPORARY SILT FENCE Q = m =
ACCESSIBLE ENTRANCE NOTES: 34. HIGH DENSITY POLYETHYLENE (HDPE) STORM SEWERS LESS THAN 12" SHALL BE HP TD f TEMPORARY DIVERSION DITCH 4A 4 A a4 REINFORCED CONCRETE
STROM OR N-12 MANUFACTURED BY ADVANCED DRAINAGE SYSTEMS (ADS) OR PHASE 2 W = Cf) ~1. ACCESSIBLE ENTRANCES SHALL BE PROVIDED AS REQUIRED BY ADAAG AND IBC REQUIREMENTS. EQUIVALENT. HDPE SHALL HAVE SMOOTH INTERIOR AND CORRUGATED EXTERIOR AND
2. ENTANCE DOORS, DOORWAY AND GATES SHALL COMPLY WITH ADAAG AND IBC REQUIREMENTS AND SHALL BE ON A AN ACCESSBILE ROUTE. SHALL MEET THE REQUIREMENTS OF AASHTO 252, TYPE S. PIPE SECTIONS SHALL BE 11. CONTINUE ROUGH GRADING AND BEGIN INSTALLING PIPE NETWORK AS GRADING ALLOWS. TSD TEMPORARY SLOPE DRAIN O z
JOINED WITH COUPLING BANDS OR EXTERNAL SNAP COUPLERS COVERING AT LEAST 2 M �e
FULL CORRUGATIONS ON EACH END OF THE PIPE. SILT TIGHT GASKET CONNECTIONS 12. INSTALL PIPE BEGINNING AT STORM WATER POND/SKIMMER BASIN AND CONTINUE INSTALLING REMAINDER OF PIPE NETWORK AS GRADING PERMITS..
SHALL INCORPORATE A CLOSED SYNTHETIC EXPANDED RUBBER GASKET MEETING THE
REQUIREMENTS OF AASHTO D1056 GRADE 2A2. GASKETS SHALL BE INSTALLED ON THE 13. INSTALL INLET PROTECTION ON ALL INLETS. K M MATTING MATERIAL Z C) 2: =
CONNECTION BY THE PIPE MANUFACTURER. Q O
35. COPPER PIPE SHALL BE TYPE K TUBING WITH COMPRESSION FITTINGS 14. GRADE BUILDING PAD AS GRADING CONTINUES. O Q 0:� n
BLOCK RETAINING WALL NOTES 36. GAS PIPE MATERIAL SHALL BE PER GAS COMPANY REQUIREMENTS. v
37. POLYVINYL CHLORIDE PIPE (PVCP) FOR SANITARY PIPING SHALL HAVE A BUILT IN RUBBER 15. COMPLETE ROUGH GRADING OF BUILDING PAD, FINE GRADE,AND INSTALL BUILDING UTILITIES. p TEMPORARY CONSTRUCTION ENTRANCE Z (D =
GASKET JOINTS. PVCP SHALL CONFORM TO TO ASTM D3034 (SDR26)WITH COMPRESSION p
1. THE CONTRACTOR IS RESPONSIBLE FOR RETAINING THE SERVICES OF A JOINTS AND MOLDED FITTINGS. PVCP SHALL BE INSTALLED IN ACCORDANCE WITH THE 16. PLACE STONE ON BUILDING PAD AND BEGIN BUILDING CONSTRUCTION. 00
QUALIFIED ENGINEER TO COMPLETE THE DESIGN OF ALL PROPOSED UTILITY AUTHORITY AND PIPE MANUFACTURERS RECOMMENDATIONS/SPECIFICATIONS.
SEGMENTAL CONCRETE BLOCK RETAINING WALLS AS SHOWN ON THE 38. ALL WATER LINES SHALL BE DUCTILE IRON PIPE PC 350 CLASS 350 IN ACCORDANCE WITH 17. MAINTAIN DIVERSION BERMS THROUGH OUT PROJECT DIRECTING RUNOFF TO SKIMMER TRAP. TEMPORARY INLET PROTECTION Z 0 =)DRAWINGS. THE UTILITY OWNERS SPECIFICATIONS. JOINTS SHALL BE MADE WITH CONCRETE THRUST m
2. THE BLOCK RETAINING WALL SYSTEM SHALL BE DESIGNED BY A PROFESSIONAL BLOCKS OR WITH MEGA LUG RETAINER GLANDS OR WITH RODDING IN ACCORDANCE WITH 18, VERIFY SILT FENCE IS IN GOOD WORKING CONDITION AND REPLACE AS NEEDED
ENGINEER LICENSED EXPERIENCED IN THE DESIGN OF BLOCK RETAINING WALL UTILITY SPECIFICATIONS. LENGTH OF RESTRAINED JOINTS SHALL BE PER UTILITY J
SYSTEMS. THE DESIGN OF THE WALL SHALL BE CONDUCTED IN ACCORDANCE OWNERS SPECIFICATIONS IN RELATION TO PIPE SIZE. ALL OTHER JOINTS SHALL BE PUSH 19. VERIFY SUBGRADES AND BEGIN WALL CONSTRUCTION. CAS TEMPORARY ROCK CHECK DAM
WITH THE NORTH CAROLINA BUILDING CODE,SECTION 1610.3. DETAILED ON WITH RUBBER GASKET (TYTON). USE OF OTHER TYPES OF RETAINER GLANDS SHALL
RETAINING WALL DESIGN DRAWINGS,SEALED BY A NORTH CAROLINA LICENSED REQUIRE USE OF CLASS 53 OR GREATER DUCTILE IRON PIPE. CONTRACTOR IS TO AVOID 20_ STAKE AND INSTALL EROSION CONTROL FOR SEWER OUTFALL EXTENSION.
ENGINEER,SHALL BE SUBMITTED TO THE LOCAL PLAN REVIEW AUTHORITY EXCEEDING THE PIPE MANUFACTURES RECOMMENDATIONS FOR DEFLECTION.
PRIOR TO CONSTRUCTION. THE DESIGN OF THE WALL, INCLUDING BLOCK 39. IRRIGATION PIPE SHALL HAVE PVC METALLIC LOCATION IDENTIFICATION TAPE, WITH 21. INSTALL SEWER OUTFALL AND CONNECT TO EXISTING SEWER LINE C883 TEMPORARY SILT FENCE STONE OUTLET
TEXTURE AND COLOR,SHALL BE APPROVED BY THE OWNER PRIOR TO "CAUTION IRRIGATION PIPE BURIED BELOW"IRRIGATION PIPE TAPE TO BE PURPLE.
B BEGINNING CONSTRUCTION 40. BACKFLOW PREVENTION IS REQUIRED AT EACH METER 22, INSTALL REMAINDER OF SITE UTILITIES AS GRADING ALLOWS,
3. THE RETAINING WALL SHALL BE CONSTRUCTED BY A CONTRACTOR WHO IS a. ALL BACKFLOW SHALL MEET AWWA STANDARDS FOR TESTABLE REDUCE B
EXPERIENCED IN THE INSTALLATION OF THE RETAINING WALL AS DESIGNED. PRESSURE ZONE (RPZ)ASSEMBLY AND MEET THE UTILITY OWNERS STANDARDS DD
DISSAPATOR
23. INSTALL INLET PROTECTION ON INLETS A5 THEY ARE INSTALLED TO PROTECT PIPE NETWORK.THE CONTRACTOR SHALL HAVE CONSTRUCTED A MINIMUM OF 5 RETAINING AND SPECIFICATIONS.
WALLS OF SIMILAR CHARACTERISTICS AND SHALL BE APPROVED BY THE b. BACKFLOW IS TO BE INSPECTED AND APPROVED BY UTILITY OWNER 24, COMPLETE ROUGH GRADING AND UTILITY WORK AND BEGIN FINE GRADING
MANUFACTURER OF THE SELECTED WALL SYSTEM. C. INDEPENDENT TESTING AND CERTIFICATION OF BACKFLOW IS REQUIRED PRIOR
4. MINIMUM DESIGN CRITERIA SHALL INCLUDE: TO SERVICE BEING PROVIDED. 25. INSTALL CURB AND GUTTER WITHIN ROADWAY,PARKING,AND DRIVE AREAS.
-HS 20 LOADING 5 FEET FROM BACK OF WALL. 41. ALL UTILITY WORK IS TO CONFORM CITY OF BURLINGTON STANDARDS DOUGHNUT INLET/OUTLET PROTECTION SUBMITTALS:
-GEOGRID SHALL NOT CONFLICT WITH EXISTING OR PROPOSEDI./ 26. INSTALL STONE ON ROADWAY, DRIVES,AND PARKING AREAS. DATE DESCRIPTION
UTILITIES OR STRUCTURES. GEOGRID SHALL NOT BE INSTALLED
WITHIN PAVEMENT SECTION 27. STABILIZE ALL DISTURBED AREAS AND INSTALL PERMANENT SEEDING ACCORDING TO PERMANENT SEEDING SPECIFICATIONS. STABILIZE SEEDED AREAS WITH HYDRO MULCH OR 04-16-2021 TRC SUBMITTAL
a- -PROVIDE FOR NEAR VERTICAL PROFILE(1/8"BATTER PER COURSE EQUIVALENT.
to MAXIMUM) 05-27-2021 TRC SUBMITTAL
to 5. THE LOCATION OF THE WALL INDICATED ON THE PLANS ARE APPROXIMATE AND 28. SOD BEHIND CURBS TO STABILIZE IMMEDIATE DRAINAGE AREAS AROUND PERIMETER OF PARKING AND DRIVES.
N SHALL COORDINATE WITH OTHER SITE FEATURES. TOP OF WALL GRADES SHALL 06-11-2021 TRC SUBMITTAL
N BE STEPPED UNIFORMLY BETWEEN ELEVATION CHANGES. FINISHED TOP WALL 29. WITH APPROVAL FROM CITY of BURLINGTON INSPECTION STAFF, BEGIN REMOVAL OF SKIMMER TRAP NO 1,AND REMOVAL OF TEMP STORM PIPE.
N GRADES SHALL BE WITHIN ONE COURSE HEIGHT OF ELEVATIONS SHOWN. ANY
� VARIATION IN FINISHED TOP OF WALL GRADES SHALL BE HIGHER THAN 30. ONCE TEMP STROM PIPE IS REMOVED, INSTALL PERMANENT STORM WITH ENERGY DISSIPATER.
"I, ELEVATIONS SHOWN ON THE PLAN.
r- 6. THE ELEVATIONS SHOWN AT THE BOTTOM OF WALL ON THE PLAN REPRESENT 31, ONCE SITE IS PERMANENTLY STABILIZED AND APPROVAL IS GIVEN BY CITY OF BURLINGTON, BEGIN REMOVING PERIMETER EROSION CONTROL DEVICES. STABILIZE ANY AREAS
I FINISHED GRADE,AND DO NOT ACCOUNT FOR FOUNDATION DEPTHS DISTURBED BY REMOVAL OF DEVICES IMMEDIATELY. REMOVE ALL SILT FENCE AND EROSION CONTROL DEVICES PRIOR TO DEMOBILIZATION Ground Stabilization*
X 7. SURFACE DRAINAGE SHALL BE DIRECTED AWAY FROM THE BACK OF THE WALL
o DURING CONSTRUCTION TO PREVENT SATURATION OF BACKFILL MATERIAL. 32. DISPOSE OF ALL ACCUMULATED SEDIMENTS AND EROSION CONTROL MATERIAL OFF SITE IN AN APPROVED DISPOSAL AREA. Stabilization Stabilization Time Frame
? 8. RETAINING WALLS GRATER THAN 4 FEET IN HEIGHT REQUIRE A BUILDING Site Area Description 'rime Frame Exceptions
O PERMIT.
33, OBTAIN A FINAL INSPECTION TO CLOSE THE GRADING PERMIT. CLOSE PROJECT WITH CITY OF BURLINGTON. FILE NOTICE OF TERMINATION WITH NCDEQ TO CLOSE THE NPDES NCGO1 Perimeter Dikes, Swales, REVISIONS:
0 9. FALL PROTECTION WHERE REQUIRED SHALL BE PER COB STD R-19. PERMIT Ditches and Slopes Z Days None
U 10. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SPECIAL INSPECTIONS AND p NO DATE DESCRIPTION
I SHALL MEET THE REQUIREMENTS OF THE NCSBC CHAPTER 17-SPECIAL High Quality Water (HQW) 7 Days None
INSPECTIONS. RETAINING WALL PLANS SHALL BE SUBMITTED TO THE Zones A os-27-2021 TRC REVISIONS
a) INSPECTIONS. SCHEDULE
v GOVERNING AGENCY FOR APPROVAL AND SHALL RECEIVE COPIES OF THE If Slopes are 10' or Less in
I. IN GENERAL,ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED DAILY AND AFTER EACH SIGNIFICANT RAINFALL BY THE INSPECTOR OR HIS DESIGNATED B 6-22-2021 UTILITY PERMIT REV
N SPECIAL INSPECTIONS,SPECIAL INSPECTIONS FINAL REPORTS,AND DESIGN REPRESENTATIVE.ANY DEFICIENCIES SHALL BE REPAIRED BY THE CLOSE OF DAY.MAINTENANCE SHALL CONTINUE THROUGHOUT THE LENGTH OF THE PROJECT. Slopes Steeper than 3:1 7 Days Length and are Not Steeper
Q PRINCIPAL IN CHARGE OF THE WALL DESIGN LETTER. Days an a are
n Allowed
11. CONSTRUCTION OF WALL CAN NOT BEGIN UNTIL ALL NECESSARY PERMITS ARE 2. SILT REMOVAL AND SEDIMENT CLEAN OUT FROM EROSION AND SEDIMENT CONTROL ITEMS SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING:
I ACQUIRED. SILT FENCES AND DROP INLET PROTECTION WILL BE CHECKED REGULARLY AND WILL BE CLEANED OUT WHEN THE CAPACITY, HEIGHT OR DEPTH HAS BEEN REDUCED BY 50%. Slopes 3:1 or Flatter 14 Days Z Days for Slopes Greater
than 50 Feet in Length
a- 3. ALL SEEDED AREAS WILL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED.AREAS SHALL BE FERTILIZED AND RE-SEEDED AS NEEDED. All Other Areas with 14 Days None (Except for Perimeter
Slopes Flatter than 4:1 and HQW Zones)
0 4. STREETS SHALL BE KEPT CLEAN OF MUD AND SILT. PERIODIC CLEANING OF STREETS SHALL BE PERFORMED. *"Extensions of time may be approved by the permitting authority
N based on weather or other site specific conditions that make
5. OVERLAND DRAINAGE SHALL NOT CONTAMINATE ROADWAY PAVEMENT SURFACES. compliance impractible" (Section 11.B(2Xb))
t I 6. THE E.&S.C. INSPECTOR SHALL HAVE THE AUTHORITY TO ADD OR DELETE EROSION AND SEDIMENT CONTROLS A5 NEEDED IN THE FIELD A5 CONDITIONS WARRANT. IN ADDITION, NO
t2 EROSION AND SEDIMENT CONTROL MEASURES MAY BE REMOVED WITHOUT PRIOR APPROVAL Self Inspection report for Land Disturbing Activity as Required by NCGS 113A-54.1
0
1 OF THE INSPECTOR.
N Phase i Approved Erosion Signature (Landowner, Financially
i A GENERAL EROSION AND SEDIMENT CONTROL NOTES & Sedimentation Control Date Responsible Party or Agent) A SHEET TITLE:
1. CITY INSPECTOR MUST BE CONTACTED AT LEAST 24 HOURS PRIOR TO ANY LAND DISTURBING ACTIVITY. Plan SITE NOTES,
Installation of Erosion
j 2. EXCESS EXCAVATION DISPOSED OF OFF SITE SHALL BE DISPOSED OF IN ACCORDANCE WITH NCDEQ STANDARDS. Control Devices and
Seeding LEGENDS & SHEET
0 3. EROSION AND SEDIMENT CONTROLS SHALL REMAIN UNTIL THE DISTURBED AREA IS STABILIZED AND SHALL BE MAINTAINED SO THAT SEDIMENT CARRYING RUNOFF FROM THE SITE WILL Fill and Slopes Completed
I NOT ENTER STORM DRAINAGE FACILITIES (Fine Grades Established) INDEX
0) 4, IN THE EVENT A CONTRACTOR DUMPS, DISCHARGES OR SPILLS ANY OIL OR CHEMICAL THAT REACHES,OR HAS THE POTENTIAL TO REACH,A WATERWAY,THE CONTRACTOR SHALL Stabilization of Building Pad
in IMMEDIATELY NOTIFY ALL APPROPRIATE JURISDICTIONAL STATE,FEDERAL.AND CITY.AGENCIES AND SHALL TAKE IMMEDIATE ACTIONS FOR CONTAINMENT AND REMOVAL OF THE OIL and Parking Areas
M R CHEMICAL.
Final Grades Achieved,
tr Obtained Building c/o
j 5. A SELF-INSPECTION MUST BE MADE OF THE PROJECT AFTER EACH PHASE OF THE PROJECT,AND THE INSPECTION SHALL BE DOCUMENTED IN WRITING. THIS SELF-INSPECTION WILL BE
N PERFORMED IN ADDITION TO THE NPDES SELF-MONITORING REPORT REQUIRED BY THE NCDEQ GENERAL PERMIT. Vegetation Established; Date:
o Removal of Erosion Control
CN Measures Drawn: CAD Check:
Closing of Permit; Final
WI Inspection Job Number:
M
Q
Z Sheet:
z
Q C1 O
of 1 2 3 4 5 6
0