SW8160909_Approved Plans_20160929

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DEVELOPER:
North WILM Land, LLC
846 Bell Fork Rd.
Jacksonville, NC 28540
ENGINEER (CIVIL):
Paramounte Engineering, INC.
122 Cinema Drive
Wilmington, North Carolina 28403
ATTN: Dan Fisk, P.E. [phone]
NORTH WILM LAND TJLC
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846 BFLL FORK RD I SHEET INDEX
SHEET NUMBER SHEET TITLE
JACKSONVILLF NC 28540 C-0.0 COVER SHEET
C-1.0 GENERAL NOTES
81, , to C-2.0 SI PLAN
� � , c' r, C-3.0 GRADING & DRAINAGE PLAN
rr - f C-3.1 FINE GRADING PLAN
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wC-6.0 - C-6.3 DETAILS
Call before you dig.
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FIG-1 STATE DA MAP
NOTICE REQUIRED SITE d WILLOW BROOK
ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED PRIOR TO THE BEGINNING OF ANY AN
CONSTRUCTION IN THE VICINITY OF SAID UTILITIES. /
CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSED y�, �b°0 m� APPROVE,
EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS PRIOR TO COMMENCEMENT / \
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OF EXCAVATION OR DEMOLITION. �A�s
OGDEN ON THE GREEN 2 NORTH CAROLINA ENvIRON� "
MANAGEMENT COMMISSION 5./iiiti: V6'99
CONTACT "CAROLINA ONE CALL" AT ±,
1-800-632-4949 i`
CONTACT THESE UTILITIES �� � �
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NEW HANOVER COUNTY PLANNING DEPARTMENT CAPE FEAR PUBLIC UTIL TY AUTHORITY (WATER & SEWER) F�Gy N. PREPARED BY:
ATTN:LINDA PAINTER ATTN:FRANK STYERS OGDEN Pt. \ ��a �N
PH:910-798-7068 PH:910-332-6670 Co,
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PIEDMONT NATURAL GAS PROGRESS ENERGY N N E ,.2 I N o. �. ?p;•4 � ....
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ATTN:CARL PAQUET ATTN:KEVIN LEATHERWOOD
PH:910-350 2242 PH:910 672-4304 \`
0 122 Cinema Drive. �rr:.� a
EMERGENCY DIAL 911 BELL SOUTH
Wilmington, North Carolina 28403 040501
910 791.-6707 0 910 791-6760 (F) = `'t 'i t°`
POLICE - FIRE - RESCUEVICINITY MAP l ( ( sC
ATTN:STEVE DAYVAULT � l l � \ � :. F Q� •
PH:910-3
2-8712 NC License #: C-2846 ',®''9'• •�I:� • �5�,''
(SCALE: 1 =500 )
TIME WARNER CABLE __ I PROJECT#16178.PE
PH:910-763-4638
FINAL D I {',SIGN✓ — NOT RELFASED FOR CONSTRUCTION

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COORDINATION NOTES EROSION CONTROL AND SEQUENCE OF CONSTRUCTION NOTES: NC ACCESSIBILITY NOTES: NC ACCESSIBILITY NOTES (CONT.): r
PERMANENT SEEDING SCHEDULE - MIXTURE 5CP "&".
1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR NOTE:THESE EROSION CONTROL AND SEQUENCE OF CONSTRUCTION NOTES ARE INTENDED FOR __ _____-.......
-
EACH"PHASE"OF CONSTRUCTION. THE ORDER AND STEPS TAKEN MUST BE IMPLEMENTED AS EACH GENERAL NOTES: CURB RAMP NOTES:
Seeding Mixture 1.SPECIAL ATTENTION SHALL BE GIVEN TO COMPLIANCE WITH AMERICANS WITH
CONSTRUCTION OF THESE PLANS. PART OF THE PROJECT IS DEVELOPED;WHETHER AS A WHOLE OR IN PHASES. ANY EROSION
CONTROL DEVICES/MEASURES MUST REMAIN IN PLACE UNTIL THE ENTIRE BASIN DESIGNED TO SPECIES RATE(LB/ACRE) DISABILITIES ACT(2010 ADA STANDARDS),THE NORTH CAROLINA BUILDING CODElANSI 1.THE MAXIMUM RUNNING SLOPE OF A CURB RAMP SHALL BE 8.33%AND THE MAXIMUM
2. ALL WORK IS TO BE IN ACCORDANCE WITH NEW HANOVER COUNTY,AND THE STATE HANDLE SEDIMENTATION AND EROSION IS STABILIZED AND ALL IMPROVEMENTS WITHIN THE BASIN CENTIPEDE GRASS 10-20 A117.1,AND APPLICABLE LOCAL LAWS&REGULATIONS. CROSS SLOPE SHALL BE 2.0%.
OF NORTH CAROLINA. ARE COMPLETE. 2. IT IS ESSENTIAL THAT CONTRACTORS ARE AWARE OF THE SITE ACCESSIBILITY 2.COUNTER SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY
3. THE CONTRACTOR IS TO ESTABLISH AND CHECK ALL HORIZONTAL AND VERTICAL Seeding Dates REQUIREMENTS. ADJACENT TO THE CURB RAMP SHALL NOT BE STEEPER TI LAN 5%. THE ADJACENT
1• PRIOR TO ANY GRADING ACTIVITY,CONTRACTOR SHALL CONSTRUCT TEMPORARY GRAVEL PARAMOUNTE ENGINEERING,INC.(PEI)HAS DEVELOPED THESE NOTES AND DETAILS SURFACES AT TRANSITIONS AT CURB RAMPS TO WALKS,GUTTERS AND STREETS
CONTROLS TO BE USED WITH THE PROJECT. IN ADDITION,THE CONTRACTOR IS TO
CONSTRUCTION ENTRANCE(S), ESTABLISH THE LIMITS OF DISTURBANCE,AND TEMPORARY SILT MARCH-JUNE TO ASSURE THAT CONTRACTORS ARE AWARE OF THE REQUIREMENTS AT THE POINT IN SHALL BE AT THE SAME LEVEL.
COMPUTE THE LAYOUT OF THE ENTIRE SITE PLAN IN ADVANCE OF BEGINNING ANY FENCE.
WORK ASSOCIATED WITH THE SUBJECT PLANS.CONTRACTOR SHALL EMPLOY A TIME WHEN THEYARE BIDDING THE PROJECT. IN ADDITION,PEI HAS MADE A POINT IN
PROFESSIONAL SURVEYOR TO PERFORM SITE IMPROVEMENT STAKEOUT(S). Soil Amendments THESE NOTES AND DETAILS,AS WELL AS IN OUR DRAWINGS,TO PROVIDE SLOPES/ 3.THE CLEAR WIDTH OF A CURB RAMP SHALL BE 36 INCHES(36)MINIMUM,EXCLUSIVE
2. CLEAR AND REMOVE FROM SITE ALL TREES(ONLY ONES TO BE REMOVED),ROOTS,ROOT MAT, APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS,OR APPLY GRADES AND DIMENSIONS THAT COMPLY WITH THE AMERICANS WITH DISABILITIES ACT OF FLARED SIDES, IF PROVIDED.*NOTE NC BUILDING CODE REQUIRES EXTERIOR
ETC.FROM THE AREA OF THE TEMPORARY SEDIMENT BASIN AND TEMPORARY DIVERSION 300 LB/ACRE 10-10-10 FERTILIZER. (2010 ADA STANDARDS),THE NORTH CAROLINA BUILDING CODE/ANSI A117.1 AND ACCESSIBLE ROUTES TO BE 48 INCHES MINIMUM WIDE(1104.1 &1104.2).*
4. ANYTIME WORK IS PERFORMED OFF-SITE OR WITHIN AN EXISTING EASEMENT,THE DITCHES. CONSTRUCT TEMPORARY SEDIMENT BASIN,OUTLET PROTECTION,SKIMMER,ETC. APPLICABLE LOCAL LAWS&REGULATIONS. IF THESE SLOPES/GRADES AND
CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE AND TEMPORARY DIVERSION DITCHES. DIMENSIONS ARE NOT ACHIEVABLE,THE CONTRACTOR IS REQUIRED TO CONTACT THE 4.LANDINGS SHALL BE PROVIDED AT THE TOP OF CURB RAMPS. THE CLEAR LENGTH
OF PROPOSED WORK,AND TO FOLLOW ANY GUIDELINES OR STANDARDS WHICH Mulch OWNER IMMEDIATELY AND BEFORE MOVING FORWARD WITH THE WORK. OF THE LANDING SHALL BE THIRTY-SIX(36)INCHES MINIMUM. THE CLEAR WIDTH OF
RE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT. 3. CLEAR AND REMOVE FROM SITE ALL TREES(ONLY ONES TO BE REMOVED),ROOTS,ROOT MAT, DO NOT MULCH. THE LANDING SHALL BE AT LEAST AS WIDE AS THE CURB RAMP,EXCLUDING FLARED
ETC.FROM THE REMAINING AREA WITHIN THE DESIGNATED CLEARING LIMITS. 3.THE CONTRACTOR SHALL NOTIFY PEI IMMEDIATELY OF ANY CONFLICT BETWEEN SIDES,LEADING TO THE LANDING. LANDINGS SHALL HAVE A SLOPE NOT STEEPER THAN
Maintenance THESE NOTES AND DETAILS AND OTHER PROJECT DRAWINGS,WHETHER BY PEI OR 2%IN ANY DIRECTION. 0
GENERAL NOTES 4. INSTALL REMAINING EROSION CONTROL MEASURES AS SHOWN ON THE PLANS WITHIN THE FERTILIZE VERY SPARINGLY--20 LB/ACRE NITROGEN IN SPRING WITH NO PHOSPHORUS. OTHERS. THE CONTRACTOR SHALL NOT PROCEED WITH THE WORK FOR WHICH THE 0
AREA DISTURBED. ALL EROSION CONTROL MEASURES MUST BE INSTALLED BEFORE CENTIPEDE GRASS CANNOT TOLERATE HIGH PH OR EXCESS FERTILIZER. ALLEGED CONFLICT HAS BEEN DISCOVERED UNTIL SUCH ALLEGED CONFLICT HAS BEEN 5. IF A CURB RAMP IS LOCATED WHERE PEDESTRIANS MUST WALK ACROSS THE RAMP, Cl)1. EXISTING CONDITIONS WERE TAKEN FROM A SURVEY COMPLETED BY PARAMOUNTE COMMENCING CONSTRUCTION. RESOLVED. NO CLAIM SHALL BE MADE BY THE CONTRACTOR FOR DELAY OR DAMAGES OR WHERE IT IS NOT PROTECTED BY HANDRAILS OR GUARDRAILS,IT SHALL HAVE Z
ENGINEERING,INC. THE SURVEY SHALL BE FIELD VERIFIED BY CONTRACTOR AND ANY AS A RESULT OF RESOLUTION OF ANY SUCH CONFLICT(S). FLARED SIDES. 0
DISCREPANCIES REPORTED TO THE OWNER,OWNERS REPRESENTATIVE,AND/OR ENGINEER 5. WITHIN 90 DAYS FROM COMMENCEMENT OF CONSTRUCTION,CONTRACTOR SHALL INSTALL (n 0
11.1
IMMEDIATELY. STORM DRAINAGE COLLECTION SYSTEM AND IMMEDIATELY UPON THE INSTALLATION OF ANY 4.THESE ACCESSIBILITY NOTES AND DETAILS ARE INTENDED TO DEPICT SLOPE AND 6.WHERE PROVIDED,CURB RAMP FLARES SHALL NOT EXCEED 10%. 0
TEMPORARY SEEDING-LATE WINTER/EARLY SPRING W 0
STORM DRAINAGE CATCH BASIN,DROP INLET,ETC.,THE CONTRACTOR SHALL INSTALL INLET DIMENSIONAL REQUIREMENTS ONLY. REFER TO SIDEWALK,CURBING,AND PAVEMENT LU 4
2. THERE ARE NO WETLANDS OR CAMA AREAS LOCATED ON THIS PROPERTY. PROTECTION TO STOP ANY SEDIMENT FROM ENTERING THE DRAINAGE SYSTEM. DETAILS FOR ADDITIONAL INFORMATION. 7. CURB RAMPS AND THE FLARED SIDES OF CURB RAMPS SHALL BE LOCATED SO THAT
THEY DO NOT PROJECT INTO VEHICULAR TRAFFIC LANES,PARKING SPACES OR
3. THIS PROPERTY IS NOT LOCATED WITHIN THE 100-YEAR FLOODPLAIN;IS NOT WITHIN 575'OF A 6. IMMEDIATELY UPON THE INSTALLATION OF ANY STORM DRAINAGE SYSTEM,THE CONTRACTOR Seeding Mixture PARKING ACCESS AISLES. CURBS AT MARKED CROSSINGS SHALL BE WHOLLY
HQW; OR WITHIN A CONSERVATION DISTRICT. THIS PROPERTY IS LOCATED WITHIN ZONE X SHALL INSTALL INLET/OUTLET PROTECTION AS SHOWN ON THE PLANS AND DETAILS. ACCESSIBLE ROUTE NOTES: CONTAINED WITHIN THE MARKINGS,EXCLUDING ANY FLARED SIDES.
ACCORDING TO FEMA FLOODMAP PANEL 3720315900J,DATED APRIL 3,2006.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND RESTORING TO WINTER AND EARLY SPRING 1.AT LEAST ONE ACCESSIBLE ROUTE SHALL BE PROVIDED WITHIN THE SITE FROM 8. CURB RAMPS SHALL BE LOCATED OR PROTECTED TO PREVENT THEIR OBSTRUCTION 0 CD
4. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES ON PRE-CONSTRUTION CONDITIONS ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY ACCESSIBLE PARKING SPACES AND ACCESSIBLE PASSENGER LOADING ZONES;PUBLIC BY PARKED VEHICLES. "It
THE PLANS. THE EXACT LOCATION OF ALL EXISTING UTILITIES IS NOT KNOWN IN ALL CASES.THE INADVERTENTLY BE DAMAGED DUE TO THE FAILURE OF THE EROSION CONTROL MEASURES. STREETS OR SIDEWALKS;AND PUBLIC TRANSPORTATION STOPS TO THE ACCESSIBLE
CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF DITCHING OPERATIONS BY OBSERVATION, LID
SPECIES RATE(LB/ACRE) BUILDING OR FACILITY ENTRANCE THEY SERVE. 9. IT IS RECOMMENDED TO PROVIDE CURB RAMPS WITH A TWENTY-FOUR(24)INCH J Q Co
ELECTRONIC DEVICES,HAND DIGGING,AND BY PERSONAL CONTACT WITH THE UTILITY 8. PLANT GRASS OVER ALL GRADED AREAS WITHIN 14 WORKING DAYS FOR FLAT AREAS AND 7 RYE(GRAIN) 120 DEEP DETECTABLE WARNING COMPLYING WITH 406.12 A117.1,EXTENDING THE FULL (V
COMPANIES. IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF TRENCHING OPERATIONS CALENDAR DAYS FOR ALL SLOPES OF CEASE OF ANY GRADING ACTIVITY. ANNUAL LESPEDEZA(KOBE IN PIEDMONT AND 2.AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDINGS, WIDTH OF THE RAMP.REFERTO DETECTABLE WARNING DETAILS AND NOTES FOR
SO AS TO ELIMINATE OR MINIMIZE DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR SHALL BE COASTAL PLAIN,KOREAN IN MOUNTAINS) 50 ACCESSIBLE FACILITIES,ACCESSIBLE ELEMENTS,AND ACCESSIBLE SPACES THAT ARE PLACEMENT,ORIENTATION AND NOTES.THE NC BUILDING CODE DOES NOT U
RESPONSIBLE FOR ALL COSTS RESULTING FROM ANY DAMAGE TO THE EXISTING UTILITY LINES 9. DURING GRADING AND AFTER GRADING HAS BEEN COMPLETED,THE CONTRACTOR SHALL ON THE SAME SITE. CURRENTLY REQUIRE DETECTABLE WARNINGS AT CURB RAMPS,NOR DO THE 2010 ADA rZN Z
INCLUDING LOSS OF UTILITY REVENUES. CONTRACTOR SHALL ARRANGE FOR TEMPORARY CONTINUE TO MAINTAIN PERMANENT AND TEMPORARY EROSION CONTROL MEASURES UNTIL OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT STANDARDS-HOWEVER US DOT ADA REGULATIONS DO REQUIRE THESE. Q W
SUPPORT OF EXISTING UTILITIES,SUCH AS POLES,CONDUITS,FIBER OPTIC CABLES,TELEPHONE FINAL INSPECTION AND APPROVAL BY NEW HANOVER COUNTY. TO EXTEND BEYOND JUNE. 3.WALKING SURFACES THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL HAVE A
MAXIMUM RUNNING SLOPE OF 5.0%AND A MAXIMUM CROSS SLOPE OF 2.0%. 10. FLOOR SURFACES OF CURB RAMPS SHALL BE DEEP GROOVED,%INCH WIDE BY% 0 W
SUMMER
CABLES,WATER LINES,ETC... INCH DEEP,ONE(1)INCH CENTERS TRANSVERSE TO THE RAMP. 2 LL J
10. UPON RECEIVING APPROVAL BY NEW HANOVER COUNTY,CONTRACTOR SHALL CONVERT THE 4.ANY WALKING SURFACE THAT IS PART OF AN ACCESSIBLE ROUTE WITH A RUNNING
5. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE TEMPORARY SEDIMENT BASIN TO THE INFILTRATION BASIN IN ACCORDANCE WITH THE PLANS SLOPE GREATER THAN 5.0%IS A RAMP AND SHALL COMPLY WITH THE GUIDELINES FOR 11.WHERE PROVIDED,STOP LINES SHALL BE LOCATED IN ADVANCE OF CURB RAMP. J -I _DEPARTMENT OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED AND DETAILS. SPECIES RATE(LB/ACRE)
UNDER THE OCCUPATIONAL SAFETY AND HEALTH ACT. GERMAN MILLET 40 RAMPS OR CURB RAMPS. 12.WHERE PR ,PEDESTRIAN W
11. UPON RECEIVING FINAL INSPECTION AND APPROVAL BY NEW HANOVER COUNTY,THE 5.TRANSITIONS BETWEEN RAMPS,WALKS,LANDINGS,GUTTERS OR STREETS SHALL BE ADJACENT TOOED THIEDSDEWALK AND NOT Ot NATHEDSIDEWALK.SIGNALSHALL BE LOCATED Z
6. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE CONTRACTOR CAN REMOVE TEMPORARY EROSION CONTROL MEASURES. FALL FLUSHAND FREE OF ABRUPT VERTICAL CHANGES(1/4 INCH MAXIMUM VERTICAL z I LYE 0
TO THE OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE,ERECT,AND MAINTAIN AT CHANGE IN LEVEL PERMITTED). 13.WHERE PROVIDED,DRAINAGE INLETS SHALL BE LOCATED UPSTREAM OF CURBO (0 (I)
ALL TIMES DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK,SUITABLE BARRIERS, 12. CONTRACTOR SHALL REMOVE ANY AND ALL SEDIMENT ACCUMULATION AND RESTORE BOTH F. �"
RAMPS AND NOT IN THE RAMP AREA.
FENCES,SIGNS OR OTHER ADEQUATE PROTECTION,INCLUDING FLAGMEN AND WATCHMEN AS THE INFILTRATION BASIN AND UNDERGROUND INFILTRATION SYSTEM TO DESIGN CONDITIONS. SPECIES RATE(LB/ACRE) 6.FLOOR SURFACES SHALL BE STABLE,FIRM AND SLIP RESISTANT. 2
NECESSARY TO INSURE THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE RYE(GRAIN) 120 cc CONSTRUCTION WORK.CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST 13. THE CONTRACTOR SHALL CONTINUE TO WATER,FERTILIZE,MOW AND MAINTAIN 7.THE MINIMUM CLEAR WIDTH OF EXTERIOR ACCESSIBLE ROUTES SHALL BE `y.
14.CURB RAMP TYPE AND LOCATION ARE PER PLAN. 0 0 U
EDITION OF"CONSTRUCTION AND MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON SPRIGGED,SODDED,AND PLANTED AREAS UNTIL ALL CONSTRUCTION IS COMPLETE. FOURTY-EIGHT(48)INCHES MINIMUM MEASURED BETWEEN HANDRAILS WHERE PARKING SPACE NOTES: Z 'Z
UNIFORM TRAFFIC CONTROL DEVICES"BY THE DOT. Seeding dates HANDRAILS ARE PROVIDED(NC BUILDING CODE 1104.1 &1104.2). I--
1.ACCESSIBLE PARKING SPACES SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE z
7. ALL MATERIAL CLEARED OR DEMOLISHED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE COASTAL PLAIN-DEC.1-APR. 15-LATE WINTER AND EARLY SPRING 8.WHERE AN ACCESSIBLE ROUTE MAKES A 180 DEGREE TURN AROUND AN OBJECT ROUTES OF TRAVEL FROM ADJACENT PARKING TO AN ACCESSIBLE BUILDING 7-1
WORK SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROPERTY DISPOSED GENERAL EROSION AND SEDIMENT CONTROL NOTES: APRIL 15-AUG. 15-SUMMER THAT IS LESS THAN FORTY-EIGHT(48)INCHES IN WIDTH,CLEAR WIDTH SHALL BE ENTRANCE. 0
OF OFF-SITE. AUG.15-DEC.30-FALL FORTY-TWO(42)INCHES MINIMUM APPROACHING THE TURN,FORTY-EIGHT(48)INCHES
1. THE EROSION CONTROL PLAN SHALL INCLUDE PROVISIONS FOR GROUNDCOVER ON ALL MINIMUM DURING THE TURN,AND FORTY-TWO(42)INCHES MINIMUM LEAVING THE 2.ACCESSIBLE PARKING SPACES SHALL BE AT LEAST NINETY-SIX(96)INCHES WIDE.
8. ALL WORK BY THE CONTRACTOR SHALL BE WARRANTEED BY THE CONTRACTOR FOR A PERIOD EXPOSED PERIMETER DIKES,SWALES,DITCHES,PERIMETER SLOPES,ALL SLOPES STEEPER Soil amendments TURN. THE CLEAR WIDTH APPROACHING AND LEAVING THE TURN MAY BE THIRTY-SIX ACCESS AISLES SHALL BE 60 INCHES WIDE. ONE OF SIX ACCESSIBLE SPACES SHOULD
4.)
OF ONE YEAR AFTER THE OWNER ACCEPTS THE WORK. THAN 3:1,AND ALL DISTURBED AREAS WITHIN THE HQW LNE WITHIN 7 CALENDAR DAYS FROM (36)INCHES MINIMUM WHEN THE CLEAR WIDTH AT THE TURN IS SIXTY(60)INCHES PROVIDE A VAN ACCESSIBLE AISLE. THE AISLE SHOULD BE 96 INCHES WIDE(OR
THE LAST LAND DISTURBING ACTIVITY. GROUND COVER SHALL BE PROVIDED ON ALL OTHER FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND MINIMUM..*SEE NOTE 7 ABOVE FOR NC CLEAR WIDTH OF EXTERIOR ACCESSIBLE ACCESSIBLE SPACE IS 11 FEET AND ACCESS AISLE IS FIVE FEET).WHERE PARKING
9. CONTRACTOR SHALL CALL THE NORTH CAROLINAAGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER. ROUTES*ONE-CALL CENTER AT 1 [phone]
AND
DISTURBED AREAS WITHIN 14 CALENDAR DAYS FROM THE LAST LAND DISTURBING ACTIVITY. SPACES AND ACCESS AISLES ARE MARKED WITH LINES,THE WIDTH MEASUREMENTS
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ALLOW THE CENTER TO LOCATE EXISTING UTILITIES BEFORE DIGGING. SHALL BE MADE FROM CENTERLINE 9.AN ACCESSIBLE ROUTE WITH A CLEAR WIDTH LESS THAN SIXTY(60)INCHES ACCESS AISLES O ES ARE NOT ADJACENT TO ANOTHER PARKING SPACE OR ACCESS AISLES,F THE MARKINGS. WHERE PARKING SPACES ORZ
2. UNLESS OTHERWISE INDICATED,ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT Mulch SHALLPROVIDE PASSING SPACES AT INTERVALS OF TWO HUNDRED(200)FEET MEASUREMENTS SHALL BE PERMITTED TO INCLUDE THE FULL WIDTH OF THE LINE ao EXISTING UTILITY NOTES CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT,NETTING OR A MAXIMUM, PASSING SPACES SHALL BE EITHER A SIXTY(60)INCH MINIMUM BY SIXTY DEFINING THE PARKING SPACE OR ACCESS AISLE. N
MINIMUM STANDARDS AND SPECIFICATIONS OF THE NORTH CAROLINA EROSION AND MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A (60)INCH MINIMUM SPACE;OR AN INTERSECTION OF TWO(2)
1. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THE ACTUAL LOCATION AND SEDIMENT CONTROL HANDBOOK.(NO SEPARATE PAYMENT). MULCH ANCHORING TOOL. PROVIDE A COMPLIANT T-SHAPED TURNING SPACE,PROVIDED THE BASE AND ARMS OF 3. PARKING ACCESS AISLES SHALL BE PART OF AN ACCESSIBLE ROUTE TO THE .
AVAILABILITY OF ALL EXISTING AND PROPOSED UTILITIES IN THE FIELD PRIOR TO GROUND THE T-SHAPED SPACE EXTEND FORTY-EIGHT(48)INCHES MINIMUM BEYOND THE BUILDING OR FACILITY ENTRANCE AND SHALL COMPLY WITH PROVISIONS Z •E O If-- N
3. THE CONTRACTOR SHALL NOTIFY PLAN APPROVING AUTHORITY ONE WEEK PRIOR TO THE
BREAKING. INTERSECTION. FORACCESSIBLE ROUTES. MARKED CROSSINGS SHALL BE PROVIDED WHERE THE - p -6..V
PRECONSTRUCTION CONFERENCE,ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND
Maintenance ACCESSIBLE ROUTE MUST CROSS VEHICULAR TRAFFIC LANES. WHERE POSSIBLE,IT IS II V "'
SITE NOTES: DISTURBING ACTIVITY,AND ONE WEEK PRIOR TO FINAL INSPECTION. REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED,REFERTILIZE 10.DOORS,DOORWAYS AND GATES THAT ARE PART OF AN ACCESSIBLE ROUE SHALL PREFERABLE THAT THE ACCESSIBLE ROUTE NOT PASS BEHIND PARKED VEHICLES. .rrr/// a
1. ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE 4. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO CLEARING AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. COMPLY WITH THE AMERICANS WITH DISABILITIES ACT(2010 ADA STANDARDS),THE ,
OWNER PRIOR TO START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE RESPONSIBLE AND/OR LAND DISTURBANCE. THE TEMPORARY CONSTRUCTION ENTRANCE SHOULD BE THE NORTH CAROLINA BUILDING CODE/ANSI A117.1,AND APPLICABLE LOCAL LAWS& 4.TWO(2)ACCESSIBLE PARKING SPACES MAY SHARE A COMMON ACCESS AISLE. III t O
FOR VERIFICATION OF ALL SETBACKS,EASEMENTS AND DIMENSIONS SHOWN HEREON BEFORE FIRST MEASURE INSTALLED. REGULATIONS.
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5.ACCESS AISLES SHALL EXTEND THE FULL LENGTH OF THE PARKING SPACE THEY W Cl d'©
BEGINNING CONSTRUCTION. 11.
5. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN AND PERMIT SHALL BE 1 U LDING ENTRANCEN SIGNAGE INDICATING THE ROUTE E SHE EEARESNG ENTRANCES.
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2. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS,UTILITIES AND MAINTAINED ON THE SITE AT ALL TIMES. MAINTENANCE PLAN BUILDING SHALL BE PROVIDED AT INACCESSIBLE BUILDING ENTRANCES. Z ` ' 'p, U
6.ACCESS AISLES SHALL BE MARKED SO AS SCOURAGE PARKING IN THEM. G� '�
R.O.W.'S PUBLIC OR PRIVATE,PRIOR TO WORKING IN THESE AREAS.
12.WHERE POSSIBLE,DRAINAGE INLETS SHALL NOT BE LOCATED ON AN ACCESSIBLE �-
6. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND ROUTE.IN THE EVENT THAT A DRAINAGE INLET MUST BE LOCATED ON AN ACCESSIBLE 7.ACCE55 AISLES SHALL NOT OVERLAP THE CULA :4 ^
3. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC SHALL BE THESE PLANS(INCLUDING,BUT NOT LIMITED TO OFF-SITE BORROW OR WASTE AREAS,
OPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE ROUTE,THE GRATE SHALL COMPLY WITH THE AMERICANS WITH DISABILITIESACT 2010 BE PR WAY. ACCESS AISLES SHALL
( ERMITTED TO BE PLACED ON EITHER SI:TvEC)Es0AHD:cil
THE PARKING SPACEEXCEPTFOR Z �PROTECTED FROM INJURY,AND ADJOINING PROPERTY PROTECTED FROM DAMAGE. STAGING OR STORAGE AREAS),THE CONTRACTOR SHALL PREPARE AND SUBMIT A EVERY WEEK.ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS ADA STANDARDS),A117.1,THE NC BUILDING CODE,AND APPLICABLE LOCAL LAWS& ANGLED VAN PARKING SPACES WHICH SHAL HAE ACCESS AISLES LOCATED ON THE •<4CSUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND TO DESIGNED. REGULATIONSPASSENGERSIDEOFTHE PARKINGSPACS,4. ACCESS TO UTILITIES,FIRE HYDRANTS,STREET LIGHTING,ETC.,SHALL REMAIN UNDISTURBED, NEW HANOVER COUNTY FOR APPROVAL.CONTRACTOR SHALL PAY ALL FEES REQUIRED AND /�UNLESS COORDINATED WITH THE RESPECTIVE UTILITY. SHALL INSTALL NECESSARY MEASURES AT NO SEPARATE PAYMENT. THE CONTRACTOR SHALL 2. ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP DRESSED WITH AN ADDITIONAL 2 RAMP NOTES: 8. FLOOR SURFACES OF PARKINGSPACEACESS AISLES SERVINGTHEMSHALL �■j�PROVIDE THE OWNER AND THE ENGINEER A COPY OF THE AMENDED PERMIT. INCHES OF#4 STONE TO MAINTAIN PROPER DEPTH. ANY SEDIMENT THAT IS TRACKED INTO THEBESTABLE, FIRMANDSLIP RESISTANT. CISLES SHALL BE AT THE SAME LEVEL
5. DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION. STREET WILL BE IMMEDIATELY REMOVED. 1.ANY PART OF AN ACCESSIBLE ROUTE WITH A RUNNING SLOPE GREATER THAN 5% AS THE PARKING SPACES THEY SERVE. CHANGES IN LEVEL ARE NOT PERMITTED.
7. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION SHALL BE CONSIDERED A RAMP.
6. THE GENERAL CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE UPON COMPLETION OF CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS 3. SEDIMENT FENCE-SEDIMENT WILL BE REMOVED BEHIND THE SEDIMENT FENCE WHEN IT ° 9.PARKING SPACES AND ACCESS AISLES SHALL BE LEVEL WITH SURFACE SLOPES NOT
THE PROJECT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION. PAYMENT). NECESSARY
BY EITHER THE REVIEWING AGENCY OR THE ENGINEER. (NO SEPARATE BECOMES 0.5 FEET DEEP AT THE FENCE.THE SEDIMENT FENCE WILL BE BE REPAIRED AS 2.THE MAXIMUM RUNNING SLOPE FOR A RAMP SHALL BE 8.33%AND THE MAXIMUM EXCEEDING 2.0%IN ALL DIRECTIONS.
NECESSARY TO MAINTAIN A BARRIER.SILT FENCE STAKES WILL BE SPACED 6 FEET APART UNLESS CROSS SLOPE SHALL BE 2.0%.
7. THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE"CONSTRUCTION LIMITS" A WIRE BACKING IS USED WITH 8 FOOT STAKE SPACING. 10.PARKED VEHICLE OVERHANGS SHALL NOT REDUCE THE REQUIRED CLEAR WIDTH
BROOM CLEAN AT ALL TIMES. 8. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL 3.THE CLEAR WIDTH OF AN EXTERIOR RAMP RUN SHALL BE FORTY EIGHT INCHES(NC OF AN ACCESSIBLE ROUTE.
TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL 4. ALL SEEDED AREAS WILL BE FERTILIZED,RESEEDED AS NECESSARY,AND MULCHED ACCORDING BUILDING CODE 1104.1). WHERE HANDRAILS ARE PROVIDED ON THE RAMP RUN,THE
8. ALL STREET SURFACES,DRIVEWAYS,CULVERTS,CURB AND GUTTERS,ROADSIDE DRAINAGE STABILIZATION IS ACHIEVED. TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS,DENSE VEGETATIVE CLEAR WIDTH SHALL BE MEASURED BETWEEN THE HANDRAILS. 11.PARKING SPACES FOR VANS AND ACCESS AISLES AND VEHICULAR ROUTES
DITCHES AND OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED IN ANY MANNER AS A COVER. SERVING THEM SHALL PROVIDE A VERTICAL CLEARANCE OF NINETY-EIGHT(98)INCHES
RESULT OF CONSTRUCTION SHALL BE REPLACED OR REPAIRED IN ACCORDANCE WITH THE 9. ALL AREAS DISTURBED BY CONSTRUCTION UNLESS OTHERWISE IMPROVED SHALL BE 4.THE RISE FOR ANY RAMP RUN SHALL BE THIRTY(30)INCHES MAXIMUM. MINIMUM. SIGNS SHALL BE PROVIDED AT ENTRANCES TO PARKING FACILITIES
SPECIFICATIONS. SODDED OR SEEDED AS INDICATED AND STABILIZED. 5. INLET PROTECTION-INSPECT ROCK PIPE INLET PROTECTION AT LEAST ONCE A WEEK AND AFTER INFORMING DRIVERS OF CLEARANCES AND THE LOCATION OF VAN ACCESSIBLE U
EACH SIGNIFICANT(i INCH OR GREATER)RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE 5.LANDINGS SHALL BE PROVIDED AT THE TOP AND BOTTOM OF RAMPS. LANDINGS PARKING SPACES. '/
9. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES. THE 10. DURING DEWATERING OPERATIONS,WATER SHALL BE PUMPED INTO AN APPROVED SEDIMENT AND RESTORE THE SEDIMENT STORAGE AREA TO ITS ORIGINAL DIMENSIONS WHEN SHALL HAVE A SLOPE NOT STEEPER THAN 2.0%IN ANY DIRECTION. THE LANDING z
LOCATION OF ALL EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON PLANS AND WHERE FILTERING DEVICE PRIOR TO DISCHARGE TO RECEIVING OUTLET. THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE THE CLEAR WIDTH SHALL BE AT LEAST AS WIDE AS THE WIDEST RAMP RUN LEADING TO THE 12. EACH ACCESSIBLE PARKING SPACE SHALL BE PROVIDED WITH SIGNAGE DISPLAYING F-- n,
SEDIMENT THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA AND REPLACE THE ( ) 0
SHOWN ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL ON HIS INITIATIVE AND AT NO EXTRA LANDING. THE LANDING CLEAR LENGTH SHALL BE SIXTY 60 INCHES LONG MINIMUM. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. SIGNS SHALL BE INSTALLED AT A
RAMPS THAT CHANGE DIRECTION BETWEEN RUNS AT LANDINGS SHALL HAVE A CLEAR MINIMUM CLEAR HEIGHT OF SIXTY(60)INCHES ABOVE GRADE AND SHALL NOT 000ST HAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. NO CLAIMS 11. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND CONTAMINATED PART OF THE GRAVEL FACING.
FOR DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO THE CONTRACTOR FROM THE AFTER EACH RUNOFF-PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO LANDING OF SIXTY(60)INCHES BY SIXTY(60)INCHES MINIMUINTERFERE WITH AN ACCESSIBLE ROUTE FROM AN ACCESS AISLE. SIGNS LOCATED I ......(
PRESENCE
PRESENCE OF SUCH PIPE OTHER OBSTRUCTIONS OR FROM DELAY DUE TO REMOVAL OR MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE 6. SEDIMENT TRAPS/BASINS-REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL 6.RAMP RUNS WITH A RISE GREATER THAN SIX(6) WHERE THEY MAY BE HIT BY VEHICLES BEING PARKED SHALL BE INSTALLED WITH ,�
REARRANGEMENT OF THE SAME.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE IMMEDIATELY. DIMENSIONS WHEN IT ACCUMULATES TO WITHIN ONE HALF OF THE DESIGN DEPTH. THE ROCK INCHES SHALL HAVE HANDRAILS ON BOLLARD PROTECTION, i �_�
WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS OR WHEN THE BOTH SIDES COMPLYING WITH THE AMERICANS WITH DISABILITIES ACT(2010 ADA r 7 r� t--�
TO UNDERGROUND STRUCTURES. CONTACT NORTH CAROLINA ONE CALL"TOLL FREE �.J -+-1
1- 00-632-4949 AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR IS 12. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED BY CONTRACTOR ONCE ROCK IS DISLODGED. BAFFLES WILL BE REPAIRED OR REPLACED PROMPTLY IF THEY COLLAPSE, STANDARDS),THE NC BUILDING CODE/ANSI A117.1,AND APPLICABLE LOCAL LAWS& 13. SIGNAGE AT ACCESSIBLE PARKING SPACES REQUIRED BY THE NC BUILDING CODE 1 !�� }
8 REGULATIONS. '"'+ �./
RESPONSIBLE FOR CONTACTING ALL NONSUBSCRIBING UTILITIES. STABILIZATION OR A SUFFICIENT GROUND COVER HAS BEEN ESTABLISHED OR AS DIRECTED BY TEAR,DECOMPOSE OR BECOME INEFFECTIVE. SEDIMENT WILL BE REMOVED FROM BAFFLES SECTION 1106.1SHALL COMPLY WITH THE REQUIREMENTS OF NORTH CAROLINA L Cr)
THE ENGINEER. (NO SEPARATE PAYMENT).NCDENR FINAL APPROVAL IS REQUIRED. WHEN DEPOSITS REACH HALF THE HEIGHT OF THE 1ST BAFFLE. FLOATING SKIMMERS WILL BEH
GENERAL STATUTE 20-37.6 AND 136 30 AND THE NCDOT UNIFORM MANUAL ON TRAFFIC �! C"�
10. ALL PERMITS RELATIVE TO PROJECT MUST BE OBTAINED,PRIOR TO CONSTRUCTION. INSPECTED WEEKLY AND WILL BE KEPT CLEAN. PLACE SEDIMENT IN AN AREA WITH SEDIMENT 7.FLOOR SURFACES OF RAMPS AND LANDINGS SHALL BE STABLE,FIRM AND SLIP CONTROL DEVICES.A SEPARATE SIGN IS REQUIRED FOR EACH SPACE.SIGNS TO ►-'�1 g
13. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE REQUIRED AT ALL CONSTRUCTION CONTROLS. CHECK THE EMBANKMENT,SPILLWAYS,AND OUTLET FOR EROSION DAMAGE,PIPING, RESISTANT. INDICATE THE MAXIMUM PENALTY MUST BE PROVIDED AT EACH ACCESSIBLE SPACE. ---{ CCfj
11. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND APPLICABLE FEDERAL, STAGING AREA ENTRANCES AND ALL CONSTRUCTION ACCESS LOCATIONS INTO NON-PAVED AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND �
8.EDGE PROTECTION COMPLYING WITH AMERICANS WITH DISABILITIES ACT(:010 ADA 14.ACCESSIBLE PARKING SPACE,ACCESS AISLE STRIPING,AND INTERNATIONAL to 1 O
AREA. (NO SEPARATE PAYMENT). OTHER DEBRIS FROM THE RISER AND POOL AREA. STANDARDS),THE NC BUILDING CODE/ANSI A117.1,AND APPLICABLE LOCAL LAWS& SYMBOL OF ACCESSIBILITY SHALL BE PAINTED BLUE(OR ANOTHER COLOR THAT CAN 4L f..I
STATE,COUNTY,AND LOCAL CODES.
12. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS,CERTIFICATIONS, EQUIPMENT, 14. WHEN CROSSING CREEK OR DRAINAGE-WAY,THE DIVISION OF WATER QUALITY SHALL BE 7. OUTLET PROTECTION INSPECT RIP RAP OUTLET STRUCTURES WEEKLY AND AFTER SIGNIFICANT REGULATIONS SHALL BE PROVIDED ON EACH SIDE OF RAMP RUNS AND ON EACH SIDE BE DISTINGUISHED FROM PAVEMENT). I
OF RAMP LANDINGS. O �/ r_�
ETC.,THAT MAY BE REQUIRED. CONTACTED PRIOR TO DISTURBING A CREEK. THE CONTRACTOR SHALL INSTALL RIP-RAP WITH ( INCH OR GREATER)RAINFALL EVENTS TO SEE IF ANY EROSION AROUND OR BELOW THE RIP RAP PASSENGER LOADING ZONE NOTES: Z
FABRIC ALONG DISTURBED BANKS AND CHANNEL AND RESTORE SLOPES TO ORIGINAL HAS TAKEN PLACE,OR IF STONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED
13. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND CONTOURS,BUT NOT STEEPER THAN 2:1 MAXIMUM.DISTURBED CREEK AREA SHALL BE REPAIRS TO PREVENT FURTHER DAMAGE. CLEARANCES WHERE DOORWAYS ARE LOCATEDTHEAMERICANSADJACENT
A WITH TO I RAMP LANDING,(2010MA ADIERING
REQUIRED BY THE DISABILITIES ACT ADA
1.PASSENGER LOADING ZONES SHALL PROVIDE VEHICULAR PULL-UP SPACE
STANDARDS),THE NC BUILDING CODE/ANSI A117.1 SHALL BE PERMITTED TO WERLAP NINETY-SIX(96)INCHES WIDE MINIMUM AND TWENTY(20)FEET LONG MINIMUM.
METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. STABILIZED IMMEDIATELY. 8. EMERGENCY SPILLWAY/FOREBAY PROTECTION-AFTER EVERY HIGH-WATER EVENT INSPECT THE
THE REQUIRED LANDING AREA. WHERE DOORS THAT ARE SUBJECT TO LOCKNG ARE ` / 1---
LEGEND INTEGRITY OF THE LINED SPILLWAY AND THE ADJACENT EARTHEN BANKS. IMMEDIATELY MAKE ADJACENT TO A RAMP LANDING,LANDINGS SHALL BE SIZED TO PROVIDE A CCMPLIANT 2. PASSENGER LOADING ZONES SHALL PROVIDE A CLEARLY MARKED ACCESS AISLE � R
ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE. REPAIR ANY VOIDS IN THE RIP RAP LINED TURNING SPACE. THAT IS SIXTY(60)INCHES WIDE MINIMUM AND EXTENDS THE FULL LENGTH OF THE 0 z N _,
APRONS,RE-ESTABLISH ANY LOOSE STONES,AND FIX GAPS IN THE ADJACENT VEGETATIVE VEHICLE PULL-UP SPACE THEY SERVE. h
COVER. `D tz
= EXISTING PROPERTY LINE 29 ---- EXISTING CONTOUR 3.ACCESS AISLE SHALL ADJOIN AN ACCESSIBLE ROUTE AND NOT OVERLAP THE
9. SKIMMER-INSPECT SKIMMER AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL TO MAKE SURE VEHICULAR WAY. CI
- = EXISTING EASEMENT THAT THE INTAKE MECHANISM,ORIFICE,OR DISCHARGE PIPE IS NOT CLOGGED WITH TRASH OR <,Q CO CO u.
29 - PRDPOSED CONTOUR SEDIMENT. IF THE BASIN IS DRY,MAKE SURE THAT ANY VEGETATION GROWING ON THE BOTTOM 4.VEHICLE PULL-UP SPACES AND ACCESS AISLES SERVING THEM SHALL BE LEVEL °'2 U
.�.•: IS NOT HOLDING THE SKIMMER DOWN. TAKE SPECIAL PRECAUTION IN WINTER TO PREVENT THE WITH SURFACE SLOPES NOT EXCEEDING 2.0%IN ALL DIRECTIONS. ACCESS AISLES
O 0
. : : = PROPOSED CONCRETE SIDEWALK EG=25.05 EXISTING SPOT ELEVATION
SKIMMER FROM PLUGGING WITH ICE. SHALL BE AT THE SAME LEVEL AS THE VEHICLE PULL-UP SPACE THEY SERVE.
CHANGES IN LEVEL ARE NOT PERMITTED. ~
10. GRASS SWALES-INSPECT SWALES WEEKLY AND AFTER EVERY RAINFALL EVENT. AFTER GRASS
= PROPOSED BUILDING FOOTPRINT PROPOSED SPOT ELEVATION �. U) 2
PG=25.05 HAS BEEN ESTABLISHED INSPECT THE SWALES PERIODICALLY AND AFTER EVERY HEAVY( INCH 5. FLOOR SURFACES OF VEHICLE PULL-UP SPACES AND ACCESS AISLES SERVING THEM I O
- - OR GREATER)RAINFALL EVENT AND REPAIR IMMEDIATELY. INSPECT THE CHANNEL OUTLET AND SHALL BE STABLE, FIRM AND SLIP RESISTANT. i--.(
= PROPOSED BUFFER AREAS ALL ROAD CROSSINGS FOR BANK STABILITY AND EVIDENCE OF PIPING OR SCOUR HOLES.
11: INLET PROTECTION H o 0 0 L'-
REMOVE ALL SIGNIFICANT SEDIMENT ACCUMULATIONS TO MAINTAIN THE DESIGNED CARRYING 6.VEHICLE PULL-UP SPACES,ACCESS AISLES SERVING THEM AND A VEHICULAR ROUTE < 0 0 ., a z
CAPACITY. KEEP THE GRASS IN A HEALTHY,VIGOROUS CONDITION AT ALL TIMES,SINCE IT IS THE FROM AN ENTRANCE TO THE PASSENGER LOADING ZONE,AND FROM THE PASSENGER 1•- --I r 2 0 U
= PROPOSED LANDSCAPE ISLANDS LOD LINITS OF DISTURBANCE PRIMARY EROSION PROTECTION FOR THE CHANNEL. LOADING ZONE TO A VEHICULAR EXIT SERVING THEM,SHALL PROVIDE A VERTICAL W If) 0 Z o
- CLEARANCE OF ONE HUNDRED FOURTEEN(114)INCHES MINIMUM. W w g 0 vi . z z w
X = EXISTING TREE TO BE REMOVED p n a a SILT FENCE
WET =WETLAND LINE o
UJ hQv) � W ACCESSIBLE ENTRANCE NOTES: Q 0 Q Z W p a of Q o U
-`-r`' DRAINAGE FLOW PATH 1.ACCESSIBLE ENTRANCES SHALL BE PROVIDED AS REQUIRED BY THE AMERICANS Z.
QIPF = IRON PIPE FOUND WITH DISABILITIES ACT(2010 ADA STANDARDS)AND THE NORTH CAROLINA BUILDING ' SEAL „....."'o,
CODE,AND APPLICABLE LOCAL LAWS&REGULATIONS. I `���`;��f;i`i��..... ��
OIRF DRAINAGE INLET 2. ENTRANCE DOORS,DOORWAYS AND GATES SHALL COMPLY WITH THE AMERICANS .' � *�-��17AIR..^,' s, 'i
= IRON ROD FOUND WITH DISABILITIES ACT(2010 ADA STANDARDS)THE NC BUILDING CODE/ANSI A117.1 r ' �Q ,6/ *�7)
0 CMF I: CONCRETE MONUMENT ■ CURB INLET/ DROP INLET(AS NOTED)
AND SHALL BE ON AN ACCESSIBLE ROUTE. f F'1
= TELEPHONE PEDESTAL �r'I
NPDES WATER QUALITY STABILIZATION TIME FRAMES I.---I 040:101
TR =TRANSFORMER PEDESTAL(PAD) _ *1 �' •'
SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS ' ii' `
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-Yr- w-- w- -- = EXISTING WATER MAIN `p \-
PERIMETER DIKES,SWALES,DITCHES AND SLOPES 7 DAYS NONE ii�
0 81 ® (2) i'itilitillio`
--88 68 68 68- = EXISTING SANITARY SEWER MAIN
HIGH QUALITY WATER(HOW)ZONES 7 DAYS NONE 3''
-
° -- ,'° °« = EXISTING OVERHEAD ELECTRIC SLOPES STEEPER THAN 3:1 7 DAYS IF SLOPES ARE 10'OR LESS IN LENGTH AND ARE ,,y,, „_.-- -"-
NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED
0
SLOPES 3:1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50'IN LENGTH Know what Call befogs below. I
•ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 14 DAYS NONE,EXCEPT FOR PERIMETERS AND HOW ZONES youd�g■ �-
h-�i PEI JOB#: 16178.PE
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IPF = IRON PIPE FOUND
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/ ir4 4P 0IPs = IRON PIPE SET
30 UTILITY EASEMENT
// \\iy� c� �CMF =CONCRETE MONUMENT — 20' _ /
j \ � ' `\� o�aP =TELEPHONE PEDESTAL — r--- EASEMENT/
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PROPOSED `Hi.14
- ,_JSTORMWATER , � W ZSITE INFORMATION MANAGEMENTSYSTEM. PARCEL BPROJECT NAME: 7245 MARKET STREET OPROPOSED USE: RESTAURANT SEESHEETC3.0 6
35,230 SF +/- ° d.TAX PARCEL NUMBER: R04400-002-036 000
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SITE ADDRESS: 7245 MARKET STREET
CURRENT ZONING: B-20TOTAL SITE AREA: 2.02 ACRESOzQ
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DIMENSION REQUIREMENTS
FRONT SETBACK50' I0SIDE SETBACK0'(NOT ADJACENT TO RESIDENTIAL) I ( UREAR SETBACK0'(NOT ADJACENT TO RESIDENTIAL) JMAXIMUM HEIGHT40'
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BUILDING INFORMATIONEilmillTOTAL FOOTPRINT 44 U
(1)1-STORY RESTAURANT 4,440 SF O ? PROPOSED PROPERTY LINE
IMPERVIOUS INFORMATION JAY PATl ERSON &
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CHARLOTTE PATTERSON _...____._ _......� /
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PROPOSED BUILDING: 4,440 SF DB 5707, PG 1734 / \ R15 1h 3 , :....,,„.
PROPOSED PARKINGNEHICLE AREA: 30,778 SF / $ I t 'z ��, O NPROPOSED SIDEWALK: 2,275 SFZONED B-2 ` {` k'�£ ``' -
FUTURE!MISCELLANEOUS2,015 SF ('�`'Y.`YZ i $ 4 0 / VI
�j40,000 SF(0.92 AC 75.9%) tA ( COSWALD, LLC_71-1 @ �24.83 , DB 4883, PG 903 m C) V
PARCEL 2 j#2 INFILTRATION BASIN] °
FUTURE/MISCELLANEOUS 26,070 SF(0.60 AC-74.0%) Q cp R� -�— R3' - ? ZONED B-2 V
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TOTAL PARKING (RESTAURANT) ..4.
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REQUIRED(RESTAURANT): 1 SPACE PER EACH 3 SEATS:150 SEATS=50 SPACES rn _ — �'
1 SPACE FOR EACH 2 EMPLOYEES P4r-+ r
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PARKING PROVIDED: 58 SPACES
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HANDICAPPED PARKING PROVIDED: 4 SPACES TOTAL(1 VAN SPAE) ° ;. "'
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r-T i C=MN 2 . 0 PEI JOB#: 16178.PE

N
r v
/ LEGEND:
c''
- 2d EXISTING CONTOUR -_
20 PROPOSED CONTOUR `___ �` 7
EG=25.05 -
EXISTING SPOT ELEVATION _________
SITE WILLOW BROOK -`-
PG=25.05- PROPOSED SPOT ELEVATION ------ -
- ---_
--
ii. (56- • : ® STORM STRUCTURE
o
OGDEN ON THE GREEN 2 ~ ~- �" --__-_
kliV2 -+s Z
I 15'SPILLWAY(SEE DETAILS) `� �` _ - ----
-as _ --�s ----•_ 0
•
/ 47 \; W
pp ••. -� 46 \ I lY
Floc, I .4.---.------ \ 46 �'� \
��t�� OGDEN PL yp . 41 I
P �"o I I I INV 4 ,.1 _
`s '�o `� ______ I I I \ O
- ___ _ I I I I I max` -- ----- 9-1 t
co �---- N
- inI i Gj CL
�FA. , T• I 1 ! z z
VICINITY MAP i I I \ ' / -<-I O uu
(SCALE: 1"=500') 1
(#2]INFILTRATION BASIN II I l 7 2 J
[CONVERT TEMPORARY SEDIMENT BASIN r , " -� J
TO INFILTRATION BASIN-SEE DETAILS] I I \ l ,, `r J >
NOTES: I I I I 1 I S W Z
1.) SEE GENERAL NOTES SHEET(C-1.0)FOR GRADING,DRAINAGE AND EROSION CONTROL NOTES AND DETAILS FOR MORE I 5'TOP OF BANK AT ELEV.46.85 I I i I , - / / O = m O
INFORMATION. I i I I I / 17
0
2.) ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL NEW HANOVER COUNTY STANDARDS AND SPECIFICATIONS. I i I I II I 0 U
O
3.) GEOTECHNICAL TESTING SHALL BE PERFORMED ON-SITE. A GEOTECHNICAL ENGINEER SHALL BE CONSULTED TO CONFIRM I I I I / ( z z
SUITABILITY OF SUBGRADE MATERIAL AND PROPER COMPACTION IN FILL AREAS. I I I I Z
4.) SEE FINE GRADING PLAN(C 3.1)FOR SPOT GRADES. I I I I I ( ) 111
w
I 4 I I I I \ I U
ASPHALT AREA NOTE: I I I I J
1.) SITE CONTRACTOR SHALL STRIP TOPSOIL AND ANY UNSUITALBE MATERIAL AND PROVIDE CUT/FILL OPERATIONS TO ' I I I I \ _ / 4-)
PROVIDE A COMPACTED CONTROLLED SUBGRADE, IN ACCORDANCE WITH THE SUBSURFACE GEOTECHNICAL I I �- 0
EXPLORATION AND TECHNICAL SPECIFICATIONS. ` L.4- -I 45.10 INV, 46.60 INV. Z M
I \\ 46 SWALE#1 dam- O
BUILDING PAD NOTE: i ��-�� f Z. �°
,
1.) SITE CONTRACTOR SHALL STRIP TOPSOIL AND ANY UNSUITALBE MATERIAL AND PROVIDE CUT/FILL OPERATIONS TO \ - - l- 47 - - ,u �� `o-N co
i'
PROVIDE A COMPACTED CONTROLLED BUILDING PAD, IN ACCORDANCE WITH THE SUBSURFACE GEOTECHNICAL Z • O t' N
EXPLORATION AND TECHNICAL SPECIFICATIONS. CLEAN-OUT(TYP. 14 TOTAL) CB-104 /
20 LF OF B"0 CL.II PERFORATED ADS N-12 / /'� - QUO U
° RIM=46.80 , ' 1 ) a - D4
HDPE PIPE AT 0.00/°SLOPE[INV=44.08] ��✓✓
NOTATION: (TYPICAL-14 TOTAL) [C] I INV=44.08
N
I 95 LF OF 15"0 CL.II PERFORATED r - , SUMP=43.08(12 ) ? W
+ R • • � > /� 47 LF OF 15"0 CL.II PERFORATED O O G
•
CB = CATCH BASIN TC = TOP OF CURB ELEVATION ) ADS N-12 HDPE PIPE AT 0.00%SLOPE `I�<y z$ . ltir ,' ► r: p�Z �; eFJt. `!� / ' ADS N-12 HDPE PIPE AT 0.00%SLOPE tll V �-+
MH = STORM MANHOLE BC = BOTTOM OF CURB GUTTER ELEVATION I CB-105bl ` r + N
it 1 I • '< I CB-103 N p t�
OS = OUTLET STRUCTURE PG = PROPOSED GRADE RIM=46.80 ' �� �A`:Ili
'•'��' ,7 � '.•_ � ;IV)
Z r-' � V' ' `� �► \ ( RIM=46.80pINV=44.08 + + _ `1PII
Ii t ���, � ��`�. ,,��cc��HP I IIGH POINT ELEVATION ' � " � ���p '� ;,�i'.�t+�:g. �:� . : _• �° ;���,�:';3'�7 INV-44 08 �
SW = SIDEWALK ELEVATION v
SUMP=43.08(12") i -:
may,p wp ,'•cL" E:,,, •4,�!31�'°v , .�t3` .!`�If R'?+ ,� '..,, • .,4lETtS id''�-'` +St SUMP=43.08(12")
I � t�-
P4 °
DRAINAGE NOTES: t,1 \ 1,. ...„--//
I, ; ZI Jr 72 LF OF 15"0 CL.II PERFORATED1.) DRAINAGE EASEMENT AND STORMWATER SYSTEM MAINTENANCE IS THE RESPONSIBILITY OF THE DEVELOPER OR HOA, I \ ' [A] r►► i 1,p_ ADS N-12 HDPE PIPE AT 0.00%SLOPE ^ W
INCLUDING PONDS,PIPES,AND INFILTRATION BASINS AND TRENCHES. I ' ` " +� 58 LF OF 12"ADS N-12(WT) \ - 3� w
r HDPE PIPE AT 1.00%SLOPE I Ir
2.) ALL IMPERVIOUS MUST DRAIN TO THE DESIGNED STORMWATER SYSTEM, PER THE APPROVED PLANS. "� . [INV UP=44.66/INV DN=44.08J ,, I'V
3.) NO OBSTRUCTIONS ARE ALLOWED IN DRAINAGE EASEMENTS,INCLUDING FENCES. � ° ` I_ y!! I EXTEND AND CONNECT TO ROOF
r �' \ •�i'l` DRAINS(SEE PLUMBING AND
4.) ALL STORM DRAINAGE STRUCTURES SHALL MEET NCDOT STANDARDS AND SPECIFICATIONS AND SHALL BE TRAFFIC RATED _ E ,t ARCHITECTURAL PLANS BY OTHERS)
FOR H-20 LOADS AT A MINIMUM.
! a I ` I q y I
NI : , h
5.) ALL CATCH BASIN(CB)RIM ELEVATIONS ARE LISTED AS THE"GUTTER OF FLOWLINE ELEVATION"WITHIN THE CURB SECTION.
MAINTAIN A UNIFORM EDGE OF PAVEMENT(EOP)WHEN PLACING THE STORM INLETS WITHIN THE STECA -SEE EROSION I I- . ' r,:. r. RIM=4
t r� y _1 � . II RIM=46.80 n
THE SHALLCONTRACTOR Y--•1
CURB-LINE(SEE"CURB TRANSITION"DETAIL). FOR CATCH BASINS WITHIN A TRANSITION FROM 24"'STANDARD CURB&GUTTER, (TYPICAL SEE EROSION [ ► r 't' I
THE RIM ELEVATION GIVEN IS 1 INCH BELOW EOP. CONTROL PLANS) I u ' S ``: INV=44.08
®® . 7 SUMP=43.08(12")
6.) MANHOLE RIM ELEVATION SHOWN ABOVE IS FLUSH WITH PROPOSED GRADE. CONTRACTOR SHALL PROVIDE 6"CLEARANCE I CB-112 `'' a a, t ` . If �'
m s C sit �cu .k 4I,,, .I . 5'� t`i PAI , 4 I-)
ABOVE PROPOSED GRADE WHEN PLACED IN A GRASS/PERVIOUS AREA;AND A FLUSH CONDITION WITH PROPOSED PAVEMENT I RIM=46.80 ; {+ n'}i's J i •
t )�,; SIP *4 , 11. 9 ` • : + I{I : 72 LF OF 15"0 CL.II PERFORATED I
OR IMPERVIOUS COVER. INV=44.08 I I� a I � n f ks sue° � I'' o
SUMP=43.08(12") `' " a �' ADS N 12 HDPE PIPE AT 0.00/o SLOPE
IN
7.) PROPOSED BUILDINGS SHALL DIVERT ROOF DRAINAGE TO STORMWATER COLLECTION SYSTEM. {% �` s x x� 3iry k at a
1/1
8.) CONTRACTOR SHALL ADJUST ALL FRAMES OF EX.UTILITY INFRASTRUCTURE WITHIN ASPHALT OVERLAY AREAS TO MATCH a I ;� E r 1 1-�ite?- k+'yi. `fix. I Y pt Pl ��i "hifZafiUI �IT Ys �")
PROPOSED GRADES. {i ,1 Sig' g U r z f t. p J}1 7�--•1' F
I WASHED NO.57 STONE ;II * . 1•v9 ig O' Kj '` s �4� N-,4 t , R „I 01; !'�!
(TYPICAL SEE DETAIL) r fi t 'f.' �- 1 rI-1^-1 O
" 1 t - '1 F i t 1 1 I (�
1 r s s3 ,f i v ly ct: V J
I II ..v ?..£_, ,._ . lyiII i E---+ g c:4
CB-101
86 LF OF 15"0 CL.II PERFORATED II .. I cD `,( t RIM=46.80
7.
ADS N-12 HDPE PIPE AT 0.00%SLOPE ► e 1, - i+` ` I' (� I--i 0
'd ti. r i ,,:.. ` :. re
. + INV=44.06 rT
I Ili , = I , . ? SUMP=43.08(12") ► / F-+- O
LIMITS OF WASHED NO.57 STONE WRAPPED / s t � HC HC HC / H• , k , I C.
IN NON-WOVEN GEOTEXTILE FABRIC ( q'`. VAN) / p,.....iv F.--it_i 1j
r t�-i
(TYPICAL SEE DETAIL) tI( ;`_,,, , `C� (} m 62 LF OF 15"0 CL.II PERFORATED O �T ti
I 1 ADS N-12 HDPE PIPE AT 0.00%SLOPE 1-4
F:+-
CB-111
.*. } r''
RIM=46.80 Ii � , ' : 1 + auk2
INV=44.08 t r J
C 1 ti
SUMP=43.08(12") "'r' - '. �a,+, •7t4� (�,Q [#1]UNDERGROUND INFILTRATION SYSTEM
' ' '- ..* . _k° R>?{ fw`� L,all'! -t`�� l.. _,` ti d MI (TYPICAL SEE DETAIL) F•�i \.J C'-- ,-1
ILL ,•. , , � ; �• � A-
ksil ,„,itliii,,,, , rA , x �o� i1 �
ivok
OUTLET STRUCTURE(OS 100127 LF OF 15"0 CL.II PERFORATED . • " v . �,'1� ° I' ,- M ,
ADS N-12 HDPE PIPE AT 0.00%SLOPE • -ty a�.... --- =____• .. __ . __. _. h , '" ��141 z� „ ,, ,. SEE DETAIL
MH110 - 4. i "Its#1.: :::::1 -
RIM=47.05 ::
INV 44.08 ! LJTi; I OS 100 RIP RAP APRON 4:-: CO
25'STREETYAF�► 1 _ ' 'I ; ' f (SEE DETAIL)
\ C/D 0
22 LF OF 15"0 CL.II PERFORATED .' , • ' • BUFFER, : • ' ' 'K' • . I r° 0
• -- ADS N-12 HOPE PIPE AT 0,00/o SLOPE Z IL
: • •• . . ; , • • . • . , • - - - Q 0 O
C. s • .O -OWE • i^ OHE �-4 OHE \ OHE CEL) ( S S re -
RIM=46.80 - a1 = - �- '- iiI1
HO
dd
-- ____ - 4 JIJ L L t,3 <C
SUMP 43.08(12") - 15 Clap Q II. (.)a u. a Cl o
15 CMp 15 CMP 15-- CMP INV=42.10
INV=42.52 lNV-41,84 �Y:
INV=42.42 tf I SEA!0`
•-% CARD ��''
I . Sk .. .... 4/ .
91 LF OF 15"0 CL.II PERFORATED CB-108 60 LF OF 18"0 RCP I **N.' Q F� ky.....1*. �q�-
ADS N-12 HDPE PIPE AT 0.00%SLOPE RIM=46.80 (CL IV)AT 0.30% Tj �•'.QO 'INV=44.08 [INV UP=42.03] MAR F,T STRE>--�,T - US H WY 17 .. ,
SUMP=43.08(12") [INV DN=41.85] 0 �4 ��
19 LF OF 15"0 CL.II PERFORATED 26 LF OF 15"0 CL.II 100' PUBLIC R/W ��„ /
1
ADS N-12 HDPE PIPE AT 0.00%SLOPE PERFORATED ADS N-12 t., ...
, �� �� .%�
CB-107 HDPE PIPE AT 0.00%SLOPE Know what's below. W `,i i� ', . .• '* ..
RIM=46.80 CB-106 '�i��r/E �,;►►►...`
INV=44.08 RIM=46.80 "befale dig.
SUMP=43.08(12") INV=44.08 I
SUMP=43.08(12")
8 LF OF 15"0 CL.II PERFORATED GRAPHIC SCALECADS N-12 HDPE PIPE AT 0.00%SLOPE 15 0 60 120 1 -•� •
0
......
t, I
SCALE: 1"=30' 1-1�
-•I-i PEI JOB#: 16178.PE

1
,7 LEGEND:
w -
-,�. 20 EXISTING CONTOUR I I I I I ,�
I
20 PROPOSED CONTOUR I
I
EG=25.05�� (#2]INFILTRATION BASIN I I
4it I
EXISTING SPOT ELEVATION [SEE GRADING AND DRAINAGE PLAN C-3.0) /
SITE WILLOW BROOK x 7PG=25.05 PROPOSED SPOT ELEVATION I I I r
( V-
1, STORM STRUCTURE I I I I
I I I
/ '0 ro�
Pe- FR4 !o0-9 I I x
OGDEN ON THE GREEN 2 I I /
\ /
i -
Vor;wi G� II
cn
_ < ,- /
t-I 4
4. 45
46 SWALE #1 ''/ En
\\<
w5
4'op -- 46-____ 46 TC 47.62
F
�~ soG TC 47.72 TC 47.95/ if76
47 _ BC 4755 BC47.12 U �f-
BC 47.25 BC 47.22 J
/, \ 0 0 N
�O l; I p °�° �Oo O / M
G
Z(
-� Z
TC 47.54 - �- --- --- -� r i r� __� � / �/
VICINITY MAP t Tc47.79 11.
I I - BC47.29_....„..._ ............ ' ,;a -- I 0 W
,,
(SCALE: 1"=500') TC 47.45 TC 47.49 1 5°rO
BC 46.95 ,� BC 46.99 TC 47.68 --� -.� =J
TC 47.30
lc,
TC 47.30 PG 47 30 -BC 47.18 BC 46,80 ;ii J 5
NOTES: BC 46.Bo
II f °
1.) SEE GENERAL NOTES SHEET(C-1.0)FOR GRADING,DRAINAGE AND EROSION CONTROL NOTES AND DETAILS FOR MORE *:,c,.,:r...,:_,
_ -. _ - ?;._ "k • ...� _ TC 47.35•' .. ( I m Z
TC 47.43TC 47.30` ' z0
INFORMATION. i ', BC46.93 BC 46.85 BC 46.80 ^I OI
2.) ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH All NEW HANOVER COUNTY STANDARDS AND SPECIFICATIONS. 2 CO
TC 47.71 e TC 47.54 , \ BC 47.25 f �" / ,
BC 47.04 0BC 47,21 7 O Gj3.) GEOTECHNICAL TESTING SHALL BE PERFORMED ON-SITE, A GEOTECHNICAL ENGINEER SHALL BE CONSULTED TO CONFIRM .. n A1TC 47.51 \ o - ZSUITABILITY OF SUBGRADE MATERIAL AND PROPER COMPACTION IN FILL AREAS. 1 1^p/�, a- \ O4 BC 47.01 1 Z
4.) SEE GRADING AND DRAINAGE PLAN(C-3.0)FOR UNDERGROUND INFILTRATION SYSTEM AND INFILTRATION BASIN. W
j Ilbb�"ppQS�
w PG 47.43\ I� I� TC 47.55 ( J
BC 47.05
t••,1i w'1 1 I" o
ASPHALT AREA NOTE: TC 47.95 TC 47.74 PG 47.44 PG 47.32 PG 47.32 `I
BC 47.45 �' � •.�; • � . ; .BC 47.24 I4-11r.
TC 47.95 'q ('n
1.) SITE CONTRACTOR SHALL STRIP TOPSOIL AND ANY UNSUITALBE MATERIAL AND PROVIDE CUT/FILL OPERATIONS TO - "'. TC 47.77 • BC 47.45 I I ,nm
A COMPACTED CONTROLLED SUBGRADE IN ACCORDANCE WITH THE SUBSURFACE GEOTECHNICAL r IR
II 1 ' 0
PROVIDEBC 47.27 \ I Co fTl
EXPLORATION AND TECHNICAL SPECIFICATIONSEtArga.
/ I I
N rn Z OM
BUILDING PAD NOTE: TC 47.61 i TC 47.75 TC 48.07 SW BC 47.62 PG 47.50 BC 47.50 SW 47.80 ]BC 47.24 �) I 1 T
N
BC 47.11 BC 47.25 BC 47.57 a N1 J
\ j
1,) SITE CONTRACTOR SHALL STRIP TOPSOIL AND ANY UNSUITALBE MATERIAL AND PROVIDE CUT/FILL OPERATIONS TO ______._,_.__ / `-� ! •. + 0 `� �✓
PROVIDE A COMPACTED CONTROLLED BUILDING PAD,IN ACCORDANCE WITH THE SUBSURFACE GEOTECHNICAL x W 4 12 ` i r •
:" `J ^1{
l N
EXPLORATION AND TECHNICAL SPECIFICATIONS. _ __ . r / o C 7
r -�_ SW 48.05 I SW 47.83 r � I _ Q �,
NOTATION: i`' •� �k -'�' i, Fr j, i
I a v t
PG 4$15 SW 47.71
i 0
_ :'• ..
TC 47.66 3 ,'
CU
CB = CATCH BASIN TC = TOP OF CURB ELEVATION I t 4
SW 48.30 • x � �� �� ������ �� < ' "��� I,: BC 47.16 �� W . Z U
OF CURB GUTTER ELEVATION e` n211 �" °, �' ' � PG 47 90 l
,), tU
MH = STORM MANHOLE BC BOTTOM (GUTTER) 1 - ,/ o ` E v N G Q
i
- �� � � • � FFE 48 45 � FFE 4 4 � '� �`� �, �< �.- f' N C-
OS = OUTLET STRUCTURE PG - PROPOSED GRADE TC 47,30 T_ �� fr �� � �4 � � "
[ .
HP = HIGH POINT ELEVATION BC 46.80 +�� } '' ��e e $" i
TC 47.80 �5 j .:`fin' 5 �r£r "> I I Zor''
SW = SIDEWALK ELEVATION
1 BC 47.30 •m=y +�: 40 ; y a of ; tr`' �h t o , (� i
:,41-1 -• v P4
DRAINAGE N (OTES. \4) 4 a is h $' y h r i fi '
z
TC 47.79 f
ir � T t ,. T1� fi .e ��$ � sr ii
TC 47.55
i p .,a, „ ,. r n n s BC 47.29 � 1
4<
1. DRAINAGE EASEMENT AND STORMWATER SYSTEM MAINTENANCE IS THE RESPONSIBILITY OF THE DEVELOPER OR HOA, I II I
• *Put:
:��I�� ® � � � � r� w� a � A �����`'�� I_ � BC 47.05 �
INCLUDING PONDS,PIPES,AND INFILTRATION BASINS AND TRENCHES. ' + W 48,35 ' 4 • ° r t,,f, z. , - '; _ 1 0or°
,,I t\ I t�FFE4845g1. a .4 ,` :` ' :4t1 a;
2.) ALL IMPERVIOUS MUST DRAIN TO THE DESIGNED STORMWATER SYSTEM,PER THE APPROVED PLANS. ----7/... ---.V__ §= � �. P �I
3. NO OBSTRUCTIONS ARE ALLOWED IN DRAINAGE EASEMENTS,INCLUDING FENCES. (#1]UNDERGROUND INFILTRATION SYSTEM
[SEE GRADING AND DRAINAGE PLAN C-3.0] r `� i'' : 1
\ ° 7:1;::: .:7: FFE 48 5 „ TC 48.12 114.) ALL STORM DRAINAGE STRUCTURES SHALL MEET NCDOT STANDARDS AND SPECIFICATIONS AND SHALL BE TRAFFIC RATED _,itib,FOR H-20 LOADS AT A MINIMUM. :: t + w : 4 BC 47.62 1TC 47.60 o I . .� ,v< . 1- a i 15. ALL CATCH BASIN CB RIM ELEVATIONS ARE LISTED AS THE"GUTTER OF FLOWLINE ELEVATION"WITHIN THE CURB SECTION. BC 47.10 �-- - • _ ,ii..,-
A',:I;, W 48 ' `::
THE CONTRACTOR SHALL MAINTAIN A UNIFORM EDGE OF PAVEMENT(EOP)WHEN PLACING THE STORM INLETS WITHIN THE 'it � SW 48.34SW48,34 - ,. • ' ��"� XCURB-LINE(SEE"CURB TRANSITION"DETAIL). FOR CATCH BASINS WITHIN A TRANSITION FROM 24"STANDARD CURB&GUTTER, - I �.THE RIM ELEVATION GIVEN IS 1 INCH BELOW EOP. I'.It _ + �z r TC 47.30
TC 47.90 l BC 46.80
6.) MANHOLE RIM ELEVATION SHOWN ABOVE IS FLUSH WITH PROPOSED GRADE. CONTRACTOR SHALL PROVIDE 6"CLEARANCE
I y__� BC 47.40 i_; • yr 2.9% t` I.'-;, \ f l
ABOVE PROPOSED GRADE WHEN PLACED IN A GRASS/PERVIOUS AREA;AND A FLUSH CONDITION WITH PROPOSED PAVEMENT I II • I TC 47.85 SW 48.25 % ,°ten l�SW 48.25 TC 48.00 1 •
Z
OR IMPERVIOUS COVER. / BC 47.35 BC 47.75 HC { BC 47.75 BC 47.50 i ; 1
o H II
I TC 48.02 (VAN) TC 48.03
7.) PROPOSED BUILDINGS SHALL DIVERT ROOF DRAINAGE TO STORMWATER COLLECTION SYSTEM. O I
8. CONTRACTOR SHALL ADJUST ALL FRAMES OF EX.UTILITY INFRASTRUCTURE WITHIN ASPHALT OVERLAY AREAS TO MATCH / iiikettatTH',
52 /BC 47.53 / o
/ TC 48.05 1 ��
GRADES. o / / PGJ47.4 BC 47.55 �� , I �-�1
PROPOSED GR rn I � :SI PG 47,48 `PG 47,48 8 C. 1I '. € I 1 H
\ ;k \ / I : TC47.70 ( 1 hni O
TC 47.30 -� "� o� PG 47.35 .. BC 47.10 1 f--1 [�
BC 46.80 I� d �o\° 7 ^ r, i X ` U
'� e - T 47,59 I / C j W
1 • '� 50' RONTY RD $ETBACt1 s ` Tc a7.55 ) BC 47.09
ai
\ \ �o� 0 2
r1'1 I �' I
TC 0
TC 47. 3 BC 47.00 ' aJ,-/ r I j ,,,�1
BC 46.83 �� } al I �� �� �" x . �i
, , ,,, „ L _ -I _� TC 47.35 TC 47.35 ( ( h
��' �Q BC 46.85.BC 46.85 U �./ z
47 y, r ' TC 47.30 ,_ / I
r24 If
TC 47 33 TC 47.30
__.-..t__,4-h_i BC 46.83„ BC 46.80 R yR - t k t k BC 46.80 �`_k 4.- _-- 47 . ;, .__ d ��
k k 4 8 k k TC 47.62 k y k k t y k t t PG 05 "� k ni 1 roe Ir--.1 N 4:
" k k . : R k k .BC 47.12 , k t k k . k y t k` k TC 47.33 . , k k k k •=: :.> % / F.L4 1�-I I- X
` BC 46.83 R /
k y k k •
k R k R 4 k 4 t t k y k k „ Y k k
v ` 4 k . k k-.--'-1 ` R k [ - k y` k ` k k k v t k k 4 k 4 k`
t ' kt ` ' ' . . , 25' STREETYAED k , kRkkt rkRk .k4:kw`"9--• , kty . .. , rQ k //��J\
. \
\ t R k k k ` ` 4 k k t k k e y i R R 4 t. t 4 t` R y k k ` R k k T O_ k - t ' R R k (T' rn i o ao
k y t ° t <. k k y k k y - BUFFER, k k R k k k k 4 y t y k y t y, k TC 45.39 k o, RTC 45.39 t I r►"'� Z
s y r R t k k k t y R k R R • k y 4 t t�4 kk t ., k k t y BC 44.89 PG 45.20 rO BC 44.89 , \ �/I, O
t y R k /. R k , k y k 4 R 4 y ` //�/I c v. k v - __-.44 \ - __.�.
•+w-"-'-'� R R t y k R k_J, t" -:..•CC:I- k -R t`� . e : k R k y t / .k R t V . t k k k R k k ,_.• k� k k Jam,) \\\\\\
c� OHEE - �� SHE OH PG 44.48 �,.A '� OHf�PG 4 OHE _J OHE ( C2Y
__ -_ _ _ PG 44.50 - 44-PG 4_4.43 PG 44.37 - -�_ 44 g 0 z ii
0
�--- =__-. 4 __ _ --_ r o,-- - o. ---- - ____ „w K H. g z o
A o
A o ) 0 DQ- o Z
`�4' _.-._-^-__ N N 4 �'�}�, ^ n.^ >. � F- to in 5. a
_../" W g F-- _,(n W
/ D_ �au. � 0 arooaU
MATCH MATCH EX. MATCH EX. BY: _ O
44.3 +/- 44.19+/- 44.08 +(_ 1
r I SEA,,tto �r���rrrerrri
18" RCP (CL IV) ��CARa
811
MARKET STREE - _ 50�T - Hwyy = 0� , 19k1�p ;
U S 17100' = fte ,�
PUBLIC ROW Know what's below. s- '''�A�/Ei. J•F�S .
Call before you dig.
GRAPHIC SCALE
0 10 20 40 80 t ' C ""
3 , 1
.......
SCALE: 1"=20' I-I�
-�-4 PEI JOB#: 16178.PE
J

1
1/8" 1/8" -
RAD.
2"-S9.5B SURFACE #5 BAR CONTINUOUS (TYP) A a Q ° Qp 1�� _}-
. . 6X6-2.9X2.9 WWM AT MIDSLAB gi ° 4
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3"R 1/8"R rrri""•Sirii 17 1�14.113'44.fi t i� ���f isr}ri"•i.� 1y��'i
,+. , ++'.*,._.+•ri` r rt)rt+ +j 1ru•r.r t ,fkr 8"THK. PORTLAND CEMENT CONCRETE 4000 PSI
° No rD r , �vq••4 4-����w-t-....11•��1.4 s� 5 -B25.OB BASE COURSE MIN. OR AS SPECIFIED IN THE GEOTECH REPORT
6 i ..r�vaL.,„te '�haft•..'+Y►.,•tkv,;:+,r►•.e�i,« 1/2" JOINT 1/8" RADIUS, TYP.
d, rrr r•.r.rrsrr rr r„•.�,rir�•.rl. a•rr ru tt.+:�N..0 N _
� • rr
/\/\/\/\/\/\/\/\/\/\/\< .�i =�i=%��': 4"THK. MIN. CRUSHED STONE BASE OR SEALER DUMMY GROOVE
r ° a ° • \ \ \ \ �--COMPACTED SUBGRADE * ti ,,.,!-!;:!;,���!-�
N ^ . ° 6" j // // // // // / /\/\/\/\/ 11.4`IT=11 RII. p .III AS SPECIFIED IN THE GEOTECH REPORT
° . 0 \\/\\/\\/\\/\\./\\/ \/x /\ /\ /\ /, 100% ASTM D698 TO 12 DEPTH 12„ I!` t- COMPACTED SUBGRADE EXPANSION JOINT CONTRACTION JOINT
gi•:,,, ;;3\z 14",',:. F-',-,-)l' •e-;:. '' ..p, AGGREGATE BASE VARIES``,L N{ ' 1 f r 4_6"
UNDER COMPACTED SUBGRADE3000 PSI
; x,;�.,,;',14 -.4 i,.: CURRSETYPICAL NCDOT PAVEMENTSECTION
I. IN ACCORDANCE WITH GEOTECHNICAL CONCRETE
� '''''' CURB.-'. _..'''iyS;�r^'�'•'Yr:r��. .�. +�'L'.Cy::i4.`ut�.:t'�{.�:i.7.`�fi:•:�. .
6" - 24" (PAVEMENT WITHIN NCDOT ROW ONLY) REPORT
• 1/4" PER FT.
1/
24" CURB AND GUTTER NOT TO SCALE 4° °d °
(REVERSE SLOPE) HEAVY DUTY CONCRETE PAVING SECTION (ATDUMPSTERAREA) SECTION VIEW
NOT TO SCALE NOT TO SCALE >
\\\\\\\\\\\\\\\\\\\\\\\\ \ 2"SF9.5B SURFACE COURSE 4 - 6" ASPHALT w
4 4 PAVEMENT
1!2"R 18° ��ao , ° 4 d
6" NCDOT CRUSHED STONE AGGREGATE 4 __ 6"
6„ -.o ..h.- P. 4 o a
rrre . , BASE COURSE 100/o ASTM D1557 EXPANSION JOINT 8'-10' O.C.
•
3„ R \\5/Y/\/ /\/ / / /N. \/\ \: COMPACTED SUBGRADE IN. 1"DEPTH �•��.�� ° I.���I�.I� 0
/--1/8"R // // // // // // // // //%/// IN ACCORDANCE WITH 9
\ A A /\ A A /\ /\ /\ /\ /\ GEOTECHNICAL REPORT '' `. `=' ` 4000 P.S.I. CONCRETE .•• 456• ° _
1 /V
r •�-•�. a �•-•-•-•�• -•-•-
N 1 :,::.:..1: :' �.�` &I`l t11
7 •.�ri�• • ••Y •• x.• 4A • • • • • 4•`,• • (.�
„ � •• � � ,. r%' �ir•i••�•: � �•- fir..
08
MIN. 2" DEPTH -• -•- -•- -•- -•- -•- -•- - --- - Z �
41
0 ° • ••'•' •••'••A� 04
• • •••�'�� �� • '�' 6„ C.A.B.C. 1/2" EX O ' Q
5•}5fi:3S :.�;, ,'�_gegW- '4 ::A. ''h:. ..,•:"I � '• .;•01 ••d•g•• • • • •. .:• • • PANSI N JDINT- MAX. 50 O.C.
is- 6"AGGREGATE BASE
;:;; ,_:. 1 -•:(:. ~s' •;f-4:'Y- ••y'�f% N` i;;°'�:s:�'` DER LIGHT DUTY ASPHALT PAVING SECTION •..,•. • •. • ••...�.• •;, •..,�:. --I O LL!
' � 'u�•.,,.. •":'.'" COURSE UN
LY.i' `' . s CURB. / / / / / / / / / / /\// & BETWEEN STRUCTURES
��riy;"rr,�i:S��Y:ii"ht:t•�i,'i•;;tt�;;���:ri:"�•rat!i'.�;`:i�r.`�'ii:�;i.h�:�:i' /
' �' NOT TO SCALE \ \ \ \ \ \ \ \ \ \ \
/\ Ar\ /\ r\ r\ /\ /, r\ /\\/. 5
24 J .JI
,� CURB AND GUTTER \\\\`.\\\\\\\\\\\\\\\\\\\°° 2"S 9.5B SURFACE COURSE CI3W Z
REINFORCED CONCRETE DETAIL o = 0
NOT TO SCALE + 8 NCDOT CRUSHED STONE AGGREGATE I= E- (I)
Tire. % BASE COURSE 100%ASTM D1557 NOT TO SCALE Q d-
ix
\� COMPACTED SUBGRADE GROOVED CONTRACTION o Z
\A/\\i\\i\\i\ /\\i\ \ \ \\\i:
'
GENERAL NOTES: IN ACCORDANCE WITH ASPHALT JOINT - 5,..0 z
GEOTECHNICAL REPORT 6
CONTRACTION JOINTS SHALL BE SPACED AT MAX. 10'INTERVALS,EXCEPT 4,000 PSI CONCRETE
THAT A 15 FOOT SPACING MAY BE USED WHEN A MACHINE IS USED OR WHEN PLAN VIEW --'
SATISFACTORY SUPPORT FOR THE FACE FORM CAN BE OBTAINED WITHOUT • c
"CONCRETE v
//////THE USE OF TEMPLATES AT 10 FOOT INTERVALS.JOINT SPACING MAY BE HEAVY DUTY ASPHALT PAVING SECTION ° ° ON-SITE SIDEWALK DETAIL
ALTERED BY THE ENGINEER TO PREVENT UNCONTROLLED CRACKING. ,' „ •�-• + " li
CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR NOT TO SCALE
�6•1416����•����� 1? oo ,tom •��I� �� NOT TO SCALE r `�
FORMED BY OTHER APPROVED METHODS.WHERE SUCH JOINTS ARE NOT LATESAMINIMUM DEPTH OF 11/2"SHALL BE OBTAINED. \�\��\\' \ •, ' % P' \\�\\�\�% U
FORMED BY TEMP � `�`�
ALL CONTRACTION JOINTS EXCEPT IN 8"X 6"MEDIAN CURB SHALL BE FILLED Notes: Light Duty and Heavy Duty Pavement sections are minimum sections and shall be //\��., �,� 6" ' 6" b z c
WITH JOINT SEALER. EXPANSION JOINTS SHALL BE SPACED AT 90'INTERVALS priorby /\\ `rai'�- ,*r 4,_,//\ - N [�
confirmed relative to field conditions to construction as recommended / COMPACTED SUBGRADE TO c)
AND ADJACENT TO ALL RIGID OBJECTS. Geotechnical Engineer. /\/��/,� A/
// // // // 95% STANDARD PROCTOR Zh--� U' a) CZ
.6 2 '
N
ASPHALT TO CONCRETE PAVEMENT TRANSITION - U 0 .)
NOT TO SCALE (,) t .--' as
w UZ0
•U
U N GCD H
N O r
z � ? U
ki- P4 0
4<4z � G,
FORMED HOLE FOR#4 UJ
REINFORCING BAR 2'MIN.
v ••••••VAleglia
LENGTH(TYP.EA.PARKING
�A CHOCK)DRIVE REBAR FLUSH
WITH OF CHOCK.
STANDARD PRECAST
6" CONCRETE PARKING CHOCK
o
BASE DIAMETER TO
BE 0.90"R-1.40"R
Y VARIABLE
NI [:''' [
L, CO 1.SYMBOL TO BE PAINTED
12" 12" 1UJ
ACCESSIBILITYDSTANDAR E)YELLOW SPER O O 01
©
01 O !J
WHEEL STOP RESERVED VAN I � 4-•I
PARKING 9" R'
NOT TO SCALE ACCESSIBLE 12"xs• 0 ©
VARIES , „ 5„ N F "'I r
�j, nL' u } f 2' `-- 6 -0 - FLUSH W/ 6 -0 0 \ (��
(,4 , 18" �RESERVED� ASPHALT N O ��J O \`J TOP DIAMETER �./ ~j 12 THAN50%TOTO BE NO S (• Z/)
% PARKING _ a ►-�O (( )) © © © © NO MORE THAN�/ �/ J / 60°/n OF THE
2 /j `, / " MR �u SLOPE d ` SLOPE oQ a a BASE DIAMETER (�
18 Z
a s Q. N;; N
v 12"x18' < 4 Z o t E C
1 1 is i 0 1•
/ 4 n
l2"(30rm) INSTALLATION SLOPE A T I O N O 6" / /j 4 ' a a 9 4 4 4 .... 'a `� 0.90"TO 1.40"-�- •F- `" 0 65 MIN .r -1.6"TO 2.4" v H O
n
DETAIL .� / i O C/) !'� -+ Z
I
1
T _ MAXIMUM U ►-•� f-z' �--+
s ._ 2„�" •�%�- ii i �» 1 t PENALTY 9" „:, „ J 2.
�;:; ,. -ltr-n ,A 11 Ifi ( ) wards(RECPs). /
,..�. ;:•;4 :::: 5-izxnl I--11=11 ' ,_,". n w nsos••nd $ 250 MAXIMUM f
-, n-n :;=I a�.a.�, a ... and �-�{
-ll=1I II 11'•t'' seed. T' R7 SD v
" PENALTY 9" WHEELCHAIR RAMP (FLUSH PAVING) - TYPE 1 HANDICAPPED PARKING SYMBOL DETECTABLE WARNING MAT 0
11=' � 28s�1 at Ma by d tin slope by �T �
l'=1f-it^il=1i.^.Ir .+ +g uw t+ . ti a $ 250 12•6' �T .L
'=11=11=11.=1r 6" C(16cm) deep X 8'(16cm)prorandely We O F-+-i
130
-rl_ll- (1 ) trench Mended 1r NOT TO SCALE NOT TO SCALE NOT TO SCALE H `�
® (30cs)d RECPs tweed --b-.- _IDOL
I
tr upalcpe portlm of the hutch. -`-��
Anchor Da RECPs•oirwil a 2' ---Itte ,--- -Ay- 10' SKIP LINES s
fir„ 1r `�°x, �
t B'�'acld1.staplIrg.d ved the PAVEMENT/GRASS 6' (TYP)-VARIES(SEE PLAN �'a
trench� Appty seed O O t ) N YELLOW OR WHITE C� Z �;
tre perape ul a d i,e I SIDEWALK 1 GORE LINE 14'
Qdrportion d 1 ���� oo I 10 It . Q a
. r^, •.-�• ''••'•• .` .. soN. Secue ttECtir 1• .
'��%♦3~ +.� ry ; ''. ,'.•••.,1���� wet d•01 rNt a rwr 1 1 1 // \%/\\�Y.\ \i\j�
1�04« -�-a ,lI'=11 11#1 a a�..,.+r.e \\-- '" I I _,,... E--� 1- s O
T. o f *X >p� ref6 11 11r11. aTewpz I"rt / A CURB 12:1 MAX. WHITE I 30' or o tt_I 11I-=11 .1�-1 PAVEMENTI- 0 Zo � p 1, y sZ the RECpa IA)dwh,a(,I NOTES: _ _s. w4 4, ♦ . $011 11 P:11. h aa» �e . e DIAGONAL LINE a�' `� s!I.!
o. t'� 1 I 1-.11 11.11*11-] l wl e 1. METAL POST AND ALL HARDWARE SHALL BE GALVANIZED STEEL,ASTM A307-90. I- CDe� / vo ill 11' II=N: aide.....l ex=tem "" EDGE LINE w Z11:"-11 110:1 IP-11 ,n uc na ro whwrd 2. POST HOLES SHALL BE FILLED WITH GRANULAR BACKFILL IN 3-INCH TO 4-INCH LIFTS. SECTION A-A j �/� �o r �; X�� .""- {: b soi ,areas aY ptsdrtp /�/\ >� ,--_- _- .� * 11r-,1Ij"'�-11•�11I"ur-r11. THOROUGHLY HAND TAMP EACH LIFT AND CROWN BACKFILL AT TOP TO SHED WATER. 2 M I N I-SKIP LINES® 1 ./,> o II 11=1111E=11#1 l eh , Ii the 3. CONCRETE FOR FOOTING SHALL BE PORTLAND CEMENT AND HAVE A MINIMUM / l/f/////////////////////////////////� (� z w -
"1�=11a11=1I�11-'11.- o+�'"o"ae' COMPRESSIVE STRENGTH OF 3000 PSI. A YELLOW OR WHITE Q wYELLOW OR WHITE O w ¢c�w xt 14 gi I , � .11Avi llki-g �-11 4.T1u edQss of perm RECps m it YELLOW OR WHITE �* F v U
4{ i�+i 1 11:-':11• 411711 °i s6i�'e"•'a 'r- 4. SIGNS SHALL BE CONSTRUCTED OF ALUMINUM,TYPE 6061-T6 AND IN CONFORMANCE 10:1 MAX 2 `' FL� .� - _ _ ._ 5• «,z t> a ' CROSSWALK LINE N�. • ,�`% 11.y.. - on theRECPatype. WITH ASTM STD B-209.THICKNESS SHALL BE 0.80 INCHES. 41 IK` L+«4111Ifk 4.' E! { • / A., L II'li:Pr) 5.Con'eardwo RECPs*bale°'"" 5. TOP EDGE TREATMENT FILM SHALL BE 3"WIDE,CLEAR AND TRANSPARENT WITH A M ISEA �N1CARr,�/\ . t*4 � '.41 zr 3h,(l.5•m lasMoperoust be end)w emu SUB-RESISTANT PRESSURE SENSITIVE NON-YELLOWING ADHESIVE,"SKOTCHCAL" ` , 6 e1 TURN LANE LINE •-km.,-�/`�� �%��/ �����i I- } 13, I� °�� ©F ssr'p���y%;
.4 +� /' , !1 1*4t I s(r•aoo)watap• ate*through TRANSPARENT FILE#639 OR APPROVED EQUAL. 5 �' 1 4? �:Q`
1. - o+eriapped area wvrwimaleFy
11 ' 12"C l *ad gauss entire 6. REFLECTIVE FACING MATERIAL SHALL BE SCOTCHLITE HIGH INTENSITY,MANUFACTURED WHITE ----I
't-11411-If'II=I' width. BY 3M COMPANY OR APPROVED EQUAL. t5 S05
® •''I�i'rlini1-t� CLARENDON TYPEFACE.UPPERCASE LETTERS ! WHITE STOP OR TRANSVERSE BAR �---� 04050
tl•awIngNaToScale 7. SIGN LETTERING SHALL BE NPS MODIFIED CLAREN O
SHALL BE 3.75"HEIGHT AND LOWERCASE LETTERS SHALL BE 2.5"HEIGHT WITH 3.75" 15'MIN. i' %// *NOTE: WHERE TWO WIDTHS ARE INDICATED, THE FlRST • •••' Fal•n.I '••''
" NQRTH plrciatner. *NOTE:
soil conditions,the use a DETECTABLE /� SIA.0
%! * %/ •
Q" t 1�: AA litAN .mearnialwnP tadhen*Isge ^I dononly•Po,a s 0A6, smpaorsakelagttn greater than SPACING BETWEEN LINES. WARNING SURFACE ^ ,�
t7(laan) WIDTH APPLIES FOR A "NORMAL" WIDTH LINE. THE SECOND ''.,0,4'•PoGlid �•\ ,�
GREEN ooroulanNtdeperhderdprotwyawtbriurMw►deegns,uldarwe ,�h secureths REGN- 8. CORNER RADIUS OF SIGNS SHALL BE 2.5' PER ADA/ANSI705 CENTER LINEb �, WIDTH APPLIES FOR A "119DE LINE. 'WIDE LINES ARE ��+���� , ¢51113t R'said-GystitsaaYd rH:1K871-bN 1 Drawnen:340.11 ARROWS SHALL BE 5.625"LONG BY 3.75"HIGH. /I;
h REQUIRED WHEN DESIGNATED IN THE PLANS, OR WHEN ,•�""lu••'••
rw.yv�.,ur47w an..►n.w•aatu••a •• P///////////////////l//////////////////////////////////� DIRECTED BY THE ENGINEER.
9. MOUNT ON BUILDING OR METAL POST AS DIRECTED.
YELLOW WHITE
HANDICAP SIGN DETAIL WHEELCHAIR RAMP (DROP CURB -
STEEP SLOPE MATTING wH E o ) TYPE 2 PAVEMENT MARKINGS LINE TYPES t^,�"
NOT TO SCALE NOT TO SCALE 6 , 0
F---•I
NOT TO SCALE NOT TO SCALE
BY:____-
PEI JOB#: 16178.PE

1 e- - 1
SKIMMER THROUGH THE EMERGENCY SPILLWAY EL.=46.5
(SEE DETAIL)
EMBANKMENT(EL.=45.00) VARIES AS DIRECTED BY ENGINEER(6'MAX.) ,-____..____
DRAWDOWN VOLUME FAIRCLOTH SKIMMER(OR EQUAL) r TOP STRAND MIN.#10 GUAGE 1
MAXIMUM LEVEL OF SEDIMENT COLLECTED EL.46.05 TO EL.45.0 ORIFICE DIAMETER=1.4"/SKIMMER SIZE=1.5" 15, f STAY WIRES MIN.#12-1/2 GUAGE
CLEAR BASIN WHEN THIS LEVEL IS REACHED (SEE DETAIL) TOP EL.=47.05 • ?
DESIGN SEDIMENT STORAGE EL.46.05 -^ I 3 1 EL.47.05 w
--u1-..-1 I I- _- 1 L_'-1 ( SLOW I I L - o
� J EL. 46.05 (TOP OF RIP-RAP)
-I�I-T1-- 2.05'SEDIMENT STORAGE ZONE BASIN CAPACITY) '_ �I • I) INV.OUT=45.00 -� Nr
.\-1-i i= -
"
_ •, 1.00'MAX.SEDIMENT DEPTH __ __
�f l"-_2-�_- I - FILTER FABRIC \\ \ \\ \\ \
=;(I I-= _� = I I -- 6 THICK CLASS BRIP-RAP / `�
I _ `.' I--1_-__.�- _ _ '_I iBOTTOMIELEVATIO� ` 0 __'- -___-I,I1=I ''I // // \ BOTTOM STRAND MIN.#10GUAGE-\ \\\�
�\ /\ \\ ,\
i'�'�=.LI--I•(I:---III----L_---III-111=1 f 1=1 I I--I i f---=i 11=1 I I-�(11=-I f(-III-I((--I L1-11 I-III l I I 111 -III I l l�
MAINTENANCE NOTES: BASIN EMERGENCY SPILLWAY DETAIL /� /- /\ ,,
SEDIMENT BASIN-REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS NOT TO SCALE /
T -" -' . I ORIGINAL DIMENSIONS WHEN IT ACCUMULATES TO WITHIN ONE HALF OF THE /\/\ / \
ISENM�j- BA IT,cA Sll- .IRC , - _-__1 DESIGN DEPTH. PLACE SEDIMENT IN AN AREA WITH SEDIMENT CONTROLS. ` ./` //` \/ \` z
�I L.____ --h -______ i CHECK THE EMBANKMENT,SPILLWAYS,AND OUTLET FOR EROSION DAMAGE,
Drainage Area (100 Ac. Max ) 2.021AC. )• PIPING,AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. STEEL POST / �
/\/�
ipy,• (From Hydrocad) 12.73 cfs _
REMOVE ALL TRASH AND OTHER DEBRIS FROM THE POOL AREA. •/X// 57
-INSPECT SKIMMER AT LEAST ONCE A WEEK AND AFTER
H CL
i -} ` RAINFALL SKIMMER C TO MAKE SURE THAT THE INTAKE MECHANISM,ORIFICE,OR FILTER FABRIC
!Requirements: !
- -r --- - --- DISCHARGE PIPE IS NOT CLOGGED WITH TRASH OR SEDIMENT- IF THE BASIN IS NOTES:
i Min. Surface Area (325 sf/cfs) _ - _ .4�1371sf DRY,MAKE SURE THAT ANY VEGETATION GROWING ON THE BOTTOM IS NOT
I HOLDING THE SKIMMER DOWN. TAKE SPECIAL PRECAUTION IN WINTER TO 1.WIRE SHALL BE A MINIMUM OF 32"IN
I Min VglUme (1!$OO Cf/Ac ) 3 63_I WIDTH AND SHALL HAVE A MINIMUM OF 6 I- - -- 1 _, CD
PREVENT THE SKIMMER FROM PLUGGING WITH ICE. FILL SLOPE
I I SCREEN ACCESSIBLE THROUGH DOOR LINE WIRES W112"STAY SPACING
... _ ----- .,._ _.. . . b _.. ..-� GROUND LINE
!Provided: 1 __ _____ VENT
I EMERGENCY SPILLWAY PROTECTION-AFTER EVERY HIGH-WATER EVENT 2.FILTER FABRIC SHALL BE A MINIMUM OF N
i INSPECT THE INTEGRITY OF THE LINED SPILLWAY AND THE ADJACENT 36"IN WIDTH AND SHALL BE FASTENED 6" " //�
;Basin Volume: \ ,_.J 00
EARTHENED BANKS. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT ADEQUATELY TO THE WIRE AS DIRECTED /\/ '
Cumulative I MIN. / N
FURTHER DAMAGE. REPAIR ANY VOIDS IN THE RIP RAP LINED APRONS, BY THE ENGINEER �. /\\/\\ /
Incremental Volume I 1 •
RE-ESTABLISH ANY LOOSE STONES,AND FIX GAPS IN THE ADJACENT / /\/�
t 3.STEEL POST SHALL BE 5'0"IN HEIGHT I- \ \ \ \ \�
Contour Contour Area (SF) Volume (CF) (CF) i, VEGETATIVE COVER. ♦Q,�� AND BE OF SELF FASTENER ANGLE O \/\/\\/\\/\\r Z -S-
44A0 2,510 O 0 ♦ �♦♦�►�r STEEL TYPE a / / / / / Q fY
45A0 3,520 3,015 3,015 Skimmer} Elevation I ti♦;♦i♦ • W....) I-
N \\/\/\/\/\// ""•I O W
46.00 4,590 4,055 7,
46.05 4,645 231 7,301 Emergence Spillway Elevation
47.00 5,715 4,921 12,222 41* 6111104.e♦.• /\� �\/�\ J J
I `-4Mo.4% �♦` \\/\\ ANCHOR FILTER 5 W 47A5 5,775 287 12,509 ____- __,....._.__•....}._-._,_ __.•,_, � ♦ ♦�
Spillway Info.: rip \ ' S�ea� /\/\\` FABRIC SKIRT z m (�
Emergency Spillway. = 46.05 ': FLOAT
1.-. __.. . -a
ft 444.
_.___�__...._- f_.__ FLEXIBLE JOINT
IY CO U
. _ _ .-.._-.--- --.---- - (RADIATOR HOSE) Requirement= l00 ft per 0.25 acres disturbed
IZ
Proposed Sediment Storage EL 46.05 _ _.__...._.....___._L -
��
z
!Volume at Proposed EL. 7 301,cf I = z
p.. _ _ r I _._._ W
}Surface Area at Proposed EL = 4,645 sf _ ___ _- ___.. ._ _ ._ .-._. __.__. #.4
-
_____.._.1....__-....__
1 I TO LOW LEVEL ORIFICE Disturbed drainage► e Silt Fence
U
OUTLET END'CONNECT
TotalSilt
{
Pand Dimensions: (@ Principal Spillway El.) I BARREL PIPE LONGER THAN SHOWN. 1'i age Fence
--- - -- USE SCH.40 PVC PIPE(SEE BASIN DETAIL FOR SIZE). DA# area area Required Provided
Length I 160 ft
L
SKIMMER SIZE(IN.) SKIMMER ORIFICE(IN.) 5 0.0�3 ac 0.0�3 ac (12 140t1)
!Width 29!ft
L to W Ratio-=--
atio ..__ _. ._. ._, _.._ 0
37 ac 148 205
I SED BASIN 1.5 1.4 c 0E..."1[ 7 0.04 ac 0.04 ac 16 54 z c o
,Skimmer Design 1 ._I . M -_ ___ _ _.___ _ co i?
4,286rcf _
ia►Days to = I FAIRCLOTH SKIMMER DETAIL GUIDELINES FOR TEMPORARY SILT FENCE DETAIL l 0 a) .� �,
. to Drain 3!da s
iSkimmer Size (Faircloth Guidelines): 1.5I inches a • NOT TO SCALE NOT TO SCALE , p Q
I Orifice Size: 1.41 inches
! 1 t...- i .... 0 a v �..� _
t
SEDIMENT BASIN CALCULATIONS Ill cu
cu
U 1,_ u
WIDTH VARIES DESIGN TOP WIDTH 2.p• N L -
NOT TO SCALE SEE PLAN ° Z ''-''-'4, U
SEED&MULCH AFTER TOP OF BANK _ 4
vx5 DIGGING DITCH-SEE 4"FREEBOARD 10%SETTLEMENT
NOTE BELOW FLOW
o
I ( r \/ / / •
1 \\ \,` - 2: M 18"MIN. , : : . 1 rjM �✓
�' ���/\/ I ��, �- 1 MgXI UM PROTECTED4<e ul
�`/ \ \ \ -LI L-1 1-11-I I f-1 I1 `'M =1-CI-III-1{L1-1.L - AREA
\�\i\�\/\i \i \/ / 1.161.11
./• I I I-_1.-11=1M-LIT_I-1►I-III-I f = -„I_,, „i=- I I 1 I 1=111 1.1- 1.11=11=1 I 1=11-17-- -
OP° l l,_.�%=, :�= '\�/\\��\//\//\//\� </ \ . • : \/\/\//\//\/�\�/\/' -Ill-111-I I1-1I I=1 I-I_I L-I 11-III-1LI-I 111�-I�I-III-I I f-I�I-I_il-I I(-I - I- I -I I -TI-III-I I f-I I - -
\���i/\\i/\\i/\\//\\//\y/\�/\y/\yi\\/i\\/i\\/i\\/i\ 1-f--1 1-11-LI I_f-LI i-I_L-1f-1 1 m-I =111 1LI- -I11-11 If.�II-f--f-_-=T__-1 -1 I I�..
°, Y 4U�," "` •;,:-''i.,' \\ \ \\/\/\/\/\/\/\/\�\�\/ -11T i rn m r M M I11 I(f III T� 1T1M I l i ITT ITI TIT M iTl TIT if 1T III-I ff M
,/fit ' ,t'i 'r 11 y:t !Y1 -","."•r )i �,i!::{"1'!!C,1 i.O.V-` /\ \/ j�/
a ' s, •
t r i, 4 t ) w`i f �O•;: i \// �///4//
s s " .o/ ••'-,+`5',ir t t +vJ f<i Ir ..4 ;�- " \
7 \ \\\\\/\� ` NOTES:
�.t � , 4F-. 3J i..U," S i N. ,> \Q-..,.2-'•'1 'riA.'..
t- r i
.• :,!!.e .. s:• `.1.1 sr "''r ' BUILD RIDGE HIGHER THAN DESIGN AND COMPACT WITH WHEELS OF CONSTRUCTION
�'�'"' {Nf-' " i_T' .`"T NOTES: AT OR ABOVE DESIGN GRADE AT ALL POINTS.
}. EQUIPMENT. COMPACTEDRIDGE MUST
6"MIN. r -1 sr / 1.SEE PLAN FOR HORIZONTAL LOCATION OF SWALES. CHANNEL MUST BE CONSTRUCTED ON DESIGN GRADE.LEAVE SUFFICENT AREA ALONG
"""- "'1.f-T';-.i;r?:' ;,.- , 2.CONTRACTOR TO KEEP SWALES FREE OF SEDIMENT DURING CONSTRUCTION. DIVERSION TO PERMIT CLEANOUT AND REGRADING.
•COARSE AGGREGATE 3.CONTRACTOR TO PROVIDE ADDITIONAL 0.50'TO DEPTH OF SWALES LISTED BELOW.
PLAN VIEW
(CALCULATIONS i I I RUNOFF CHANNEL
I ;
-- ` I
TDD# Ad C Qdeslgn Length Inv In rinv Out S d A,i P R Vactual Qacwal Adequate Capacity? Lining Required? V( F-1
50'MIN. RUNOFF CHANNEL (acres) (cfs) (ft) �ft� (f� (ft/ft) (ft) (sf) (ft) (ft) (fps) (cfs) (Y/N) (Y!N)
10
I 6"DIVERSION TO DIRECT RUNOFF FROM RAN SWALE# Ad C Qdesign Length Inv In Inv Out S _ d Ax P R CHANNEL
Qactual Adequate Capacity? Lining Required? 1 0.41 0.35 1.01 220 46.25 45.00 0.0057 0.40 0.92 3.29 0.28 1.20 1.10 Y N
2 0:69` 0.35 1.70 142 _ '45.30 45.00 0.0021 0.65' 1.82 4.41 0.41 0.95 1.73 Y M---'1
(acres) (cfs) (ft) (ft) (ft) (ft/ft) �f� (sf� (ft) (ft) (fps) (cfs) (YIN) (YIN) N
SECTION VIEW 1 0 6` 0 35 : 0.73 132 45.60 45.00 ;0045`> 0 40: 0.88 3.53 0.25 0.99 0.88 Y N• A 0.04'.. 0.35 Q10 85 47.60 45.30 0.0271 0.10 0.17 1.95 0.09 1.20 0.20 Y N
2B 0 38 r 0.35 0.94 175 45.60 45.30 0.0017 ` 0.55 1.43 3.96 0.36 0.78 1.12 Y N - F- H
2 0 7. '• ;OR3 0.77 127 45.60 45.00 0.0047' 0 4 ' 0.88 3.53 0.25 1.01 0.89 Y N 3 0 2 ,: 0.35 0.67 185 47.40 46.50 0.0049 '::0.35 0.77 _3.07 0,25 1.03 0.80 Y N �I. O
TEMPORARY CONSTRUCTION ENTRANCE
-
124 ZV'
f
NOT TO SCALE
TYPICAL SWALE TEMPORARY DIVERSION DITCH
NOT TO SCALE NOT TO SCALE (10
O Z
12• ti, a
ALL OUTLET LENGTH (30CM) r--
PIPES SHALL HAVE I l
FLARED END SECTIONS
w gw
or
�` . ' "-EXISTING TREE Q�/r. L' if) ✓
`" ,RIP-RAP • o : A- '_'
STORM DRAIN PIPE ;WSW .•, 0 ' ( 15CM. ``` Y,�S�APRON •I�1 w
. '• r_ �- '-• '- II
, ��w': :TSETEELLL POST / I
`cif•`.-. ,� 1, am 4'MAX ANGLETYPE..• rrcYl1` ELF-FASTENER
PLAN � ��••� •� ��I,� �''�-I1 ,_,c�;,�^. (10CM) I ".i�.l �w aC x CI co m�
19GUA%�"��f` ,\`�� ��� '�t �/ �j + GE HARDWARE CLOTH OZ o z
SLOPE-0% 101 •:Xt. r •x.� Y%1 -- _._ v t.. to
TAILWATER allit
•.4p . r �� �^ t• • `4 R ( "MESH OPENINGS) I 1
: .y
\ \/ \ ,�/!��� \ `� FLOW 1 <<::<:.. =pG. ._.::...:.................:......• B�'' "0 CD 3 3'= . ,..: tY
\ \�\ \ \'\�'\ \ \�\ \\�\� ' !'VG 5CM-12.5CM NCDOT#5 OR#57 ._.. i I `�
0
\/�.'/Z/i///%/ /��//,�//%//A ..4,,4, A i �ti DRIPLINE _'•"' iz;: %VA-==`iiii:5;s:;;z: ;;;zt''1 �����/ ( ) WIRE MESH , r::::-_ E 2, F'r'1 I- cn ('
� y ::;. ,-11-'=;-e:;a:;;<;:;::::;; ���� ./�!�\� WASHED STONE ,. - 1 i Q z t1
:•:•:::•::-...:<......: is
.: - •' ••:... "::- --:Q�� -w- _,,e x _�a_ .� ),.vim- • 'a NCDOT#5 OR#57 .. 1- y Z'�_ ' ,_ WASHED STONE g g
STORM DRAIN PIPE . . •. �1=- ::= == �_✓•° < .<.;lO'e 1 y U
1 z, 3 MIN.STAKE _......__
♦ - .............................._..•tom ......... .::.:
HEIGHT ABOVE == (tOCM 15CM) y 1? }' tt... Y'7 elt R �. ' ) 1i, )r_ )a i` R' 9. ::•' Y • % ~ d u
��/� \\ __._ r ..O . ;_r .-- �!.,r .r-i:,?':�..r'�, ;�,.r:1.. a.. 9..' 16-1 S" U c?
/A//n//i /i�//i//2/A�1 ./i/ -� .. GRADE . .yr� ;:::;:=.- 1 . - /.. ! {. . C.. Z
/\ PROTECTIVE BARRIER _.:._..w _ 1 ° , `�1• F `�
/ /\ ll ��, ��� I a I(( I11- 111 If ;ll I�I A I LU a w , n
q� ........... +
/ / `// / /\/ ;, __ I ..: ._ ._-... U=c?Ilr., = °, _ I I,. I i I --� w uwi ul
a T,. ° ".Q i-, _r II f I I I( I I lt. I lei I I (} _.,J w (�
FILTER FABRIC N.C.D.O.T. CLASS B �� - a
t ,�-C). " a �atz`L � duo w
SECTIONCRITICAL POINTS 7
V`_
I. w x
RIPRAP ( � t,��` �."'' A.OVERLAPS AND SEAMS ./Sk 3�,i • BOX A
�' 1
( r 1 �1�` , a7 FItI `� •-4.- "�.lti�1 B.PROJECTED WATER LINE _1 -
1I ` I�I - I %r )`` �" Li" l ` ' A C.CHANNEL BOTTOM/SIDE ~,,-- •. OPENING\� y 1 SEAL`,,i,iir r,,,,r�',
! �v- I / C r�I '= SLOPE VERTICES :i�` -- `�� .�1rk CAW,, ,��
C •HORIZONTAL STAPLE SPACING SHOULD BE ALTERED %'��)'� • tl• -. 1 �` `�
A IF NECESSARY TO ALLOW STAPLES TO SECURE THE ='`J� .: °.. • .... -4,ri",--_,..... ., SSf �••�•9CRITICAL POINTS ALONG THE CHANNEL SURFACE. 'l -` Q�r.■ �
RIP-RAP SCHEDULE B "IN LOOSE SOIL CONDITIONS,THE USE OF STAPLE . a •
NOTE: OR STAKE LENGTHS GREATER THAN 6'(15 CM)MAY �, CD.'
° 4 °. ,Q.�•11' f"�� n,�OGry
LENGTH FT. LIP.WIDTH FT. DWN.WIDTH FT. THICKNESS IN. BE NECESSARY TO PROPERLY ANCHOR THE BLANKETS. :.r : . V't :l4Vi
APRON# PIPE DIA. (IN.) ( ) ( ) ( ) (IN.) TREES TO BE SAVED WILL BE CLEARLY MARKED PRIOR TO CONSTRUCTION AND A
PROTECTIVE BARRIER IS TO BE INSTALLED AT THE DRIPLINE. C ���y,p-C- 1 arc"51 r �t:_ �J - , �j Z- ; l ••: ' '',i el
1 2 4 18
DRIP LINE-THE AREA OF SOIL DIRECTLY BENEATH THE TREE EXTENDING OUT TO NOTES: 1• '.' . _.' b•- k-V- _ . -.. _ '000 •4(411 4\ `
OS-100 4'WEIR 6
7 5 9 18 THE TIPS OF THE OUTERMOST BRANCHES. 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SECTION A - A ",��l/EL ,�,F .,•
NOTE: ��►►►►►►► ,s0-%�
SPECIFICATIONS. )EC EWE
METHOD OF TREE PROTECTION 2. DO NOT SCALE DRAWINGS. FOR CURB INLETS AND DROP INLETS '
RIP-RAP APRON DURING CONSTRUCTION ROLLED EROSION CONTROL LINING INLET PROTECTION iEP 2 1 2016
NOT TO SCALE NOT TO SCALE NOT TO SCALE ►--J
NOT TO SCALE MOM
H 6 . 1
PEI JOB#: 16178.PE

I.
N
8
O
MIN. 12"OF COVER A LOWEST POINT TO:
PROPOSED GRADE(NON TRAFFIC CONDITION)
BOTTOM OF FLEXIBLr PAVEMENT(TRAFFIC CONDITION) �}
�/ ,• / ,/ J •// ,// • • , • " ' . . , , . • : . , �1 RIM EL VARIES(SEE PLAN)
N• \\\\ \\ /\ r\ /\ ` ' ,•. •' .• •`e TOP OF WEIR EL.46.65
TRENCH TOP EL. 45.95 \� \/\\/, �' �' MIRAFI 140N OR APPROVED
` -� EQUIVALENT;OVERLAP AT 100-YR MWSEL 45.66 • .'• 4'WEIR PROPOSED STORM DRAINAGE MANHOLE (BOLTED)
fD " '` �" � WEIR EL.45.65 PROPOSED GRADE OR PROPOSED CATCH BASIN FRAME, GRATE & HOOD
«" i 36" THE TOP 12' :.
c. 10 YR MWSEL AT INFILTRATION RATE 45.58
o R / -:ram
y (SEE GRADING PLAN) RIM = SEE GRADING AND DRAINAGE PLAN
CLEAN WASHED No.57 STONE _
ao tit COMPACTED TO 90/o AASHTO T99 , . ' . . I
M c ro Sa O 25-YR MWSEL 45.07 �- � �� FLUSH WITH PAVEMENT IN PAVED AREAS
TRENCH BOTTOM EL. 43.45tfa 15"ADS N-12 AASHTO CL,II PERFORATED PIPE
- �i � 10-YR MWSEL 44.78 ` ,s, iL.0
SHWL = 41.42 N 2 , ' Ew .ls *?.;. �;- F, __-- -
�i ,. t ---_- 1 w
ZH
9011 _ IN-SITU SOIL(I'MIN.UNDISTURBED) , 1 ,�` 2w
AS REQ'D V o
2-YR MWSEL 44.12 °,. ) -y ; ,,T, ° Z d
[A] SINGLE PIPE SYSTEM j�
p_ 4 (4'MIN,FOR MH) w
NOT TO SCALEI z
. >,` 41 p BOTTOM OF TRENCH EL,43,45 DRAINAGE STRUCTURE STEPS (12 O.C.)TO aY
MEET NCDOT STD. 840.66 FOR STRUCTURES .4 5 d
irMIN. 12"OF COVER AT LOWEST POINT TO: ° �"� •• •••� GREATER THAN 3'-6" IN DEPTH. d
PROPOSED GRADE(NON TRAFFIC CONDITION) • �°
BOTTOM OF FLEXIBLE PAVEMENT(TRAFFIC CONDITION) e °
CROSS SECTION B
TRENCH TOP EL. 45.95 /\\�\ /\\N./\\/\\/\ '/\ /\ /\ \ MIRAFI 140N OR APPROVED
CO •
U
�►d v��+ k EQUIVALENT;OVERLAP AT N a . 1.0
CD
60"•�i�+! , -•24"i THE TOP 12" ,J ❑ CC)
x.. ~.' 1 PROPOSED ACCESS MANHOLE �� CO
CC ' CLEAN WASHED No.57 STONE CONCRETE BOX: PLACE " GALVANIZED HARDWARE
M • ' 90% SIZE FOR NEEDED CLEAR SPACE TO FRAME AND LID(BOLTED).COMPACTED TO AASHTO T99
�° •
CONTRACTOR SHALL USE BRICK CLOTH OVER ALL OPENINGS TO U
., q ACCOMMODATE INFILTRATION PIPE
r► �! $ BLOCK TO RAISE FRAME AND INFILTRATION SYSTEM WITH
TRENCH BOTTOM EL.43.45f�i, 15"ADS N 12 AASHTO CL.II PERFORATED PIPE CONNECTION&BYPASS WEIR " �� Z
, .i. '. , , '' ti GRATE TO FINISHED GRADES
kr ; 1: , Z�G 2��';',;`s (4'X 4'MINIMUM INSIDE CLEAR) STAINLESS STEEL FASTENERS Q 1
SHWL = 41.42 N2 : '.' � ^ :t it4: : Y°'.i44' Witt ► . -'� W� (TYP.)
IN SITU SOIL(1'MIN.UNDISTURBED) .� : ���**... V- --�
102" y • " BYPASS WEIR EL.45.65(4'LENGTH) _ J
V.
[B] SINGLE PIPE SYSTEM
.1 S, W Z
TRENCH TOP EL.45.95 r' _ ('�
NOT TO SCALE R, .. {, n .. ° (� /0
irt5c'r. .1 i M1 a- - U f.'_ (J V J
�"•`�Y � THE CONTRACTOR SHALL MARK THE Q � b'-i i;•. INFILTRATION SYSTEM PIPE: INSIDE OF THE CATCH BASIN AT EL. 43.58
MIN.12"OF COVER AT LOWEST POINT TO: '�,K��,t' �� Cr) a 2
15 ADS N-12 CL. II PERFORATED PIPEtY
PROPOSED GRADE(NON TRAFFIC CONDITION) 4"TRAFFIC RATED CLEAN OUT (6"ABOVE THE BOTTOM OF THE �z' Q
BOTTOM OF FLEXIBLE PAVEMENT(TRAFFIC CONDITION) INV. =44.08 (O.D. BOTTOM INV.= 43.95) •
• u_
INFILTRATION TRENCH
/� ' ������� [15"ADS N-12 CL.II STRUCTURE) TO INDICATE THE SEDIMENT --7
-
/\\/ PERFORATED PIPE] t1 CLEANOUT LEVEL
���� �� �� / BYPASS TIE-IN SLOPE&RIP-RAP PU.. -7c• 55; C� W
TRENCH TOP EL.45.95 (SEE PLANS&DETAILS) j
�y
(O aiir(a' 'C.r'r�I It _ '� !M.,. it# -61h, „ sill i 4...- "r t �. 1, • I t U
{_.,f • 40. 240 (20')• - 24 ..
24 �� PIPE INV.EL.44.08 -�
r�� \ 1. r a � .� L ‘" 4
Ci •�10 # ��, ,�; ''�; " ,� 1, MIRAFI 140N OR APPROVED (' � 1 -� I #57 STONE
o ci '+ �_! e �� 1 � '�`�' a (AS R E Q'D BY
�,� � "Irf EQUIVALENT:OVERLAP AT TRENCH BOTTOM EL.43.45 r� 92"SUMP -
EL. 43.45 , `i, _ s1II11IILIlllllll1111 II1111II�I 1111111111IL rillII�LII� I111I'III Y THE TOP 12" r r GEOTECH ENG.)
TRENCH BOTTOM `•
FI I +fl' .15' I rigs '�� '�.�'�� � CLEAN WASHED No.57 STONE '• t ° • . ' THE CONTRACTOR SHALL MARK THE
R z [.,f)'''�{�,.,:41•P � ;,+ if �i' ? �" E� "• r`rS," 3.4" `,, -z-r4 COMPACTED TO 90%AASHTO T99 INSIDE OF THE CATCH BASIN AT EL.43.45 NOTES: U C
v � ';`G` • {L1.��fi, f - tY u s ; W M•f��3 r •erg `Y CROSS SECTION A 6"ABOVE THE BOTTOM OF THE 1) STRUCTURE SHALL BE REINFORCED CONCRETE IN ACCORDANCE WITH NCDOT STD$40.52. Ell...4 2
N A +'`lt,TL tF 1;3�`. ?'SF C`ttY�L,et 11 R -.Z.`YJn ^3't.A.. }• lY.�i,,;�'{G :;bT: �.'S�s:.�S. ( O
SHWL =41.42 1 y,>c,4',( ,axsM, s +�•<" 3,,•.' �+.0�•- v IN SITU SOIL(1'MIN.UNDISTURBED) STRUCTURE)TO INDICATE THE 2) ALL PIPE PENETRATIONS SHALL BE MORTERED AND SHALL CONFORM TO ASTM C270,TYPES. mot'
CD
306" SEDIMENT CLEANOUT LEVEL
ADS N-12 ECCENTRIC REDUCER 8"ADS N-12 AASHTO CL.II PERFORATED PIPE Z ca d
U Ir�- N
15"ADS N-12 AASHTO CL.II PERFORATED PIPE [SEE CLEAN-OUT DETAIL FOR CONNECTION] OUTLET STRUCTURE (OS-100) DETAIL CATCH BASIN & MANHOLE INFILTRATION TRENCH INLET DETAIL (TYP.) a
[C] SINGLE PIPE SYSTEM WITH EXTENSIONS NOT TO SCALE
NOT TO SCALE V _�
NOT TO SCALE0 E
� ^ au
U VZD
[#1 ] UNDERGROUND INFILTRATION SYSTEM w N �`
N p [--
ADS N-12® ST IB PIPE (per AASHTO) SPECIFICATION: 2
Scope
;4 0 1---
A ...._,
This specification describes 4-through 60-inch(100 to 1500 mm)ADS N-12 ST IB pipe(per AASHTO)for use in gravity-flow drainage applications.
STAKEOUT- ; Z
Pipe Requirements REFERENCE
ADS N-12 ST IB pipe(per AASHTO)shall have a smooth interior and annular exterior corrugations. POINT:EOP
• 4-throughl0-inch(100 to 250 mm)shall meet AASHTO M252,Type S or SP.
• 12-through 60-inch(300 to 1500 mm)shall meet AASHTO M294,Type S or SP or ASTM F2306.• URB 840.03)INLET
Manning's"n"value for use in design shall be 0.012. ._„.4 15' _►- (STD,
Joint Performance EL. 46.85 MOD.VALLEY
Pipe shall be Joined using a bell&spigot joint meeting AASHTO M252,AASHTO M294 or ASTM F2306.The joint shall be soil-tight and gaskets,when CURB&GUTTER FORM GUTTER TO
applicable,shall meet the requirements of ASTM F477.Gaskets shall be installed by the pipe manufacturer and covered with a removable wrap to ensure the MATCH HOOD
EL.gasket is free from debris.A Joint lubricant supplied by the manufacturer shall be used on the gasket and bell during assembly. 5'
46.05 (' �� I
Fittings f --, -�_
Fittings shall conform to AASHTO M252,AASHTO M294,or ASTM F2306.Bell and spigot connections shall utilize a spun on or welded bell and valley or =_-_-;-r -_
saddle gasket meeting the soil tight joint performance requirements of AASHTO M252,AASHTO M294 or ASTM F2306. 2' / 2'-6" r-- 1 \--'------________----12"
r 1t t 12"
FILTER FABRIC 6" THICK CLASS'B'RIP-RAP r -- ------- '�-J
Material Properties
Virgin material for pipe and fitting production shall be high density polyethylene conforming with the minimum requirements of cell classification 424420C for 4-
through 10-inch(100 to 250 mm)diameters,or 435400C for 12-through 60-inch(300 to 1500 mm)diameters, as defined and described in the latest version ofI 1
ASTM D3350,except that carbon black content should not exceed 4%.The 12-through 60-inch(300 to 1500 mm)virgin pipe material shall comply with the EMERGENCY (BYPASS) SPILLWAY DETAIL. CONTRACTOR SHALL TRANSITION FROM MOD. O
notched constant ligament-stress NCLS test as specified in Sections 9.5 and 5.1 of AASHTO M294 and ASTM F2306,respectively. MAINTAIN EOP&TRANSITION VALLEY CURB&GUTTER TO
g (NCLS) NOT TO SCALE THE GUTTER LINE FOR CURB MATCH CURB INLET I""-1 �_
INLET INSTALLATION INSTALLATION
Installation Installation shall be in accordance with ASTM D2321 and ADS recommended installation guidelines,with the exception that minimum cover in trafficked areas v� [I--)for 4-through 48-inch(100 to 1200 mm)diameters shall be one foot.(0.3 m)and for 54-and 60-inch(1350 and 1500 mm)diameters,the minimum cover shall CURB TRANSITION DETAIL (MODIFIED VALLEY .L I--I
be 2 ft.(0.6 m)in single run applications.Backfill for minimum cover situations shall consist of Class 1,Class 2(minimum 90%SPD)or Class 3(minimum GRADUATED BENCHMARK POST- ) (
TENTHS OF A FOOT STARTING WITH O
90%)material.Maximum fill heights depend on embedment material and compac on level;please refer to Technical Note 2.01.Contact your local ADS DRIVE POST 12"DEEP AND MARK IN EMERGENCY(BYPASS)SPILLWAY NOT TO SCALE
representative or visit our website at www.ads-pipe.com for a copy of the latest installation guidelines. TOP OF BASIN EL.46.85 DESIGN ELEVATION AT BOTTOM OF BASIN (SEE DETAIL)
1CO-YR MWSEL 46,19 I 3
Arlin.�I=1�I1�I=I�I �- , DESIGN STORAGE EL.46.05 - ___i_- L_---1_I .-..._III--III=-_I .�..-:_.. 1 �
t(1 I-I I III III=1 I L__..L...1:=..___-..__ = 26-YR MWSEL 46.01 -�._.._. j11111- -11f___,..1.1.-1 I_I_1:1111' . �i �--•�
III I I I=I I I=III=III=III=i I I=I I I - 3 10-YR MWSEL 4.89 111 III- III III III I I 1=1 I I 11-=1 i I'1 ,� O
ADS N-12® WT IB PIPE (per AASHTO) SPECIFICATION; - - - - 1 2-YR MWSEL44.89 _
(p ) I I- I I I={I I_f LL=i I I-I I tom.!II`i I L f I 1==f I I_ i 11 111 L_ 111 I.11 111- III 1I 1_1 =111 1 i nit- =1!_L-
111.=11.1 I I - I= I l=I 11=I 11 -I I-IM EL.4375 ► -- __ 6 = I =I 111 :11 I -111 111 - III. -1 I I it-f2- I I---I 1 I ill I �I I / \ `i
scope ►I I =7i _ II f I i 5, {-I I==1 I f l I I- I I I I I-i I I 1 I1-1
This specification describes 4-through 60-inch(100 to 1500 mm)ADS N-12 WT IB pipe(per AASHTO)for use in gravity-flow applications. IS- �OT7�M�4ALC f��LIN�U _ 1 ;
WITH 4" F CL AN FIN SAND-1 Li- -.-• .-.___ - - 1 .- i --�) -I I 1-III= 1 I---� --1
Cr
I -1 - 111-=111=11 i- 1--111 1 - 1 11 •111 111=111=111-I i 1-III-- 11-=1 11 111-=111- 11 11 1 I I �`' �,
Pipe Requirements I�1 1 I.1-1 11-1 I I I J. 11=111 l i I I i 11--=1 I!_=Ill=1!I=1 I i=Ili= 11.2H1 II III I-�1 I - _ Ln
N 12 WT IB pipe(per AASHTO)shall have a smooth interior and annular exterior corrugations. `1 I --I(- I I I I I I I; _L 1 I I I -t III i- 1 I III=)I 1=I 1 1=1(I=III.-=)1- -:{I Imo - _ 0
• 4-through 10-inch(100 to 250 mm)shall r;:.:t AASHTO M252,Type S. - SU Wes-EL,41.E ;,-, �,,, _ _ ,, ,,__ _,., l ,,I �•. LC
• 12-through 60-inch(300 to 1500 mm)shall meet AASHTO M294,Type S or ASTM F2306.
DESIGN NOTE: MAINTENANCE NOTE: ( f`
• Manning's"n"value for use in design shall be 0.012. THIS DETAIL DEPICTS THE DESIGN TO BE IMPLEMENTED FOR THE WHEN A VISIBLE LAYER OF SEDIMENT HAS ACCUMULATED,THE SEDIMENT
Joint Performance INFILTRATION BASIN. PLEASE REFER TO THE GRADING AND DRAINAGE MUST BE REMOVED TO RESTORE THE INFILTRATION BASIN TO ITS ORIGINAL
Pipe shall be joined with the N-12 WT IB Joint meeting the requirements of AASHTO M252,AASHTO M294,or ASTM F2306. PLAN FOR SPECIFIC BASIN DEPTH,ELEVATIONS,AND OUTLET STRUCTURE DESIGN STORAGE DEPTH. .12.
SIZE/LOCATION. (/� Z (0o o Q U-
4 through 60 inch(100 to 1500 mm)shall be watertight according to the requirements of ASTM D3212.Gaskets shall meet the requirements of ASTM F477. Z
Gaskets shall be installed by the pipe manufacturer and covered with a removable,protective wrap to ensure the gasket is free from debris.A joint lubricant .. O Q¢
available from the manufacturer shall be used on the gasket and bell during assembly. [#2] F-
12-through 60-inch(300 to 1500 mm)diameters shall have an exterior bell wrap installed by the manufacturer. INFILTRATION BASIN DETAIL
co 2
NOT TO SCALE °° Z O
Fittings
Fittings shall conform to AASHTO M252,AASHTO M294,or ASTM F2306.Bell and spigot connections shall utilize a spun-on or welded bell and valley or w Z
of AASHTO M252,AASHTO M294 or ASTM F2305. >-
saddle gasket meeting the watertight joint performance requirementsU �I �q Z
ha (n � p
Field Pipe and Joint Performance W a z W W a a
p --) W�ou) Q zzY
To assure watertightness,field performance verification may be accomplished by testing in accordance with ASTM F24f7.Appropriate safety precautions O 0 o w¢ CL 1.7 a in w
must be used when field-testing any pipe material.Contact the manufacturer for recommended leakage rates. O Q LL. a LC o w
o
-1
Material Properties
Virgin material for pipe and fitting production shall be high-density polyethylene conforming with the minimum requirements of cell classification 424420C for 4- I SEAL`,...►(I(+4 n,,oi
through 10-inch(100 to 250 mm)diameters,and 435400C for 12-through 60-inch(300 to 1500 mm)diameters,as defined and described In the latest version ,`o-iva CARo .,,,
of ASTM D3350,except that carbon black content should not exceed 4%.The 12-through 60-inch(300 to 1500 mm)virgin pipe material shall comply with the `,,�Q�.. I�•�41°0,
p
notched constant ligament-stress(NCLS)test as specified in Sections 9.5 and 5.1 of AASHTO M294 and ASTM F2306 respectively. ••e
ECEIVE 's iL 4 -
Installation � 040501
Installation shall be in accordance with ASTM D2321 and ADS recommended installation guidelines,with the exception that minimum cover in trafficked areas
for 4-through 48-inch(100 to 1200 mm)diameters shall be one foot.(0.3 m)and for 54-and 60-inch(1350 and 1500 mm)diameters,the minimum cover shall
1
c all onsist of Class 1 Class 2 minimum 90%SPD)or Class 3(minimum `}4 "'•�•� GI.tir:.- "
be 2 ft.(0.6 m)In single run applications.Backfill for minimum cover situations (
90%)material.Maximum fill heights depend on embedment material and comp�r ticn level;please refer to Technical Note 2.01.Contact your local ADS
representative or visit our website at www.ads-pipe.com for a copy of the latest it stailation guidelines. BY: '''‘���L a C' o`v
p ''0,,,,,,,0-\
il4 C .114•11 6
2
C - 6 . 2
,_,
,..„,
PEI JOB#: 16178.PE

i I' - - 1
v GENERAL NOTES: Z v Z 0 Z
o m BACK OF CURB FRAME. ORATE AND HOOD Q m m
p SEE STD.NO. 840.03 USE CLASS "B" CONCRETE THROUGHOUT. H co v' O CO v-13 O
<.--I X PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12" I-- ~ S EXPANSION JOINTS / H< H-"I43" I-J-•
H Z 94? ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.88. -1.--- C 6" E4 Q <, - - NOTE: USE TYPE "ER, "F" AND "G" GRATE
' �-'• zQ`� I' z UNLESS OTHERWISE NOTED. r _" P �)<
D H o 33 TOP ELEVATION OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR N4 BAR DOWELS AT H M(..) 5'H O 2 I % Z DC U f.►O 0 N II OC U -- - -
m O"11-) Y v "• .o• Y tit_
12" CENTERS AS DIRECTED BY THE ENGINEER. u •-I i-Z m O'T1 -i #4 BARS "V" 6" 6" V_J O H O T-1 Cn - --- - -- t LL--I 0 H
Z = • tl USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. 0 O = Z = - r STD. 840.03 FRAME, d Z m Z =-I ..M,�- Z
13
H -1 > o:: A �IuFi� o H -1 > @EQUAL SPACES �;.. IO O to= H •-4 D B - --- O O
O Q 3J C)-'1 --.- - - IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB W<Z LL. - O O��oo C)""1 +--1 Lg" i 1t" GRATE & FI000 CC Z - 17 0 O--1 -1---/ 1 -- I� < -
_•TT>>m ° EMI `v, AS SHOWN ON STD. NO. 840.00. (--0 Q 0= z-n> m 3n-.._ t' - w Q u_,_ _-,'I >m T T _..' W<C¢ x NID I
Z� Q tr tp-1 Z� (�j�'(��n i F- U�O('3 Z'p2t/e°� H I 2LBn r-020c
_(1),O O $ 8" --g" s USE TYPE "E", "F" AND "0" GRATES UNLESS OTHERWISE INDICATED. F-_~Z =0 0 0 II mil] 'C F- H S O O O '� Q I- ►'-(
r , ' , u , CC H W z X-O rr-r.Ti < h=W Z J Z C H m - ...._......n.. _ -- r•.X W Z.J
•z H r ° iir FOR 8'-0' IN HEIGHT OR LESS USE 8" WALLS AND BOTTOM SLAB. OVER LI Q J O } 111111111 I�IIIIII IIIIII Iliiiiiiii U 1- O H p r N N (A h O W
C7 O=z 4:°. •. 8-0" TO 18•0 IN HEIGHT USE 8' WALLS AND BOTTOM SLAB. ADJUST Q O CO n •=Z QC p►-► n '▪ O Z r=:-.18,====7""c====, 1
SECTION - LL SECTION - MM °C O'-'c�
• D> q... QUANTITIES ACCORDINGLY. - Z H • D> R 11111 o 2 R m u 6'-On Z •
H ▪ >> - It -- Z HOC
.-I 4 isjN CONSTRUCT WITH PIPE CROWNS MATCHING. r-> > 1 .;*-4 ° a < ` a PLAN '> 3'->•1 *- AIA ALIGN FRAME WITH INSIDE >
N , PLAN 3„ (O n ''' -<► I „, y t4 ►-H -G H y (9 1 6" O HSEE NOTE CHAMFER ALL EXPOSED CORNERS 1"• O WL7 CO p g - LLCURB AND GUTTER WITH CATCH BA IN ON STEEP GRADES ' �"d O r EDGE OF WALL TO ALLOW I n-pO X ' O 3-I 2 ' W O O ' FOR VERTICAL ADJUSTMENT--- . „ ' wZO) DRAWING NOT TO SCALE. ti 0 z4A Q LLtiO z L • �.•,"1 r -... Iy n. 0
TOP ELEVATION : SECTION X-X '4 w TOP 6„ WALL SEGTION-- �-
° °0m1, Qy �, mUSE ON FLATELEV. EXPANSION JOINT ! •
u'VT""' + GRADES 2As AND UNDER / 1 c ._.._,-
�� TOP ELEVATION 1 < 4 ,,,_-__ ` -
SECTION - BB
'°l1Mr1�71 FRAME, GRATE AND HOOD --
• STEPS - STD. NO. 840.88 } --�- SECTION.PP SECTION - NN
SEE STD.NO. 840.03 STEPS - STD. NO. 840.66 I DEPRESSED GUTTER LINE
,�`Lil���','� S 111 1 3'-O,I
�*-��E EXPANSION JOINT I A r i �'� PLAN 4',.-I
TOP ELEVATION S ° - PLAN OF TOP SLAB SECTION S-S Z FRAME,GRATE, & HOOD ass v J�- ,;.. a OC Q
n �.�.��.� L,a,�,r i�ir�_�� �� Z Cf ELEVATION 0cc Z L7-11 u7 - �.1 0 0
0 / S.
Z N .a Z0 O NORMAL CURB AND GUTTER ON LIGHT GRADES U TCi7 m - 2,_O"- 6,+ - - I C!) _ Co
H T
0) T °}' H Q W A = NO MAL GUTTER LINE Z .. 111_
�� h , -, r` ZN '� 8nrill=
C w 8 8" G 8 x �' m H N In OD
8" FE #8 "W" BARS #4 BAR 8„ EXPANSIOTOPOINT NORMAL
3 m H Z 3'-o" - z oo l- ,1N+^ l
Z I- 0
` m co SECTION Y-Y `N• Q \
-1 ( �� o ' __ cc = a -( ..i -1 ELEV. 1 < d I j rn^Im n\ Q
= .-i D - D d V ` = m Z @ E VACES a USE ON GRADES+3VER 2� 0 V _ Ti "' v ,O o 144- Q V (J�
pa 0
RISER HT. l o':� d �"' [}' Q _ .- 0 �• > '� K �' --- '
C > VARIES ,• Q > ro1 1L -'7 II I - --- I -DEPRESSED GUTTER LINE a ►t� c,
Z > L M `� i� LU
al v in
/� - ¢ C� o m a / I-- 1 D" a G„ Q t� v m -� cc
j EXPANSION JOINT .1 r I d - Q
j j� O > y v SECTION __AA - � _ 0
8 L •
°' O A v 8„ i' O,% MAX. v ¢ cc 33 v 1SECTION J-J m a W ' _ v ill' IiI z O v _.__. _ .//rl=4.„
____ c� z
'_' '° ''° •° WHERE 30" TO 38" PIPE IS USED C) > M +
►1 > °: ° SEE NOTE I SECTION M-M C7 W - ,-°a DOWEL ELEVATION co W F- > -L M „%, ...-1...i O cn
SECTION R-R NORMAL CURB AND GUTTER ON STEEP GRADES Z,UW H t'- 7- - WHERE 42" TO 54" PIPE IS USED = N 'O WH S N -"I 1'•i a,) FRAME PLAN 2C ..Z
m Z WHERE 30" TO 38" PIPE IS USED 0 V *'- m > Z ------- * 0 V r Z -- SECTION _JJ U O
1..1 ,� MINIMUM DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH BASIN(BASED ON MIN. HEIQNT, H, WITH NO RISER) = III a 0
0 O RISER HT. Z N DIMENSIONS OF BOX AND PIPE _ CU.YDS. CONC. IN BOX DEDUCTIONS ►4 ZZO +' „ fig„ H W (Vl
�.� VARIES ,."'•:.- o,q:' . I"I -L - - 3 'O% ... J I
'11 O' 'n IP SPANEH WIDTH WTDTH SPAN MIN, HEIGHT DIMENSION BARS-U BARS-V BARS-W TOT.WIC. ONE PIPE O TI 1 We ikS'+ - - „
_ :1 J W Z P E TOTAL roP 'BOTTOM 72iim
V �, �)I_O _____ J 6.•.I D A B C 0MEF N0, LENGTH N0. LENGTH N0. LENGTH LBS. SLAB SLAB C.Y. R.C. Z 0 O I�- 3° R Z �'• "`�-- -- 2'-9" - 028H IF IF -" A °.;I 11111
r ..j 15„ 9,-Dn1,_jn3,_p„ D.235 0.023 0.038 Z -+-� � ' � > " 6„ 2, O„ 6" --- '}}-- V i,`u T 0 �''�/ wV
°• `ql '„ �� 18" 3�-0" 2'-2n 9,•3n0.235 .033 0.0481,T6„ 16n11,E .^I , , .-I .•� Y-C_'t _2_ LL...6':''•:".� .o. 7 24 3-0" W-2" W-9" .235 .0590.08531 " 3'-O" 31'2„ nIpperF„ ' rI _ „D'. •'` LL• °.'� n'.• a :.j1111111111
_ 30" 3'-0" 2'-2" 3'-4" 4'-3„ 1'-2" 4'-0„ 4 1'-5" 2 3'-9" 3 3'-9" 39 0.123 .321 0.092 0,127 -••.- .- ` T4'4 `. _.-
Y •' ' " '°1 38" 3'-0" 2'-2" 3'-10" 4'•9" 1'•B" 4'-0" 4 1'-11" 3 3'-9" 9 3'•9" 43 0.161 0.358 1.714 0.132 0.178 --------------i- - - '
-'� zz
SECTI N :-4 i- _
WHERE 42" TO 54" PIPE IS USED � ' 'tll"• � • -°•.'. 42" 9'-0" 2'-2" 4'-6" 6'-9r' 1'-5° 3'-2" 4 1'-8" 2 2'-11" 3 2'•11" 32 0.112 0_318 1.738 O.iBD 0.243 Q--__-EQ( 1 -^-�--
", 48" 3'-0" 2'-2" 5'-0" 5'-9" 2'-0" 3'-2" 4 2'-3" 9 2'-11" 3 2'-11" 35 0.145 0.352 2.052 0.235 0.317 2' 11)'2" 4`3'8" O n
.P ro•. W
DETAIL SHOWING METHOD ... ---- - -�
SHEET 1 OF 2 OF RISER CONSTRUCTIONSHEET 1 OF 2 SHEET 2 OF 2 54" 3'-0" 2'-2' 6'-7" 8'-3" 2'-7' 3'-2"- 4 2•10' 5 2'-11' 3 2'-11' 41 0.180 0.388-2.9B7 0.297 10.401
SHEET 2 OF 2 SHEET 1 OF 2 R' .4 SHEET 1 OF 2
NOOD_ELEVAT_ION SECTION.=_RH - �y LL _J
PLAN PLAN * RISER HAS .228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT 840.03 ++J�� J J
840.02 840.02 840.02 840.02 840.03
la zo 0 6" 'L' 6" 6" _ 'W' A" o m GENERAL NOTES: z J
vH 24" ��r - I I I r- -� `"'>� v * THIS PRECAST BOX MAY BE USED FOR THE FOLLOWING -OPENING SHALL BE _ 'L' off 'W' + 1'-O" 0�, w
Q " CLR. TYP. - Z v Q Q H.�Z LOCATED AS REQUIRED Z I->. �, z
,<,• z DETAIL SHOWING TYPES OF GRATES 2'.17 " �� Q Q r+ z z v STANDARDS: 840.01, $40.02, 840.04, 840.05, 840.11, ,, ryy
cn o USE ACCORDING TO WATER FLOW, 1 z 3= '�°o 0 o fO #4 KEBABS `OI}~ M. #4 REBARS ••.;.' 1- o #4 REBARS ¢Q = LLJ
H O ap �- H (� ►-1 A. r H°C c7�? H o 840.12, 840.14, $40.15, 840.17, 840.18, 840.19, 6" CENTERS z a U Z
r TI CA B tLJQH T OIl lfn \. :i LLJOH rOT-Irk to
NU ► SOU' Q
m O -1 __ Q Q° =z T^z = o '^ v �.� O O° =z m z s'--'1 840.26, 840.27, 840.28, 840.31, 840.32 AND 840.41. ► s - :o p u -r H z `�
H z-1=> ,. ^., .. (n H -I > = � U H -•� > - --- - -F c)o = 1-- v J
cc z - O -( I 1 - I ) \ °C +7 -� * INSTALL PRECAST DRAINAGE STRUCTURES AND PAY -`e �"-� oc U
o c)-i rr Ir „ rl Ir n W Q W O C)m w p w q .'•6'• . :, W Q LL O C)m - -- -_ Z Q �"
=o >m TYPE G TYPE E TYPE F A A 1"� 7 Ir I••-U Q p= =m E> I I J 1 '. THE PATTERN OF THE \ _ _ ns BARS u,< LL
*� I 9/g oC c7 ao w I I °' I I : UoC7 T FOR IN ACCORDANCE WITH SPECIFICATION SECTION 840. t UQO O f 1
ao Q H O O (O (D KNOCK-OUT 0:�// ' � Q H CO o @OPENING OG U' !Y V
�, 1 1-_ z W z H-o o-� i 11. 1 3„ PANELS ARE SHOWN °/ • o: ���'' ° =r z w z H-o -n DO NOT PLACE PRECAST DRAINAGE STRUCTURES STEPS r Z H
z�oomo �i�l r n k� ' _,_] - (01- QJ , 18a 1311 , ° _ ° col-u of o SECTION C.-_G. 'I'
I •, a FOR ILLUSTRATIVE , Lr H O '-+ ►` o-I T cc -�Pr- I o -': .° ;, o p C) = UNDER TRAFFIC OR WHERE TRAFFIC WILL BE DETOURED. r u z
C) =Z - n 000),„e > > • ./0 0 •. 0• ° O O� -i #5 BARS .0 cc Z
*>> --►-WATER FLOW -►-- SAG -■- WATER FLOW --.-- r I 97/8 z ,►-+ *>5 I I :: „ 1 PURPOSES ONLY. ° .� •:o••° . o! ° . '•`° _ z H >> * USE 4000 PSI CONCRETE. C CI OPENING C 0
>> oo v - ,L. D_.1 - 1, 1 Will 1 '. o ' q .•.°.o _. �•v �> > 1
-1 �1 to a H H ;� 3 Y #5 REBARS 12" ?" #5 REBARS ° o • .°:. o o f0 a H ••<►.4 v PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A615 FOR z 1-> Z
�H - - o 0 o I 1 I „ ., '' :o' ',.o . ° a o d o a W
V)o o r w Z o . CENTERS 1TYP.a :: ': Al2 CENTERS o:�.' o' o' o: I o Z O •
GRADE 60 AND WELDED WIRE FABRIC CONFORMING TO ASTM A185. _'_ r • • O', w C
Z 4 1 h d .'.••.. ' .• '1: .1 - ° .' • .v. °v ,v..'° n f` OI :"' . .v v v '. d
B Li
" �;.;;•:•�'.:� :, r;: �. °. °. °. ° * LIMIT MAXIMUM DEPTH TO TOP OF BOTTOM SLAB FOR WAFFLE WALL .' ' n 0
. .. ,► ....•. ► . ..•. .,0 ..•.. .• •.°.•°. •� .: •• .• , ". 6 MIN.. -
z 1 / _ 1 ► /�' ;.o o ° :: o :. :':p ; o : STRUCTURETO 10 -0 LIMIT SOLID WALL STRUCTURE ---
_ ,� = . SECTION `A-As SECTION B-B �, :a. ./or °: ° :a. „ � : To 161-0", Q. -.
ro 'L° + 1'-0"et D v ;��j// 'o ':, o ':'; \\�\\\�, PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH s" L' 6" a C"'.v v '
M: s I I IBv SECTION B-B o,a , o o - '�' �jj/�' °:: o \\° .• ' OSHA STANDARD 1926.704. °:
�II,l111111IIIIi1,111111I -a I B . Rio'..; . • '.•° _.• . W -a PLAN P SLAB °°
" " I z *� ' d:* a 1" MIN. u . . o .' C ,'i0 * CUT OR FORM OPENINGS FOR PIPE TO PROVIDE T� V`o. ° • W
-n 1 21/4 , 1 4..,- G ►-► m - ° 2_ :o CLR.(TYP) °• p = M m m REQUIRED SIZE AND LOCATION. ORIENT WAFFLE WALL STRUCTURES ° . ° .�� 0
O fl1
X1 z --'-WATER FLOW -••-- SAG WATER FLOW C
Q o A #4 R!41 C 1" MIN_ (�, ° E" .� z SO THAT PIPES ENTER THROUGH THE " p F- E.--.4 rD
c Imo- SECTION A-A = DO N H °�CLR.(TYP) ; - � WAFFLE WALL ISOMETRIC VIEW J z N ram- KNOCKOUT/WAFFLE PANELS ONLY. PIPES MAY ENTER THROUGH ---o - L' V Z ..„, „,
O
I: H
�, `� unI 0 v O + ° 4x4 W4xW4 cO -) m ''' „ n CURN_ER. _CUT__DETAIL O 00
m "� o z C Q -� o THE CORNERS OF SOLID WALL BOXES IF A MINIMUM OF 6 OF U d n1 • --
WWF LAP Z•• " H f.. 3 (_$OLTD_WALL BOXY z -
3 Z ~ O p 3 a A. #5 REBARS @ 12 3 > WALL IS PROVIDED ABOVE THE HOLE. H }- W c� I `�
o Z TYPE "F" TYPE "E" TYPE "G"
[TYPE - E Q U o `° Z WWF 6 ON- CENTERS (HORIZ. N w r t7 * ALL ELEMENTS PRECAST TO MEET ASTM C913. ° N 0 l7 a> . c� Do Z O o 9 4 •v > -1 _ TO REBARS} VERT.) J -I 6y L_oR W g" Q
-i RAISED FLOW ARROW d z * - a N
Go rr d p Z (USE WITH W LL O > FRAME AND GRATE HEIGHT MAY BE ADJUSTED WITH CONCRETE 0 O
� � P �� %1g" HIGH 2 ^a vHv .°� h o" 'c 4' X4' & LARGER CD mHlz -i _. ID
� }
> co o• o Q v OR BRICK IN ACCORDANCE WITH STANDARD 840.25. #4 REBARS q ai 6 V
Z RAISED FLOW ARROW 2 _r cc > B M .� r °• • ,;. .n• ' . DRAINAGE STRUCTURES . •''... 'i a �C 3 > * „ 1 CLR v. 6„ CENTERS v tir - Q Q /� U r~
© m % " HIGH , rt- O • ' _ Q W d a v 6" 'L` - 6" } ) • Q cA D au PROVIDE PRECAST STRUCTURES OVER 4 0 IN DEPTH WITH ` , v (n ( ) c� =(I:.
ig 4� a d Z > - TYPICAL :o : d v ----- - • <>'�.'#4 REHABS `Z �."
-11 Gil D °. ° • z H d > 0 STEPS AS DIRECTED BY THE ENGINEER. •� `. d w
� cl
vD N v O o Q f' m m v WAFFLE WALL PLAN VIEW SOLID WALL PLAN VIEW ° 'o °" Q z Z Rt v * WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR AS LONG CAR< 1 6 CENTERS : H �, �?
Q O _ 11�" V► 6" `L' „ „ 61+ a•' . :o:; . v ..• ':o•' (A AS THE SAME AREA OF STEEL IS PROVIDED. Ti' " - h¢- L'� Z W '� O ks
o m v
> a ` ..1 it IP -� 6 6 %W Q..• O'. �•'.U'. �.. •'.U.. ' .. °. . .o: .:p. 0 v 0 4E (n L.+ 0
Z H r c�. „ / =m = .3.p ►"' I I I I o ;,P v :P o o' :;o : .o x m --I H * SEAL JOINTS WITH A FLEXIBLE BUTYL RUBBER O J L '
> zPRECAST RISER _PLAN PRECAST_ RISER__DETAIL x Q w (NI c cp I-.
t7 co a7 0 0 • '... . p , .•. . •'.o • . . . CO(AF- -I Z
0 z �8 /�,�./ / 1/8+1 ► , (II W r O �� ° ° . ° ° . o �1 BASE CONFORMING TO FEDERAL SPECIFICATION SS-S-21A, - - N f
_ _ O ` ` \ _ to r C 1„ MIN. CLR. °' °'• o °': a :o : •o :0:: '-' (/� c� > O H W O
„ __I �, 1 MIN. CLR. .. I °. .'•''. ° °. ° J rl C AASHTO M-198 TYPE B - BUTYL RUBBER. ''' CO Z Z •-' ,
co n 1 f U' I 4X4 W4XW4 ° ° :.o o :.v o' :'v' .o :o' o' : U' Q r n n * a:. ° :o, v. J W OOr ,
O rt ��` O 1 ! \N Imo- -.1 O • _ W = o 0 0 o z v 2 o LIMIT MAXIMUM STRUCTURE SIZE TO INSIDE CLEAR ° \ C7 Q
(n O 77 " < I I /8IT
r 1l "R n w IL C : 4x4 W4XW4 J ;1 WWFLAP : o o o ; . W W . "' " V
H 0 1 „ -1, O ;'.I WWF 6 ON- '°' CO - °. o. • °•7 • • • P. P. - C DIMENSIONS OF 5 -0 X 5 -0 o:. .'. ,•p W W ["
1 u r rr IL 23 0 1 WWF LAP WWF < (D o ..•,'.o ..• .o•. .o• .o .• �,' `° :-.: e.',a:v. q: p4 +0
Z 2 11� ( I TO REBARS o •.p .° p .o p o v ° * THE OUTSIDE PIPE DIAMETER PLUS 2" OR THE OPENINu I. '-`
2 -11 4 m 6" ONTO REBARS} H o ) o•.. . . p:. . . o p O. M p �." C7
„ ' „ /r cc • ,••! Q .• •o•' ° • .• :°.: ° .' ;v-• ° • .' •v.: ° REQUIRED FOR FRAME AND GRATE IS THE MINIMUM STRUCTURE - d• ✓
11'(1 11 T$ <1�2 ¢ I °' > I z
-►1 1 ��}"� a o!I > #5 REBARS °' SIZE WHICHEVER IS GREATER. �._._ 6"
-I 6
I ■z.au Misumm, 1 r HI/ 112 #5 REBARS 12° ° 12 CENTERS o o ..o o ::o' ----------_►
:• ° o:' * USE MANHOLE FRAME AND COVER AS INDICATED ON THE PLANS.
CENTERS (TYP.) TYPICAL •9 °' '
1 " SECTION A A I -,-----
1- _. �� %g" , �,_�., ,____ ) °' REINFORCE OPENING AS SHOWN ON THIS SHEET. T v-- ,., .,i
SEC ION VIEW SECTION VIEW
TYPE - F� c., SECTION A-A SHEET 2 OF 2 SHEET 1 OF 2 1 • / 1 ' ' '1 SHEET 1 OF 2 SHEET 2 OF 2
SHEET 2 OF 2 +TYPE G 840.45 SECTION C-C SECTION D-D (0 SOLID WALL ISOMETRIC VIEW $40.45 OPTIONAL JOINT SHEET z o z
840.03 840.03 840.45 840.45
CERTIFICATION NOTE:
CONTRACTOR SHALL PROVIDE CERTIFICATION FROM A LICENSED
NORTH CAROLINA STRUCTURAL ENGINEER THAT PRECAST
STRUCTURES PROVIDED MEET REQUIREMENTS FOR H2O LOADING
v 2' o D W T AS zo 0 SOLID COVER SHOWN PERFORATED. PERFORATED AVAILABLE o m NOTES: z
GENERAL NOTES -{ <• STEPS DIFFERING IN DIMENSIONS CONFIGURATION OR MATERIALS FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THE CONTRACTOR HAS FURNISHED o>- `..
v.o INTERNAL MIN. YIN. MIN. CIRCUMFERENTIAL FH->- v-�1 IF SPECIFIED. H>_ �� INSTALL ALL STEPS PROTRUDING 4" FROM INSIDE FACE OF STRUCTURE WALL. co
<71 USE 4000 PSI MINIMUM COMPRESSIVE STRENGTH CONCRETE. /4iQ M ~• Z (I AE E: USEWER, ST RM DRAIN,/EELECTRICAL) Z ao 0 THE ENGINEER WITH DETAILS OF THE PROPOSED STEPS AND HAS RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE OF SUCH STEPS. `= 1-
H z CONCENTRICDIAMETER WALL TOP/BOTTOM AREA OF STEEL �7=O O FABRICATE, ASSEMBLE AND DESIGN PRECAST MANHOLE COMPONENTSCONE SECTION U D ODO Z Sr HTM OACCORDANCE WITH AASHTO M199. (FT.) THICKNESS SLAB THICKNESS PER VERTICAL FT. H Of!3 I- ►-f-n O '' H oC(,� •U ►+O +`,m-1Zm=D ASSEMBLE RISER AND GRADE RINGS WITH THE STEPS SPACED 12" (IN.) (IN.) (SQ. IN.) OO =Z H 2 =D LI JOCL HZ MOT i - - - --------17O n-1 ASSEFROM BLE RIP RO NDE RADEOM NG THE HATHELE. OD
cr ` / TOP OF COVER O O 0= - ►1 z-63 0�1I=> l ,+ ---- ►.,o C7U ^=`TI >m UCT 4 4 6 0.12 QU O ?� �m �O i Q,..., 0 .. T1Z>�m ?-�-T .I-- 1„� _ r-UZOS r. O=O WHERE THE MANHOLE IS EXPOSED TO ROAD TRAFFIC, CONSTR ZZ • CD
= O THE TOP OF THE MANHOLE FLUSH WITH THE GROUND AND A MINIMUM 5 5 8 0.15 F-_~ Z W Z= O•-n ~ . A B /1° B I-x 4 ZO J z=O O-TI 1" " W
--: '
• 6H) H T OF 9" ABOVE THE GROUND AT OTHER LOCATIONS. g g 8 0.18 O Ocog C) =H
33 D LIMIT DEPTH OF FILL TO 30'-0" FROM FINISH GRADE 70 TOP OF eDZ 4 ` \ALL1 0 p H Q O G� H
> _ BOTTOM SLAB. ->
> D' 1p • H -i V L-" it - ( - -� �- - ifr n _ (° ►-1 -�►--1 'J §e" 0° m 1-
U H O THINNEST PORTIONIOFLTNE TOP/BOTTOM SLAB. ALTERNATE
OF THE O W d O O +�I
1 THE MIN. SLAB d d CP + - + n\�r� fp �p } r�1 .J
ALTERNATE GONE SECTION GRADE RING 2 D -i r d z co T q d z '� I w !--'
r I 1� R. _ r n �y� j 1-
* TOP MAT OF REINFORCEMENT MAY BE NEGLECTED IF TOP SLAB WAS a. MIN. AREA OF STEEL / f -_-_-1. } I"�1
A DISTINGUISHABLE TOP AND BOTTOM. •�IS 0.07 in.z _
"a ECCENTRIC CONE BOTTOM OF COVER te-•I �--1
aD D' + 2 W1' W t PLAN SIDE , �
1-,�, �- 1 R. PLAN SIDE ELEVATION --a:
C) / 6" MAX. SPACING LU % -�. ice\
1" MIN. ADDITIONAL a OF CIRCUM. R/F W ELEVATION - ► -
M4 REBAR LOCATE WALL REINFORCEMENT N
a CLR. Fd" PLAN OF COVER _{ -( /'�
WI 0
N _ IN MIDDLE THIRD OF WALL ,v ryy^ _ `J
1-1
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