SW8110804_Approved Plans_20220811

BISHOP CREEK APARTAENTS
NC
SURF CITY,
MAY 2022
FOR
BISHOP CRFFKAT
SURFTALC
1072 NC HIGHWAY 210 SUITE B
SNFADS FhRRY, NC 28460
SHEET INDEX
.J�� SHEET NUMBER SHEET TITLE
C-0.0 COVER SHEET
,Q C-1.0
C-2.0
GENERAL NOTES
o _ SITE PLAN
C-3.0 GRADING & DRAINAGE PLAN
C-7.0 DETAILS
C-7.1A DETAILS
N C-7.1 B DETAILS
C-7.4 DETAILS _ , /
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PEI PROJECT #20364.PE
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EROSION CONTROL AND SEQUENCE OF CONSTRUCTION NOTES: • N N
COORDINATION NOTES: NOTE:THESE EROSION CONTROL AND SEQUENCE OF CONSTRUCTION NOTES ARE INTENDED FOR NC ACCESSIBILITY NOTES: NC ACCESSIBILITY NOTES (CONT.): Co Lri
EACH"PHASE"OF CONSTRUCTION. THE ORDER AND STEPS TAKEN MUST BE IMPLEMENTED AS EACH GENERAL UTILITY NOTES N
1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS. PART OF THE PROJECT IS DEVELOPED;WHETHER AS A WHOLE OR IN PHASES. ANY EROSION GENERAL NOTES: PARKING SPACE NOTES: o
CONTROL DEVICES/MEASURES MUST REMAIN IN PLACE UNTIL THE ENTIRE BASIN DESIGNED TO 1. ALL STORM SEWERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH TOWN OF SURF CITY 1.SPECIAL ATTENTION SHALL BE GIVEN TO COMPLIANCE WITH AMERICANS WITH DISABILITIES ACT
2. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND WITH TOWN OF SURF CITY,PENDER HANDLE SEDIMENTATION AND EROSION IS STABILIZED AND ALL IMPROVEMENTS WITHIN THE BASIN REQUIREMENTS AS SPECIFIED ON THE DRAWINGS AND IN THE PROJECT SPECIFICATIONS. (2010 ADA STANDARDS),THE NORTH CAROLINA BUILDING CODE/ANSI A117.1,AND APPLICABLE 1.ACCESSIBLE PARKING SPACES SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE ROUTES OF
COUNTY,AND THE STATE OF NORTH CAROLINA. ARE COMPLETE. LOCAL LAWS&REGULATIONS. TRAVEL FROM ADJACENT PARKING TO AN ACCESSIBLE BUILDING ENTRANCE.
2. BEDDING FOR ALL STORM SEWER PIPE SHALL BE AS SPECIFIED ON THE DRAWINGS. ESSENTIAL THAT CONTRACTORS ARE AWARE OF THE SITE ACCESSIBILITY REQUIREMENTS.IS
3. THE CONTRACTOR IS TO ESTABLISH AND CHECK ALL HORIZONTAL AND VERTICAL CONTROLS TO BE USED WITH THE PHASE I EROSION CONTROL PLAN: 2.ACCESSIBLE PARKING SPACES SHALL BE AT LEAST NINETY-SIX(96)INCHES WIDE. ACCESS
2.IT IS PARAMOUNTE ENGINEERING,
PROJECT. IN ADDITION,THE CONTRACTOR IS TO COMPUTE THE LAYOUT OF THE ENTIRE SITE PLAN IN ADVANCE OF INC.(PEI)HAS DEVELOPED THESE NOTES AND DETAILS TO ASSURE AISLES SHALL BE 60 INCHES WIDE. ONE OF SIX ACCESSIBLE SPACES SHOULD PROVIDE A VAN
BEGINNING ANY WORK ASSOCIATED WITH THE SUBJECT PLANS. CONTRACTOR SHALL EMPLOY A PROFESSIONAL 1. CONSTRUCT TEMPORARY GRAVEL CONSTRUCTION ENTRANCE(S),ESTABLISH THE LIMITS OF 3. ALL STORM SEWER PIPES SHOWN AS RCP ON THE PLANS SHALL BE REINFORCED THAT CONTRACTORS ARE AWARE OF THE REQUIREMENTS AT THE POINT IN TIME WHEN THEY ARE ACCESSIBLE AISLE. THE AISLE SHOULD BE 96 INCHES WIDE(OR ACCESSIBLE SPACE IS 11 FEET AND
SURVEYOR TO PERFORM SITE IMPROVEMENT STAKEOUT(S). DISTURBANCE,AND TEMPORARY SILT FENCE. CONCRETE PIPE CONFORMING TO ASTM C-76,UNLESS INDICATED OTHERWISE ON BIDDING THE PROJECT. IN ADDITION,PEI HAS MADE A POINT IN THESE NOTES AND DETAILS,AS ACCESS AISLE IS FIVE FEET).WHERE PARKING SPACES AND ACCESS AISLES ARE MARKED WITH
PLANS. WELL AS IN OUR DRAWINGS,TO PROVIDE SLOPES/GRADES AND DIMENSIONS THAT COMPLY WITH LINES,THE WIDTH MEASUREMENTS SHALL BE MADE FROM CENTERLINE OF THE MARKINGS. WHERE
4. ANYTIME WORK IS PERFORMED OFF-SITE OR WITHIN AN EXISTING EASEMENT,THE CONTRACTOR IS TO NOTIFY THE 2. CLEAR AND GRUB THE AREAS REQUIRED TO CONSTRUCT THE SEDIMENT SKIMMER BASIN AND THE AMERICANS WITH DISABILITIES ACT(2010 ADA STANDARDS),THE NORTH CAROLINA BUILDING PARKING SPACES OR ACCESS AISLES ARE NOT ADJACENT TO ANOTHER PARKING SPACE OR
CODE/ANSI A117.1 AND APPLICABLE LOCAL LAWS&REGULATIONS. IF THESE SLOPES/GRADES AND ACCESS AISLES,MEASUREMENTS SHALL BE PERMITTED TO INCLUDE THE FULL WIDTH OF THE LINE
HOLDER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK,AND TO FOLLOW ANY GUIDELINES OR TEMPORARY DIVERSION DITCH(TDD). ONCE COMPLETE, INSTALL SKIMMER AS SHOWN. DIMENSIONS ARE NOT ACHIEVABLE,THE CONTRACTOR IS REQUIRED TO CONTACT THE OWNER DEFINING THE PARKING SPACE OR ACCESS AISLE.
STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT. IMMEDIATELY AND BEFORE MOVING FORWARD WITH THE WORK. m
3. CLEAR AND REMOVE FROM SITE ALL TREES(ONLY ONES TO BE REMOVED),ROOTS,ROOT MAT, 3.PARKING ACCESS AISLES SHALL BE PART OF AN ACCESSIBLE ROUTE TO THE BUILDING OR z
5. CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS BY OTHERS FOR ALL BUILDING DIMENSIONS AND ETC. FROM THE AREA WITHIN THE DESIGNATED CLEARING LIMITS. INSTALL REMAINING EROSION 3.THE CONTRACTOR SHALL NOTIFY PEI IMMEDIATELY OF ANY CONFLICT BETWEEN THESE NOTES FACILITY ENTRANCE AND SHALL COMPLY WITH PROVISIONS FOR ACCESSIBLE ROUTES. MARKED W
DETAILS. AND DETAILS AND OTHER PROJECT DRAWINGS,WHETHER BY PEI OR OTHERS. THE CONTRACTOR
CONTROL MEASURES AS SHOWN ON THE PLANS WITHIN THE AREA DISTURBED. ALL EROSION CROSSINGS SHALL BE PROVIDED WHERE THE ACCESSIBLE ROUTE MUST CROSS VEHICULAR z
SHALL NOT PROCEED WITH THE WORK FOR WHICH THE ALLEGED CONFLICT HAS BEEN DISCOVERED TRAFFIC LANES. WHERE POSSIBLE,IT IS PREFERABLE THAT THE ACCESSIBLE ROUTE NOT PASS 0 z
CONTROL MEASURES MUST BE INSTALLED BEFORE COMMENCING CONSTRUCTION. a
UNTIL SUCH ALLEGED CONFLICT HAS BEEN RESOLVED. NO CLAIM SHALL BE MADE BY THE 0
BEHIND PARKED VEHICLES.
GENERAL NOTES: CONTRACTOR FOR DELAY OR DAMAGES AS A RESULT OF RESOLUTION OF ANY SUCH CONFLICT(S). z
4. PLANT GRASS OVER ALL GRADED AREAS WITHIN 14 DAYS OF CEASE OF ANY GRADING ACTIVITY. 4.TWO(2)ACCESSIBLE PARKING SPACES MAY SHARE A COMMON ACCESS AISLE. z
4.THESE ACCESSIBILITY NOTES AND DETAILS ARE INTENDED TO DEPICT SLOPE AND DIMENSIONAL
1. AN EXISTING CONDITIONS AND TOPOGRAPHIC SURVEY WAS COMPLETED BY CHARLES F.RIGGS&ASSOCIATES. EXISTING UTILITY NOTES REQUIREMENTS ONLY. REFER TO SIDEWALK,CURBING,AND PAVEMENT DETAILS FOR ADDITIONAL 7 a
PHASE I I EROSION CONTROL PLAN: 5.ACCESS AISLES SHALL EXTEND THE FULL LENGTH OF THE PARKING SPACE THEY SERVE.
THE SURVEY SHALL BE FIELD VERIFIED BY CONTRACTOR AND ANY DISCREPANCIES REPORTED TO THE OWNER, INFORMATION. z
5. IMMEDIATELY UPON THE INSTALLATION OF ANY STORM DRAINAGE CATCH BASIN, DROP INLET, (n O
OWNERS REPRESENTATIVE AND/OR ENGINEER IMMEDIATELY. 1. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THE ACTUAL LOCATION AND 6.ACCESS AISLES SHALL BE MARKED SO AS TO DISCOURAGE PARKING IN THEM. Z Q
ETC.,THE CONTRACTOR SHALL INSTALL INLET PROTECTION TO STOP ANY SEDIMENT FROM AVAILABILITY OF ALL EXISTING AND PROPOSED UTILITIES IN THE
2. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES ON THE PLANS. 17-
ENTERING THE DRAINAGE SYSTEM. ACCESSIBLE ROUTE NOTES: O FQ Z
FIELD PRIOR TO GROUND BREAKING. 7.ACCESS AISLES SHALL NOT OVERLAP THE VEHICULAR WAY. ACCESS AISLES SHALL BE O
THE EXACT LOCATION OF ALL EXISTING UTILITIES IS NOT KNOWN IN ALL CASES. THE CONTRACTOR SHALL PERMITTED TO BE PLACED ON EITHER SIDE OF THE PARKING SPACE EXCEPT FOR ANGLED VAN
6. DURING ROUGH GRADING ACTIVITIES,THE CONTRACTOR SHALL GRADE THE SITE IN SUCH A 1.AT LEAST ONE ACCESSIBLE ROUTE SHALL BE PROVIDED WITHIN THE SITE FROM ACCESSIBLE
EXPLORE THE AREA AHEAD OF DITCHING OPERATIONS BY OBSERVATIONS,ELECTRONIC DEVICES,HAND PARKING SPACES WHICH SHALL HAVE ACCESS AISLES LOCATED ON THE PASSENGER SIDE OF THE w O
2. EXISTING UTILITIES AND STRUCTURES SHOWN,BOTH UNDERGROUND AND ABOVE GROUND,ARE PARKING SPACES AND ACCESSIBLE PASSENGER LOADING ZONES;PUBLIC STREETS OR SIDEWALKS; LLJ a 0
DIGGING AND BY PERSONAL CONTACT WITH THE UTILITY COMPANIES. IN ORDER TO LOCATE EXISTING UTILITIES FASHION THAT THE RUNOFF FROM THE SITE IS DIRECTED TO THE TEMPORARY SILT FENCE AS BASED ON A FIELD SURVEY AND THE BEST AVAILABLE RECORD DRAWINGS. THE CONTRACTOR AND PUBLIC TRANSPORTATION STOPS TO THE ACCESSIBLE BUILDING OR FACILITY ENTRANCE THEY PARKING SPACES. N
IN ADVANCE OF TRENCHING OPERATIONS SO AS TO ELIMINATE OR MINIMIZE DAMAGE TO EXISTING UTILITIES. SHOWN ON THE PLANS.
SHALL FIELD VERIFY FIELD CONDITIONS PRIOR TO BEGINNING RELATED CONSTRUCTION.ANY SERVE. 8.FLOOR SURFACES OF PARKING SPACES AND ACCESS AISLES SERVING THEM SHALL BE STABLE,
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS RESULTING FROM ANY DAMAGE TO THE EXISTING DISCREPANCIES SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE IMMEDIATELY. FIRM AND SLIP RESISTANT. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING
UTILITY LINES INCLUDING LOSS OF UTILITY REVENUES. CONTRACTOR SHALL ARRANGE FOR TEMPORARY 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND RESTORING TO2.AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDINGS,ACCESSIBLE
SUPPORT OF EXISTING UTILITIES,SUCH AS POLES,CONDUITS,FIBER OPTIC CABLES,TELEPHONE CABLES, PRE-CONSTRUTION CONDITIONS ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY FACILITIES,ACCESSIBLE ELEMENTS,AND ACCESSIBLE SPACES THAT ARE ON THE SAME SITE. SPACES THEY SERVE. CHANGES IN LEVEL ARE NOT PERMITTED.
WATER LINES,ETC. INADVERTENTLY BE DAMAGED DUE TO THE FAILURE OF THE EROSION CONTROL MEASURES. 9.PARKING SPACES AND ACCESS AISLES SHALL BE LEVEL WITH SURFACE SLOPES NOT EXCEEDING
3.WALKING SURFACES THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL HAVE A MAXIMUM 2.0%IN ALL DIRECTIONS.
3. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE DEPARTMENT 8. DURING GRADING AND AFTER GRADING HAS BEEN COMPLETED,THE CONTRACTOR SHALL RUNNING SLOPE OF 5.0%AND A MAXIMUM CROSS SLOPE OF 2.0%. `.
OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED UNDER THE CONTINUE TO MAINTAIN PERMANENT AND TEMPORARY EROSION CONTROL MEASURES UNTIL PERMANENT SEEDING SCHEDULE - MIXTURE 5CP 10.ACCESSIBLE PARKED VEHICLE OVERHANGS SHALL NOT REDUCE THE REQUIRED CLEAR WIDTH OF AN
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FINAL INSPECTION AND APPROVAL BY LOCAL EROSION CONTROL PROGRAM. 4 -
OCCUPATIONAL SAFETY AND HEALTH ACT. A
.ANY WALKING SURFACE THAT IS PART OF AN ACCESSIBLE ROUTE WITH A RUNNING SLOPE ROUTE. 3°•-I CD
Seedin Mixture GREATER THAN 5.0%IS A RAMP AND SHALL COMPLY WITH THE GUIDELINES FOR RAMPS OR CURB CO O
4. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE TO THE 9. UPON RECEIVING FINAL INSPECTION AND APPROVAL BY LOCAL EROSION CONTROL PROGRAM, g RATE(LB/ACRE) RAMPS. 11.PARKING SPACES FOR VANS AND ACCESS AISLES AND VEHICULAR ROUTES SERVING THEM " N
OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE,ERECT AND MAINTAIN AT ALL TIMES DURING THE CONTRACTOR CAN REMOVE TEMPORARY EROSION CONTROL MEASURES. SPECIES 10-20 5.TRANSITIONS BETWEEN RAMPS,WALKS,LANDINGS,GUTTERS OR STREETS SHALL BE FLUSH AND SHALL PROVIDE A VERTICAL CLEARANCE OF NINETY-EIGHT(98)INCHES MINIMUM. SIGNS SHALL BE 0
THE PROGRESS OR TEMPORARY SUSPENSION OF WORK,SUITABLE BARRIERS,FENCES,SIGNS OR OTHER CENTIPEDE GRASS FREE OF ABRUPT VERTICAL CHANGES(1/4 INCH MAXIMUM VERTICAL CHANGE IN LEVEL PERMITTED). PROVIDED AT ENTRANCES TO PARKING FACILITIES INFORMING DRIVERS OF CLEARANCES AND THE ^
ADEQUATE PROTECTION,INCLUDING FLAGMEN AND WATCHMEN AS NECESSARY TO INSURE THE SAFETY OF 10. THE CONTRACTOR SHALL CONTINUE TO WATER, FERTILIZE,MOW AND MAINTAIN SPRIGGED, LOCATION OF VAN ACCESSIBLE PARKING SPACES. F-�-I
THE PUBLIC AS WELL AS THOSE ENGAGED IN THE CONSTRUCTION WORK.CONSTRUCTION SIGNING SHALL 6.FLOOR SURFACES SHALL BE STABLE,FIRM AND SLIP RESISTANT. .� CID
BE IN ACCORDANCE WITH THE LATEST EDITION OF"CONSTRUCTION AND MAINTENANCE OPERATIONS SODDED,AND PLANTED AREAS UNTIL ALL CONSTRUCTION IS COMPLETE. Seeding Dates 12.EACH ACCESSIBLE PARKING SPACE SHALL BE PROVIDED WITH SIGNAGE DISPLAYING THE
INTERNATIONAL SYMBOL OF ACCESSIBILITY. SIGNS SHALL BE INSTALLED AT A MINIMUM CLEAR
SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES"BY THE DOT. MARCH-JUNE 7.THE MINIMUM CLEAR WIDTH OF EXTERIOR ACCESSIBLE ROUTES SHALL BE FOURTY-EIGHT(48) HEIGHT OF SIXTY(60)INCHES ABOVE GRADE AND SHALL NOT INTERFERE WITH AN ACCESSIBLE 4--1
GENERAL EROSION AND SEDIMENT CONTROL NOTES: INCHES MINIMUM MEASURED BETWEEN HANDRAILS WHERE HANDRAILS ARE PROVIDED(NC r e---1
BUILDING CODE 1104.1&1104.2). ROUTE FROM AN ACCESS AISLE. SIGNS LOCATED WHERE THEY MAY BE HIT BY VEHICLES BEING U O
5. ALL MATERIAL CLEARED OR DEMOLISHED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK 1. THE EROSION CONTROL PLAN SHALL INCLUDE PROVISIONS FOR GROUNDCOVER ON ALL Soil Amendments PARKED SHALL BE INSTALLED WITH BOLLARD PROTECTION.
SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF-SITE. EXPOSED PERIMETER DIKES,SWALES,DITCHES,PERIMETER SLOPES AND ALL SLOPES
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APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS,OR APPLY 8.WHERE AN ACCESSIBLE ROUTE MAKES A 180 DEGREE TURN AROUND AN OBJECT THAT IS LESS
STEEPER THAN 3:1 WITHIN 7 CALENDAR DAYS FROM THE LAST LAND DISTURBING ACTIVITY. 13.SIGNAGE AT ACCESSIBLE PARKING SPACES REQUIRED BY THE NC BUILDING CODE SECTION N
6. ALL WORK BY THE CONTRACTOR SHALL BE WARRANTEED BY THE CONTRACTOR FOR A PERIOD OF ONE 300 LB/ACRE 10-10-10 FERTILIZER. THAN FORTY-EIGHT(48)INCHES IN WIDTH,CLEAR WIDTH SHALL BE FORTY-TWO(42)INCHES 1106.1SHALL COMPLY WITH THE REQUIREMENTS OF NORTH CAROLINA GENERAL STATUTE 20-37.6 O
GROUND COVER SHALL BE PROVIDED ON ALL OTHER DISTURBED AREAS WITHIN 14 CALENDAR MINIMUM APPROACHING THE TURN,FORTY-EIGHT(48)INCHES MINIMUM DURING THE TURN,AND .- U
DAYS FROM THE LAST LAND DISTURBING ACTIVITY. FORTY-TWO(42)INCHES MINIMUM LEAVING THE TURN. THE CLEAR WIDTH APPROACHING AND AND 136-30 AND THE NCDOT UNIFORM MANUAL ON TRAFFIC CONTROL DEVICES.A SEPARATE SIGN Z
YEAR AFTER THE OWNER ACCEPTS THE WORK. C") c$
Mulch LEAVING THE TURN MAY BE THIRTY-SIX(36)INCHES MINIMUM WHEN THE CLEAR WIDTH AT THE TURN IS REQUIRED FOR EACH SPACE.SIGNS TO INDICATE THE MAXIMUM PENALTY MUST BE PROVIDED AT O_ -.-I
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<EACH ACCESSIBLE SPACE.
7. CONTRACTOR SHALL CALL NORTH CAROLINA 811 AT"811"AND ALLOW THE CENTER TO LOCATE 2. UNLESS OTHERWISE INDICATED,ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT DO NOT MULCH. IS SIXTY(60)INCHES MINIMUM..*SEE NOTE 7 ABOVE FOR NC CLEAR WIDTH OF EXTERIOR ^
EXISTING UTILITIES BEFORE DIGGING. CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE ACCESSIBLE ROUTES* 14.ACCESSIBLE PARKING SPACE,ACCESS AISLE STRIPING,AND INTERNATIONAL SYMBOL OFft4.
MINIMUM MINIMUM STANDARDS AND SPECIFICATIONS OF THE NORTH CAROLINA EROSION AND ACCESSIBILITY SHALL BE PAINTED BLUE(OR ANOTHER COLOR THAT CAN BE DISTINGUISHED FROM 0
SEDIMENT CONTROL HANDBOOK.(NO SEPARATE PAYMENT). Maintenance 9.AN ACCESSIBLE ROUTE WITH A CLEAR WIDTH LESS THAN SIXTY(60)INCHES SHALL PROVIDE
PAVEMENT). ii.
DEMOLITION NOTES FERTILIZE VERY SPARINGLY--20 LB/ACRE NITROGEN IN SPRING WITH NO PHOSPHORUS. PASSING SPACES AT INTERVALS OF TWO HUNDRED(200)FEET MAXIMUM. PASSING SPACES SHALL Z
BE EITHER A SIXTY(60)INCH MINIMUM BY SIXTY(60)INCH MINIMUM SPACE;OR AN INTERSECTION OF 7� .--4
CENTIPEDE GRASS CANNOT TOLERATE HIGH PH OR EXCESS FERTILIZER. PASSENGER LOADING ZONE NOTES: I- O
3. THE CONTRACTOR SHALL NOTIFY PLAN APPROVING AUTHORITY ONE WEEK PRIOR TO THE TWO(2)WALKING SURFACES THAT PROVIDE A COMPLIANT T-SHAPED TURNING SPACE,PROVIDED I- CCj
1. CONTRACTOR IS TO WALK THE SITE AND BECOME FAMILIAR WITH THE SCOPE OF DEMOLITION PRECONSTRUCTION CONFERENCE,ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND THE BASE AND ARMS OF THE T-SHAPED SPACE EXTEND FORTY-EIGHT(48)INCHES MINIMUM LU
REQUIRED.ALL DEMOLITION WORK REQUIRED TO CONSTRUCT NEW SITE IMPROVEMENTS WILL BE
DISTURBING ACTIVITY,AND ONE WEEK PRIOR TO FINAL INSPECTION. BEYOND THE INTERSECTION. INCHES PHES WIDEER MINIMUMLOADING ZONESDTWENTY SHALL PROVIDE VEHICULARNGINIMPULL-UP SPACE NINETY-SIX(96) J
PERFORMED BY THE CONTRACTOR AND WILL BE CONSIDERED UNCLASSIFIED EXCAVATION. AND (20)FEET LONG MINIMUM. U
4. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO CLEARING TEMPORARY SEEDING-LATE WINTER/EARLY SPRING 10.DOORS,DOORWAYS AND GATES THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL COMPLY 2.PASSENGER LOADING ZONES SHALL PROVIDE A CLEARLY MARKED ACCESS AISLE THAT IS SIXTY
2. DEMOLITION SHALL INCLUDE BUT IS NOT LIMITED TO THE EXCAVATION,HAULING AND OFFSITE DISPOSAL OF AND/OR LAND DISTURBANCE. THE TEMPORARY CONSTRUCTION ENTRANCE SHOULD BE THE WITH THE AMERICANS WITH DISABILITIES ACT(2010 ADA STANDARDS),THE NORTH CAROLINA
BUILDING CODE/ANSI A117.1,AND APPLICABLE LOCAL LAWS&REGULATIONS.
CONCRETE PADS,CONCRETE DITCHES,FOUNDATIONS,SLABS,STEPS,AND STRUCTURES;ABANDONED FIRST MEASURE INSTALLED. (60)INCHES WIDE MINIMUM AND EXTENDS THE FULL LENGTH OF THE VEHICLE PULL-UP SPACE THEY
SERVE.
UTILITIES,BUILDINGS,PAVEMENTS AND ALL MATERIALS CLEARED AND STRIPPED TO THE EXTENT Seeding Mixture 11.DIRECTIONAL SIGNAGE INDICATING THE ROUTE TO THE NEAREST ACCESSIBLE BUILDING 3.ACCESS AISLE SHALL ADJOIN AN ACCESSIBLE ROUTE AND NOT OVERLAP THE VEHICULAR WAY.
NECESSARY AS DIRECTED BY THE SOILS ENGINEER FOR THE INSTALLATION OF THE NEW IMPROVEMENTS 5. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN AND PERMIT SHALL BE ENTRANCE SHALL BE PROVIDED AT INACCESSIBLE BUILDING ENTRANCES. U
AND WITHIN THE LIMITS OF CLEARING AND GRADING AND AS SHOWN ON THESE PLANS. MAINTAINED ON THE SITE AT ALL TIMES. 4.VEHICLE PULL-UP SPACES AND ACCESS AISLES SERVING THEM SHALL BE LEVEL WITH SURFACEFailma412.WHERE POSSIBLE,DRAINAGE INLETS SHALL NOT BE LOCATED ON AN ACCESSIBLE ROUTE.IN SLOPES NOT EXCEEDING 2.0%IN ALL DIRECTIONS. ACCESS AISLES SHALL BE AT THE SAME LEVEL Z O
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3. THE CONTRACTOR SHALL PROTECT ALL ADJACENT PROPERTY,STRUCTURES AND UTILITIES ON THE 6. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON WINTER AND EARLY SPRING THE EVENT THAT A DRAINAGE INLET MUST BE LOCATED ON AN ACCESSIBLE ROUTE,THE GRATE
SHALL COMPLY WITH THE AMERICANS WITH DISABILITIES ACT(2010 ADA STANDARDS),A117.1,THE AS THE VEHICLE PULL-UP SPACE THEY SERVE. CHANGES IN LEVEL ARE NOT PERMITTED. 0
PROPERTY NOT TO BE DEMOLISHED. DAMAGE TO PROPERTIES OF OTHERS DUE TO THE CONTRACTOR'S THESE PLANS INCLUDING,BUT NOT LIMITED TO OFF-SITE BORROW OR WASTE AREAS, RATE(LB/ACRE) cV
( NC BUILDING CODE,AND APPLICABLE LOCAL LAWS&REGULATIONS Vr
ACTIVITIES SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT NO COST TO OWNER. STAGING OR STORAGE AREAS),THE CONTRACTOR SHALL PREPARE AND SUBMIT A SPECIES 120 5.FLOOR SURFACES OF VEHICLE PULL-UP SPACES AND ACCESS AISLES SERVING THEM SHALL BE N ct 1 Vr
SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND TO THE LOCAL RYE(GRAIN) STABLE,FIRM AND SLIP RESISTANT. ()
4. ELECTRIC,TELEPHONE,SANITARY SEWER,WATER AND STORM SEWER UTILITIES THAT SERVICE OFF-SITE REVIEWING AGENCY FOR APPROVAL.CONTRACTOR SHALL PAY ALL FEES REQUIRED AND 50 RAMP NOTES: SH p t` N
ANNUAL LESPEDEZA(KOBE IN PIEDMONT AND 6.VEHICLE PULL-UP SPACES,ACCESS AISLES SERVING THEM AND A VEHICULAR ROUTE FROM AN Z /'� y„a �
PROPERTIES SHALL BE MAINTAINED DURING THE CONSTRUCTION PROCESS BY THE CONTRACTOR. SHALL INSTALL NECESSARY MEASURES AT NO SEPARATE PAYMENT. THE CONTRACTOR SHALL H ^
COASTAL PLAIN,KOREAN IN MOUNTAINS) ENTRANCE TO THE PASSENGER LOADING ZONE,AND FROM THE PASSENGER LOADING ZONE TO A - 1 O U
PROVIDE THE OWNER AND THE ENGINEER A COPY OF THE AMENDED PERMIT. 1.ANY PART OF AN ACCESSIBLE ROUTE WITH A RUNNING SLOPE GREATER THAN 5%SHALL BE VEHICULAR EXIT SERVING THEM,SHALL PROVIDE A VERTICAL CLEARANCE OF ONE HUNDRED (d U
5. THE CONTRACTOR SHALL PRODUCE A PHOTOGRAPHIC RECORD(DIGITAL)OF DEVELOPMENT COMMENCING CONSIDERED A RAMP. C'' It
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT FOURTEEN(114)INCHES MINIMUM.
WITH A RECORD OF THE SITE AS IT APPEARS BEFORE DEMOLITION HAS BEGUN. AFTERWARDS,A 7, THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION TO EXTEND BEYOND JUNE. 2.THE MAXIMUM RUNNING SLOPE FORA RAMP SHALL BE 8.33%AND THE MAXIMUM CROSS SLOPE N it �--,
PHOTOGRAPHIC RECORD SHALL BE MAINTAINED WEEKLY DURING CONSTRUCTION AND ENDING WITH A CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS ° ACCESSIBLE ENTRANCE NOTES: W O Q
SUMMER SHALL BE 2.0%. ' N
PHOTOGRAPHIC RECORD OF THE DEVELOPMENT AS IT APPEARS AFTER DEMOLITION. THIS RECORD SHALL DETERMINED BY EITHER THE REVIEWING AGENCY OR THE ENGINEER. (NO SEPARATE Z U
BE DELIVERED TO THE OWNER. PAYMENT). RATE(LB/ACRE) 3.THE CLEAR WIDTH OF AN EXTERIOR RAMP RUN SHALL BE FORTY EIGHT INCHES(NC BUILDING 1.ACCESSIBLE ENTRANCES SHALL BE PROVIDED AS REQUIRED BY THE AMERICANS WITH W U o O •
DISABILITIES ACT(2010 ADA STANDARDS)AND THE NORTH CAROLINA BUILDING CODE,AND �--I
SPECIES CODE 1104.1). WHERE HANDRAILS ARE PROVIDED ON THE RAMP RUN,THE CLEAR WIDTH SHALL BE N o
40 APPLICABLE LOCAL LAWS&REGULATIONS. , Z �-+�V (,
6. EXISTING CURB AND GUTTER,LIGHTS,SIDEWALK,AND UTILITIES NOT INTENDED FOR DEMOLITION SHALL BE 8. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL MEASURED BETWEEN THE HANDRAILS. N aJJ
GERMAN MILLET _ � r+ Z
MAINTAINED,PROTECTED AND UNDISTURBED DURING DEMOLITION. TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL 2.ENTRANCE DOORS,DOORWAYS AND GATES SHALL COMPLY WITH THE AMERICANS WITH Pei
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4.THE RISE FOR ANY RAMP RUN SHALL BE THIRTY(30)INCHES MAXIMUM. DISABILITIES ACT(2010
STABILIZATION IS ACHIEVED. ADA STANDARDS)THE NC BUILDING CODE/ANSI AlA117.1 AND SHALL BE ON AN 0
7. ALL EXISTING IMPROVEMENTS INDICATED OR REQUIRED TO BE DEMOLISHED SHALL INCLUDE REMOVAL FALL 5.LANDINGS SHALL BE PROVIDED AT THE TOP AND BOTTOM OF RAMPS. LANDINGS SHALL HAVE A ACCESSIBLE ROUTE. O^
FROM THE PROPERTY AND PROPER DISPOSAL. 9. ALL AREAS DISTURBED BY CONSTRUCTION UNLESS OTHERWISE IMPROVED SHALL BE RATE(LB/ACRE) SLOPE NOT STEEPER THAN 2.0%IN ANY DIRECTION. THE LANDING CLEAR WIDTH SHALL BE AT .<4Z C
SODDED OR SEEDED AS INDICATED AND STABILIZED. SPECIES 120 LEAST AS WIDE AS THE WIDEST RAMP RUN LEADING TO THE LANDING. THE LANDING CLEAR LENGTH
8. CONTRACTOR SHALL COORDINATE RELOCATION OF ALL EXISTING OVERHEAD AND UNDERGROUND SHALL BE SIXTY(60)INCHES LONG MINIMUM. RAMPS THAT CHANGE DIRECTION BETWEEN RUNS AT
UTILITIES INCLUDING CABLE,GAS,TELEPHONE AND ELECTRIC AND ANY OTHER UTILITIES THROUGH THE 10. DURING DEWATERING OPERATIONS,WATER SHALL BE PUMPED INTO AN APPROVED RYE(GRAIN) LANDINGS SHALL HAVE A CLEAR LANDING OF SIXTY(60)INCHES BY SIXTY(60)INCHES MINIMUM.
SITE WITH THE RESPECTIVE COMPANIES. FILTERING DEVICE PRIOR TO DISCHARGE TO RECEIVING OUTLET. 6.RAMP RUNS WITH A RISE GREATER THAN SIX(6)INCHES SHALL HAVE HANDRAILS ON BOTH SIDES
9. PROVIDE SMOOTH SAW CUT OF EXISTING PAVEMENTS,CURBS AND GUTTERS AND SIDEWALKS TO BE 11. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND Seedingdates COMPLYING DE/WITA THE AMERICANS ANDDS PPWILI DISABILITIES LOCALS ACT(&R010 ADA STANDARDS),THE NC
BUILDING CODE/ANSI A117.1, APPLICABLE LAWS REGULATIONS.
DEMOLISHED. AFTER EACH RUNOFF-PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO
MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE COASTAL PLAIN-DEC.1-APR. 15-LATE WINTER AND EARLY SPRING 7.FLOOR SURFACES OF RAMPS AND LANDINGS SHALL BE STABLE,FIRM AND SLIP RESISTANT.
10. ALL DEMOLITION WORK SHALL BE DONE IN STRICT ACCORDANCE WITH LOCAL,STATE AND FEDERAL IMMEDIATELY. APRIL 15-AUG.15-SUMMER �1
REGULATIONS AS WELL AS OSHA REGULATIONS. AUG. 15-DEC.30-FALL 8.EDGE PROTECTION COMPLYING WITH AMERICANS WITH DISABILITIES ACT(2010 ADA STANDARDS),
12. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED BY CONTRACTOR ONCE THE NC BUILDING CODE/ANSI A117.1,AND APPLICABLE LOCAL LAWS&REGULATIONS SHALL BE
11. EXISTING FIRE HYDRANTS ARE TO REMAIN IN SERVICE. STABILIZATION OR A SUFFICIENT GROUND COVER HAS BEEN ESTABLISHED OR AS DIRECTED BY Soil amendments PROVIDED ON EACH SIDE OF RAMP RUNS AND ON EACH SIDE OF RAMP LANDINGS. ►-1
THE ENGINEER. (NO SEPARATE PAYMENT). LOCAL EROSION CONTROL PROGRAM'S FINAL FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND 9.WHERE DOORWAYS ARE LOCATED ADJACENT TO A RAMP LANDING,MANEUVERING CLEARANCES I-I
12. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS,BUT APPROVAL IS REQUIRED PRIOR TO ANY TEMPORARY EROSION CONTROL MEASURES REMOVAL. AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER. REQUIRED BY THE AMERICANS WITH DISABILITIES ACT(2010 ADA STANDARDS),THE NC BUILDING O
THE CONTRACTOR MUST DETERMINE THE EXACT LOCATION AND ELEVATIONS OF THE MAINS BY CODE/ANSI A117.1 SHALL BE PERMITTED TO OVERLAP THE REQUIRED LANDING AREA. WHERE _
DIGGING TEST PITS BY HAND. 13. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE REQUIRED AT ALL CONSTRUCTION DOORS THAT ARE SUBJECT TO LOCKING ARE ADJACENT TO A RAMP LANDING,LANDINGS SHALL BE w
STAGING AREA ENTRANCES AND ALL CONSTRUCTION ACCESS LOCATIONS INTO NON-PAVED Mulch SIZED TO PROVIDE A COMPLIANT TURNING SPACE.
AREA. (NO SEPARATE PAYMENT). APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT,NETTING OR A U
MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A CURB RAMP NOTES: �-1 SITE NOTES : 14. WHEN CROSSING CREEK OR DRAINAGE-WAY,THE DIVISION OF WATER QUALITY SHALL BE MULCH ANCHORING TOOL. Cr)
µ.j 1.THE MAXIMUM RUNNING SLOPE OF A CURB RAMP SHALL BE 8.33%AND THE MAXIMUM CROSS
1. ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER PRIOR TO CONTACTED PRIOR TO DISTURBING A CREEK. THE CONTRACTOR SHALL INSTALL RIP RAP WITH
FABRIC ALONG DISTURBED BANKS AND CHANNEL AND RESTORE SLOPES TO ORIGINAL SLOPE SHALL BE 2.0%. r
START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS, CONTOURS,BUT NOT STEEPER THAN 2:1 MAXIMUM.DISTURBED CREEK AREA SHALL BE Maintenance 2.COUNTER SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY ADJACENT TO v^J
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EASEMENTS AND DIMENSIONS SHOWN HEREON BEFORE BEGINNING CONSTRUCTION. STABILIZED IMMEDIATELY. REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED,REFERTILIZE THE CURB RAMP SHALL NOT BE STEEPER THAN 5%. THE ADJACENT SURFACES AT TRANSITIONS AT 1•�T 0
2. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC SHALL BE PROTECTED FROM AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. CURB RAMPS TO WALKS,GUTTERS AND STREETS SHALL BE AT THE SAME LEVEL. •
INJURY,AND ADJOINING PROPERTY PROTECTED FROM DAMAGE. MAINTENANCE PLAN 3.THE CLEAR WIDTH OF A CURB RAMP SHALL BE 36 INCHES(36)MINIMUM,EXCLUSIVE OF FLARED H Z
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND SIDES,IF PROVIDED.*NOTE NC BUILDING CODE REQUIRES EXTERIOR ACCESSIBLE ROUTES TO BE 48 O Fj-1 II
3. ACCESS TO UTILITIES,FIRE HYDRANTS,STREET LIGHTING,ETC.,SHALL REMAIN UNDISTURBED,UNLESS OPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE INCHES MINIMUM WIDE(1104.1 &1104.2).* U
COORDINATED WITH THE RESPECTIVE UTILITY. EVERY WEEK.ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS I
DESIGNED. 4.LANDINGS SHALL BE PROVIDED AT THE TOP OF CURB RAMPS. THE CLEAR LENGTH OF THE ( �T y
4. DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION. TRAFFIC NOTES: LANDING SHALL BE THIRTY-SIX(36)INCHES MINIMUM. THE CLEAR WIDTH OF THE LANDING SHALL BE Fny�/i 'F/-1
AT LEAST AS WIDE AS THE CURB RAMP,EXCLUDING FLARED SIDES,LEADING TO THE LANDING.
5. THE GENERAL CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE UPON COMPLETION OF THE PROJECT AND 2. ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP DRESSED WITH AN ADDITIONAL 2 1� �I
INCHES OF#4 STONE TO MAINTAIN PROPER DEPTH. ANY SEDIMENT THAT IS TRACKED INTO THE 1. ALL PAVEMENT MARKINGS IN PUBLIC RIGHTS-OF-WAY&FOR DRIVEWAY(S)ARE TO BE THERMOPLASTIC& LANDINGS SHALL HAVE A SLOPE NOT STEEPER THAN 2%IN ANY DIRECTION. p�
AT LEAST ONCE A WEEK DURING CONSTRUCTION. STREET WILL BE IMMEDIATELY REMOVED. MEET CITY AND/OR NCDOT STANDARDS.
5.IF A CURB RAMP IS LOCATED WHERE PEDESTRIANS MUST WALK ACROSS THE RAMP,OR WHERE IT CIS O
6. THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE"CONSTRUCTION LIMITS"BROOM CLEAN AT ALL 3. SEDIMENT FENCE-SEDIMENT WILL BE REMOVED BEHIND THE SEDIMENT FENCE WHEN IT 2. TRAFFIC CONTROL DEVICES(INCLUDING SIGNS AND PAVEMENT MARKINGS)IN AREAS OPEN TO IS NOT PROTECTED BY HANDRAILS OR GUARDRAILS,IT SHALL HAVE FLARED SIDES.
TIMES. PUBLIC TRAFFIC ARE TO MEET MUTCD(MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES) ° r , O n/
BECOMES 0.5 FEET DEEP AT THE FENCE.THE SEDIMENT FENCE WILL BE BE REPAIRED AS 6.WHERE PROVIDED,CURB RAMP FLARES SHALL NOT EXCEED 10/°. �...J
NECESSARY TO MAINTAIN A BARRIER.SILT FENCE STAKES WILL BE SPACED 6 FEET APART UNLESS STANDARDS. '-`
7. ALL UTILITIES TO SERVICE PROPOSED STRUCTURE SHALL BE UNDERGROUND ON SITE. A WIRE BACKING IS USED WITH 8 FOOT STAKE SPACING. 7.CURB RAMPS AND THE FLARED SIDES OF CURB RAMPS SHALL BE LOCATED SO THAT THEY DO w
3. ALL TRAFFIC CONTROL SIGNS AND MARKINGS NOT WITHIN THE PUBLIC RIGHT-OF-WAY ARE TO BE NOT PROJECT INTO VEHICULAR TRAFFIC LANES,PARKING SPACES OR PARKING ACCESS AISLES. O F^
8. ALL STREET SURFACES,DRIVEWAYS,CULVERTS,CURB AND GUTTERS,ROADSIDE DRAINAGE DITCHES AND OTHER 4. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY,AND MULCHED ACCORDING MAINTAINED BY THE PROPERTY OWNER. CURBS AT MARKED CROSSINGS SHALL BE WHOLLY CONTAINED WITHIN THE MARKINGS,EXCLUDING Fi
STRUCTURES THAT ARE DISTURBED OR DAMAGED IN ANY MANNER AS A RESULT OF CONSTRUCTION SHALL BE ANY FLARED SIDES. w
REPLACED OR REPAIRED IN ACCORDANCE WITH THE SPECIFICATIONS. TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE 4. ALL PARKING STALL MARKINGS AND LANE ARROWS WITHIN THE PARKING AREAS SHALL BE WHITE. ( h O T
COVER. 8.CURB RAMPS SHALL BE LOCATED OR PROTECTED TO PREVENT THEIR OBSTRUCTION BY PARKED V
9. CONTRACTOR SHALL MAINTAIN AN"AS-BUILT"SET OF DRAWINGS TO RECORD THE EXACT LOCATION OF ALL PIPING 5. ANY BROKEN OR MISSING SIDEWALK PANELS AND/OR CURBING SHALL BE REPLACED. VEHICLES. F--4 P-(
PRIOR TO CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE OWNER UPON COMPLETION OF THE PROJECT WITH A 5. INLET PROTECTION-INSPECT INLET PROTECTION AT LEAST ONCE A WEEK AND AFTER EACH
i 9.IT IS RECOMMENDED TO PROVIDE CURB RAMPS WITH A TWENTY-FOUR(24)INCH DEEP
COPY OF THE TRANSMITTAL LETTER TO THE ENGINEER. SIGNIFICANT(2 INCH OR GREATER)RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE 8. TACTILE WARNING MATS TO BE INSTALLED AT ALL WHEELCHAIR RAMPS. W m m m
DETECTABLE WARNING COMPLYING WITH 406.12 A117.1,EXTENDING THE FULL WIDTH OF THE RAMP. N -�
SEDIMENT AND RESTORE THE SEDIMENT STORAGE AREA TO ITS ORIGINAL DIMENSIONS WHEN REFER TO DETECTABLE WARNING DETAILS AND NOTES FOR PLACEMENT,ORIENTATION AND NOTES. o Q -'
10. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE CONTRACTOR,DETAILS THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE THE THE NC BUILDING CODE DOES NOT CURRENTLY REQUIRE DETECTABLE WARNINGS AT CURB RAMPS �` co.
OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE GIVEN TO THE OWNER FOR REVIEW,NO DEPARTURES SEDIMENT THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA AND REPLACE THE
NOR DO THE 2010 ADA STANDARDS-HOWEVER US DOT ADA REGULATIONS DO REQUIRE THESE. -
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FROM THE CONTRACT DOCUMENT SHALL BE MADE WITHOUT THE PERMISSION OF THE OWNER,THE CITY OF SURF CONTAMINATED PART OF THE GRAVEL FACING. Z
CITY,OR PENDER COUNTY RESPECTIVELY. 10.FLOOR SURFACES OF CURB RAMPS SHALL BE DEEP GROOVED,%INCH WIDE BY Y.INCH DEEP,
Q
6. SEDIMENT BASIN/SEDIMENT TRAPS-REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ONE(1)INCH CENTERS TRANSVERSE TO THE RAMP.
11. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES.THE LOCATION OF ALL ORIGINAL DIMENSIONS WHEN IT ACCUMULATES TO WITHIN ONE HALF OF THE DESIGN DEPTH. THE II- I- i= r 0
Z'
EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON PLANS AND WHERE SHOWN ARE ONLY APPROXIMATE. THE ROCK WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS OR WHEN 11.WHERE PROVIDED,STOP LINES SHALL BE LOCATED IN ADVANCE OF CURB RAMP. Q D z u_
CONTRACTOR SHALL ON HIS INITIATIVE AND AT NO EXTRA COST HAVE LOCATED ALL UNDERGROUND LINES AND THE ROCK IS DISLODGED. BAFFLES WILL BE REPAIRED OR REPLACED PROMPTLY IF THEY
STRUCTURES AS NECESSARY. NO CLAIMS FOR DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO THE COLLAPSE,TEAR,DECOMPOSE OR BECOME INEFFECTIVE. SEDIMENT WILL BE REMOVED FROM 12.WHERE PROVIDED,PEDESTRIAN ACTIVATED SIGNALS SHALL BE LOCATED ADJACENT TO THE } > U Z
CONTRACTOR FROM THE PRESENCE OF SUCH PIPE OTHER OBSTRUCTIONS OR FROM DELAY DUE TO REMOVAL OR BAFFLES WHEN DEPOSITS REACH HALF THE HEIGHT OF THE 1ST BAFFLE. FLOATING SKIMMERS SIDEWALK AND NOT ON THE SIDEWALK. I-- < >- z o 0
REARRANGEMENT OF THE SAME.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO UNDERGROUND WILL BE INSPECTED WEEKLY AND WILL BE KEPT CLEAN. PLACE SEDIMENT IN AN AREA WITH 13.WHERE PROVIDED,DRAINAGE INLETS SHALL BE LOCATED UPSTREAM OF CURB RAMPS AND NOT W a ? w W w ,.
STRUCTURES. CONTACT"NORTH CAROLINA 811"CALL 811 AT LEAST 48 HOURS PRIOR TO CONSTRUCTION.THE ����
SEDIMENT CONTROLS. CHECK THE EMBANKMENT,SPILLWAYS,AND OUTLET FOR EROSION IN THE RAMP AREA. w w z z Y
CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL NON-SUBSCRIBING UTILITIES. O z w Q OK F ¢�n w
DAMAGE, PIPING,AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL cK
12. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS,CERTIFICATIONS,EQUIPMENT,ETC.,THAT MAY BE TRASH AND OTHER DEBRIS FROM THE RISER AND POOL AREA. 14.CURB RAMP TYPE AND LOCATION ARE PER PLAN. �r +ryn
REQUIRED.
7. SKIMMER-INSPECT SKIMMER AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL TO MAKE SURE
13. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THAT THE INTAKE MECHANISM,ORIFICE,OR DISCHARGE PIPE IS NOT CLOGGED WITH TRASH OR SEAL \\\\\I I I I I I///
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SEDIMENT. IF THE BASIN IS DRY,MAKE SURE THAT ANY VEGETATION GROWING ON THE BOTTOM BY: \ .S N°°° °;
THE PROJECT AS SET FORTH IN THESE PLANS. / > •IS NOT HOLDING THE SKIMMER DOWN. TAKE SPECIAL PRECAUTION IN WINTER TO PREVENT THE O °
14. ALL PARKING LOT DIMENSIONS ARE FROM FACE OF CURB UNLESS NOTED OTHERWISE. SKIMMER FROM PLUGGING WITH ICE. r •a ,.,;\
- SEAL
15. LANDSCAPE PLANTINGS AT ENTRANCE/EXITS WILL BE INSTALLED AND MAINTAINED SO AS NOT TO INTERFERE WITH 8. OUTLET PROTECTION-INSPECT RIP RAP OUTLET STRUCTURES WEEKLY AND AFTER SIGNIFICANT NPDES WATER QUALITY STABILIZATION TIME FRAMES _ 1,2 8 8 52
SIGHT DISTANCE NEEDS OF DRIVERS IN THE PARKING AREA AND AT ENTRANCE/EXIT LOCATIONS PER LOCAL 0 INCH OR GREATER)RAINFALL EVENTS TO SEE IF ANY EROSION AROUND OR BELOW THE RIP RAP
STANDARDS. HAS TAKEN PLACE,OR IF STONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS �"F`°°°4GINE`��°°���\
REPAIRS TO PREVENT FURTHER DAMAGE.
16. SEEDING TO BE INSTALLED TO LOCAL REQUIREMENTS&STANDARD PRACTICES. PERIMETER DIKES,SWALES,DITCHES AND SLOPES 7 DAYS NONE ///0 illY R . ��P\
///IIIIII\\\\\\
9. EMERGENCY SPILLWAY/FOREBAY PROTECTION-AFTER EVERY HIGH-WATER EVENT INSPECT HIGH QUALITY WATER(HQW)ZONES 7 DAYS NONE
17. ALL DIMENSIONS AND RADII ARE TO OUTSIDE FACE OF BUILDING OR TO FACE OF CURB UNLESS OTHERWISE NOTED. THE INTEGRITY OF THE LINED SPILLWAY AND THE ADJACENT EARTHENED BANKS. IMMEDIATELY OS/09/2021
MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE. REPAIR ANY VOIDS IN THE RIP RAP SLOPES STEEPER THAN 3:1 7 DAYS IF SLOPES ARE 10'OR LESS IN LENGTH AND ARE
LINED APRONS,RE-ESTABLISH ANY LOOSE STONES,AND FIX GAPS IN THE ADJACENT VEGETATIVE NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED
COVER.
SLOPES 3:1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50'IN LENGTH _
10. TEMPORARY SEDIMENT FENCE OUTLET-INSPECT SEDIMENT CONTROL FENCE ON A REGULAR 1 • 0
BASIS AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. REMOVE AND ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 14 DAYS NONE,EXCEPT FOR PERIMETERS AND HOW ZONES
REPLACE CLOGGED SEDIMENT STONE. INSTALL ADDITIONAL POSTS OR WIRE IF FENCE IS
SAGGING.
PEI JOB#: 20364.PE

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OWNER HUDSON BISHOP CREEK PROPERTY, LLC RETAIL/CLUB 3,500 SF X 1 SPACE/400 SF =9 SPACES i �..�
160 MINE LAKE COURT, SUITE 200 APARTMENTS 48 1-BDRM UNITS X 1.5 SPACES/UNIT= 72 SPACES PROPOSED ASPHALT ROADWAY PROPOSED TRELLIS (TYE.) \ j °° ° Z
RALEIGH, NC 27615 84 2-BDRM UNITS X 2.0 SPACES/UNIT= 168 SPACES LOT COVERAGE (ROOFED AREA) MEETING TOWN STANDARDS TO (SEE ARCH. PLANS FOR \ g g ..
12 3+-BDRM UNITS X 2.25 SPACES/UNIT=27 SPACES PROPOSED: APARTMENT BLDGS = 63,268 SF BE EXTENDED AS PART OF THIS DETAILS) \ /\ / ~ a °
TOTAL SITE ACREAGE: ± 19.99 ACRES TOTAL SPACES REQUIRED 276 CLUBHOUSE = 6,362 SF PROJECT. SEE"PUBLIC ROAD i � ���� w W o n z z w
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�'wPROPERTY PINS: 4235-36-0231-0000,4235-35-4806-0000, PARKING PROVIDED OTHER = 264 SF - / 0pa Zwg ¢ w xIl UaLL � 000U
4235-35-4606-0000 REGULAR OFF STREET 249 SPACES TOTAL =81,860 SF (10.64%)
GARAGES 28 SPACES ALLOWED: 40% SEAL '
EXISTING ZONING: MFC (MULTI-FAMILY CLUSTER) TOTAL SPACES PROVIDED = 277 FIRE LANE NOTES: BY;�.,,,��---'""�"I \ ���I�������
PROPOSED ZONING: MFC (MULTI-FAMILY CLUSTER) OPEN SPACE 1. ALL DRIVE AISLES AROUND GARAGE BUILDINGS SHALL BE , .. 0 �/ /��.!
ACCESSIBLE PARKING PROVIDED: 7.05 ACRES (38.3%) DESIGNATED FIRE LANES AND SHALL BE KEPT FREE FROM I HEREBY CERTIFY THAT I HAVE REVIEWED THE PLAN AND THE PLAN MEETS OR •t '`'.
OBSTRUCTION. ������iiiiii"''''
EXISTING USE: VACANT REQUIRED (1 PER 25): 12 REQUIRED: 30% EXCEEDS THE REGULATIONS AND ORDINANCES OF THE TOWN OF SURF CITY = SEAL
PROPOSED USE: MULTI-FAMILY PROVIDED: 14 SPACES 2. NOTIFICATION SIGNS SHALL BE ATTACHED TO THE FACES OF EACH �.. i _ SEAL
GARAGE: 3 SPACES GARAGE BUILDING. PROVIDE A MINIMUM OF THREE (3)SIGNS PER
SIDE, WITH ONE ON EACH END AND ONE IN THE MIDDLE. FN E�� k-
DENSITY TOTAL: 17 SPACES '% R�°°°° GIN °
PROPOSED: 144 APARTMENT UNITS (7.20 UNITS/ACRE) 3. NOTIFICATION SIGNS SHALL BE 12" WIDE X 18" HIGH AND SHALL READ PUBLIC WORKS DIRECTOR BUILDING INSPECTOR n /'% FMY R R.
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ALLOWED: 10 UNITS/ACRE APARTMENTS: "NO PARKING FIRE LANE". SIGNS SHALL MEET ALL APPLICABLE CODES F---� /' iiiiiiili.�\�``\
FRONT SETBACK: 25'ALLOWED, 25' PROVIDED MIN. AND SHALL BE INSTALLED TO THE SATISFACTION OF THE TOWN OF 05/16/2022
SIDE SETBACK: 10'ALLOWED, 10' PROVIDED MIN. SURF CITY FIRE MARSHAL.
REAR SETBACK: 20'ALLOWED, 20' PROVIDED MIN. 4. IF SIGNS DO NOT PREVENT PARKING IN THE DESIGNATED FIRE LANE, FIRE MARSHAL POLICE CHIEF
SPACE BETWEEN BUILDINGS: 10'ALLOWED, 45' PROVIDED MIN. GRAPHIC SCALE THE FIRE MARSHAL MAY REQUIRE PROPERTY OWNERS/MANAGERS TO CMIME.
MAX: 45'-0" (ALLOWED 48'-0") 20
0 25 50 100 150 IMPLEMENT ADDITIONAL MEASURES, INCLUDING PAINTED MARKINGS Z •
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SCALE: 1"=50' TOWN PLANNER
PEI JOB#: 20364.PE

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Node Node (In) Invert Invert (ft) Slope(°%) Rim Elev Rim Elev Material N Node Node (In) Invert Invert (ft) Slope(%) Rim Elev Rim Elev Material / //
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- RCP III DI-134 MH-130 15 21.24 20.69 109 0.50 26.25 27.62 RCP III
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DI-103 MH-101 18 19.93 19.81 41 _ 0.30 25.00 25.42 RCP III \ DI-136 DI-135 24 21.49 21.04 149 0.30 26.50 26.50 RCP III NOTES: 0 25 50 100 150
CB-104 61-103 15 21.50 21.01 98 0.50 25.00 25.00 RCP III DI-137 DI-136 _ 24 21.69 21.49 68 0.30 26.50 26.50 RCP III ' �� N V) rt re cc
l 1.) SEE GENERAL NOTES SHEET(C-1.0)FOR GRADING, DRAINAGE AND EROSION CONTROL NOTES AND DETAILS FOR �o., 1, -3 -3-3
MH-105 DI-103 12 20.13 19.93 40 0.50 25.75 25.00 RCP III- _M_H-138A DI-137 12 21.92 21.69 45 0.50 27.97 26.50 RCP III SCALE: 1"=50'
___________ _____-. _ i MORE INFORMATION. Z o
DI-106 MH-101 60 16.45 16.32 44 0.30 25.00_ 25.42 RCP III___ YD-138B MH-138A 12 24.00 23.76 48 0.50 27.00 27.97 RCP III Q
MH-107 DI-106 60 16.95 16.45 166 0.30 25.60 25.00 RCP III MH-139 DI-135 36 21.18 21.04 47 0.30 27.48 26.50 RCP III ,_- - 2.) ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF SURF CITY STANDARDS AND SPECIFICATIONS. DRAINAGE NOTES: I=
MH-108 M H 107 12 21.11 I 20.94 33 0.50 26.00 25.60 RCP I11 DI 140 MH 139 36 21.57 21.18 131 0.30 26.90 Z7.48 RCP I11
_ 3.) GEOTECHNICAL TESTING SHALL BE PERFORMED ON-SITE. A GEOTECHNICAL ENGINEER SHALL BE CONSULTED TO
... -- _.
DI-109 MH-107 60 17.17 16.95 74 0.30 - 25.00 25.60 RCP 111�- DI-141 DI-140_ 24 21.78 21.57 68 0.30 26.90 26.90 RCP III CONFIRM SUITABILITY OF SUBGRADE MATERIAL AND PROPER COMPACTION IN FILL AREAS. _ . Ct
1.) DRAINAGE EASEMENT AND STORMWATER SYSTEM MAINTENANCE IS THE RESPONSIBILITY OF THE DEVELOPER OR
DI-110 DI-109 15 21.18 - 20.91 54 0.50 25.00 25.00 RCP III - MH 142 DI 141 12 22.02 21.78 48 0.50 28.37 26.90 RCP III HOA, INCLUDING PONDS,PIPES,AND INFILTRATION BASINS AND TRENCHES. Q p p
DI-111 DI-110 12 21.53 21.18 70 0.50 25.00'� 25.00 RCP III MH 143 DI 140 -
30 21.74 21.57 56 0.30 27.30 26.90 RCP III CO 8 Z
. _ --- ------- -- 2.) ALL IMPERVIOUS AREA MUST DRAIN TO THE DESIGNED STORMWATER SYSTEM,PER THE APPROVED PLANS. -t>- 2
MH 112 DI 109 60 17.33- 17.17 52 0.30 25 60 z5 00 RCP 111 MH-144 MH-143 30 21.96 21.74 74 0.30 28.14 27.30 RCP III ASPHALT AREA NOTE. v .t� _mg° Z
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DI 113 MH 112 15 21 30 21.07 47 0.50 25.15 __25 b0 RCP III DI 145 MH 144 12 _ 22.40 21.96 88 0.50 27.00 28.14 RCP III W z mg
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_ 3.) NO OBSTRUCTIONS ARE ALLOWED IN DRAINAGE EASEMENTS,INCLUDING FENCES. a w W W .• w
CB 114 _DI 113 15 21.85_ 21.30 109 0.50 25.15 25.15 RCP III DI-146 MH-139 18 23.22 22.68 178 - 0.30 26.75 27.48 RCP III 1.) SITE CONTRACTOR SHALL STRIP TOPSOIL AND ANY UNSUITALBE MATERIAL AND PROVIDE CUT/FILL Q o w(9z 0
4.) ALL STORM DRAINAGE STRUCTURES SHALL MEET NCDOT STANDARDS AND SPECIFICATIONS AND SHALL BE di J U
DI 115 MH 112 60 17.56 17.33 78 0.30 25.00 25.60 RCP III DI 147 DI 146 15 23.37 23.22 52 _0.30 2b.50 26.75 RCP III OPERATIONS TO PROVIDE A COMPACTED CONTROLLED SUBGRADE, IN ACCORDANCE WITH THE Sz z w ¢v w =
DI-116 DI-115 48 18.75 18.56 61 0.30 25.00 25.00 - RCP III �'- - ___ SUBSURFACE GEOTECHNICAL EXPLORATION AND TECHNICAL SPECIFICATIONS. TRAFFIC RATED FOR H-20 LOADS AT A MINIMUM. d v a o rn o v
MH 117 DI-1164f1�19.21- 18.35 159 0.29� 26.17 25.00 RCP I11 d1 148 DI 146 15 23.62 23 22 133 0.30 27A0 26.75 RCP III
MH 149 DI 115 I 18 20.28 20 05 74 0.3D 25.50 25.00 RCP III 5.) ALL CATCH BASIN(CB)RIM ELEVATIONS AND YARD INLET(YI)THROAT ELEVATIONS ARE LISTED AS THE"GUTTER SEAL �\\1\11 11111//
DI-118 MH-117 18 20.94 20.75 62 0.31 25.10 26.17 RCP III -M BUILDING PAD NOTE. OF FLOWLINE ELEVATION"WITHIN THE CURB SECTION. THE CONTRACTOR SHALL MAINTAIN A UNIFORM EDGE OF \' C 'i
DI 150 MH 149 15 20.41 20.28 44 0.30 25.00 25.50 RCP III PAVEMENT(EOP)WHEN PLACING THE STORM INLETS WITHIN THE CURB-LINE(SEE"CURB TRANSITION"DETAIL �� i� 'I 1,��'
DI-119 -- DI-118 15 21.17 20.94 46 0.50 25.00 25.10 RCP III ) ..�
DI-151 MH-149 18 20.73 20.28 150 0.30 25.00 25.50 RCP III 1.) SITE CONTRACTOR SHALL STRIP TOPSOIL AND ANY UNSUITABLE MATERIAL AND PROVIDE CUT/FILL FOR CATCH BASINS WITHIN A TRANSITION FROM 24"STANDARD CURB&GUTTER,THE RIM ELEVATION GIVEN IS 1 __ pi`,o'' '0, aV
DI 120 DI-119 12 21.50 21.17 67 v 0.50 25.00 25.007 RCP III DI-152 DI-151 15 20.81 -20.73 29 0.30 25.00 25.00 RCP III OPERATIONS TO PROVIDE A COMPACTED CONTROLLED BUILDING PAD, IN ACCORDANCE WITH THE INCH BELOW EOP. 9‹°°
DI 121 MH 117 15 22.48 22.21 54 0.51 25.00 2b.17 RCP III SUBSURFACE GEOTECHNICAL EXPLORATION AND TECHNICAL SPECIFICATIONS. _ SEAL
MH 201 FES-200 36 21.16 20.75 273 0.15 26.00 RCP III
DI 122 MH-117 48 19.59 19.21 125 0.30 25.30 26.17 RCP III
- - -I---_ 6.) MANHOLE RIM ELEVATION SHOWN ABOVE IS FLUSH WITH PROPOSED GRADE. CONTRACTOR SHALL PROVIDE 6 _ 12 8 8 5 2
- MH-202 MH-201 36 22.12 21.16 643 0.15 29.10 26.00 RCP III __ CLEARANCE ABOVE PROPOSED GRADE WHEN PLACED IN A GRASS/PERVIOUS AREA;AND A FLUSH CONDITION WITH -
DI-123 DI-122 15 _ 22.39 22.09 61 0.50 26.00 25.30 RCP III NOTATION: „ kN, ��`°°`
-- MH-203 MH-202 36 22.39 22.12 180 0.15 30.50 29.10 RCP III PROPOSED PAVEMENT OR IMPERVIOUS COVER. % �` °°°,° GINS °
DI-124 DI-123 15 22.52 22.39 25 0.50 25.50 26.00 RCP III
' -- DI 204 MH 203 36 22.57 22.39 119 0.15 29.50 30.50 RCP III i�F °y R �P\\\
MH-125 DI 122 48 19.97 - 19.59 _127 0.30 26.64 25.30 RCP III_ -" - CB = CATCH BASIN TC=TOP OF CURB ELEVATION 7.) PROPOSED BUILDINGS SHALL DIVERT ROOF DRAINAGE TO STORMWATER COLLECTION SYSTEM. �ii
__ - DI 205 DI-204 36 22.68 22.57 71 0.15 28.50 29.50 RCP III �llll lll����
DI 126 MH 125 18 21.67 21.47 66 0.30� 25.98 26.64 RCP III- _ -- ----------__ DI = DROP INLET BC=BOTTOM OF CURB(GUTTER)ELEVATION 08/09J2022
MH 127 DI 126 12 21.87 21.6740 0.50 - 27.50 25.98 RCP 111 DI-206 DI-205 _36 22.78 22.68 70 0.15 27.50 28.50 RCP III MH = STORM MANHOLE PG=PROPOSED GRADE 8.) CONTRACTOR SHALL ADJUST ALL FRAMES OF EX.UTILITY INFRASTRUCTURE WITHIN ASPHALT OVERLAY AREAS TO
DI-207 DI-206 36 22.89 22.78 69 0.15 27.10 27.50 RCP III YD = YARD DRAIN HP=HIGH POINT ELEVATION MATCH PROPOSED GRADES.
42 20.19 19.97 73 0.30 26.30
26.64 RCP 111 .....-_ _
DI 128 MH 125 RD* = ROOF DRAIN CONNECTION* LP=LOW POINT ELEVATION
DI-129 DI-128 42 20.47 20.19 93 0.30 26.4 26.30 3 . 0
RCP III MH 20$ DI 207 36 23.01 22 89 80 0.1 27.25 27 10 RCP III = 9.) THE CONTRACTOR SHALL USE EITHER RCP(CL.III UNLESS OTHERWISE NOTED)OR HDPE PIPE FOR THE STORM
_ SWSIDEWALK ELEVATION
MH 130 DI 129 42 20.69 20.47 74 0.30 27.62 26.45 RCP III DI-209 MH-208 24 23.13 23.01 84 0.15 26.50 27.25 RCP III DRAINAGE SYSTEM. IF THE CONTRACTOR CHOOSES TO USE HDPE PIPE, IT SHALL BE ADS N-12 WT STORM PIPE OR -
r _ DI 210 D1-209 24 23.40 23.13 175 0.15 27.40 26.50 RCP III *PROVIDE IN-LINE CLEANOUT AND CONNECTION TO DOWNSPOUT-SEE ARCHITECTURAL&PLUMBING PLANS FOR APPROVED EQUAL AND SHALL BE INSTALLED TO MANUFACTURER SPECIFICATIONS. IN ADDITION,THE C-
DI-131 MH-130 15 22.34 22.19 30 0.50 26.25 27.62 RCP III - - CONTRACTOR SHALL BE SURE TO PROVIDE CONCRETE COLLARS AROUND EACH F.E.S.TO PREVENT FLOTATION IF
1 _ RCP III MH-211 DI-210 24 23.44 23.40 27 0.15 27.00 27.40 RCP III DOWNSPOUT CONNECTIONS.
DI-132 DI-131 12 22.93 22.34 116 0.50 26.00 26.25 HDPE PIPE IS CHOSEN.
DI-133 DI-132 12 23.26 - 22.93 66 0.50 26.00 26.00 i RCP III
PEI JOB#: 20364.PE
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1. METAL POST AND ALL HARDWARE SHALL BE GALVANIZED STEEL,ASTM A307-90. V Q
SEE STANDARD DETAIL STD-201 AND TECHNICAL 2. POST HOLES SHALL BE FILLED WITH GRANULAR BACKFILL IN 3-INCH TO 4-INCH LIFTS. C)--i* U N-
NOTE:5.04 HDPE CONNECTIONS TO MANHOLES AND STRUCTURES THOROUGHLY HAND TAMP EACH LIFT AND CROWN BACKFILL AT TOP TO SHED WATER. O N
FOR INSTALLATION RECOMMENDATIONS, 3. CONCRETE FOR FOOTING SHALL BE PORTLAND CEMENT AND HAVE A MINIMUM z (,,,)
COMPRESSIVE STRENGTH OF 3000 PSI. -
1 UPDATED DRAWING TJR 02/20/07 CKS NOTE:ALL DIMENSIONS ' O
SI 2007 ADS,INC. REV. DESCRIPTION BY MM/DO/YY CHK•D• ARE±1/2 FOOT. 4. SIGNS SHALL BE CONSTRUCTED OF ALUMINUM, TYPE 6061-T6 AND IN CONFORMANCE , „ VARIES , „ Q 4�
ADVANCED DRAINAGE SYSTEMS,INC.CADS")HAS PREPARED THIS DETAIL BASED ON INFORMATION PROVIDED TO ADS.THIS DRAWING IS °""""" BRV WITH ASTM STD B-209.THICKNESS SHALL BE 0.80 INCHES. -~ 6 -0 -- FLUSH W/ '- 6 -� 2 .�
INTENDED TO DEPICTA ADSHE
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EG SOIL-TIGHT STRUCTURE ""11` A 4640TRUEMAN BLVD . 5. TOP EDGE TREATMENT FILM SHALL BE 3 WIDE, CLEAR AND TRANSPARENT WITH A b,0
PROJECT,NOR HAS ADS INDEPENDENTLY VERIFIED THE INFORMATION SUPPLIED.THE INSTALLATION DETAILS PROVIDED HEREIN ARE GENERAL 9/15/OS " ASPHALT � �
RECOMMENDATIONS AND ARE NOT SPECIFIC FOR THIS PROJECT.THE DESIGN ENGINEER SHALL REVIEW THESE DETAILS PRIOR TO ., HILLIARD,OHIO 43026
CONSTRUCTION.IT IS THE DESIGN ENGINEERS RESPONSIBILITY TO ENSURE THE DETAILS PROVIDED HEREIN MEETS OR EXCEEDS THE CONNECTION TYPE 1 DETAIL II I I11 NTS SUB-RESISTANT PRESSURE SENSITIVE NON-YELLOWING ADHESIVE, ASPHALT
GROOVED CONTRACTION z '"�
APPLICABLE NATIONAL,STATE,OR LOCAL REQUIREMENTS AND TO ENSURE THAT THE DETAILS PROVIDED HEREIN ARE ACCEPTABLE FOR THIS DRAWING NUMBER: STD-202A ADVANCED DRAINAGE SYSTEM INC 1 OF 1
CU
PROJECT. "-- TRANSPARENT FILE#639 OR APPROVED EQUAL. JOINT 5'-0" F- cd CD
6. REFLECTIVE FACING MATERIAL SHALL BE SCOTCHLITE HIGH INTENSITY, MANUFACTURED d a ° w
BY 3M COMPANY OR APPROVED EQUAL. PLAN VIEW °' ° q4a, °' .. ° 0
7. SIGN LETTERING SHALL BE NPS MODIFIED CLARENDON TYPEFACE. UPPERCASE LETTERS ' ' SLOPE . . SLOPE°a . a ° , '
SHALL BE 3.75" HEIGHT AND LOWERCASE LETTERS SHALL BE 2.5"HEIGHT WITH 3.75" SIDEWALK DETAIL 7°
d �L �
SPACING BETWEEN LINES. NOT TO SCALE .4 ' c d d' ° •d ° ° ° °
8. CORNER RADIUS OF SIGNS SHALL BE 2.5" a',.. , ' d
ARROWS SHALL BE 5.625" LONG BY 3.75" HIGH. a • ' , ' ° , , 0
9. MOUNT ON BUILDING OR METAL POST AS DIRECTED. Eni..4 Z c
ZRECOMMENDED MINIMUM TRENCH WIDTHS HANDICAP SIGN DETAIL HANDICAP RAMP v m 7
,i�i i i i i i i PIPE DIAM. MIN.TRENCH WIDTH NOT TO SCALE TURN DOWN SIDEWALK O ^ "� t` N
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\\\\\\\\\\\\\\\\\\\\\\\\ \ . 0.5A SURFACE NOT TO SCALE
MIN.COVER TO \\�\\ \\� \�\ O
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\ y\ \ \ MIN.COVER TO �E t}
RIGID PAVEMENT,H /\ /A ' i`��i/ 8" 26" ��� ^ �"" 6'
\�\ ,\�, ir�\\�\\ FLEXIBLE PAVEMENT,H ,• .......'., g„ NCDOT CRUSHED STONE AGGREGATE W r�� o O
••• ..•,� BASE COURSE 100/o ASTM D698 Z
10" 28" 0a. yy
s" " �l - , �•' � � � /� i SIDEWALK . N O o
410 // �� COMPACTED SUBGRADE * � .',:. '' ; .. < z NFU
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16r INITIAL BACKFILL 18" 39" t, /\ \ '
SPRINGLINE + 12" DEPTH : ' \\i\ \�\%�\�\\\ \%\/�\
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12:1 MAX. 4 0
a 24" as THIS SECTION TO BE USED FOR IMPROVMENTS / PAVEMENT CURB o
` HAUNCH 30" 56" TO CHARLIE MEDLN DRIVE & CARETTA DRIVE z
�~• 36" 64" SECTION A-A W
4"FOR12"-24"PIPE // - - - 1-1
%BEDDING 42" 72" PUBLIC ROAD PAVEMENT SECTION
6"FOR 30"-60"PIPE SUITABLE NOT TO SCALE
MIN.TRENCH WIDTH FOUNDATION 48" 80"
NOTES: (SEE TABLE) A
54" 88"
1. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321,"STANDARD PRACTICE 10:1
60" 96"
FOR
UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW MINIMUM RECOMMENDED COVER BASED ON
APPLICATIONS",LATEST ADDITION VECHICLE LOADING CONDITIONS
2. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL SURFACE LIVE LOADING CONDITION BASE DIAMETER TO . 5' 6' 4
MATERIAL,WHEN REQUIRED. HEAVY CONSTRUCTION VARIABLE BE 0.90"R- 1.40"R �� �� )-
PIPE DIAM. H-25 (75T AXLE LOAD)*
3. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE,THE CONTRACTOR SHALL EXCAVATE -48" 12" 48" `
12" O
TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY , 15'
THE ENGINEER.AS AN ALTERNATIVE AND AT THE DISCRETION OF THE DESIGN ENGINEER,THE 54"-60" 24" 60" ©I O O O O (ill
`
TRENCH BOTTOM MAY BE STABILIZED USING A GEOTEXTILE MATERIAL. �-v/
*VEHICLES IN EXCESS OF 75T MAY REQUIRE ADDITIONAL COVER
4. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I,II OR III.THE CONTRACTOR SHALL PROVIDE MINIMUM RECOMMENDED COVER BASED . 010
DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER.UNLESS OTHERWISE NOTED BY THE ON RAILWAY LOADING CONDITIONS O O OC/D
ENGINEER,MINIMUM BEDDING THICKNESS SHALL BE 4"(100mm)FOR 4"-24"(100mm-600mm);6"(150mm) COOPER O O
FOR 30"-60"(750mm-900mm). PIPE DIAM.
E-80** N W I ,�/
5. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I,II OR III IN THE PIPE ZONE EXTENDING UP TO 24" 24"
NOT LESS THAN 6"ABOVE CROWN OF PIPE.THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR 30"-36" 36" IQ) CI O O O Clap -TOP DIAMETER TO BE NO
MATERIAL SPECIFICATION TO ENGINEER.MATERIAL SHALL BE INSTALLED AS REQUIRED IN ASTM FLARED WHEELCHAIR RAMP O
D2321,LATEST EDITION. 42"-60" 48" LESS THAN 50% TO NO Z
** COVER IS MEASURED FROM TOP OF PIPE TO BOTTOM O O O O O O MORE THAN 60% OF THE (DROP CURB) �.(
6.MINIMUM COVER:MINIMUM COVER,H,IN NON-TRAFFIC APPLICATIONS(GRASS OR LANDSCAPE OF RAILWAY TIE. BASE DIAMETER r24 �".1
AREAS)IS 12"FROM THE TOP OF PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BE REQUIRED ***E-80 COVER REQUIREMENTS,ARE ONLY APPLICABLE NOT TO SCALE \J
TO PREVENT FLOATION. FOR TRAFFIC APPLICATIONS,MINIMUM COVER,H, IS 12"UP TO 48"DIAMETER
PIPE AND 24"OF COVER FOR 54"-60"DIAMETER PIPE,MEASURED FROM TOP OF PIPE TO BOTTOM OF TO ASTM F 2306 PIPE. b F-�1
FLEXIBLE PAVEMENT OR TO TOP OF RIGID PAVEMENT. 2 ADDED E-80INFORMATION TJR _ 08/20/07 NOTE:ALL DIMENSIONS N !`•r�i Z
02007 ADS,INC. REV. DESCRIPTION BY MM/DD/YY CHIED ARE t 1/2 FOOT. ,
ADVANCED DRAINAGE SYSTEMS,INC.("ADS")HAS PREPARED THIS DETAIL BASED ON INFORMATION PROVIDED TO ADS.THIS DRAWING IS DIA.DET/RET SYSTEM '� CKS 0.90"TO 1.40"-� -� - --0.65"MIN 1.6"TO 2.4" W
INTENDED TO DEPICT THE COMPONENTS AS REQUESTED.ADS HAS NOT PERFORMED ANY ENGINEERING OR DESIGN SERVICES FOR THIS IIIII III -�
PROJECT,NOR HAS ADS INDEPENDENTLY VERIFIED THE INFORMATION SUPPLIED,THE INSTALLATION DETAILS PROVIDED HEREIN ARE GENERAL TYPICAL TRENCH L` ``` A 4640 TRUEMAN BLVD �..10/18/06 C ')
RECOMMENDATIONS AND ARE NOT SPECIFIC FOR THIS PROJECT.THE DESIGN ENGINEER SHALL REVIEW THESE DETAILS PRIOR TO DETAIL III 1 I I , HILLIARD,OHIO 43026 V J C v`J
CONSTRUCTION.IT IS THE DESIGN ENGINEERS RESPONSIBILITY TO ENSURE THE DETAILS PROVIDED HEREIN MEETS OR EXCEEDS THE • NTS
APPLICABLE NATIONAL,STATE,OR LOCAL REQUIREMENTS AND TO ENSURE THAT THE DETAILS PROVIDED HEREIN ARE ACCEPTABLE FOR THIS ADVANCED DRAINAGE SYSTEMS.INC. `.LI
PROJECT. DRAWING NUMBER: STD-101 '"� 10F1
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NOT TO SCALE 20 - V28852
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FIRE MARSHAL POLICE CHIEF
GENERAL NOTES: '%,<<%.FHCINE`��°P• :
SPACICONTNGCMAOYN JOINTS SHALL BE SPACED AT MAX. 10' INTERVALS, EXCEPT THAT A 15 BE USED WHEN A MACHINE IS USED OR WHEN SATISFACTORY SUPPORT O FOR OT 10• GE '�. ////�i� I i IRII\��\\\\\
THE FACE FORM CAN BE OBTAINED WITHOUT THE USE OF TEMPLATES AT 10 FOOT INTERVALS. TOWN PLANNER 08/09/2021
JOINT SPACING MAY BE ALTERED BY THE ENGINEER TO PREVENT UNCONTROLLED CRACKING. ®A 022,
CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTHER
i•�t'r
APPROVED METHODS.WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES,A MINIMUM HANDICAPPED PARKING SYMBOL _
DEPTH OF 1-1/2"SHALL BE OBTAINED. ALL CONTRACTION JOINTS EXCEPT IN 8"X 6"MEDIAN NOT TO SCALE By:..- ---' C......
CURB SHALL BE FILLED WITH JOINT SEALER. EXPANSION JOINTS SHALL BE SPACED AT 90' 7 . 0
INTERVALS AND ADJACENT TO ALL RIGID OBJECTS.
PEI JOB#: 20364.PE

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--OUTLET STRUCTURE *NOTE: `r co �i co
6 (SEE DETAIL) TOP OF DAM EL. =26.0 o 0 0 0
THE CONTRACTOR SHALL ATTACH THE SKIMMER TO THE DRAWDOWN
1 TOP EL. FOREBAY BERM 20.0 6
10'WIDE TOP OF BERM ORIFICE. ONCE THE AREA DRAINING TO THE BASIN IS STABILIZED,THE
WQV STORAGE EL [ I REQ'D=22.89 PROVIDED=23.00] 1� CONTRACTOR CAN ESTABLISH THE FINAL WET POND&REMOVE THE
r - SKIMMER.
T PERMANENT POOL EL.(NORMAL WATER SURFACE)21.00
3 V 3a3 GALVANIZED BAR GRATING 1"x 1/8" BEARING BARS.
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1�Lu TOP OF RISER = 24.00 FASTEN WITH J-CLIPS, ATTACH TO A 1 1/4"x 1 1/4"x 1/4" o
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O #1 FOREBAY AND STORAGE POND SECTION EL. 23.00 (9 a o
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PASSING THE NO. 200 SIEVE WITH A PLASTICITY INDEX AND LIQUID 1 z z z
LIMIT OF LESS THAN 20 AND 50 PERCENT, RESPECTIVELY WITH A u) o o
UNIFIED SOIL CLASSIFICATION OF SC or CL; FREE OF ROCK OR GRAVEL NORMAL POOL EL. = 21.00 *OUTLET PIPE Z z ¢ g nw aw
�7 50 LF 36" RCP CL.III O o o w w w
LARGER THAN 2" IN ANY DIMENSION, ROOTS, DEBRIS, WASTE, FROZEN � ( ) cn � � �, t, cg
MATERIALS, VEGETATION, AND OTHER DELETERIOUS MATTER AS / INV. UP = 20.75 5 W oo w w w
SEED/SOD ALL SLOPES ABOVE PERMANENT POOL EL. INDICATED BY ENGINEER. COMPACT TO MIN. 95% OF THE STANDARD INV. DOWN =20.75 LLI a U cc a a
PROCTOR MAXIMUM DRY DENSITY PER ASTM D 698; SOIL SHOULD BE /� SLOPE = 0.00% ` "'
6:1 SHELF BELOW PERMANENT POOL PLANTED WITH MOISTURE CONDITIONED BY THE CONTRACTOR BY DRYING OR U
SUITABLE WETLAND SPECIES OR VEGETATION. WETTING THE MATERIAL TO WITHIN +/- 3 PERCENT OF THE MATERIALS
I I 1 6 OPTIMUM MOISTURE CONTENT. / �"— REINFORCED CONCRETE BOX I-4
�I I l v PERMANENT POOL EL 21.00 _� (CONTRACTOR SHALL SIZE FOR a^
I I- J 12" _ 6" -7� 2'x4'TOP GRATE OPENING)
/ ' ! *NOTE ALL HDPE OUTFALL N
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20' ► Q�c L 6" EXTENDED BASE ANCHORED FROM FLOTATION �-+
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_ = _ 1 j I (AS REQ'D.) FOR SUBMERGED CONDITIONS
EL. 26.0 g��
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EL. L. 20.00 ' * o
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SUITABLE PLANTS �J'/ ���• '�— u� o NOT TO SCALE U
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PICKERELWEED (PONTEDERIA CORDATA) 5' ��)) , 2 . ..,,..„..w_l•� p ' N
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CONTRACTOR TO INSTALL ON THE 6:1 SLOPED SHELF, EQUAL NUMBERS OF EACH POND #1 FOREBAY SPILLWAY DETAIL POND #1 EMERGENCY SPILLWAY DETAIL w CD
OF THE LISTED SUITABLE PLANTS. DURING INSTALLATION, GROUP SIMILAR SPECIES NOT TO SCALE LT1
OF PLANTS TOGETHER. INSTALL PLANTS 24" O.C. IN A CHECKERBOARD PATTERN. NOT ro SCALE
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DRAWDOWN ORIFICE \�� NCDOT#57 WASHED STONE(TRANSITION ZONE
IS 0.25"ALONG THE LENGTH OF
NORMAL POOL EL. = 21.00 THE LEVEL SPREADER Z
PROPOSED CONCRETE WALL rill:1' 1
TOP EL.=21.00 W
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- / EGETATED FILTERi�Oe� PROVIDE WIRE MESH OVER BOTH \' I_ 8"O SCH.40 PVC PIPE INV =20.00iI—t-� 5% VAX SLOPE
�5ENDS OF PIPE TO PREVENT [FLOWS FROM WET POND#11]
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POND #1 PRIMARY OUTLET STRUCTURE ' "' p ` ' """'"' EE =20 0+!�"- r 1.Q yNOT TO SCALE 0
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(- ° THE FILTER STRIP AND ANY ADJACENT CUT SLOPES MUST BE U
COVERED WITH AT LEAST 6 INCHES OF LOOSE TOPSOIL WITH U)
APPROPRIATE SOIL AMENDMENTS AND AN APPROPRIATE TURF 'I
LINE SWALE WITH 8"-12"RIP RAP STONE 1 GRASS SPECIES(SOD). THE ENGINEERED FILTER STRIP MUST j p-I
INV EL.=20.00
BE CONSTRUCTED WITH A UNIFORM TRANSVERSE SLOPE. T4 P4
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I HEREBY CERTIFY THAT I HAVE REVIEWED THE PLAN AND THE PLAN MEETS OR :-.4 :1 a ,_G
EXCEEDS THE REGULATIONS AND ORDINANCES OF THE TOWN OF SURF CITY ^ .�" •9°°,
SEAL _
p28852
PUBLIC WORKS DIRECTOR BUILDING INSPECTOR �%`6`°°°FNGINE`��°°°\ ,
08/09/2022
FIRE MARSHAL POLICE CHIEF
C- 7 . 1A
TOWN PLANNER
` PEI JOB#: 20364.PE
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HOOD ELEVATION SECTION - RR SHEET$40�03 SECTION 'C-Cr co SECTION tD-D' io SOLID WALL ISOMETRIC VIEW SHEET , of 2 o �_� �� --� II:iii
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840.45 o U Z
CERTIFICATION NOTE: um
CATCH BASIN DETAIL CONTRACTOR SHALL PROVIDE CERTIFICATION FROM A LICENSED 0 = mum H
NOT TO SCALE NORTH CAROLINA STRUCTURAL ENGINEER THAT PRECAST 29 1/4 >- ,I 0 E1 ( � 23 3/4 + I� 22 24 29 1/4
STRUCTURES PROVIDED MEET REQUIREMENTS FOR H2O LOADING a 000
SOLID COVER SHOWN PERFORATED. PERFORATED AVAILABLE a GENERAL NOTES: Z co 0 C ) C� 1 5/16 �� �
IF SPECIFIED. H O OPENING SHALL BE 'L' OR 'W' + 1'-0" O❑ / �iivi 'I/1 rK.~T,�
STATE USE OF SYSTEM ON COVER a Q * THIS PRECAST BOX MAY BE USED FOR THE FOLLOWING LOCATED AS REQUIRED Z H>- 0 C O ■I W C/) O
(I.E. : SEWER, STORM DRAIN, ELECTRICAL) ¢H STANDARDS: 840.01 , 840.02, 840.04, 840.05, 840.13, ¢¢ "'' O
Z Q x U 5 • #4 REBARS a 0�� O �, - rT U
i-iO C7 840.14, 840.15, 840.17, 840.18, 840.19, 840.26, - 5 6" CENTERS n z 2=U %/.r F+i
R7.\\ Ni1/4.-'4''' LL J 0_,--r z in iv c� t i O C 3 iii%iiq
TOP OF COVER O OZ_ 840.27, 840.28, 840.31 , 840.32 AND 840.41 . tl,,, ,� Q =z i t USF 4,90/4623 i v U O
r w Q cc
* INSTALL PRECAST DRAINAGE STRUCTURES AND PAY '�� w I--i /� �T1
o 1-0 O= #5 BARS Q lL= I"I t^-y W
A A Q ,U_, FOR IN ACCORDANCE WITH SPECIFICATION SECTION 840. @ OPENING ~V S O U' n
/7 ~i A _ '`I+I * DO NOT PLACE PRECAST DRAINAGE STRUCTURES r STEPS r _ z w 23 3/4 - NOTES: 0 ►�i
\ ,40 ,B B ���o� SECTION G-C O H
�� °C o~'Q UNDER TRAFFIC OR WHERE TRAFFIC WILL BE DETOURED. _ CC LL J 1 1/2
* _ '''� * USE 4000 PSI CONCRETE. C #50BARS C+ ; 00�� 3/4 1- MATERIAL ASTM-A48 FT w
�r��1 r� z j CLASS 35B GRAY IRON. c.I..4 O W
L_ �fi-_-___-_-_- __—I L_ - - i _ _ _I 0_ * PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A615 FOR ii op �
T ` 2- FRAME WT: 125 LBS. APP.
T p❑ GRADE 60 AND WELDED WIRE FABRIC CONFORMING TO ASTM A1064. r- U ', w❑ 4 3- GRATE WT: 115 LBS. APP.
' R. * LIMIT MAXIMUM DEPTH TO TOP OF BOTTOM SLAB FOR WAFFLE WALL °:, :,p ° g" MIN° �! h co co CO
STRUCTURE TO 10 0' , LIMIT SOLID WALL STRUCTURE A ,,Z„ rn Z
ry);)
L6"
—�10 22 f U.S. FOURTDRY & MFG. CORP.
MEDLEY, FLORIDA V JZoO
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\� TT M F OVER iR• * TO 15 0 6„- Lr �° o, 24 1 -
I PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH A '7.'...?;'
,
OSHA STANDARD 1926°704. o- oo °o_
PLAN OF COVER * CUT OR FORM OPENINGS FOR PIPE TO PROVIDE PLAN TOP SLAB . •:a. W USF 4190 FRAME & 6259 GRATE T� Q
29 1/4 -4
cc eC REQUIRED SIZE AND LOCATION. ORIENT WAFFLE WALL STRUCTURES °';n. �' O owu.er.- scuE on E: F
o W �- DBB 1/8"=1" 3/9/98
PLAN OF FRAME > SO THAT PIPES ENTER THROUGH THE O H ❑ C K.BY: ONO. REV f- 1- E m Q
1' 111�" ❑ O KNOCKOUT/WAFFLE PANELS ONLY. PIPES MAY ENTER THROUGH CORNER CUT DETAIL A4030Ce
H o 0 8 z
z C) THE CORNERS OF SOLID WALL BOXES IF A MINIMUM OF 6" OF (SOLID WALL BOX) z cc Cl)t¢- g g ..
1 " a• WALL IS PROVIDED ABOVE THE HOLE. Mall I- W❑ I— ¢ O (�'
2 1 ¢ p ALL ELEMENTS PRECAST TO MEET ASTM C913. ¢ N U < ce - o Z
N
1'-114$" " ❑ Q * FRAME AND GRATE HEIGHT MAY BE ADJUSTED WITH CONCRETE 6'� L' OR `w' 6„ ❑ W z DROP INLET FRAME & GRATE DETAILS w o N Z z
1' 10%g" a ` ❑ W OR BRICK IN ACCORDANCE WITH STANDARD 840.25. #4 REBARS ❑ 0 ¢ z w F ¢ cn>' w
* PROVIDE PRECAST STRUCTURES OVER 4'-d" IN DEPTH WITH 6" CENTERS co ❑ Cr NOT TO SCALE w ¢U w s
a a I 0 Uau ornooU
STEPS AS DIRECTED BY THE ENGINEER° rilMinlillig *` #a REBARS co _ Z w
„ r-•` ���1'— t z �' -. 1 ¢ 6 CENTERS 2 a F-
1 / TYPE #1 Q U. * WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR AS LONG CLR•*'fr, O
/ `\ 3 '= it h� rl rr W * AS THE SAME AREA OF STEEL IS PROVIDED. N J 1 SEAL \ �ti IC!I,#�//
11 1-t-�• .I �-4 >- J SEAL JOINTS WITH A FLEXIBLE BUTYL RUBBER PRECAST RISER PLAN PRECAST RISER DETAIL >• ¢ I HEREBY CERTIFY THAT I HAVE REVIEWED THE PLAN AND THE PLAN MEETS OR I f ,tL . •°I° r r
1 J p BASE CONFORMING TO FEDERAL SPECIFICATION SS S 21A, ¢ H W EXCEEDS THE REGULATIONS AND ORDINANCES OF THE TOWN OF SURF CITY i `e ....40.0.,
n I /' 1 -1O�e ❑ = AASHTO M 198, TYPE B BUTYL RUBBER. Q N z I _ ti•
y •
t / / ALTERNATE Z * LIMIT MAXIMUM STRUCTURE SIZE TO INSIDE CLEAR ::?: : 'o• :a°:.•;°,, 0 'a CD SEAL l °
t SECTION B-B cc „ .'rr, :.:f.: r . .. lu _
DIMENSIONS OF 5 D" X 5' 0 • ' n• ❑ W 12 a 8 5 2 :-=-"'-
4 2'-01'" / �\ MINIMUM WEIGHTS - LBS. * THE OUTSIDE PIPE DIAMETER PLUS 2" OR THE OPENING '":• A:*:::i h/
CA
2'-914„ 7 mom \ FRAME - 180 REQUIRED FOR FRAME AND GRATE IS THE MINIMUM STRUCTURE d PUBLIC WORKS DIRECTOR BUILDING INSPECTOR vF°°°FNGINEti�°°���
/ 1 COVER - 120 SIZE WHICHEVER IS GREATER. 6„ ,� 6" 'QF °" °°°`° �Q•
SECTION A-A ( I TOTAL - 3O0 * USE MANHOLE FRAME AND COVER AS INDICATED ON THE PLANS. ��IiRI� �\\���
\ / REINFORCE OPENING AS SHOWN ON THIS SHEET. SECTION VIEW SECTION VIEW
\ // SHEET 1 OF 1 M ®Jrf ��2a2�
OPTIONAL JOINT DETAILS SHEET 2 OF 2 FIRE MARSHAL POLICE CHIEF I---
TYPE #2 840.54 840.45 " k.
DROP INLET DETAIL "�
MANHOLE FRAME AND COVER DETAIL NOT TO SCALE TOWN PLANNER .: .4 C....... 7 . 1B
NOT TO SCALE
J PEI JOB#: 20364.PE

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GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH EQUIPMENT AND VEHICLE MAINTENANCE ONSITE CONCRETE WASHOUT r
THE NCGO1 CONSTRUCTION GENERAL PERMIT STRUCTURE WITH LINER
1. Maintain vehicles and equipment to prevent discharge of fluids. ,a �NOE o sue.
Implementing the details and specifications on this plan sheet will result in the construction 2, Provide drip pans under any stored equipment. o� to.-A1 HIGH MIN o SANDBAGS o, W"°'' ,o 0 0A ;�LINING
activity being considered compliant with the Ground Stabilization and Materials Handling 3. Identify leaks and repair as soon as feasible or remove leaking equipment from the °> <°l „�� Ion�`�ol� SIDE SLOPE SOIL BERM
sections of the NCGO1 Construction General Permit(Sections E and F,respectively). The a� <0 SILT FENCE '�� ���C OasT `""' •
•o of e� a=u
ro ect. £-
permittee shall comply with the Erosion and Sediment Control plan approved by the p 1 0'o A No � �.,r, 10'„'01 gEanaNe-e
delegated authority having jurisdiction.All details and specifications shown on this sheet 4. Collect all spent fluids,store in separate containers and properly dispose as �, I .�,�.1 +may -�-
not apply depending on site conditions and the delegated authorityhavingjurisdiction. hazardous waste(recycle when possible). DRe��s T
pp Y P g g ALL TON DETERMINED INFlEo
5. Remove leaking vehicles and construction equipment from service until the problem SECTION A-A
Aft.LOCATION DETERMINED IN FIELD AETE.�rtrN StrfA'N. E.THE DDNCRETEWASHOUT ST STRUCTURES
has been corrected. WASHOUT SHALL SOLI MANES7MOFTNE
UID
SECTIONE:GROUND STABILIZATION I I E CONCRETE STRUMS.SHALL STRUCTURES GAP.,TO PROVIDE
MVM.a�HEO MHENTHE�No CIV.'"'''R''" ADEM ATE HOLDING . WITH
6. Bring used fuels,lubricants,coolants,hydraulic fluids and other petroleum products mx Or THE STNUO aEEO P cm. I I M.N. ,zGHEE OF FREEBOARD
Required Ground Stabilization Timeframes P ASHOUSTRUCTURENEEDSTOSE P ,OOE RETEWAHOUTTETELCTUEENEEDS
q NONAGE NOTING DEVICE WITH MENAGE CO
to a recycling or disposal centerthat handles these materials. NOT,NODEMCE. z
Stabilize within this W
BELOW GRADE WA H UT STRUCTURE ABOVE GRADE WASHOUT STRUCTURE Z W
Site Area Description many calendar Timeframe variations ND„� NOT TO SCALE z
days after ceasing LITTER,BUILDING MATERIAL AND LAND CLEARING WASTE 0 a
land disturbance 1. Never bury or burn waste. Place litter and debris in approved waste containers. O
(a) Perimeter dikes, 2. Provide a sufficient number and size of waste containers(e.g dumpster,trash CONCRETE WASHOUTS LL z
swales,ditches,and 7 None receptacle)on site to contain construction and domestic wastes. 1. Do not discharge concrete or cement slurry from the site. w a
perimeter slopes 3. Locate waste containers at least 50 feet awayfrom storm drain inlets and surface u Z
2. Dispose of,or recycle settled,hardened concrete residue in accordance with local ,� o
(b) High Quality Water 7 None waters unless no other alternatives are reasonably available. and state solid waste regulations and at an approved facility. co o
Z
(HQW)Zones 4. Locate waste containers on areas that do not receive substantial amounts of runoff 3. Manage washout from mortar mixers in accordance with the above item and in 0 z
from upland areas and does not drain directly to a storm drain,stream or wetland. additionplace the mixer and associated materials on impervious barrier and within C o Q
(c) Slopes steeper than If slopes are 10'or less in length and are 5. Cover waste containers at the end of each workdayand before storm events or p W5 w o
3:1 7 not steeper than 2:1, 14 days are lot perimeter silt fence. LU a c.)
allowed provide secondary containment. Repair or replace damaged waste containers. 4. Install temporary concrete washouts per local requirements,where applicable. If an - N
-7 days for slopes greater than 50' in 6. Anchor all lightweight items in waste containers during times of high winds. alternate method or product is to be used,contact your approval authority for
length and with slopes steeper than 4:1 7. Empty waste containers as needed to prevent overflow. Clean up immediately if review and approval. If local standard details are not available,use one of the two U
-7 days for perimeter dikes,swales, containers overflow. types of temporary concrete washouts provided on this detail. F--4
(d) Slopes 3:1 to 4:1 14 ditches,perimeter slopes and HQW 8. Dispose waste off-site at an approved disposal facility. 5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
Zones 9. On business days,clean up and dispose of waste in designated waste containers. sections. Stormwater accumulated within the washout may not be pumped into or
.,
-10 days for Falls Lake Watershed discharged to the storm drain system or receiving surface waters. Liquid waste must
-7 days for perimeter dikes,swales, PAINT AND OTHER LIQUID WASTE be pumped out and removed from project. O
ditches,perimeter slopes and HQW Zones 1. Do not dump6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
(e) Areas with slopes paint and other liquid waste into storm drains,streams or wetlands. O N
P can be shown that no other alternatives are reasonably available. At a minimum,
flatter than 4:1 14 -10 days for Falls Lake Watershed unless 2. Locate paint washouts at least 50 feet away from storm drain inlets and surface install protection of storm drain inlet(s)closest to the washout which could receive 3-1 (.,,
there is zero slope waters unless no other alternatives are reasonably available. P--1
spills or overflow.
Note:After the permanent cessation of construction activities,any areas with temporary 3. Contain liquid wastes in a controlled area. 7. Locate washouts in an easily accessible area,on level ground and install a stone ►mil, C/D
ground stabilization shall be converted to permanent ground stabilization as soon as 4. Containment must be labeled,sized and placed appropriately for the needs of site. entrance pad in front of the washout. Additional controls may be required by the
practicable but in no case longer than 90 calendar days after the last land disturbing 5. Prevent the discharge of soaps,solvents,detergents and other liquid wastes from approving authority. t Ln
activity. Temporary ground stabilization shall be maintained in a manner to render the construction sites. 8. Install at least one sign directing concrete trucks to the washout within the project U O
surface stable against accelerated erosion until permanent ground stabilization is achieved. limits. Post signage on the washout itself to identify this location. ¢i U N-
PORTABLE TOILETS
GROUND STABILIZATION SPECIFICATION 9. Remove leavings from the washout when at approximately 75%capacity to limit 0 N
1. Install portable toilets on level ground,at least 50 feet away from storm drains, overflow events. Replace the tarp,sand bags or other temporary structural
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the streams or wetlands unless there is no alternative reasonably available. If 50 foot
---
techniques in the table below: components when no longer functional. When utilizing alternative or proprietary z cn U
q offset is not attainable, provide relocation of portable toilet behind silt fence or place followO rH;
products, manufacturer's instructions.
'TemporaryStabiiization< PgrrrnanentStabilization on a gravel pad and surround with sand bags. 10. At the completion of the concrete work,remove remaining leavings and dispose of 1--
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• Temporary grass seed covered with straw or • Permanent grass seed covered with straw or 2. Provide staking or anchoring of portable toilets during periods of high winds or in high in an approved disposal facility. Fill pit,if applicable,and stabilize any disturbance IY ,S'
other mulches and tackifiers other mulches and tackifiers foot traffic areas. caused by removal of washout. 00 0 be
• Hydroseeding • Geotextile fabrics such as permanent soil 3. Monitor portable toilets for leaking and properly dispose of any leaked material. z_ N
• Rolled erosion control products with or reinforcement matting Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace i- .-� O
without temporary grass seed • Hydroseeding Z
with properly operating unit. W I--�--1 . ,.,l
• Appropriately applied straw or other mulch • Shrubs or other permanent plantings covered HERBICIDES,PESTICIDES AND RODENTICIDES 7 ►--f--1 �"I w
• Plastic sheeting with mulch 1. Store and apply herbicides,pesticides and rodenticides in accordance with label U
• Uniform and evenly distributed ground cover EARTHEN STOCKPILE MANAGEMENT restrictions.
sufficient to restrain erosion 1. Show stockpile locations on plans. Locate earthen-material stockpile areas at least 2. Store herbicides,pesticides and rodenticides in their original containers with the
• Structural methods such as concrete,asphalt or 50 feet away from storm drain inlets,sediment basins,perimeter sediment controls label,which lists directions for use,ingredients and first aid steps in case of r, ti
retaining walls and surface waters unless it can be shown no other alternatives are reasonably W
• Roiled erosion control products with grass seed available. accidental poisoning.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of 3. Do not store herbicides, pesticides and rodenticides in areas where flooding is U
possible or where they may spill or leak into wells,stormwater drains,ground water m
POLYACRYLAMIDES(PAMS)AND FLOCCULANTS five feet from the toe of stockpile. Z O c.::)
1. surface water. If a spill occurs,clean area immediately. zd-
1. Select flocculants that are appropriate for the soils being exposed during 3. Provide stable stone access point when feasible. 4. Do not stockpile these materials onsite. -Z N
construction,selecting from the NC DWR List of Approved PAMS/Flocculants. 4. Stabilize stockpile within the timeframes provided on this sheet and in accordance U c� �?
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures. with the approved plan and any additional requirements. Soil stabilization is defined U ? :5 C 00
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved as vegetative, physical or chemical coverage techniques that will restrain accelerated s O N
PAMS/Flocculants and in accordance with the manufacturer's instructions. erosion on disturbed soils for temporary or permanent control needs. HAZARDOUS AND TOXIC WASTE Z �, ^V
4. Provide ponding area for containment of treated Stormwater before discharging el 1. Create designated hazardous waste collection areas on-site. j Q
offsite. 2. Place hazardous waste containers under cover or in secondary containment. ���///
3. Do not store hazardous chemicals,drums or bagged materials directly on the ground. N ^ °i
5. Store flocculants in leak-proof containers that are kept under storm-resistant cover to O Q n
or surrounded by secondary containment structures.
Z N D a
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19 '�+ _ - z
(.1:4 0 a N-
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C.
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PART III PART III PART III Pialli
SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING
SECTION A:SELF-INSPECTION SECTION B:RECORDKEEPING SECTION C:REPORTING
Self-inspections are required during normal business hours in accordance with the table 1. Occurrences that must be reported
1. E&SC Plan Documentation
below. When adverse weather or site conditions would cause the safety of the inspection The approved E&SC plan as well as any approved deviation shall be kept on the site. The Permittees shall report the following occurrences:
personnel to be in jeopardy,the inspection may be delayed until the next business day on (a) Visible sediment deposition in a stream or wetland.
which it is safe to perform the inspection. In addition,when a storm event of equal to or approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be documented in the manner 1-4
greater than 1.0 inch occurs outside of normal business hours,the self inspection shall be
performed upon the commencement of the next business day. Any time when inspections
described: (b) Oil spills if: O
were delayed shall be noted in the Inspection Record.
• They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
Item to Document Documentation Requirements
• They cause sheen on surface waters(regardless of volume),or U
Frequency (a) Each E&SC Measure has been installed Initial and date each E&SC Measure on a copy
Inspect (during normal Inspection records must include: and does not significantly deviate from the of the approved E&SC Plan or complete,date • They are within 100 feet of surface waters(regardless of volume).
business hours) CZ)
(1)Rain gauge Daily Daily rainfall amounts. , locations,dimensions and relative elevations and sign an inspection report that lists each
maintained in If no daily rain gauge observations are made during weekend or shown on the approved E&SC Plan. E&SC Measure shown on the approved E&SC i tI
good working holiday periods, and no individual-day rainfall information is Plan. This documentation is required upon the
(a) Releases of hazardous substances in excess of reportable quantities under Section 311
order available, record the cumulative rain measurement for those un- initial installation of the E&SC Measures or if of the Clean Water Act(Ref:40 CFR 110.3 and 40 CFR 117.3)or Section 102 of CERCLA
attended days (and this will determine if a site inspection is the E&SC Measures are modified after initial (Ref:40 CFR 302.4)or G.S. 143-215,85. 0
needed). Days on which no rainfall occurred shall be recorded as i installation. H
"zero." The permittee may use another rain-monitoring device
approved by the Division. (b) A phase of grading has been completed. Initial and date a copy of the approved E&SC (b) Anticipated bypasses and unanticipated bypasses. H
(2) MSC At least once per 1. Identification of the measures inspected, Plan or complete,date and sign an inspection �+ r ,
Measures 7 calendar days 2. Date and time of the inspection, report to indicate completion of the v
and within 24 3. Name of the person performing the inspection, construction phase. (c) Noncompliance with the conditions of this permit that may endanger health or the CT,
hours of a rain 4. Indication of whether the measures were operating ^/1
event>1.0 inch in properly, (c) Ground cover is located and installed Initial and date a copy of the approved E&SC environment.
24 hours 5. Description of maintenance needs for the measure, in accordance with the approved E&SC Plan or complete,date and sign an inspection
6. Description,evidence,and date of corrective actions taken. Plan. report to indicate compliance with approved
(3)Stormwater At least once per 1. Identification of the discharge outfalls inspected, 2.Reporting Timeframes and Other Requirements (f) O
discharge 7 calendar days 2. Date and time of the inspection, ground cover specifications.
After a permittee becomes aware of an occurrence that must be reported,he shall contact U
outfalls(SDOs) and within 24 3. Name of the person performing the inspection, (d) The maintenance and repair Complete,date and sign an inspection report.
the appropriate Division regional office within the timeframes and in accordance with the 0
hours of a rain 4. Evidence of indicators of stormwater pollution such as oilg (/�
requirements for all E&SC Measures U
event>1.0 inch in sheen,floating or suspended solids or discoloration, other requirements listed below. Occurrences outside normal business hours may also be rT�
have been performed. I�
F�+-I 24 hours 5. Indication of visible sediment leaving ng the site, 1 ___ -- reported to the Division's Emergency Response personnel at(800)662-7956,(800) �
6. Description,evidence,and date of corrective actions taken. I (e) Corrective actions havebeen taken Initial and a copy of approved date the E&SC 858-0368 or(919)733-3300. O
(4)Perimeter of At least once per If visible sedimentation is found outside site limits,then a record I to E&SC Measures. Plan or complete,date and sign an inspection I-,
site 7 calendar days of the following shall be made: I report to indicate the completion of the Fyl -/
and within 24 1. Actions taken to clean up or stabilize the sediment that has left h�l Cr)�n O r.rl
corrective action. F.�(
hours of a rain the site limits, Occurrence Reporting Timeframes(After Discovery)and Other Requirements __ ^
event>1.0 inch in 2. Description,evidence,and date of corrective actions taken,and (a)Visible sediment • Within 24 hours,an oral or electronic notification. 1-+-� � F-1
24 hours 3. An explanation as to the actions taken to control future deposition in a •
p Within 7 calendar days,a report that contains a description of the rn m m m
releases. 2.Additional Documentation N Z IY C2 IY
stream or wetland sediment and actions taken to address the cause of the deposition. rn z -3 -3-3
(5)Streams or At least once per If the stream or wetland has increased visible sedimentation or a o
In addition to the E&SC Plan documents above,the following items shall be kept on the Division staff maywaive the requirement for a written report on a g
wetlands onsite 7 calendar days stream has visible increased turbidity from the construction site q p Z o
or offsite and within 24 activity,then a record of the following shall be made: case-by-case basis. O
where hours of a rain 1. Description,evidence and date of corrective actions taken,and and available for agency inspectors at all times during normal business hours,unless the • If the stream is named on the,1+_ !s I as impaired for sediment-
( p� 4,1 li_t=_ p (-
accessible) event>1.0 inch in 2. Records of the required reports to the appropriate Division Division provides a site-specific exemption based on unique site conditions that make this related causes,the permittee may be required to perform additional Q
24 hours Regional Office per Part III,Section C,Item(2)(a)of this permit requirement not practical: monitoring,inspections or apply more stringent practices if staff Cn 2
of this permit.
determine that additional requirements are needed to assure compliance H I- F
(6)Ground After each phase 1. The phase of grading(installation of perimeter E&SC I- O
I- O
stabilization of grading measures,clearing and grubbing,installation of storm (a) This general permit as well as the certificate of coverage,after it is received. with the federal or state impaired-waters conditions. O p u-
measures drainage facilities,completion of all land-disturbing (b)Oil spills and • Within 24 hours,an oral or electronic notification. The notification , g g 0 Z
activity,construction or redevelopment,permanent (b) Records of inspections made during the previous 30 days. The permittee shall record release of shall include information about the date,time, nature,volume and [- ...i>- z 0 (0
ground cover). hazardous location of the spill or release. 0 ¢IY O L`
the required observations on the Inspection Record Form provided by the Division or p ¢�, o Z
2. Documentation that the required ground stabilization W z j 0
substances per Item a _W W > •W
measures have been provided within the required a similar inspection form that includes all the required elements. Use of 0 W 0 Z Z Y
timeframe or an assurance that they will be provided as electronically-available records in lieu of the required paper copies will be allowed if 1(b) (tic)above 0 0.7..1 a ¢r0'n w
soon as possible. shown toprovide equal access and utilityas the hard co records. (c)Anticipated • A report at least ten days before the date of the bypass,if possible. O ? w ¢O W a tu
q hard-copy d c6aLL lY o ❑moot°
bypasses[40 CFR The report shall include an evaluation of the anticipated quality and
122.41(m)(3)] effect of the bypass.
NOTE:The rain inspection resets the required 7 calendar day inspection requirement.
(c) All data used to complete the Notice of Intent and older inspection records shall be (d)Unanticipated • Within 24 hours,an oral or electronic notification. SEAL ,0\011110//
maintained for a period of three years after project completion and made available bypasses[40 CFR C' ' ��
Yp Within 7 calendar days,a report that includes an evaluation of the
upon request. [40 CFR 122.41] /l : ��° ° i
r
122.41(m)(3)] _ quality and effect of the bypass. Ito .�VMG�
(e)Noncompliance • Within 24 hours,an oral or electronic notification. �5ote ' - O °
with the conditions • Within 7 calendar days,a report that contains a description of the
SEAL 9�
of this permit that noncompliance,and its causes;the period of noncompliance, _ 1 2 8 8 5 2 _
may endanger including exact dates and times,and if the noncompliance has not
health or the been corrected,the anticipated time noncompliance is expected to %v�`°°° NGIN���°°\��
environment[40 continue;and steps taken or planned to reduce,eliminate,and .'i,,'QF °°°°°° ..\y- \•�
CFR 122.41(I)(7)] prevent reoccurrence of the noncompliance.[40 CFR 122.41(I)(6). ///7,i/i4YI IRI••t�\\\\\
• Division staff may waive the requirement for a written report on a 08/09/2021
case-by-case basis. w
A E
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BY: C- 7 . 4
NCGO1 SELF-INSPECTION RECORD( EEPING AND REPORTING EFFECTIVE: 04/01/19
PEI JOB#: 20364.PE
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, SHEET NUMBER SHEET TITLE
C-0.0 COVER SHEET
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C-4.0 UTILITY PLAN
, C-6.0 EROSION CONTROL PLAN
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PERMANENT SEEDING SCHEDULE - MIXTURE 5CP EROSION CONTROL AND SEQUENCE OF CONSTRUCTION NOTES: COORDINATION NOTES: REVISIONS:
II Seeding Mixture NOTE:THESE EROSION CONTROL AND SEQUENCE OF CONSTRUCTION NOTES ARE INTENDED FOR 1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE ! 1\BID SET 4-21-2011
I.I EACH"PHASE"OF CONSTRUCTION. THE ORDER AND STEPS TAKEN MUST BE IMPLEMENTED AS EACH
( ' i SPECIES RATE(LB/ACRE) PART OF THE PROJECT IS DEVELOPED;WHETHER AS A WHOLE OR IN PHASES. ANY EROSION PLANS.
CENTIPEDE GRASS 10-20 CONTROL DEVICES/MEASURES MUST REMAIN IN PLACE UNTIL THE ENTIRE BASIN DESIGNED TO HUD RESUBIIITTAII I�20!1
HANDLE SEDIMENTATION AND EROSION IS STABILIZED AND ALL IMPROVEMENTS WITHIN THE BASIN 2. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND WITH THE REQUIREMENTS OF THE
i- Seeding Dates ARE COMPLETE. TOWN OF SURF CITY, PENDER COUNTY AND THE STATE OF NORTH CAROLINA.
,6 { MARCH-JUNE NCDENR STOR LATER&EROSION
i 1. CONSTRUCT TEMPORARY GRAVEL CONSTRUCTION ENTRANCE(S),ESTABLISH THE LIMITS OF 3. THE CONTRACTOR IS TO ESTABLISH AND CHECK ALL HORIZONTAL AND VERTICAL CONTROLS TO BE USED WITH CONTROL SUBI'�IITTAL 8-16-2011
Soil Amendments DISTURBANCE,AND TEMPORARY SILT FENCE. THE PROJECT. IN ADDITION,THE CONTRACTOR IS TO COMPUTE THE LAYOUT OF THE ENTIRE SITE PLAN IN
ADVANCE OF BEGINNING ANY WORK ASSOCIATED WITH THE SUBJECT PLANS. CONTRACTOR SHALL EMPLOY A
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS,OR APPLY 300 LB/ACRE 2. CLEAR AND REMOVE FROM SITE ALL TREES(ONLY ONES TO BE REMOVED),ROOTS,ROOT MAT. PROFESSIONAL SURVEYOR TO PERFORM SITE IMPROVEMENT STAKEOUT(S).
ETC. FROM THE AREA WITHIN THE DESIGNATED CLEARING LIMITS.
10-10-10 FERTILIZER.
1y 4. ANYTIME WORK IS PERFORMED OFF-SITE OR WITHIN AN EXISTING EASEMENT,THE CONTRACTOR IS TO NOTIFY
MUICFI 3. INSTALL REMAINING EROSION CONTROL MEASURES AS SHOWN ON THE PLANS WITHIN THE
THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK,AND TO FOLLOW ANY GUIDELINES
AREA DISTURBED. ALL EROSION CONTROL MEASURES MUST BE INSTALLED BEFORE OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT.
DO NOT MULCH. COMMENCING CONSTRUCTION.
1 ,I' Maintenance 4. ALL PERIMETER DIKES SWALES,DITCHES 5. CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS BY OTHERS FOR ALL BUILIDNG DIMENSIONS AND
PERIMETER SLOPES AND ALL SLOPES STEEPER THAN DETAILS.
1 FERTILIZE VERY SPARINGLY-20 LB/ACRE NITROGEN IN SPRING WITH NO PHOSPHORUS. 3:1 (HOR.TO VERT.)SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH
GROUND COVER WITHIN 7 CALENDAR DAYS FROM THE LAST LAND DISTURBING ACTIVITY
CENTIPEDE GRASS CANNOT TOLERATE HIGH PH OR EXCESS FERTILIZER.
l
' (WITHIN 14 CALENDAR DAYS FOR ALL OTHER DISTURBED AREAS).
GENERAL NOTES:
1.
5. IMMEDIATELY UPON THE INSTALLATION OF ANY STORM DRAINAGE CATCH BASIN,DROP INLET,
I TEMPORARY SEEDING-LATE WINTER/EARLY SPRING ETC.,THE CONTRACTOR SHALL INSTALL INLET PROTECTION TO STOP ANY SEDIMENT FROM
ENTERING THE DRAINAGE SYSTEM. 1. EXISTING CONDITIONS AND TOPOGRAPHIC SURVEY COMPLETED BY CHARLES F. RIGGS AND ASSOCIATES.
THE SURVEY SHALL BE FIELD VERIFIED BY CONTRACTOR AND ANY DISCREPANCIES REPORTED TO THE
Seeding Mixture 6. IMMEDIATELY UPON THE INSTALLATION OF ANY STORM DRAINAGE SYSTEM,THE CONTRACTOR
OWNER,OWNERS REPRESENTATIVE AND/OR ENGINEER IMMEDIATELY.
I SHALL INSTALL OUTLET PROTECTION AS SHOWN ON THE PLANS AND DETAILS.
2. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES ON THE
7. THE CONTRACTOR SHALL CONVERT THE SEDIMENT BASIN TO THE WET DETENTION POND ONCE PLANS.THE EXACT LOCATION OF ALL EXISTING UTILITIES IS NOT KNOWN IN ALL CASES. THE CONTRACTOR
I WINTER AND EARLY SPRING THE ENTIRE DRAINAGE BASIN IS FULLY STABLIZED. THE CONTRACTOR SHALL REMOVE ANY SHALL EXPLORE THE AREA AHEAD OF DITCHING OPERATIO
NS BY OBSERVATIONS,ELECTRONIC DEVICES,
3 SEDIMENT FROM THE POND AND ESTABLISH THE FINAL POND BOTTOM ELEVATION. ONCE ALL HAND DIGGING AND BY PERSONAL CONTACT WITH THE UTILITY COMPANIES. IN ORDER TO LOCATE EXISTING
Lt SPECIES RATE(LB/ACRE} CONSTRUCTION IS FINISHED WITHIN THE POND DRAINAGE AREA THE CONTRACTOR SHALL UTILITIES IN ADVANCE OF TRENCHING OPERATIONS SO AS TO ELIMINATE OR MINIMIZE DAMAGE TO EXISTING
REMOVE THE SKIMMER TO COMPLETE THE WET POND CONSTRUCTION. UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS RESULTING FROM ANY DAMAGE TO
Rye(GRAIN) 120 THE EXISTING UTILITY LINES INCLUDING LOSS OF UTILITY REVENUES. CONTRACTOR SHALL ARRANGE FOR
i ANNUAL LESPEDEZA(KOBE IN PIEDMONT 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND RESTORING TO TEMPORARY SUPPORT OF EXISTING UTILITIES,SUCH AS POLES,CONDUITS,FIBER OPTIC CABLES,
1 4 AND COASTAL PLAIN,KOREAN IN MOUNTAINS) 50 PRE-CONSTRUTION CONDITIONS ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY TELEPHONE CABLES,WATER LINES,ETC.f INADVERTENTLY BE DAMAGED DUE TO THE FAILURE OF THE EROSION CONTROL MEASURES.
,I OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND
BEYOND JUNE. 9. DURING GRADING AND AFTER GRADING HAS BEEN COMPLETED,THE CONTRACTOR SHALL 3. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE DEPARTMENT
OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED UNDER THE
` SUMMER CONTINUE TO MAINTAIN PERMANENT AND TEMPORARY EROSION CONTROL MEASURES UNTIL OCCUPATIONAL SAFETY AND HEALTH ACT.
FINAL INSPECTION AND APPROVAL BY NCDENR.
SPECIES RATE(LB/ACRE) 4. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE TO THE
GERMAN MILLET 40 10INSPECTION
REMOVE TEMPORARY EROSION CON ROL M ASURES.
Y NCDENR,THE CONTRACTOR CAN OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE,ERECT AND MAINTAIN AT ALL TIMES DURING
TH
E PROGRESS OR TEMPORARY SUSPENSION OF WORK,SUITABLE BARRIERS, FENCES,SIGNS OR OTHER
FALL 11. THE CONTRACTOR SHALL CONTINUE TO WATER,FERTILIZE,MOW AND MAINTAIN SPRIGGED, ADEQUATE PROTECTION, INCLUDING FLAGMEN AND WATCHMEN AS NECESSARY TO INSURE THE SAFETY OF
{� SODDED,AND PLANTED AREAS UNTIL ALL CONSTRUCTION IS COMPLETE. THE PUBLIC AS WELL AS THOSE ENGAGED IN THE CONSTRUCTION WORK.CONSTRUCTION SIGNING SHALL PROFESSIONAL
BE IN ACCORDANCE WITH THE LATEST EDITION OF"CONSTRUCTION AND MAINTENANCE OPERATIONS SEAL:
SPECIES RATE(LB/ACRE) GENERAL EROSION AND SEDIMENT CONTROL NOTES: SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES"BY THE DOT.
RYE(GRAIN) 120
5. ALL MATERIAL CLEARED OR DEMOLISHED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK
1. THE EROSION CONTROL PLAN SHALL INCLUDE PROVISIONS FOR GROUNDCOVER ON EXPOSED SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF-SITE. tt0tttttti
SLOPES WITHIN 21 CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING: iti,a�` ,, �
11 1 Seeding dates PERMANENT GROUNDCOVER FOR ALL DISROBED AREAS WITHIN 15 WORKING DAYS OR 90 6. ALL WORK BY THE CONTRACTOR SHALL BE WARRANTEED BY THE CONTRACTOR FOR A PERIOD OF ONE O•rr�: * , .,1// I
CALENDAR DAYS(WHICHEVER IS SHORTER),FOLLOWING COMPLETION OF CONSTRUCTION OR YEAR AFTER THE OWNER ACCEPTS THE WORK. VW"?' +t. �(
COASTAL PLAIN-DEC.1-APR. 15-LATE WINTER AND EARLY SPRING DEVELOPMENT..J
i APRIL 15-AUG. 15-SUMMER
4
AUG.15-DEC.30-FALL 2. UNLESS OTHERWISE INDICATED,ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT 7. CONTRACTOR SHALL CALL THE NORTH CAROLINA ONE-CALL CENTER AT 1 [phone] AN ALLOW THE S.
` L
I Soil amendments CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE CENTER TO LOCATE EXISTING UTILITIES BEFORE DIGGING. 02:ti 2
MINIMUM STANDARDS AND SPECIFICATIONS OF THE NORTH CAROLINA EROSION AND :-
P�'
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL SEDIMENT CONTROL HANDBOOK. (NO SEPARATE PAYMENT). :,� t° hi, .- /��
LIMESTONE AND 750 LB/ACRE 10 10-10 FERTILIZER. '•�''�Tr'� R �\.�,0�•
3. THE CONTRACTOR SHALL NOTIFY PLAN APPROVING AUTHORITY ONE WEEK PRIOR TO THE tilerf��l�;s1Ut
Mulchtt
PRECONSTRUCTION CONFERENCE,ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND SITE NOTES :
DISTURBING ACTIVITY,AND ONE WEEK PRIOR TO FINAL INSPECTION.
ttt
} APPLY 4,000RING LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, D AS A OR A MULCH 1. ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER PRIOR TO
ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH 4. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO GLARING
j ANCHORING TOOL. AND/OR LAND DISTURBANCE. START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL
SETBACKS,EASEMENTS AND DIMENSIONS SHOWN HEREON BEFORE BEGINNING CONSTRUCTION. 1
5. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN AND PERMIT SHALL BE
Maintenance MAINTAINED ON THE SITE AT ALL TIMES. 2. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC SHALL BE PROTECTEDp�
I REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED,REFERTILIZE AND MULCH FROM INJURY,AND ADJOINING PROPERTY PROTECTED FROM DAMAGE. U C
t s IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. 6. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ONEH){ kZ C>
O
THESE PLANS(INCLUDING,BUT NOT LIMITED TO OFF-SITE BORROW OR WASTE AREAS, 3. ACCESS TO UTILITIES.FIRE HYDRANTS,STREET LIGHTING,ETC.,SHALL REMAIN _
STAGING OR STORAGE AREAS),THE CONTRACTOR SHALL PREPARE AND SUBMIT A UNDISTURBED,UNLESS COORDINATED WITH THE RESPECTIVE UTILITY. Q
N
SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND TO ice-
NCDENR FOR APPROVAL.CONTRACTOR SHALL PAY ALL FEES REQUIRED AND SHALL INSTALL 4. DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION. 00
NECESSARY MEASURES AT NO SEPARATE PAYMENT. THE CONTRACTOR SHALL PROVIDE THE c/J O �_ N
OWNER AND THE ENGINEER A COPY OF THE AMENDED PERMIT. Z <N `,...--2,
v
5. THE GENERAL CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE UPON COMPLETION OF THE PROJECT
AND AT LEAST ONCE A WEEK DURING CONSTRUCTION. %i <)
7, THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION G1 IE
CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS ��W// el p cE
DETERMINED BY EITHER THE REVIEWING AGENCY OR THE ENGINEER, (NO SEPARATE 6. THE GENERAL CONTRACTOR SMALL KEEP THE AREA OUTSIDE THE"CONSTRUCTION LIMITS"BROOM CLEAN AT ALL ,.O O,
PAYMENT}. TIMES. W ..rj z ._ 0
^t-- C)
� �8 ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL 7. ALL UTILITIES TO SERVICE PROPOSED STRUCTURE SHALL BE UNDERGROUND ON SITE. /� O
TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL �,I Z Qp� U
STABILIZATION IS ACHIEVED.
8. ALL STREET SURFACES,DRIVEWAYS,CULVERTS,CURB AND GUTTERS,ROADSIDE DRAINAGE DITCHES AND ��ii r-+ ,Z
OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED IN ANY MANNER AS A RESULT OF CONSTRUCTION L7 9. ALL AREAS DISTURBED BY CONSTRUCTION UNLESS OTHERWISE IMPROVED SHALL BE SHALL BE REPLACED OR REPAIRED IN ACCORDANCE WITH THE SPECIFICATIONS. ;:::4 p�
SODDED OR SEEDED AS INDICATED AND STABILIZED.
9. CONTRACTOR SHALL MAINTAIN AN"AS-BUILT"SET OF DRAWINGS TO RECORD THE EXACT LOCATION OF ALL Z u
{ ! 10. DURING DEWATERING OPERATIONS,WATER SHALL BE PUMPED INTO AN APPROVED PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE OWNER UPON COMPLETION OF THE
W
FILTERING DEVICE PRIOR TO DISCHARGE TO RECEIVING OUTLET. PROJECT WITH A COPY OF THE TRANSMITTAL LETTER TO THE ENGINEER.
4 1
11. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND 10. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE CONTRACTOR,
AFTER EACH RUNOFF-PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO
DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE GIVEN TO THE OWNER FOR REVIEW,NO
MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE DEPARTURES FROM THE CONTRACT DOCUMENT SHALL BE MADE WITHOUT THE PERMISSION OF THE OWNER. WARNING
F IMMEDIATELY. `-` --
IT IS A VIOLATION OF THE LAW FOR ANY
12. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED BY CONTRACTOR ONCE
11. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES. THE LOCATION OF ALL PERSON,UNLESS ACTING UNDER THE
EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON PLANS AND WHERE SHOWN ARE ONLY APPROXIMATE. DIRECTION OF THE ARCHITECT,TO ALTt:R.
STABILIZATION OR A SUFFICIENT GROUND COVER HAS BEEN ESTABLISHED OR AS DIRECTED BY THE CONTRACTOR SHALL ON HIS INITIATIVE AND AT NO EXTRA COST HAVE LOCATED ALL UNDERGROUND OR REPRODUCE THESE DRAWINGS IN ANY
THE ENGINEER. (NO SEPARATE PAYMENT).NCDENR'S FINAL APPROVAL IS REQUIRED. AND STRUCTURES AS NECESSARY. NO CLAIMS FOR DAMAGES OR EXTRA COMPENSATIONWAY.
SHALL ACCRUE TO
13. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE REQUIRED AT ALL CONSTRUCTION THE CONTRACTOR FROM THE PRESENCE OF SUCH PIPE OTHER OBSTRUCTIONS OR FROM DELAY DUE TO
l �.I REMOVAL OR REARRANGEMENT OF THE STAGING AREA ENTRANCES AND ALL CONSTRUCTION ACCESS LOCATIONS INTO NON-PAVED SAME.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO
UNDERGROUND STRUCTURES. CONTACT NORTH CAROLINA ONE CALL"TOLL FREE 1-800-632-4949 AT LEAST 48
AREA. (NO SEPARATE PAYMENT).
HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL NONSUBSCRIBING 14. WHEN CROSSING CREEK OR DRAINAGE-WAY,THE DIVISION OF WATER QUALITY SHALL BE UTILITIES.
' f CONTACTED PRIOR TO DISTURBING A CREEK. THE CONTRACTOR SHALL INSTALL RIP-RAP WITH
FABRIC ALONG DISTURBED BANKS AND CHANNEL AND RESTORE SLOPES TO ORIGINAL 12. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS,CERTIFICATIONS,EQUIPMENT, ETC.,THAT CONTOURS,BUT NOT STEEPER THAN 2:1 MAXIMUM. DISTURBED CREEK AREA SHALL BE BE REQUIRED.110 MAY /��
t �. .i
STABILIZED IMMEDIATELY.
I0`'
13. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED ,
MAINTENANCE PLAN WITH THE PROJECT AS SET FORTH IN THESE PLANS.
(
' M
J/ i°
14. ALL LOT STRIPING AND DIRECTIONAL ARROWS TO BE YELLOW REFLECTIVE MARKINGS AND SHALL CONFORM TO S
I. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND NCDOT.
OPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL BUT IN NO CASE LESS THAN
& " ONCE EVERY WEEK.ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
` t PRACTICES AS DESIGNED. 15. ALL PARKING LOT DIMENSIONS ARE FROM FACE OF CURB.
2. ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP DRESSED WITH AN ADDITIONAL 2 16. LANDSCAPE PLANTINGS AT ENTRANCE)EXITS WILL BE INSTALLED AND MAINTAINED SO AS NOT TO INTERFERE
I '
INCHES OF#4 STONE TO MAINTAIN PROPER DEPTH. ANY SEDIMENT THAT IS TRACKED INTO
WITH SIGHT DISTANCE NEEDS OF DRIVERS IN THE PARKING AREA AND AT ENTRANCE/EXIT LOCATIONS PER LOCAL
THE STREET WILL BE IMMEDIATELY REMOVED. STANDARDS.
WE Architecture P.L.L.C.
,
I' 3. SEDIMENT WILL BE REMOVED BEHIND THE SEDIMENT FENCE WHEN IT BECOMES 0.5 FEET DEEP
17. SEEDING TO BE INSTALLED TO LOCAL REQUIREMENTS&STANDARD PRACTICES. 7845 Colony Road -Suite 4-234
Charlotte , North Carolina 28226
AT THE FENCE.THE SEDIMENT FCE WILL BEREAIRED AS NECESSARY TO MAINTAIN
BARRIER.SILT FENCE STAKES WIELN BE SPACEDBE 6 FEET APART UNLESS A WIRE BACKING IS A 18. ALL DIMENSIONS AND RADII ARE TO OUTSIDE FACE OF BUILDING OR TO FACE OF CURB UNLESS OTHERWISE Ph: 704.271.9688 Fax: 866.611.)<G33
USED WITH 8 FOOT STAKE SPACING.
NOTED.
4. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY,AND MULCHED
i ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS,DENSE
VEGETATIVE COVER.
5. INLET PROTECTION-INSPECT ROCK PIPE INLET PROTECTION AT LEAST ONCE A WEEK AND
BISHOP CH F,I�
i ,
AFTER EACH SIGNIFICANT(4 INCH OR GREATER)RAINFALL EVENT AND REPAIR IMMEDIATELY.
REMOVE SEDIMENT AND RESTORE THE SEDIMENT STORAGE AREA TO ITS ORIGINAL PARTNI H,NTS
DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF
THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA AND Q D r (�
} REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING. 1.lT SUIT' t�ITY�
f NC
a 6. SEDIMENT BASIN-REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS
WHEN IT ACCUMULATES TO WITHIN ONE HALF OF THE DESIGN DEPTH. PLACE SEDIMENT IN AN ` _._
AREA WITH SEDIMENT CONTROLS. CHECK THE EMBANKMENT,SPILLWAYS,AND OUTLET FOR �J1� �,U A T
EROSION DAMAGE, PIPING.AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. j��L
REMOVE ALL TRASH AND OTHER DEBRIS FROM THE RISER AND POOL AREA.
7. SKIMMER-INSPECT SKIMMER AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL TO MAKE
b SURE THAT THE INTAKE MECHANISM, ORIFICE,OR DISCHARGE PIPE IS NOT CLOGGED WITH
F PROJECT NO: 09023
TRASH OR SEDIMENT. IF THE BASIN IS DRY,MAKE SURE THAT ANY VEGETATION GROWING ON
THE BOTTOM IS NOT HOLDING THE SKIMMER DOWN. TAKE SPECIAL PRECAUTION IN WINTER TO DATE: 4-18 2011
PREVENT THE SKIMMER FROM PLUGGING WITH ICE,
P
DRAWN BY: GLM
11 8. OUTLET PROTECTION-INSPECT RIP RAP OUTLET STRUCTURES WEEKLY AND AFTER
SIGNIFICANT(4 INCH OR GREATER)RAINFALL EVENTS TO SEE IF ANY EROSION AROUND OR CHKD.BY: JRB
BELOW THE RIP RAP HAS TAKEN PLACE,OR IF STONES HAVE BEEN DISLODGED. IMMEDIATELY : y
MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE.
li
9 EMERGENCY SPILLWAY PROTECTION-AFTER EVERY HIGH-WATER EVENT INSPECT THE `+ } C' 11 GENERAL NOTES
4 + INTEGRITY OF THE LINED SPILLWAY AND THE ADJACENT EARTHENED BANKS. IMMEDIATELY I
MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE. REPAIR ANY VOIDS IN THE RIP ,
li
RAP LINED APRONS,RE-ESTABLISH ANY LOOSE STONES,AND FIX GAPS IN THE ADJACENT �`
VEGETATIVE COVER.
SHEET T 1 0
THIS DOCUMENT IS THE PRODUCT AND EXCLUSIVE PROPERTY OF WE ARCHITECTURE.NEITHER THE DOCUMENT NOR INFORMATION R CONTAINS MAYBE COPIED,DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN E'?SPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF WE ARCHITECTURE,PLLC. ©COPYRIGHT 2009 WE ARCHITECTURE_a�+ S i 41.i1 1 C 1 ,

` ry'i \
sx L./ f..�" �"," ,L„ �""�." REVISIONS:
, \ \ OF J.H. BATTS `? i
\ \ D.B. 1651. P. 135 I 6 ' TOWN OF SURF CITY COMMENTS
' \ \ M.B. 9, P. 53 ti: /I\
4 \ 482011
.,....f.
LOT 64
` COMMERCIAL NOW OR FORMERLY �BIDSET4 212011
\ \ 4. MLHL REALTY. LLC f1.
!,4
` NOW OR FORMERLY \ HEIRS OF J.H. BATTS =} A PER ARCH.COMMENTS
_ I 6-7-2011
\ D.B. 3541, P. 260 NOW OR FORMERLY H '=' I
`y SURF CITY BBC, LLC \ i 4 HUD "'
�� S25°a E 210.65' D.B. 3264, P. 106 \ M.B. 9, P. 53 PORTION OF LOT 61 & D i RESUBM111AL 614 2011
LOT 63 PROPERTIES HEIRS OF �` n
SURF CITY PLAZA \ "a. /J`NCDENR STORMWATER&EROSION
_ 10'SIDEYARDSETBACK `� — COMMERCIAL NOW OR FORMERLY D.B.
II M.B. 27, P. 144
D.B. 1980, P. 1 CONTROL SUBMITTAL$ 16 2011
\\
--�\ J.H. BATTS ;�.
COMMERCIAL 1748, P. 72
` HEIRS OF J.H. BATTS MEDLIN A\NCDENR STORMWATER COMMENTS
' i' � \ \ M.B. 9, P. 53 I
0 I \ M.B. 9, P. 53 COMMERCIAL EXISTING SIDEWALK 9-22-2011
�� \ \ LOT 62
\ \ \ COMMERCIAL t
\ \ tFi
s \ s', ° NOW OR FORMERLY �`` -� >>
I
--___ .. i
0
1.':: > 1
\` ��'�y H & D PROPERTIES \ I
{ iI 0 HEIRS OF J.H. BATTS �_ iz f 462E
WETLAND D.B. 1651 , P. 135
I
I I DELINEATION M.B. 9, P. 53 N62°as'so"E 327°14'10"E 170.00' """
I �� LOT 65 — — 1a.a9' ------- — —
{ S2?°14'10"E 210.00' 10'SIDEYARD SETBACK I
I COMMERCIAL + — — -----
10'SIDEYARD SETBACK
I I J 9' I °I t'R
0I(p
°;I I \ -soo �I , d O �W
I I I0 0I :1\,,,',______53.\1,1-11
, ,°'R ,�R kPROFESSIONAL,SEAL:
\ �18'- --26' 23' 2326' 3'RCt V
• QJ""ISOLATED"" \ w L3R mi o 3 R (7WETLANDS "A I !z;► z
\ PROPOSED CHILDREN'S PLAY AREA IIIp - —" n- 111f r�I '� SEE AR N z / a `Y _1I- ��'`„„, .1 /' 1
\s� ( CH. PLANS FOR DETAILS) zI I , N -- ci) ! I� I (� Q A ,v
F� _ _ _ m mt_ m r fit, '�N� CL
m h GARAGES w zw mW =i► c° 1I ❑ O Q I ❑ S CJ]' l I \T6� S24°44'09"- Iw p} I = ,o Q cry cr +` <( SQLz'I I � \fi 1r 7 36.48' ` o !- v j 10d , o ,<
\ > Ir2852Y S36°5T 1rE o r— --- ' D- < d Q Q LY_ . z i W > ~.'.v V�� Q. 3'R1 -EL r, , •,f �LL °'.,°III""" �•``4``It_L t0 ` T • � ._ _ NC>a� °rrl4rttlfilfN\',r1� I N7
tii
VHC ��
Iti / ALUMINUM SECURITYFENCE Al \ ' ��// C H ///////��� ' 1= IzI \ (SEE ARCH. PLANS FOR DETAILS RO�'O / i.VHC 8R °' 6' ! i ; U
co
I AOS0\ 7400,
-, O -- 1 I\ DESIGN BY ' �� I ---- I
CO
I OTHERS 0 I I 3R (3'R UI / t I10R' IC� oI / ,. �,OR 2tlR NIr� :I, , 30'R, �+7 dPROPOSED LARED ( va3IAROAASPHALT PAVEMENT NHANDICAP RAMP(TYP.)' Z a; -��jPROPOSED H.C. RAMP O �___._____�__� SEE DETAIL - VI //
STORMWATER , TURNDOWNSIDEWALK �ti� � _ aMANAGEMENT 2o'R °'R 3o'R Q;' AGEPON / /41k ►I (TYP.)SEE DETAIL . 4F ,aR _. R 1s' . O ;..:
I ) '� ` / 3,- 3'R O 3'R 4JR
( Ini 11C.a ' ' 4*** -OPP 4 ,' _ ___ l' w 'f,., AROA �1�,►' • 100'R I `f8-I--26'--I-18 WQI ( ryp evil �> i. '.:/ z' �� cO
O ,`✓ O off,
l �24 UE q II
GATHERING AREA ���`�V , ,, , �s �, f PROPOSED ENTRY FEATURE
,aR r ,o'R 3R SEE ARCH. PLANS FOR DETAILS "ten "
�� �lrS1 (SEE ARCH. PLANS � ^�,gSA _I O _� ( o
4,...,, ,
o ii I ."-- , /� /� FOR DETAILS) P 1/ fit 4? 2 �, �- HC 3'R ) r,
:'', ' AILS T s'
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ti op.
I ' 1
/ F„ D/NG 1
c7 I Q h Z w Z ':
/ (24 q ' 20'R r
ZI = �2ii/ / v 0 !1 i2L13 ® - d IrAVIOLATION OF THE LAW F OR AN\
por
/ N ,sR _ , V:J 0 W GARAGES /
! 3' ,� ,� ./�' , p w _ Q a ,o O •o PERSON,UNLESS ACTING UNDR'PHE1/1
IDIRECTION OF THE ARCT IITF.CT,TO AI."TER
\----- / ` t3 2oR V '� ~�\�, 111P tit m W Z i1 O ka.< ,, , O ' / y OR REPRODUCF.TEIESEDRAWL1 ` 1 �� N �/9'/� ������,V �, Al
r ~ Wn. ` ,oR _I ;f WAY. NGSINANX
r 8 26' �1Ilk I
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I i { ���+ _ I\ 3 CAR ASH
PROPOSED 5' g� ► AIL' 1 l
ASPHALT .I r- -� I 1
4 I N CONCRETE SIDEWALK PAVEMENT n s >t� '
/ '� --1 9' 1— (SEE DETAIL) N / ,, O 1aR aR /
o�
-_/ /' ® 00 i O fl
O � 20 R 3 R W O 3 R `R 3'R 43R4 /�2OR3R30' i 80'R " I .; _.I ,I °b�. l '.
36R -7.0 0o ®1
j
3R VACUUM �� \V11_110'SIDEYARDSETBACK 26' I 10'SDEYAR —I — (DESIGN BY OTHERS
D SETBA
CK
i
N28 {
_
8 29 72 ----_
SCREEN WALL R 340 Op' .�-� tl
..r: 3aR .; 3o'R(DESIGN BY OTHERS) DUMPSTER PA _, vatz .50 �.�" • 4• • w._
1°-6"CURB &GUTTER 11111
(SEE DETAIL) N14,4i �/ • ;r'• r ' PROPOSED ROUND ABOUT
CARETTA DRIVE wt.'
48 AND ALL IMPROVEMENTS
(SEE DETAIL) '
,____.._- / TO CHARLIE MEDLIN DRIVE WE Architecture , P.L.L.C.
60' R/W (PUBLIC) DESIGNED BY OTHERS
Iiiiiiiir 28'R � 7845 Colony Road -Suite 4-234
' — 226
PROPOSED 5' Ph:a 704.271 9688 rlotte, North CarolinaFax 866.611.9633
NOW OR FORMERLY CONCRETE SIDEWALK
(SEE DETAIL) I
25•R 11
,e•�
SULLIVAN PROPOSED TREWS TYP,
1 SITE DATA VACANT WILL ( ) ('
PARKING REQUIRED 95EI182 (SEE ARCH. PLANS FOR BISHOP CREEK
RETAIL/CLUB 3,500 SF X 1 SPACE/400 SF = 9 SPACES DETAILS)
TOTAL SITE AREA: 14.96 ACRES APARTMENTS 48 1-BDRM UNITS X 1.5 SPACES/UNIT= 72 SPACES \`� APARTME
84 2-BDRM UNITS X 2,0 SPACES/UNIT= 168 SPACES \ .1!✓� � \TS
ZONING: MULTI-FAMILY CLUSTER(MEG) 12 3+-BDRM UNITS X 2.25 SPACES/UNIT=27 SPACES PROPOSED ASPHALT ROADWAY veSS
TOTAL SPACES REQUIRED 276 TO BE EXTENDED AS PART OF 1 AT SURF CITY, NC
DENSITY THIS PROJECT. FINAL DESIGN �_�—.---
LEGEND
FIRE LANE NOTES: TO MEET TOWN STANDARDS. =EXISTING PROPERTY LINE
PARKING PROVIDED �� � � ��
PROPOSED: 144 APARTMENT UNITS (9.63 UNITS/ACRE) REGULAR OFF STREET 237 SPACES 1, ALL DRIVE AISLES AROUND GARAGE BUILDINGS SHALL BE
ALLOWED: 10 UNITS/ACRE DESIGNATED FIRE LANES AND SHALL BE KEPT FREE FROM GENERAL
1L
GARAGES 40 SPACES OBSTRUCTION. =PROPOSED CONCRETE SIDEWALK
TOTAL SPACES PROVIDED = 277
LOT COVERAGE (ROOFED AREA) 2, NOTIFICATION SIGNS SHALL BE ATTACHED TO THE FACES OF EACH j
GARAGE BUILDING. PROVIDE A MINIMUM OF THREE(3)SIGNS PER HC =HANDICAP SPACE
PROPOSED: APARTMENT BLDGS =63,268 SF ACCESSIBLE PARKINGPRO ECTNO:
CLUBHOUSE = 6,362 SF REQUIRED (1 PER 25): 12 SIDE, WITH ONE ON EACH END AND ONE IN THE MIDDLE I 09023
/
/ ,
GARAGES = 11,966 SF 3. NOTIFICATION SIGNS SHALL BE 12" WIDE X 18"HIGH AND SHALL READ
PROVIDED: OFFSTREET: 16 SPACES VHC =VAN ACCESSIBLE SPACE DATE: 3 24 2011
OTHER = 264 SF GARAGE: 4 SPACES "NO PARKING FIRE LANE". SIGNS SHALL MEET ALL APPLICABLE CODES DRAWN BY,
AND SHALL BE INSTALLED TO I////////2
THE SATISFACTION OF THE TOWN OF= 81860 SF (12.6%) TOTAL: 20 SPACES =STRIPING
CHKO.BY: JRB
ALLOWED: 40% 4. FURF SIG S DO CITYIRE NOT PREVENT PARKING IN THE DESIGNATED FIRE LANE,
APARTMENTS:
THE FIRE MARSHAL MAY REQUIRE PROPERTY OWNERS/MANAGERS TO
OPEN SPACE FRONT SETBACK: 25'ALLOWED, 25'PROVIDED MIN. IMPLEMENT ADDTIONAL MEASURES, INCLUDING PAINTED MARKINGS
PROVIDED: 9.86 ACRES(65.9%) SIDE SETBACK: 10'ALLOWED, 10'PROVIDED MIN.
REQUIRED: 30% REAR SETBACK: 20'ALLOWED, 20'PROVIDED MIN. ON THE PAVEMENT IN FRONT OF THE GARAGES. SIT. . PLAID,
I SPACE BETWEEN BUILDINGS: 10'ALLOWED,45'PROVIDED MIN. / / / GRAPHIC SCALE
I HEIGHT MAX: 45'-0" (ALLOWED 48'-0") / / o 25 50 100 150
/ / /
SCALE: 1"=50'
SHEET C-2.0 I ;
{ THIS DOCUMENT IS THE PRODUCT AND EXCLUSNE PROPERTY OF WE ARCHITECTURE.NEITHER THE DOCUMENT NOR INFORMATION TT CONTAINS MAY BE COPIED,DISCLOSED TO OTHERS OR USED IN CONNECTION WRH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF WE ARCHITECTURE,PLLC. ©COPYRIGHT 2009 WE ARCHITECTURE,PLLC

_ __ - - _ ___ ..... I REVISIONS:
_ / _ _ -�,_. _ _ - A.
_ - __ _ _ - 1 A TOWN OF SURF CITY COMMENTS
�= - -� -- - - _ - 482011
�__
il /...._______
"-- --� �'N - A BID SET 4 212011
r ;
0 ` 0 REV,STORM DRAIN SCHED.5-16-2011
\\\\\
'; / 1 ii
L J 4 HUD RESUBMITTAL 6-14-2011
m Z5 NCDENR STORMWATER&EROSION
i
I m �� \ / /1,- ____ / �� - CONTROL SUBMITTAL 8-16-2011
•
I CO --... ------- /1 ( ( "\-_____ ---__ 411' .
...___ 7" )
N
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•II 111 \ �'
) ---) o
-~-� •�` - _�, WETLAND 27.75 ! / 2a.43 ____-__ 28 2a.00 � 1
�� - -''� \\\ DELINEATION \ - - - 1
I �� t`i��...-., 4'1.28./A .:2828(1,"ii
q -- 28.28 {�' / \ k
2� ' I 28.28 r 27.5 I'1� \--EX.INV=25.14
IIII DI-17LIN'27 '� '-. - -__-_--=--
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f'-„ 27.96r 2$.22 / �//
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4
/ 27.63
\\:\
I c \ N �� ! 27;98 2 .T9,r [.0 -�'1
1 ► 2763 / f_ C1.j
\ \
\ \ I "ISOLATED" 11 11-
1111.:1-;75-Th° ,� H-
1 ' 1 WETLANDS �� I /` "71_7„: ,...S.L.r.i, r �27.81 27.5,E
' EMERGENCY SPILLWAY / �� r� I\\ \
6
'�ii� _ i I
25.50i ..._._. _. FFE=29.00\ (SEE DETAIL) \ //
�, `�1 / J 26.: r N 2 _,
8�0 11 INI
N FFE=29.���� -• 140of t.)iD Q� i 2T65\\
i 23 2 .;4•.ir OUTLET STRUCTURE /I (SEE DETAIL) \ /..... ♦ �'„11 zz71
2T.4
-
IM
_APT°i THERE SHALL BE NO a r . .Ire I \\ 135 27T `\\,_.-._______._._. z o PROFESSIONAL SEAL:
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LINE STRUCTURE LENGTH DIA. SLOPE PIPE MATERIAL UPSTREAM CASTING 6' ' TO CHARLIE MEDLIN DRIVE
INV. ELEV. INV. ELEV. RIM ELEV. c' 3,ss i DESIGNED BY OTHERS ,
M FROM TO E -- ` 31.23 I - f
# (ft) (in) (%) (ft) (ft) (ft) Z 7 `\ 1 Jf
1 FES-1 DI-2 103 60 0.50 HDPE 14.00 14.52 25.00 2'x 3'GRATE �/ 1 { r '
2 DI-2 MH-3 143 60 0.50 HDPE 14.52 15.24 26.12 MANHOLE ) (
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1' 3 MH-3 DI-4 132 60 0.50 HDPE 15.24 15,90 25.00 2'x 3'GRATE
4 DI-4 MH-5 127 60 0,50 HDPE 15,90 16.54 26.64 MANHOLE
5 MH-5 DI-11 135 48 0.50 _ HDPE 16.54 17.22 26.29 2'x 3'GRATE {2j
6 DI-11 DI-12 75 48 0.50 HDPE 19.00 19,38 26.45 2'x 3'GRATE
' 7 DI-12 DI-13 115 48 0.50 HDPE 19.38 19.96 26.00 2'x 2'GRATE WE Architecture , P.L.L.C.
1 8 DI-13 DI-19 111 36 0.50 HDPE 19.96 20.52 26.50 2'x 3'GRATE 7845 Colony Road -Suite 4-234
9 DI-19 MH-20 62 36 0.50 HDPE 20.52 20.83 27.15 MANHOLE Charlotte, North Carolina 28226
' 10 MH-20 Dh21 72 24 0.5o HDPE 20.83 21.19 26.56 2'x 3'GRATE r Ph:Charlotte
,1.9688 Fax: [phone]
I 11 DI-21 Di-22 92 24 0.50 HDPE 22.19 22.65 26.60 2'x 3'GRATE ROOF DRAINAGE NOTE: 4
LEGEND
12 DI-22 DI-23 52 18 0.50 HDPE 22.65 22.91 26,50 2'x 3'GRATE ROOF RUNOFF SHALL BE DIRECTED AS SHOWN. ALL ROOF RUNOFF
14 MH-3 DI-7 1001 15 0.50 HDPE 21.00 20.5011 25.00 2'x 3'GRATE =PROPOSED RCP STORM DRAIN MUST BE COLLECTED BY STORM DRAIN SYSTEM. ROOF LEADERS `!11
BISHOP CREEK 14 DI-9 161 15 0 50 HDPE 21.00 21.81 26.00 2'x 2'GRATE
15 DI-4 DI-10 _ 75 15 0.50 HDPE 20.00 20.38 25.00 2'x 3'GRATE =PROPOSED DROP INLET MAY DISCHARGE AT GRADE, GIVEN ADEQUATE EROSION CONTROL
16 MH-5 DI-6 66 15 0,50 HDPE 21.00 21.33 25.98 2'x 3'GRATE MEASURES; HOWEVER, IF SITE GRADES DON'T ALLOW FOR SURFACE )---1r APARTMENTS
17 DI-13 DI-14 106 15 0.50 HDPE � 21.00 21.53 26.00 2'x 2'GRATE
25.91 =PROPOSED SPOT ELEVATION DRAINAGE TO REACH THE NEAREST INLET, IT SHALL BE COLLECTED
1,n 18 DI-19 DI-25 133 18 0,50 HDPE 23,00 23.67 26,76 DOUBLE 2'x 3'GRATE 47 (FACE OF CURB AT GUTTER) THROUGH HEADERS AND PIPED TO THE NEAREST INLET. AT
19 MH-20 DI-26 149 18 0.50 HDPE 22.75 23.50 26.50 DOUBLE 2°x 3'GRATE SURFCITY
NC
27 = PROPOSED CONTOUR
20 DI-21 DI-28 131 18 0.50 HDPE 21.19 21.85 26.90 DOUBLE 2 x 3'GRATE
21 DI-22 DI-24 133 15 0.50 HDPE 22.46 23.13 27.00 2'x 3'GRATE - - - -27- - - - =EXISTING CONTOUR
22 DI-7 DI-8 114 15 - 0.50 - HDPE 20.50 21.07 26.00 2'x 2'GRATE I GF,�I F,RAL
23 DI-14 DI-15 65 15 0.50 HDPE 21.53 21.86 26.00 2°x 2'GRATE =PROPOSED SWALE
24 DI-13 DI-16 135 30 0.50 HDPE 20.50 21.18 25.50 2'x 2'GRATE t
25 MH-20 DI-27 131 18 0.50 HDPE 21.00 21.66 26.50 DOUBLE 2'x 3'GRATE
€ I =DIRECTION FOR ROOF DRAINAGE
4 26 DI-16 DI-17 104 24 0.50 HDPE 21.18 21.70 27.00 2'x 2'GRATE I PROJECT NO: 09023
27 DI-17 DI-18 56 24 _ 0.50 HDPE 21.70 21.98 27.50 2'x 2'GRATE cep DATE: 3-24-2011
28 MH-29 DI-30 53 - 24 0.44 HDPE 23.87 24.10 27.00 2'x 3'GRATE
t--..1 DRAWN BY: GLM
29 DI-30 EXCB 233 24 0.44 HDPE 24.10 25.14 28.31 - CA
30 MH-3 DI-31 61 15 0.50 ' HDPE 21.30 21.61 24.85 2'x 2'GRATE
31 FES-32 OUTLET 50 24 0.50 CL. III RCP 21.25 21.50 - - ;-T4 cxKD,BY: JRB
_ __._. i ._____.____._-
IFES = FLARED END SECTION (REINFORCED CONCRETE).-CO�NNECT HDPE.TO FES-1 PER MFR RECOMMENDATIONS.
i i f DI DROP INLET 1 ---1-"--
GRAPHIC SCALE GRADING PLAN
0 25 50 100 15Q
MH = MANHOLE/JUNCTION BOX Isommom
1„ +HDPE HIGH DENSITY POLYETHYLENE PIPE,_N-12 WT(WATERTIGHT)BY ADVANCED DRAINAGE SYSTEMS, INC.
SCALE:1"=50'
1
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NOTE: ALL LENGTHS SHOWN ARE FROM CENTER OF BOX OR END-OF FLARED END SECTION�_�.r_. _ _._..�___a�. _ _ _-_. .__-. _._�....____ _..-_. __�....w.r..l
THIS DOCUMENT IS THE PRODUCT AND EXCLUSIVE PROPERTY OF WE ARCHITECTURE.NEITHER THE DOCUMENT NOR INFORMATION IT CONTAINS MAY BE COPIED,DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF WE ARCHITECTURE,PLLC, ©COPYRIGHT 2009 WE ARCHITECTURE,PLLC

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CONTROL SUBMITTAL 8-16-2011
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q THIS DOCUMENT IS THE PRODUCT AND EXCLUSNE PROPERTY OF WE ARCHITECTURE-NEITHER THE DOCUMENT NOR INFORMATION IT CONTAINS MAY BE COPED,DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF WE ARCHITECTURE,PLLC. ©COPYRIGHT 2009 WE ARCHITECTURE,PLLC

i 4
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REVISIONS:
' 3' MIN. I .`
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II \ c 4-8-2011
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SSMH 26.988 00 1 6" MJ TEE Q /4\HUD RESUBMIT1'AL 6-14-2011
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1 / :2)
/ � �►� SSMH#6 - U00�1 / RIM=25.99 4f I a O tor WA MET R , u 8"WATERMAIN 411,
i / INV IN -23.74 I LO
14_6 (B OTHERS)
_ N (1) 8"X6" MJ TEE �� HSERIAL11-00390/ \ INV OUT=23.69r ) �� ('�� �IwI / 1-1/2"WATER, I 1 HYDRANT ASSEMBLY to ~� ' PROFESSIONAL SEAL:
R - SERVIC • L A � ) r fry (1) HYDRANT ASSEMBLY/ - �. .(1) 4X6 MJTEE1 •
, 1}4" MJ GATE VALVE P �' $" MJ 45° BENDS
16: SDR-26 PVC:'- am
A �'� 8" SDR-26 PVC.' . 3
/ ` 1 WATER METER ` ..,�" ,'- ; - _._ _ ,pN"uaaaaeiie a '�
} I) .� ■ ■ c (1)8" MJ TEE--'! • " " / CONNECT TO ,..,,,;,;,0;
�>'�/ qR
t / / 6 PVC SANITARY ` \ „ 1 8" MJ GATE VALVES - - • • 1)$ X6 MJ TEE i ;i �. 1
I / F ' „ ( } „ „ (1)6" MJ GATE VALVE ,i EX. 8 VALVE I� i� �It::01:eliiSEWER SERVICE F ` 1 8 X6 REDUCER f IQI oSSMH #5 �2 j -_-. O - --1 / @ 1.0% RIM =26 48 ?$` S 248 LF OF 8" SDR-35 PVC 0.40% C.O. © 183 LF OF 8" SDR 35 PV 0 40% I = ' S 1 a„�, SS a� .. a� ar a� SS SS SS SS SS SS SS SS� .� �``• INV IN = 22.81
� � -�; C.O. 23 I ,'`�7� ``. 7.-' 11FSS;...'-arSS � oINVOUT=22.86 " .'�Q°� � / � - , ' r%�� SIG±�,. ,.! ,° 6 PVC SANITARY vi Y • t~►�
i STORMWATER
/ = 2�8 =� SEWER SERVICE , 411
E;,. "+�� NV IN2 40 (1) 8"X4" MJ TEE RIMS2752� 6" :VA:SANITARY .''°� R ��,,,,,S�,1 4 / ��� OF$„ v 1.rt°, �'' t'' O " �� 1 4" MJ GATE VALVE ( '�•aaaata,,,aa,
MANAGEMENT ' ` O/p @ $� .UINV OUT= 2'.35 ( } INVIN = 2036 - SE SERVICE ff1-1/2 WATER M TER / @ p ,� 1I PONDU F �i \ 4p/ INv OU = 0.3 \ / @ l I
2" WATERS RVICE F,4fili27 �,'`. `� '— +►M ' ' 1 f t
I •
,-."''� or/ 6" PVC SANITARY �-� lippRssi,mmF12#7374
�'� 2" W�1TF�R MET. I' 1 �-
` �T.l SEWER SERVICE r r r..r.r..r r �._` �. i�// 2-1/2" WATERI ,' ii�' -��j'"��� /_r o t t r,r.t /1 4" DIP FIR LINE SERVICE /c.o.
� rt•
/@ 1.0/o , i! ss / -SSMH#4 'I1 ��, `o. 2Q0 tF�.` O RIM= 27.06 t•----� I ca ` J{' i I ' '� � �/'�`� .!'� �� A. �� ®p8�of r- .J INV IN =22.01 1 �f '/ 416)U
4" DIP FIRE LINE F, �, 10 @�QOoo \J ' �, l IN U = 1.96 ■ N w ; z o o
i i 1-1/2 WATER METER 1441111111/4:-
0 2?5Q CV
I _ a ,_ SSMH #1 - NI 1 4 .. \ssV I2 0 RIM 25.95 / v Cl `;i i ;: � ct
0 N '� INV IN - 19.58 / ohoi' \ �' `' " ;� �l �i , �~ �, < _ «sN „ oo (BYOTHERS, LOCATION TO �' ``� 4t.. cv
1 ,- .ems* 4 DIP m ': C.O. w 4 DIP FIIR LIN 2 i BE CO RDI AT z °' 2 o i
�- 2"WATER ""'" IRE LINE v> ,_ � 6 O N EDI WITH _ USERVICE12 �_
rr1)4hiMJ900B 0�- > _
1 1 \ COI �' + ' it
_.SEWER SERVICE 1 o ,-
1 1 _ . `�-_...� jiiimmr,, �``� (1)6 MJ TEE • - '- �aao @ 1.0% � ►1 ' � 6 PVC SANITARY�,• ` y�/ !rWrd � � vI I , (1) HYDRANT ASSEMBLY „ I ' MC.O•' C p SEWER SERVICE WI I (1) 6"X4" REDUCER r - 1.0/o a.) 0 r--
1 . �/ r .., ati / , n �. ° �/ Z Q �
rill,.
' / / l / le i,.i i'i irt-tiii, :,wit '., . . 1.. .. . .,,i sawmill j '1""1 i [' 1 h i , 111•811iIllidMill11111211�I1111B i • - �+
W T ME 1" WATER --/ (1) 8"X6"MJ TEE 1-1111 I \ ` - n - - (,I�/ / \\ "' j METER (1) HYDRANT ASSEMBLY 0 an o
(0 ,--• / I 2-1/2 WATER SERVICE A ..- z
,/ Ir I I =-- 1-1/2"WATER '�
g ri> .i � 1 , 7 xi _ S ICELij
I ! (1) HYDRANT ASSEMBLY 3 p3( ,`, / M yERVi frim/Ilmli
:.. .'r,- — I -----,, w w --w rn —M. r .. - Orr W W. W-�-w—.-
2 PVC � ..,.,..., -w---- SNP'—W� �, . .. : r ,.. W w w—w--w� w w___w—vu.--- w--i�i �',,--w—w � WARNINGSDR 6 . .,.,- SDR 26 P�/C • T -=--M•w—w—yr--W W— 1 t+ ._. , i 0,02. „:....,--____ ____.
•� ITISAVIOLATIONOF"rHELAW PORANY
(1) a°x6°MJ TEE-�� CARE` TA DRIV - � PERSON,UNLESS ACTINGIJNDERTHE(1)8"X6"MJ TEE (1) 8"X6"MJ TEE DIREcr1oN car THf.ARCHrrrrr,Ta AI.Tr:R
1)6" MJ GATE VALVE 60' R/W (PUBLIC) (1) HYDRANT ASSEMBLY 'r�( 7
oR Rr eROD�cr;THsE DRAWINGS IN ANY
� ' I CONNECT TO (1) 8 X4 MJ TEE' I 0)8" MJ TEE " " WAY.
a I EXISTING WATER MAIN - _ (1)8 X4 MJ TEE (1)8 MJ TEE 8" WATER MAIN t
* DEH SERIAL 10-00342 (1)4" MJ GATE VALVE -'(2) 8" MJ GATE VALVE
(BY OTHERS}
I
-- -- I� 4t, = "� "' I DEH SERIAL 11-00390 ___
, ' I C
CONNECT TO EX.8"GALVE \\\‘ N„ ..///i j
) p4 Z'IL 1 1\\ /1/ tc3
„. 1111 (c' i
M
7 qE I
q
. 2 8" MJ90° BEND .a i.: 1
;� O � � � I FIRE LINE NOTE:
�,. v "' I = u) e AN RPZ BACKFLOW PREVENTER (WATTS 909 OR
NOTE:
' BACKGROUND IMAGE REPRESENTS r' ` �' ~ WILKINS375) SHALLBE INSTALLED ON ALL FIRE
�� f NOW OR FORMERLY �, '_ LINES INSIDE EACH BUILDING'S RISER ROOM. SEE
�I UTILITY PLAN BY MICHAEL C. GALLANT, , z -> T\ ' PROMENADE AT SURF CITY �� o PLUMBING PLANS.
l t P,E., P.A., FOR SURF CITY PROMENADE uffWE Architecture , P.L.L.C.
1 ` I a 7 I- < i7845 Colony Road Suite 4234t � ; ,�-, DEVELOPMENT AS PROVIDED BY TOWN[Li
�, � v�� , ! I PROVIDE SILT FENCE AS REQUIRED ., - z
i OF SURF CITY. t a_ C Charlotte, North Carolina L8234
1 \ \ �> >�\ TO PREVENT SEDIMENT FROM I. I
u
Ph: 704.271.9688 Fax: [phone]
` 26
\ 'T WASHING INTO WETLAND AREA. t N « t� U "' 0 NOW OR FORMERLY
‹ i 0 ` �� �� w <L) , , - SULLIVAN
a 1 J UO
LEGEND BISHOP\ o I EROSION CONTROL NOTE:
SHOP CREED
I �. ' I I — CONTRACTOR SHALL BACKFILL TRENCH AND -, W W W =
sr 1ti � `�� T 1 y F PROPOSED WATER LINE APARTMENTS
l
w ` `1 STABILIZE DISTURBED AREAS ON AN "AS YOU GO'v' a —ss ss ss-- =PROPOSED SANITARY SEWERl 1 �f-\T
t + \ �� + ;. ,-` rn fl BASIS. ADDITIONAL EROSION CONTROL - c
�' '� < <— <" MEASURES MAY BE REQUIRED AS DIRECTED BY -
=PROPOSED SANITARY SEWER MANHOLE AT SURF CITY, NC
�, \, \ v ' ' ' ENGINEERING NCDENR. - `_1
1T' a l.-L QR ,� ` I- W =PROPOSED HYDRANT ASSEMBLY
FI= i ICU 8
iz = m G IH ERAL_,
J f-
i I �`� �, / ° a i , ,t W ►� PROP GATEVALVE '`Ig p (1)$" MJ TEE _ ooi , o0 o°y- c01 O°1 -DOY °° 1 C.O.flO :=.
PROPOSEDCLEANOUT' 1 (1)8" MJ GATE VALVE M - ,�.---w—w ---w-'`'-w--w w8fitOW w iZ1 "[, PROPOSEDWATERMAINFITTINGS PROJECT N0: 09023 �_
DATr: 3 24 2011g 3 15u�Tx $NIE _ —w_� �o°' �_wo �o° oo—T—goo '`� btif----too too Lo° ao c — oo _ ,_-.______.___y� oPROPOSED WATER METER
{ I _ `. w.---"' (P LIMITS ' ° \ XJ-� t- 14144010., DRAWN BY: GLM
J , •
-- .'k'" 6a '� Q i c HKID.BY: JRB
j,,,,, ,,,,,,e,...,......;_____ ,o -r
w''" /0. '
w-'"W�� ,..0,--
LIMITS LIMITS OF '� ��
ij
4�---'`O° DISTURBANCE NOW OR FORMERLY I _ UTILITY PLAN
��i�!>=--`k°°s ....„--,. (TYP.} SULLIVAN GRAPHIC SCALE
NEN" A6"- ,, L1VAN �-
0 25 50 100 150
�, r,u t T\1AA1
SCALE 1"=5 SHEET C-4.0
THIS DOCUMENT IS THE PRODUCT AND EXCLUSIVE PROPERTY OF WE ARCHITECTURE NEITHER THE DOCUMENT NOR INFORMATION IT CONTAINS MAYBE COPIED,DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF WE ARCHITECTURE,PLLC. 0 COPYRIGHT 2009 WE ARCHITECTURE.PLLC

REVISIONS:
1 / , I 1 .
A BID SET 4-21-2011
WET DETENTION / SEDIMENT BASIN NOTES: �
1. THE PROPOSED WET DETENTION POND SHALL BE USED DURING CONSTRUCTION /�\HUD RESUBMITTAL 6-14-2011
AS A SEDIMENT BASIN UNTIL THE SITE IS FULLY STABILIZED. A NCDENR STORMWATER&EROSION
2. THE CONTRACTOR SHALL CONSTRUCT THE SEDIMENT BASIN TO THE PROPOSED CONTROL SUBMITTAL 8-16-2011
DEPTHS OF THE WET DETENTION POND AS ILLUSTRATED ON THE PLANS AND
/ INSTALL THE PROPOSED OUTLET STRUCTURE. ONCE THE OUTLET STRUCTURE
IS IN PLACE, THE CONTRACTOR SHALL IMMEDIATELY INSTALL THE SKIMMER TO
THE PERMANENT POOL DRAWDOWN ORIFICE.
•
/ .-..A .
3. ONCE THE SITE IS STABILIZED THE CONTRACTOR SHALL REMOVE ALL SEDIMENT
v---__ ,_....
\s12o FROM THE BASIN AND ESTABLISH THE FINISHED GRADES OF THE PROPOSED illIllilliiii <>'llIlll%114bio, .,
+ 3165 9 6"= WET DETENTION POND, INCLUDING THE VEGETATIVE SHELF.
4. REFER TO THE SEDIMENT BASIN DETAIL FOR THE REQUIRED SEDIMENT
\ DURINGELEVATIONS CONSTRUCTION. I
\ \ OF J.H. BAITS
D.B, 1651 P. 135
M.B. 9, P. 53 N-0 1
� i
\ \ \ LOT 64 NOW OR FORMERLY
. „
-....... . .
_____
\ COMMERCIAL MLHL REALTY, LLC
,.., , ...
\ HEIRS OF J.H. BAITS
NOW OR FORMERLY \ \ D.B. 3541, P. 260 I NOW OR FORMERLY H
/ • •-..
SURF CITY BBC, LLC \ M.B. 9, P. 53 ', PORTION OF LOT 61 &D
PRO S©F
\ NOW OR FORMERLY D.B. P J H O.
BATTSR
D B 3264, P. 106 LOT 63 m
-- . — .�.'., COMMERCIAL
III \ \ 1748, P. 72 D.B. 1980, P. 1
S
•
M B. 27, P. 144 COMMERCIAL \ r HEIRS OF J.H. ATTS MEDLIN M.B. 9, P. 53
{ 53 COMMERCIAL
! • \ M.B. 9, P.
\ OT'62\
I \
L
I COMMERCIAL
( \ OFFSITE AREA DRAINING TO
I \ SEDIMENT BASIN(2.59 AG.)
•
,, SEE DRAiNA GE ARFr4 MAP,
_.___,. EET -3.1 mc�
• C ��
SH
PROFESSIONAL SEAL
\ \ \ 6'S2 V\I
I
,
\
& DPROPS \ -N 46263A
NOW OR FORMERLY
•
H
RTIES
----HEIRS OF J.H. 13ATTS °.° \ \ ® ''
esls IIIr ,�I D.B. 1651, P. 13 w \ .1y. t0
Ol p ! use
I. \ DELINEATION M.B. ° ° , ° ° °p a ° °O,° ° ► ,• ! I ft iffr
'
WETLAND B9P5 �t
i
I
LOT 65 - � , .,ter ♦��
COMMERCIAL l•. o
Q
• X
i ` t'1 .,,.... y4\ •fNN t.�; \\ /�j /,rfl: I I � p `✓C i'M1 .! p
7.. w:
RIP RAP \� t wn r ..--'
• ` SILT FENCE - ' / �i ! : ` ���,.`
APRON#2 I+! �/ ���'i''", �`'.�s��p
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401 ..x
d
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of } P. r ' / a ( 0 r
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o
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8
t. a
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WETLANDS I 1 I '' -\ 1 w d
ii
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•
1 ° { C7 w ,�'� I va/I(it a � � ti I sit d.
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,•—i
:
i
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i t1xi
NOW OR /f jFORMERLY -w �� ti - r, _ , 1.;11! Q';'
iL7SULEIVAN ` ' �, ..:!: z �,L _ a \ lip. t :1,:i1"-11,
; . �� �� F :!. r 1 l� cti ^U�C7MLNADE AT / o ' \ / i , 'I � \ 1 rVACANT WILL_ § \ 0 -
JRF CITY NOW J
96E�182 / /i _ a p
�R FORMERLY fi i> ' 1 �
f / • A4L PERIMETER EMBANKMENTS SHALL BEti� � ' ai v ,_ d
13, 3682. P. 190 . . , -/ ._.._. ,', ..f oo \ STABILIZED.WITHIN 7 CALENDAR PAYS FROM THEpr " { '-` �r>` ® v
t
RESIDENTIALf \ ��`. ___ 4 w
T t LAST LAND DISTURBING ACTIVITY. SEE NO E 4 •, / j
��_"'_ -�- /r' t '` ! ;!?1 =0
T k
UNDER EROSION CONTROL AND SEQUENCE OF �� , / ' ,
I
i ////
" / ` f � CONST RCITON NOTES",SHEET C-1.0 ' 1 n �i7!. ,> u /,rivw TEMPORARY ,--I = �" 1112.5f14i...41.14 CONSTRUCTIONF.r.
LIMIT OF DISTURBANCE . I .1 \ >. (T P.) /4":4
i7r� -�_��Sh f ENTRANC n
E
1<riasii
(TYP•) SEDIMENT BASIN/' N " ""`4: !, .
t
tea• r� l I,,,"'!�'• ', ,. •
/ i._1 ,^T ,,, ...:tr.9 h ,, vT S/... .,.,...w. .. IJ
STORMWATER POND // It \ `\ • I
•
J i D
,X
y art+=.: `. • a � �' 0
lI l
G' '.., , ,. I j
,.Ill 1 TOTAL DRAINAGE /h ; , '
,
n. -• i
ALL PERIMETER EMBANKMENTS SHALL BE • it'.
. � � � � ,: ...„ + � �,.�_ .. -'_ __ ,. •....; :, i ,` `, I ._f ` _-'; _.o / ,, ^ ` I „ ,,.., 1 ROCK PIPE INLET
AREA=13.37 AC., lti r ~x 's'("� / I ...1. Mt,..:'; 1 ;STABILIZED WITHIN 7 CALENDAR DAYS FROM THE ') // „ t1 h {.. , �.;. \ C SEDIMENT TRAP
N TOTAL DISTURBED i , /! : '. 'j _w_ fl I nLAST LAND DISTURBING ACTIVITY. SEE NOTE 40 ® � :. •` 'oat.• ,. %,._. !/ ", l �r� `, 27r :: .
= 1 1� , { y o (SEE DETAIL)
` ;.AREA 10.78 AC.} , �. ; • i; ''UNDER"EROSION CONTROL AND SEQUENCE OF }.'
f
• f I. '
CONSTURCITON NOTES SHEET C 1.0 �' :, I !, I , I _.. II
1 ! ,, , .- t. I� >." � � � Y r � � I WARNING
i . ( • ..,,,,, ,. .,,,,, ,_. , } �, I, ,y - , \ ;; 1 I'i'IS A VIULi1"I'IC>N OF'I'HL Lr1W Puit 1�,`v
f ,,, e :.;... .. „, Y �••,� RSON,UNLESS
rok...\11,-
yr r I slS t }
iUNDER'ME
f PE ACTING UND
,I Yt F �� 1 � j �i\ 1: s/' DIRECTIONOF'I HI .AR I{I '...,. ,. ,. -,...fi .�,r, C 1 EC1"TC�
z ALTER
a r \ .,.b `•v' "`L._. ii .=j.... \ / s�f � /' l'!I t f
�.\ p.,\ hh
lV N J ti..`` S , .. �, ' t,'M1 �, w /; + ii I 1 \ w:riuJ
Y OR REPRODUCE THESE w
: . \ ii I / i
I BSE DRAWINGS
_, ,,, 'C`^^}",. ,... WINGS �
\j :: AN
r I 1 ( r \ 1 WAY,
i
, ' • \\ ` ‘ \_U__________---- \ , ., .... i ,,:>.;--- ,,,,',.:---',,,.--
i , 1 c:, i. ..-.. t1/2„,,,,,.,,,,
1�
•.• 2 \' ,: �,.,T ,�-,.,; i.. I II 11.//://' //N
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'
/ • , 'I`EMP // ///.. /. •/ , ti jj INLET PROTECTION- @,I L
(`JRARY STOCKPILE A�2EA .
\ EDTAI \ • r ( )
Q 1 /
•s ma/ /ey f, / 1 ^ r.
R P RAP •--' / /. /' /— ^�e "`! / / / �' .. • - - ;c s. r .\ �. k
I , ' \ \\\\NA7Ocii\Vi \ a \ . { �\ \\\ � `J / i t. ..\\ \ . _\ \\ \ \ '�\ \ \� f INLET PROTECTION i 73 `� / a I_t i'�.w /� a TYP. w. 1 M
;.•- 11"11., I': a s' 15 . ' a � u';:v - �° rc�.'. 'tea' _.,'4 .{ '..: ' ‘1'•••F i .,-,_.I.I �� 2, tI• ( I/ I �: "`,. '> i �' oLIMITS OF/' � �..� ,,��,• r \ ,.../ i 'I 1 DISTURBANCE
:.! �. • .tea _ '
,1 L.
i 0 Z
•
•
O „J`.,,-''z•� ...'_r, -x� ...� •
25 ....�... _ `�J .. ...., . 3._... _ ,......_. .m ___....-....u. ,l,/'/_ _ _...qYa,..' � � �vO
F— _ _ aT ...,_ , a,F LOD...� _ WE Architectur
0.11.1,0411+
w aoi ee� aor ao ooi°f --;' , — -,'' /"— e P L L C
__. — - 784
Q --zn— —�. _ —_— = �"--� � \ 5 Colon Road
W r3` .._. �� tut -
I Dz ° a ° ° ° a ° ° CARETTA DRIVE`:, �r 1
LOD I.J�o top L o L D Lo ° L�OD°'\ ° Ldb °• 'iod°', a o- LSD n ° °L08 ° L�D L� �oD o \\ ,v , $ t harlotte, North Carolina 8 6 28226
e I ' LOP LOP LOD Ph: 70 Fax: > .
E Z Ob. • .�.4�. �B } 4 2
r
r
V • D Lt7D LOD L D ;LOD--r OD LQD LOP ��
w
.._. ;,, ,_, NOW OR FORMERLY '"
_
too 'Ski 1
Z "�� f;� ALL PERIMETER EMBANKMENTS SHALL BE SEDIMENT BASIN F31$TURBED SULLIVAN ;" � '�1 too ����©� � E��
Lt" '''' STABILIZED WITHIN 7 CALENDAR DAYS FROM THE DRAINAGE AREA(10.78x4C•) VACANT WILL 2,'
W
W \ ` LAST`IAND DISTURBING ACTIVITY. SEE NOTE 4 95Ei182 SILT FENCE ' r` [Q i
( ) APARTM ��TS
UNDER"EROSION CONTROL AND SEQUENCE OF \
TYP. / \
F -
CONSTURCITON NOTES",SHEET C-1.0 \ �'
ATS URF
, ,
• sLr011 CITY
'
NC
Y.
LEGEND GENERAL
=PROPOSED RCP STORM DRAIN
III =PROPOSED DROP INLET
t PROJECT NO: 09023
LOD =LIMITS OF DISTURBANCE DATE: 10-25-2010
❑ ❑ ❑ ❑ ❑ =SILT FENCE DRAWN BY: CWM
111 =PROPOSED INLET PROTECTION CHILD.BY: JR_B
I4 =PROPOSED ROCK PIPE INLET PROTECTION EROSION
E
r
GRAPHIC SCALE CONTROL PLAN
ti
0 30 60 120 180
SCALE: 1"=60' SHEET -C 6.0
THIS DOCUMENT IS THE PRODUCT AND EXCLUSIVE PROPERTY OF WE ARCHITECTURE.NEITHER THE DOCUMENT NOR INFORMATION IT CONTAINS MAY BE COPIED.DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF WE ARCHITECTURE,PLLC. 0 COPYRIGHT 2009 WE ARCHITECTURE,PLLC

,i " REVISIONS:
RAD, ASPHALT 3,000 PSI CONCRETE
12" - 12" - 1/$ 1/8„
11 'aRESERVED' / vAN ° - �I\BID SET 4 212011
PARKING s'° • a 4 4" 4 A REV,STORM DRAIN DETAILS 5-18-2011
( I t R7-8a a a ° ° 1" 6" CONCRETE
'` ACCESSIBLE 21 x6 ° < • 4 4° a ° .
I - � �3\HUD RESUBMITTAI 614 2011
���/ 11 I I ��2„ :��,�, aWein'T`�g��«�to fJ!.1::
18" iESERVED 1/2" JOINT � �i l4\NCDF.NRSTORMWt1TER&EROSION
�I yDUMMY GROOVE / ;��1.
I / ..laT.. �I el,_'
1 I ////i 'D/� \ \ COMPACTED SUBGRADE TO
/ '% MUTCD EXPANSION JOINT CONTRACTION JOINT \ //
NON-SHRINK GROUT /\ �\ /\ /\ 95% STANDARD PROCTOR(SOIL-TIGHT) .4. / jy R7$
HDPE PIPE \ _,J/C
18" VARIES (SEE PLAN) g 12°x18" ,000 PSI
f 11
( _ 6" ,j CONCRETE ASPHALT TO CONCRETE PAVEMENT TRANSITION
,�� . 1/4" PER FT,
III ( - - .. --•-•--• Agri IMr ° NOTTOSCALE
/ MAXIMUM,11 r t 4" °
1 i ( A
19- --''
PENALTY 1 I „ 11
$ 250 `�MAXIMUM t2 4 SECTION VIEW
r r r r�r-r lip.,r v PENALTY 9" R7-89 4 4 4 •° - 6 ASPHALT ` 2" S 9.5A SURFACE
4�t 4 a PAVEMENT �� �\ COURSE
•`_"` ---'�- LL ' 6�-� / 0 .,, 6" NCDOT CRUSHED STONE AGGREGATE
I ' ( v I) BASE COURSE 100% ASTM D698
( PAVEMENT/GRASS 9 1� '�� / / COMPACTED SUBGRADE
1111 ^'f"I"�:.".'"I`.Wgio 100% ASTM D698 TO
, i ( , ••() -•- r 3 .. -�rx ' 12 DEPTH
Iwo �•. i . .r.•.�.i
ti
LIGHT DUTY PAVEMENT SECTION
d TYPE 1:SOIL-TIGHT USING NON-SHRINK
(\ GROUT AND CORRUGATED PIPE 1/2"/2" EXPANSION JOINT- MAX. 50' O.C. NOT TO SCALE
NOTES: & BETWEEN STRUCTURES
1. METAL POST AND ALL HARDWARE SHALL BE GALVANIZED STEEL,ASTM A307-90.
I `I SEE STANDARD DETAIL STD-201 AND TECHNICAL 2. POST HOLES SHALL BE FILLED WITH GRANULAR BACKFILL IN 3-INCH TO 4-INCH LIFTS. V
NOTE:5.04 HDPE CONNECTIONS TO MANHOLES AND STRUCTURES THOROUGHLY HAND TAMP EACH LIFT AND CROWN BACKFILL AT TOP TO SHED WATER.
FOR INSTALLATION RECOMMENDATIONS. •
3. CONCRETE FOR FOOTING SHALL BE PORTLAND CEMENT AND HAVE A MINIMUM .. , .' •
PROFESSIONAL SEAL:
COMPRESSIVE STRENGTH OF 3000 PSI.
1 UPDATED DRAWING TJR 02120N7 CKS ' '
NOTE.ALL DIMENSIONS
02007 ADS.INC REV. DESCRIPTION BY MAWDm CHID ARE±1�FOOT. ) 4. SIGNS SHALL BE CONSTRUCTED OF ALUMINUM,TYPE 6061-T6 AND IN CONFORMANCE y'
ADVANCED DRAINAGE SYSTEMS,INC.CADS')HAS PREPARED THIS DETAIL BASED ON INFORMATION PROVIDED TO ADS.THIS DRAWING IS ''- ORE WITH ASTM STD B-209.THICKNESS SHALL BE 0.80 INCHES. VARIES r
INTENDED TO DEPICT THE COMPONENTS AS REQUESTED.ADS HAS NOT PERFORMED ANY ENGINEERING OR DESIGN SERVICES FOR THIS 6'-O" C 6'-'0 �"'- a��4��t���l/ll�dO/ye
PROJECT,NOR HAS ADS INDEPENDENTLY VERIFIED THE INFORMATION SUPPLIED.THE INSTALLATION DETAILS PROVIDED HEREIN ARE GENERAL SOIL-TIGHT STRUCTURE ;; ; I' 9" 5, TOP EDGE TREATMENT FILM SHALL BE 3"WIDE CLEAR AND TRANSPARENT WITH A LUSH W� ` ,�� (a,r�/.�I (� //
I ` 4640 TRUEMAN BLVD �,,, " , jJ/
RECOMMENDATIONS AND ARE NOT SPECIFIC FOR THIS PROJECT,THE DESIGN ENGINEER SHALL REVIEW THESE DETAILS PRIOR TO ' ASPHALT illti
�v' ;• ±��,• ,'���,t o/ `�CIVIC lON TYPS I DSIAII 1111 11 ti HILCIARD,oHroa3o2e s �I`.CONSTRUCTION.IT IS THE DESIGN ENGINEERS RESPONSIBILITY TO ENSURE THE DETAILS PROVIDEDHERENMEETSOREXCEEDSTHE -'•` NTS SUB-RESISTANT PRESSURE SENSITIVE NON-YELLOWING ADHESIVE, "SKOTCHCAL" GROOVED CONTRACTION '' �j'APPLICABLE NATIONAL,STATE,OR LOCAL REQUIREMENT'S AND TO ENSURE THAT THE DETAILS PROVIDED HEREIN ARE ACCEPTABLE FOR THIS .w "wxunE smcua.c.PROJECT. DRAWING NUMBER STD•202A '-' I I +�� +'•TRANSPARENT FILE#639 OR APPROVED EQUAL.
C6, REFLECTIVE FACING MATERIAL SHALL BE SCOTCHLITE HIGH INTENSITY,MANUFACTURED JOINT 5'-0" d a a SEAL
' ; 1 BY 3M COMPANY OR APPROVED EQUAL. PLAN VIEW a °• 44a. 02` 2
7. SIGN LETTERING SHALL BE NPS MODIFIED CLARENDON TYPEFACE. UPPERCASE LETTERS SLOPE ° 4 • SLOPE° ° ° - " ' .'• ! �"
� -1� SHALL BE 3.75" HEIGHT AND LOWERCASE LETTERS SHALL BE 2,5"HEIGHT WITH 3.75"
i SPACING BETWEEN LINES. SIDEWALK DETAIL ° ° a �' <-�'' e�
Q t*httttit 1
8. CORNER RADIUS OF SIGNS SHALL BE 2.5" NOT TO SCALE .a' ° a .a a' • a
I ARROWS SHALL BE 5.625"LONG BY 3.75"HIGH. . ° Q . 4•
9. MOUNT ON BUILDING OR METAL POST AS DIRECTED.
1 t
I t
1 !
RECOMMENDED MINIMUM TRENCH WIDTHS HANDICAP SIGN DETAIL HANDICAP RAMP
,
I ' /�4/>\/);W�I��,��/��/:/.444$ $FINAL PIPE DIAM. MIN.TRENCH WIDTH
/` NOT TO SCALE TURN DOWN SIDEWALK
, `��/`����j`��j�`��/`��.VZ�`� , BACKFILL 4" 21' NOT TO SCALE O.l MIN.COVER TO \`//``/�`/�;�`��`r`�`�/`�`/�`��• MIN.COVER TO 6„ 23. CD
��� �I �1♦ [ Z O
RIGID PAVEMENT,H .,I. ✓4, �'GG'/el\-. p
���j�i�I��������I���i/��j���j��j4 FLEXIBLE PAVEMENT,H 8" 26" - °C)
%��\�`�/���`����/:%4'C�����\� 10" 28" N N r-
6'
1 r >� 4 / I I
12" 30" SIDEWALK I 0
,. ,•t, CCT) C� N
i Z aJ
1 SPRINGLINE : k;
INITIAL BACKFILL 18" 39"
"mot Gt<< 24" 48" •v \\i� \ \4:i\�'������\��'> p O
I`I '� ` ._._. r HAUNCH 30" ss° / PAVEMENT CURB 12:1 MAX. W d O
U
II .Y 4"FOR 12"-24"PIPE J j/% BEDDING
SECTION A-A III '~
42 72 GATES-SHADOWBOX O
6"FOR 30"60"PIPE SUITABLEZ 1
MIN.TRENCH WIDTH4 FOUNDATION 48" 80" FENCE or
11°t NOTES: (SEE TABLE) 88 DOUBLE GATE g ,---1 d r._
I. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321,"STANDARD PRACTICE 60" 96" A>
FOR 10:1 o
UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW ,141111 Z
1 APPLICATIONS",LATEST ADDITION MINIMUM RECOMMENDED COVER BASED ON SHADOWBOX FENCE-
VECHICLE LOADING CONDITIONS COLOR TO MATCH BLDG. , ` W
2. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL SURFACE LIVE LOADING CONDITION ` 5' 6'
r MATERIAL,WHEN REQUIRED. PIPE DIAM. H-25 HEAVY CONSTRUCTION
0.
(75T AXLE LOAD)'
3. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE,THE CONTRACTOR SHALL EXCAVATE 6"BOLLARD /�
I ! TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY 12"-48" 12' 48" 8'0"HIGH \
THE ENGINEER.AS AN ALTERNATIVE AND AT THE DISCRETION OF THE DESIGN ENGINEER,THE 54"-60" 24" 60° \ 15' /,.- WARNING
TRENCH BOTTOM MAY BE STABILIZED USING A GEOTEXTILE MATERIAL. JU `� //' IT IS A VIOLATION OF'I HE LAW FOR AN Y
'VEHICLES IN EXCESS OF 751 MAY REQUIRE ADDITIONAL COVER / 18'-4'=
to / PERSON,UNLT SS ACTING UNDER THE
4. BEDDING: SUITABLE MATERIAL SHALL BE CLASS!,II OR III.THE CONTRACTOR SHALL PROVIDE MINIMUM RECOMMENDED COVER BASED SCREEN WALL FOR DIRECTION OF
DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER.UNLESS OTHERWISE NOTED BY THE NOTES: SLEEVE HE ARCHITECT,TO AMER
ENGINEER,MINIMUM BEDDING THICKNESS SHALL BE 4"(100mm)FOR 4"-24'(100mm 600mm);6`(150mm) ON RAILWAY LOADING CONDITIONS (DESIGN BY OTHERS) 1) FOOTINGS SHALL EXTEND 18"MINIMUM BELOW GATE STOP OR REPRODUCE THESE DRAWINGS IN ANY
I, FOR 30"-60"(750mm-900mm). PIPE DIAM. COOPER ADJACENT EXISTING GRADE BELOW FROST DEPTHS WA}''
P E-80" •,r---{J ��,_1 ' ,. 9" PER LOCAL CODES.SEE SOILS REPORT FOR ANY
5. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I,II OR III IN THE PIPE ZONE EXTENDING UP TO 24" 24" ADDITIONAL DESIGN CRITERIA. SECTION A
NOT LESS THAN 6"ABOVE CROWN OF PIPE.THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR D v `� a d B
MATERIAL SPECIFICATION TO ENGINEER.MATERIAL SHALL BE INSTALLED AS REQUIRED IN ASTM 30"-36" 36" : a a
• 2) ENCLOSURE SHALL BE SHADOWBOX FENCE FLARED WHEELCHAIR RAMP
D2321,LATEST EDITION, 42"-60" 48" 6"BOLLARD:.-
°'° • 5'-0"HIGH(TYP1;` #5 BAR± " COVER IS MEASURED FROM TOP OF PIPE TO BOTTOM DROP CURB
6.MINIMUM COVER:MINIMUM COVER,H,IN NON-TRAFFIC APPLICATIONS(GRASS OR LANDSCAPE a CONTINUOUS (TYP) )
AREAS)IS 12"FROM THE TOP OF PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BE REQUIRED OF RAILWAY TIE. 1 O d .4 0 4 #5 BAR CONTINUOUS
I TO PREVENT FLOATION. FOR TRAFFIC APPLICATIONS,MINIMUM COVER,H, IS 12"UP TO 48"DIAMETER --E-80 COVER REQUIREMENTS,ARE ONLY APPLICABLE - • 4 c (TYP) 6X6-2.9X2.9 WWM NOT TO SCALE C"
I PIPE AND 24"OF COVER FOR 54"-60"DIAMETER PIPE,MEASURED FROM TOP OF PIPE TO BOTTOM OF TO ASTM F 2306 PIPE. a SLOPE 1/4' AT MID SLAB FIN.GR.
II FLEXIBLE PAVEMENT OR TO'TOP OF RIGID PAVEMENT. 2 ADDED E-SOINFORMATION TJR oanoro7 . i.a PER' 6X6-2.9X2.9 WWM
10
NOTE:ALL DIMENSIONS ° '\
1 AT MIDSLAB
f *2007 ADS.INC, REV, I DESCRIPTION I BY MM,DDM! CHILD ARE xI2 FOOL ' . 4 ' MtNIMUNP ° . A '.�('• .�t,•4 t l
" , ADVANCED DRAINAGE SYSTEMS,INC.("ADS')HAS PREPARED THIS DETAIL BASED ON INFORMATION PROVIDED TO ADS.THIS DRAWING IS - a . . # • # �• • A ' E J�
l I DVi DETfRET SYSTEM CKS 6"THK.CONCRETE - -�'� -�"
•
INTENDED TO DEPICT THE COMPONENTS AS REQUESTED.ADS HAS NOT PERFORMED ANY ENGINEERING OR DESIGN SERVICES FOR THIS "'- 11V18rD6 _ // !♦ *� ♦ ♦ /� ♦ f
I s PROJECT,NOR HAS ADS INDEPENDENTLY VERIFIED THE INFORMATION SUPPLIED,THE INSTALLATION DETAILS PROVIDED HEREIN ARE GENERAL TYPI 4640 TRUEMAN BLVD �. 4, -.2'
/ 3,000 PSI MIN.OR •
�f+•�� 1• iu1��1� �"
iiii!
RECOMMENDATIONS AND ARE NOT SPECIFIC FOR THIS PROJECT.THE DESIGN ENGINEER SHALL REVIEW THESE DETAILS PRIOR TO HILLIARD,OHI043026At
_ �_-'•
I: CONSTRUCTION.IT IS THE DESIGN ENGINEERS RESPONSIBILITY TO ENSURE THE DETAILS PROVIDED HEREIN MEETS OR EXCEEDS TI' . ,.,. �� AS SPECIFIED IN
APPLICABLE NATIONAL,STATE,OR LOCAL REQUIREMENTS AND TO ENSURE THAT THE DETAILS PROVIDED HEREIN ARE ACCEPTABLE FOR THIS io,-.i+cm ra.L.n.v.ro"ec NTS : THE GEOTECH II-IL-.II.
E_
il
M - [iii C ' ° �' -,OP: =,�a `. REPORT 6"THK.MIN. CRUSHED I_IL�i \'.
PROJECT. DRAWING NUMBER: STD-101 1 OF T �,'�-�-�'�-�-
a "II:-11:-11AII='=11: 11:-lati STONE
TSPECF SPECIFIED IN THE
ASE OR AS
II.=I 6"THK.MIN. CRUSHED .j.�
r', 1 ° • 4 12" STONE BASE OR AS GEOTECH REPORT 6" 12" co.-. L11----'
EXIST.GR.
• SPECIFIED IN THE
{ lir GEOTECH REPORT
WE Architecture P.L.L.C.
6"BOLLARD 8'-0"
HIGH FILL WICONC. COMPACTED SECTION 'D' 7845 Colony Road -Suite 4-234
I (TYPICAL) SUBGRADE Charlotte, North Carolina 28226
1 Ph: 704.271,9688 Fax: [phone]
SECTION 'B'
1!2"R 12" 1/2 R 12" J 0 6"DIAMETER CONC.
3I I 6" 6" 1 ..-
cow FILLED BOLLARD-
w �- PAINTED
3"R 1/8"R 71!8" R PLAN w
4,„ 3R • BISHOPCREEK
CRE F� I
a_
i 18" "-I t
'"1 t
f ° A ° , ASPHALT 3,000 PSI CONCRETE w CONC.FOOTING u- f
3,000 PSI @ 28 DAY
N • `D " ONCRETE
f iv ° ° '. ° • ° - iv NOTE!! -CONTRACTOR SHALL PROVIDE PHOTOGRAPHIC OR ° 1 V
APART�VI N,�I TS
' A ' 6" ° . ' '. . .
O A O ' SIMILAR ACCEPTABLE EVIDENCE TO THE OWNER'S CONSTRUCTION v°
tarr
LEVEL 1 i t io
. . ,,
° MANAGER UPON COMPLETION OF STEEL PLACEMENT. r �,a!t���•i. . . . .
410. r�,�;•t .+� AT SURF CITY C
/\""1•41-0, Ai -
Lu
/\\/\ \ \ a\ �\\ COMPACTED SUBGRADE TO ` G 1 1\.L�.IL�.L 1 4
/i//.�/i//i/ 95%STANDARD PROCTOR 11
•
18" CURB AND GUTTER 18" CURB AND GUTTER `
(REVERSE SLOPE) NOT TO SCALE `.`
SECTION 'C' PROJECT NO: 09023
NOT TO SCALE
1 (SEE SECTION'S'FOR SIMILAR NOTES) 1 "DIA.(4")
DATE: 4-18-2011
GENERAL NOTES: 18"DIA.(6") DRAWN BY: GLM
CONTRACTION JOINTS SHALL BE SPACED AT MAX. 10'INTERVALS,EXCEPT THAT A 15 FOOT BOLLARD FOOTING
Ti SPACING MAY BE USED WHEN A MACHINE IS USED OR WHEN SATISFACTORY SUPPORT FOR DUMPSTER PAD DETAIL CHMD.BY: JRP
THE FACE FORM CAN BE OBTAINED WITHOUT THE USE OF TEMPLATES AT 10 FOOT INTERVALS.
h JOINT SPACING MAY BE ALTERED BY THE ENGINEER TO PREVENT UNCONTROLLED CRACKING. NOT TO SCALE
CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTHER
I-
APPROVED METHODS,WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES,A MINIMUM ..::. DETAILS
DEPTH OF 1-1/2" SHALL BE OBTAINED. ALL CONTRACTION JOINTS EXCEPT IN 8"X 6"MEDIAN
CURB SHALL BE FILLED WITH JOINT SEALER, EXPANSION JOINTS SHALL BE SPACED AT 90' c Y' 0 6 Z J.I 1
4 INTERVALS AND ADJACENT TO ALL RIGID OBJECTS.
'.m_,-_- _-__=-- SHEET C-7.0
'THIS DOCUMENT IS THE PRODUCT AND ExCLUSNE PROPERTY OF WE ARCHITECTURE.NEITHER THE DOCUMENT NUR INFORMATION R cowmen MAY BE COPIED,DISCLOSED TO OTHERS OR USED IN CONNECTION WTTH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF WE ARCHITECTURE,PLLC. ©COPYRIGHT 2009 WE ARCHITECTURE,PLLC
P

1�I
�'t REVISIONS:
POND %1 DETAILS
A BID SET 4-21-2011
OUTLET STRUCTURE TOP OF DAM EL.=25.00
(SEE DETAIL)
MAIN POND A\REV.STORM DRAIN DETAILS 5-13-2011
FOREBAY �.. 60 A HUD RESUBMI ITAL 6-14-2011
_ 100 YR. EL.=24.64 EL. 25.00
A
NCDENR STORMWATER
1 1 I 10 YR. EL. =24.23 -_ STORMWATER&EROSION
1 CONTROL SUBMITTAL 8-16-2011
1 3 3 3 REQUIRED TEMPORARY POOL STORAGE EL.=22.39 3 EL. 24.25 (TOP OF RIP RAP)
rl ) _� PERMANENT POOL EL.(NORMAL WATER SURFACE)21.50 _ill
3 CL 3 a. 3
j r0.Ila W
i�'• 1 ~\i `��- 1 SEDIMENT REMOVAL ELEVATION= 13.00 4) SEDIMENT REMOVAL ELEVATION=13.00 1 1Q FILTER FABRIC ' 6ITHICKCRIP-RAP
ID
BOTTOM EL.FOREBAY= 12.00 POND BOTTOM EL.=12.00 VEG SHELF
10.1 SLOPE TYP. POND #1 EMERGENCY SPILLWAY
*1'OF POND DEPTH IS FOR
SEDIMENT ACCUMULATION NOT TO SCALE
l' PER DWQ POLICY
' 1 :
FOREBAY AND STORAGE POND SECTION
NOT TO SCALE
,1' ` GALVANIZED BAR GRATING 1" x 1/8" BEARING BARS.
TOP OF RISER=22.40 FASTEN WITH J-CLIPS, ATTACH TO A 1 1/4"x 1 1/4"x 1/4"
I GALVANIZED ANGLE FRAME. MORTOR FRAME TO TOP OF
3" SCH. 40 PVC OUTLET STRUCTURE SUITABLE PLANTS
DRAWDOWN ORIFICE F��\,-- PICKERELWEED (PONTEDERIA CORDATA)
,<0% SOD ALL SLOPES ABOVE PERMANENT POOL EL DUCK POTATO (SAGGITARIA LAT'1FOLIA AND SAGGITARIA CARDINAUS)
t t.. / SWAMP ROSE (HIBISCUS MOSHEUTOS)
10:1 SHELF 6" ABOVE & 6" BELOW BLUE FLAG (IRIS VIRGINICA) 10'
/ PERMANENT POOL PLANTED WITH SUITABLE CARDINAL FLOWER (LOBELIA CARDINAUS)_ 3 / WETLAND SPECIES OR VEGETATION. EL. 21.50
1.5" STORAGE ELEVATION =22.38 OUTLET PIPE I I I -_ 1 1 O'
, . , � r ��1 �,_r 24" CULVERT n r �ti�r. 4.
�;+T
24 RCP CLASS III ) }
ir./
( I- ♦ir'. EL. 21.00 (TOP OF RIP-RAP) ,,�.�INV. UP - 21_50 .'- _ ' PERMANENT POOL EL 21.50 WET DETENTION POND PLANTING 4r �. .� �rNORMAL POOL EL. =21.50 _. ,'� �� �'�' `� w!�' �r 'QINV. DOWN = 21.25 --` _ 6 - CONTRACTOR TO INSTALL ON THE 10:1 �.�`��I��1 1.�w1' '�I iraiNg
r�. A.,e�
SLOPE=0.50% III-� I ! - - 1 OF THE LISTED SUITABLESLOPED SHEUF, EQUAL UMBERS PLANTS.OF EACH
DURING
�--- - ---� I I INSTALLATION, GROUP SIMILAR SPECIES OF FILTER FABRIC
6"THICK CLASS'B'RIP-RAP
o - PLANTS TOGETHER. INSTALL PLANTS 24
I , -I PROFESSIONAL SEAL:
o O.C. IN A CHECKERBOARD PATTERN.
I" NOTE: -III- -Ff
t �-' 4'x4' REINFORCED 1, FOR MAINTENANCE EFFORTS OR IN CASE OF EMERGENCY, -DI 1-
1 / CONCRETE BOX STORMWATER STORED BELOW PERMANENT POOL SHALL BE
FOREBAY PROTECTION DETAIL
Q . APUMSTD. NOT TO SCALE •,`,yj4j44444„�`,4li
1 ���®/ 2. ALL STORMWATER(INCLUDING ROOF DRAINAGE)MUST BE
OP
5�/ -;z2-:,VA.V, 3 r ;t.:;°.'?":7 ,` ± 6" EXTENDED BASEi �, ,
p �� CONVEYED TO THE APPROPRIATE STORMWATER BMP. POND #1 SECTION 1 �'�I y'47
i +
!! / V f NOT TO SCALE Ilk
Q'` i "7 ?
t
;s POND #1 OUTLET STRUCTURE SECTION ss- -
NOT TO SCALE l 02IM
.1 C 1 ',,I,llllfll0410i444`
rn I Z� O p 1 6" 'Lr I 6" 6" 'IN' 6rr ZOO I ✓ �l °
E o m I
I } ,, 1 1 1 1 11 `!_!
C'� 6„ A 61e OPTIONAL MANHOLE •-I -u H
H Z E GENERAL NOTES: Z~ �7 • O fiH "` 11%" CLR. TYP. �" o 1 • #4 KEBABS -''o.' z 1_x 1 •
:_.�., ----. .__-..
D 0 HCCOo pcnoDo
o Im o--#4 REBARS--<_._-,o �. : zos
H m=O Y �- '-. CHAMFER ALL EXPOSED CORNERS 1". IL-I O Cl." • 1-O -{Cn \, _ •/ • ✓ LL--I 0 -t Z
'11 r0 6 z m -I • \��` 00 z
} m z S .--• USE CLASS "B" CONCRETE THROUGHOUT. O o(n= H Z-I=D t ° ; .CI 1 - • `. `\�� cc O
.. w�ZI 170]7('�-I .. i :. W I I . W O -o,• \ � r uj<ztl-= 4.1
O >m X ► ;- -�1 OPTIONAL CONSTRUCTION - MONOLITHIC POUR, z" KEYWAY, OR v Q o x =-n D D m . , o , , THE PATTERN OF THE o �\ t-U o
I { �'?1 D X _33 0D - y #4 OAR DOWELS AT 12" CENTERS AS DIRECTED 0Y THE ENGINEER. 0 Z ` poqq ' 0
I. =- -- `. a I • r I CO Q }- F--1 O O Y. t o CD c! ' c ¢ t0 KNOCK-OUT p• o, ''�.,` -4 a I- H
Z H�U ,(j � -m- •- ti •r T..,. \ USE FORMS TO CONSTRUCT THE sOTTOY SLAB. O O J z H Q r.-O ¢, I' r I PANELS ARE SHOWN °Y1 p. ' v v Cp 1- O J U
I �'• I w I } �� a IF REINFORCED CONCRETE PIPE IS SET IN RASE SLAB OF BOX, CC LL H +O H , ;P 13 :',:'
Q -�'��-`� ' ' CC u'' ,�' y =LL H
ROZ I tl~ Q < c� v v O Q M
c>_ z , I '� LL a ADD TO BASE AS SHOWN ON STAIIDAAD N0. 840.00. O cp FOR ILLUSTRATIVE D': o :, ;.. • o'•\' 0 O CC
*--ID ,t � I �yv , cc
z -H • ADD „ g PURPOSES ONLY. •
�- n v .n v. o n z 1-1 Z O
' -D.{ V - ..C _ �.'.) ' ! * PROVIDE ALL JUNCTION BOXES OVER 9'-6" IN DEPTH WITH STEPS to 1-1-1 --I `d 3" r ' 3 =:I '' •� o.. n " ',p., v p•, �'`' ',p\ a ID I-H - ClJ
H , I ( - -\ --- - -� j 12" ON CENTERS IN ACCORDANCE WITH STD. N0. 640.66. p O-O O 1-1 , - k I #5 REBARS 12" I c I #5r REBARS I : ' ' o a•o ZN
En 0 o } 3'�I !- W 0 0 CENTERS �TYP.1 12 CENTERS D p o . o . 4 w
a)
t n n 4 o I
'� (n 6"' 0 3'.`� - 1 ADJUST THE STEEL, CONCRETE AND BRICK MASONRY QUANTITIES I• C.' .� ?+ ... o a• o o .'0• v . ' '� v ~ O H 'd"
TO INCLUDE THE ADDITION OF THE MANHOLE (I.E. DIAGONAL BARS F. .+.. 9 '..� a :off - �, �//f O• L' D' v (� •�
Y w SEE STANDARD 840.54 1---►C SHORTENED AROUND OPENING IN TOP SLAB, ADDITIONAL VARIABLE• • o - o o •- _ ,_ o. •o ' moo ' ._-_. �H • ' '' ••d •o •0 ;::) 00
--FOR MANHOLE COVER & FRAME #4 BARS "A" HEIGHT BSiICK MASONRY, OPENING IN TOP SLAB.) Z t f 1 f - 0_'. /HH/Nir.' 0 •'• `'.0, G '•'` '-.0,' z r-•,r
PLAN OPTIONAL SPACED 6 SECTION 'A-A` (0. SECTION B-B io P. :o.' °
I C. TO C. MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TOP - D -` u• �• o •.0 v _ ,�., r }
I ELEVATION IS 12 FEET. z J r r n ° a �•J
-BRICK MAY BE USED ,-O L '{• 1 -O - • ,. .. c S-,
TO ADJUST FRAME & D 41
COVER TO SURFACE - os---°-^ir ��
o G�
rr o o o� _S�'
•
ELEVATION MAX. 1' "� } �I d 1" MIN. .� o•:. CC
1 2 "+ems-I4-1 0 '"` cVn
3' IMP
#4 BAR 111 m v ° _ _v CLR.(TYP) ° o . cc = V O N
I C7 Z -��'• • •I , O X C7 Z A A .o; 1° MIN. �', O 1"'_ ,� .4.4.4..4., V
IL O a orilisimm#4 R BARS C WAFFLE WALLISOMETRIC VIEW L` v "- --' r T
I O 0 ^. m N r CLR.(TYP) r� _ W c
I. 11 4 Z cn - --L OUTLET PIPE t z m J fn (� f 4 Or = J 1 1 t�
1 -r I z o -'I cn : , 4x4 W4xW4 A:; z 6 9/B
I -t = I -.al
0 6" h E OR F 112" �_ = a fr-1 + In- WWF LAP �. � " Q I ---;OQ� I�. Z O � (.-)
.. ( #5 REBARS @ 12 '-' }' mi[ffiSECTION Cc -1 TO REBARS) 8 VERT.) w /2 m. rj1+ tv = m ' 6' I '1 Q O Z H 0 0 w 3 Z :;;r/ CENTERS (HORIZ. Q N w 1.1 • m D INLET PIPE! 6 - -D DOWEL o �"' °' z n Z � U. (USE WITH O W IL 29 1 23 3 4 29 1/2 P40 L r--
D __ D_ CQ_ ii 24
,.... ..„,
I z C-C OR D V -I is v N
pI . . . MMINIMILa" v 4 X 4 LARGER p R3 LI. .
a L y SECTION X-X = a �,o DRAINAGE STRUCTURES 0 9 ¢ Z
G ZD Z c) DIMENSIONS AND QUANTITIES FOR CONCRETE JUNCTION BOXES 0 -2 O cc 'DTI 0 6" B-`' 6r� I D E TYPICAL) o. '�/ / p M 0 0_ _ _� El_�_- ��j
Z P � o' Z
pOj r Si - DIMENSIONS OF BOX AND PIPE 1 REINFORCEMENT TOP SLAB I CUBIC YARDS TOTAL QUANTITIES DEDUCTIONS FOR ONE Q W a = r n1 0 WAFFLE WALL PLAN VIEW SOLID WALL PLAN VIEW . o '..w' :.. • '" o :• Q Q ¢ Q wit„,.. M�•h•r "�
1 - H _ PIPE 1 SPAN WIDTH [HEIGHT BARS "A" DIMENSIONS f IN BOX BOX SI a,iS PIPE W.YDS. Hnzy - - - glym
H O m o '\ H
_ ` __----*---- --`--- --- I - - cn _ D 6 L u ,W, 6" v � o'. .v . v,- .' � a
3 O ,'�. w„ X 6" ! I 1 TOP 'BOTTOM WALL/ LBS. CU. YDS. W = fV 0) " 1 ' 6" 6 c o o v •o C3
g H F,.II _-- D A B H N0. LENGTH E I F C.S. I R.G. _ D _4 H I - I p - :•,�.
S Z p • i EXP. JOINT SLAB SLAB FT.OF HT. REINF ICH. "H" _ -. .__- _--_ 1 J
+� - -12" 2'-0" 2'-0" •
2'-3„ 12 2.'-9" 3'-0"- 3 0" - 0.167 0.167 0.185 22 0.750 0.015 _.0.024 1°"'I C.: ~ r O I I LR I v ° ° - ° P .• n H O
o
CO
s.
id' 9' I 1' MIN. CLR. o, o v, o," ••.'•• v 3�4
m 0 -TT i° - 15"' 2'-3' 2'-3' 2'-6" 12 3' 0" 3'-3" ' 3' 3" 0.196 0.196 0.204 24 I 0.902 0.023 0.036 (9 O v v CI m o' o' o' .O' _ -- 0' . . .. .0'•- .- .. .0' , . C7 Q `-'
:. . - r Z O 4x4 W4xW4 _ • o •'.v o ••v • .o •v .v :.p • v •• Z 1 1/2 WARNING
O 6' Id' i x 18" 2'-6" 2'-6" I 2'-9„ , 14 3' 3" 3'-6" 3'-6" I 0.227 0.227 0.222 30 1 1.065 0.033 0.049 w . = D WWF LAP ° III O D •'n p': p ..o;.D' n W Ca 1 1/4..- I` IT IS A VIOLATION OF THE I_A\Xr FOR ANY
i1 -�'� 24" 1 3'-D"�3'-0"-�3'-3" to 3'-9" 4'-0" 4'-0" °.zss °.296 Q.259 40 1.434 0.053 °.oes - r' F W4xW4 F J _ WWF 6" ON- o'' - v• `' n•`: . " ''•'o• `•' o• uj
NOTES: PERSON,UNLESS ACEING UNDER THE
4 t -�- » a ( t0f0 n '.o' . .D '.c' .'.o .. tr II1II M i M ■ ■III/I■• ■ # I• ■-�
l 30" 3'-6" 3'-6" 1 ! 1.860 0.092 0.127 TO REBARS) , o °' :. 9,::.v o ° o ° "o 1 �� 4 1_ DIRECTION OF f111-ARCHITECT,TO A1:I ER
3'-9' 78 4'-3' 4' 6" 4'-8" 0.375 0.375 0.296 51 t1I1 n a, 1,1ATERIAL- ASTM
4 . 6 ONTO REBARS} p «1 D p o.:. .•. .• p., •. t -
36'" I 4'-0" 4'-O' I 4'-3" 20 4'-9" 5'-0" 5'-0" I 0.463 0.463 0.333 64 I 2.341 0.132 0.178 .< ¢ o. ;v•: ° :o.: ° o ° CLASS 30B GRAY IRON, OR REPRODUCE THESE DRAWINGS IN ANY
I I 6 SEE NOTE. DOWEL 42" , 4'-6" 4-6" I -4'-9"' 22 - 5 3 5' 6" 5' 6" I 0.560 _0 560 .0.370.- _77 -2 878 0.180 0.243 a_ „ > #5l1REBARS v o,�'..p. .o ,o 2- FRAMEWAY.
1 } { { #5 REBARS 12 ? \12 CENTERS . o`: - D' I i 3- GRATE WTI. 210 LBS APP.
• 48" ` W.4" W-4' W-3" I 26 W-3" W-4" W-4" 0.743 0.743 0.407 111 3.623 0.235 0.317 D v ,
SECTION Y- t 54" 1 5'-10"' S'-10" 5'-9" 1 28 6'-7" 8'-10" 6'-10" 0.865 0.865 0.444 126 i 4.283 0.297 0.401 •
CENTERS (TIP.) (TYPICAL) 36
FOUNDRY & MFd
-60" I 6'-8" 6'-6'" t 6' 3" 1 30 ' T-3" 7'-8" 7'-6" 1.042 1.042 0.481' 145 5.090 0.367 0.495 -__„-_ d a' a' .D o D• a __. • n VIEW ��' '
SHEET 1 OF 1 SHEET 1 OF 2 o v' o of o I.-v 1D D' SOLID WALLISOMETRICSHEET 1 OF 2 41 MOLD. FLORIDA
SHEET 1 OF 1 66" T-1"'- 7 i" 6 9' I 92 I T-10" 8'-1" I B 1" 1.210 i.210 0.518 169 5_817 0.44a-- 0.589 SECTION - in 1/2
i_ __ I -- 840.31 840.45 I SECTION---C..-C, 840.45
- USF 4139 FRAlsk & 6429 GRATE
840.31 I '1�"Acs 1"-1'-o"1""s/Ds �a
•
CERTIFICATION NOTE:
CONCRETE JUNCTION BOX DETAIL CONTRACTOR SHALL PROVIDE CERTIFICATION FROM A LICENSED A2691 t'"]
I. • NOT TO SCALE NORTH CAROLINA STRUCTURAL ENGINEER THAT PRECAST
STRUCTURES PROVIDED MEET REQUIREMENTS FOR H2O LOADING
t
p SOLID COVER SHOWN PERFORATED. PERFORATED AVAILABLE z GENERAL NOTES: z I# 1
O co 0 m OPENING SHALL BE 'L' OR `W' + 1'-0" O CO 1
0-mv IF SPECIFIED. �>- �+� * THIS PRECAST BOX MAY BE USED FOR THE FOLLOWING AS REQUIRED ( 1 FH'�
< STATE USE OF SYSTEM ON COVER Q �• z Q
H z ¢Q H "z STANDARDS: 840.01, 840.02, 840.04, 840.05, 840.11, VLOCATED
`f #4 REBARS Q h1mcn o® f (I.E.: SEWER, STORM DRAIN, ELECTRICAL) Z =UD,O,o�p640.12 840.14 $40.15840.17840.18840.19 &" CENTERS I tD z _DH = HC3 . r , a , , a ` HOC.7 • i
' s'" LL.JOH rOT•-IO - u-J '-'i
r z S-4 0_ Z m •-I I t° N U L Z 1
m -( ¢' e o 0 = z = 840.26, 840.27, 840.28, 840.31, 840.32 AND $40.41. - o o =
z s - O H -( D giIQ.a cn
H -I D ,� TOP OF COVER -., CC ^ •-4 * ^
O O x o- / w Q z L.L.x s p DI>m INSTALL PRECAST DRAINAGE STRUCTURES AND PAY r #s BARS I w`<¢w_
= D m _ F-V Q o -rt z D I I-c-� o
Utz D o , �i" cc 0 p I FOR IN ACCORDANCE WITH SPECIFICATION SECTION 840. OPENING CC
O
I - -OW A `° / A B B Q F �-+ - =�<�-• DO NOT PLACE PRECAST DRAINAGE STRUCTURES \ P
SECTION C-C O= 0 -- 29 1/4
Ooer«m / / y cc F-+ OaD'-' UNDER TRAFFIC OR WHERE TRAFFIC WILL BE DETOURED- , 'i
I O Q n S Z #5 BARS 3 O 0(JJ ____, -__...__ __-__...___. }
! "�D D ', f � o ("°` D-I' * - WE Architecture C.L.L.C .
-( z H *D-� USE 4000 PSI CONCRETE. C @OPENING C 2 r-� /�
�-I :j L I )1‘--
_ _ _, )_ _j _4 4 a - i0 a•� -<H '4 * PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A615 FOR - - o o �H .1 /� 7845 Colony Road Suite 4 234
O Z p the C w® O o GRADE 60 AND WELDED WIRE FABRIC CONFORMING TO ASTM A185. T _-_ e. � " : n w 0 % ( ) � ( ) `� Charlotte, North Carolina 28226
ti Z * I_ J ' DO p a DO iT Q "' Ph: 704.271.)688 Fax: [phone]
I° \\ v2„ R___ f LIMIT MAXIMUM DEPTH TO TOP OF BOTTOM SLAB FOR WAFFLE WALL • :o.'�- fi"MIN. ( ) �� �� ! I
\ Fir STRUCTURE TO 10'-0" LIMIT SOLID WALL STRUCTURE I ` ,•oo.. a: ''; I 8 (------) 1 ) ( )
4 \ 4 / BOTTOM OF COVER TO 15'-0". ! �� o'. o' °t.`.o. ( ) ( ) ( ) �
■,
I _._ 1' R. PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH I f v 4. V. r /��j■T
° \ -` / OSHA STANDARD 1926.704. 9,; a° v71v.:
�2 PLAN TOP SLAB :- ". P W 29 1/4 >. ( ) `�) ( -) z 23 3/4 24 29 1 4 r
PLAN OF COVER CUT OR FORM OPENINGS FOR PIPE TO PROVIDE _ � BISHOP CREED
I as � z ( )( ) ( I n I ��: 22 /
3 f' 1r CC I11 m REQUIRED SIZE AND LOCATION. ORIENT WAFFLE WALL STRUCTURES a a' cc
t 2 O PLAN OF FRAME LL. } m => r CO
tL Ca N L` 1 5 16 '■�'■'
1T.
yr► z O W �� Z SO THAT PIPES ENTER THROUGH THE U 0 ~ ( ) ( , ( , } APARTI�I�ITS
I I- O z �� H KNOCKOUT/WAFFLE PANELS ONLY. PIPES MAY ENTER THROUGH o CORNER CUT DETAIL O 0' ( ) (__� ( / ��
r H 1` 111' (J m rr Q I�i
0 O z U � •Cl) THE CORNERS OF SOLID WALL BOXES IF A MINIMUM OF 6 of SOLID WALL BOX) Z IOC t- j ( ) ( )( )
I I , _ •. f H H W .
P D WALL •
IS PROVIDED ABOVE THE HOLE-
t- 2` 1,,,e o r Q N 0 (------) (----) e^� __, N AT SURF CI' Y N C
i m (n I 4 Z a; „Ei ALL ELEMENTS PRECAST TO MEET ASTM C913. 8" C oR ve 6' < �.
TI1'-11/4" 44" - - 0 ' Z > D * FRAME AND GRATE HEIGHT MAY BE ADJUSTED WITH CONCRETE O W Z ���z
> 3 O y Z USF 4190/4623 %
„� Z N -I F� _#4 REBARS I CD Q i }
xs D 1 1 10� „ ; p W m 4 D OR BRICK IN ACCORDANCE WITH STANDARD 840.25. 7 Q
3 V' 6" CENTERS r
B = �- D * r 1" CLRs*. (/)
i _I - In PROVIDE PRECAST STRUCTURES OVER 4 0 IN DEPTH WITH _ v 1 t
I t S �> #4 REBARS Q = w
m 0 _ - 0 D o 0 STEPS AS DIRECTED BY THE ENGINEER- 1 6'° CENTERS `D it M I- 23 3/4 �1� �� L
0 1" % I TYPE #1 f I F- {� z n1 0 * WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR AS LONG ^'• �'•, CLR t Q Q Z I 1 1/2 NOTES:
CZ 7 * i , / \1 I� 33j,,_Il --
T cn W o CO G -,-i 6 3/4 H-
' CLASS 35B GRAY IRON.
1- Ir 1- MATERIAL: ASTM-A48
AS THE SAME AREA OF STEEL IS PROVIDED. to"-►I..- -�-I I„-4 „ = J m _4 H SEAL JOINTS WITH A FLEXIBLE BUTYL RUBBERPRECAST RISER PLAN PRECAST RISER_DETAIL = a i
O "� ai Z BASE CONFORMING TO FEDERAL SPECIFICATION SS s 21A, O w ,', 2- FRAME WT: 125 LBS. APP.
c� a / H 1-1-, C- �' 1-' Cl) z 1 - Jf` f 4- PROJECT No: 09023
i 3- GRATE WT: 115 LBS. APP.
0 1 -10`h8 -1 Z r AASHTO M-198, TYPE B - BUTYL RUBBER- n J w
1 i < -rT 1 v -, •� N ALTERNATE O 2 cn C! o * LIMIT MAXIMUM STRUCTURE SIZE TO INSIDE CLEAR ° � C4 Q i
� � o r / Z a ... 4 a �° ;q. ° z c- � � ,hDnT>:: 4-18-2011
23' I f t - N SECTION B-B LU C: DIMENSIONS OF 5' 0" X 5` 0" o o y4 v o, p4W W I 22 - - U S FOUNDRY & MFG. CORP.
N 4�8" -- 2' 012 MINIMUM WEIGHTS - LBS. a7 THE OUTSIDE PIPE DIAMETER PLUS 2" OR THE OPENING a1,__+_____:.=.?''...- '6.,.:,•„,..1.1: „ ,? MEDLEY, FLORIDA
I; 1 \ n1 n, DRA\r N BY: GL112' 9/4" Ij 1 FRAME - 180REQUIRED FOR FRAME AND GRATE IS THE MINIMUM STRUCTURE6„ 24COVER 120 SIZE WHICHEVER IS GREATER. USF 4190 FRAME & 6259 GRATE CHKD.BY: JRB
SECTION A-A 1 ,� /I TOTAL - 300 * USE MANHOLE FRAME AND COVER AS INDICATED ON THE PLANS. - 29 1/4 a.,F•
/ SPECIFICATION
REINFORCE OPENING AS SHOWN ON THIS SHEET. SECTION VIEW SECTION VIEW / /98
4oun.Na Mt
/ CLASS 30 IRON MEETING A4030 d
cneC er:
SHEET 1 OF 1 ASTM A-48 SHEET 1 of 1 SHEET 2 OF 2 OPTIONAL JOINT DETAILS SHEET 2 OF 2
j:� 840.54 TYPE #2 840.54 840.45 840.45 D [-('.TAILS
Li MANHOLE FRAME AND COVER DETAIL DROP INLET DETAIL
NOT TO SCALE DROP INLET FRAME & GRATE DETAILS
' NOT TO SCALE NOT TO SCALE SHEET C-7
j J Er11 -7
1,
THIS DOCUMENT IS THE PRODUCT AND EXCLUSIVE PROPERTY OF WE ARCHITECTURE.NEITHER THE DOCUMENT NOR INFORMATION IT CONTAINS MAYBE COPIED,DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED W WITHOUT THE WRITTEN CONSENT OF WE ARCHITECTURE,PLLC. p COPYRIGHT 2009 WE ARCHITECTURE,PLLC
f
L

ALL OUTLET LENGTH REVISIONS:
��i:1
PIPES SHALL HAVE
A BID SET 4-21-2011
FLARED END SECTIONS
/{t' ATTACH SKIMMER TO THE LOW LEVEL
����.404 � ORIFICE(EL.21.50) A HUD RESUBMITTAI,6-14-2011
Filb. 1I Ai zFAIRCLOTH SKIMMER
RIP-RAP EMERGENCY SPILLWAY DRAWDOWN VOLUME ORIFICE DIAMETER=3" / J NCDENR STORI�iWATER EROS1C)N
STORM DRAIN PIPES�(APRON •�' MAXIMUM LEVEL OF SEDIMENT COLLECTED EL,24.25 EL,22,40 TO EL,21,50 SKIMMER SIZE=4" RISER EL.22.40
�' CLEAR BASIN WHEN THIS LEVEL IS REACHED. (SEE DETAIL) (SEE DETAIL) (SEE OUTLET CONTROL SUBMIT"IAL 8-16-2011
�`• •( STRUCTURE DETAIL) TOP EL.25.00
l � 7-�
PLA
3.5'FLOOD STORAGE .
N �.
SLOPE =0% 1 I _ _
a\ \j\j\\j \/\ TAILWATER -Iiv- FLOW-•-
9.5'SEDIMENT STORAGE ZONE(TOTAL BASIN CAPACITY)
(1\
/�ii\\ivyi/\i, /�K✓\\U�• /�/\ FLOW _
!� /�//�//�/. //.� /� /. /�//✓/�/ / ////.� r �� ` �.•- I 9.5 I I- INV.OUT=21.25
STORM DRAIN PIPE - - - - - - -- - $ ,�` 4.5'MAX.SEDIMENT DEPTH
VVVV FLOW-�
\����' / \//�f%// /iy/may/� \\ \ /��\\\ - - I MIN.BOTTOM ELEVATION=12.00
�/ / A / A//A t - I I I
STORM DRAIN OUTFALL I I I I I I I I I I I I I I I I I I III III I I I I I I I I I I I I I I I I I '
FILTER FABRIC N.C.D.O.T. CLASS B
SECTION RIPRAP, MINIMUM
ill 18"THICK, TYPICAL
RIP-RAP SCHEDULE
SEDIMENT BASIN DETAIL
NOT TO SCALE
UPSTREAM DOWNSTREAM
PIPE DIA. (IN.) LENGTH (FT.) WIDTH (FT.) WIDTH (FT.) SEDIMENT BASIN CALCULATIONS R `
• Requirements: j -p AMOUNTE
1 60" 12' 15' 15' Min, Surface Area (435 sf/cfs) = 21,315 sf
, r N SCREEN ACCESSIBLE THROUGH DOOR
2 24°' 8' 6' 6' Min. Volume 1 800 cf/Ac.) r- -1
�._t =,_w._� , -24,066 cf ._. __ �..�. -_.- __ _--- _ _ VENT \��
d... 4
___: ,_.. _
Provided:
RIP-RAP APRON Basin volume: _ m •--_________ _ . ,_..___ ___ __ •410 law
NOT TO SCALE Cumulative _
Contour Area Incremental Volume
Contour (SF) Volume (CF) (CF) _ ••
. � 0 j
PROFESSIONAL SEAL:
13.00 14,933 0 0 _-- -_- _ ___ �11
14.00 17,183 16,058 16,058 -_
15.0
0 19,562 18,373 34,431 _ n.
li1P16.00 22,071 20,817 55,247 11411 � � ,
-414/4p
�` �/✓` tip+p+uuu,pi--) r
17.00 24,707 23,389 78,636 I
18.00 27,473 26,090 104,726
III1110 19.00 30,366 28,920 133,646 . ejos, .i Aiv, ',
o . 2 .
I i' 20.00 33,388 31,877 165,523 I FLOAT SEAS 7i
21.00 36,539 34,964 200,486 I , 1FLEXIBLE JOINT
a2::52 =
21.50 41,836 19,594 (RADIATOR HOSE)
I 220 080 Skimmer Discharge Elevation _ �� � � ,G,
22.00 47,059 22,224 242,304 _ _ _ , ��1 %r,,, � ell''
, P\Q-,�.
SILT FENCE AS SHOWN 22.40 48,199 19,052 261,355 Primary Riser Elevation
ON SHEET C 6.0 23.00 49,909 29,432 290 788 * J1'''�►,pi+,++"''��
_-._ OUTLET END:CONNECT
24.00 52,815 51,362 342,150
TO LOW LEVEL ORIFICE
BARREL_m
IPE
THAN SHOWN.
GER
25.00 55,778 54,297 396,446 f , USE SCHP40 PVOCNPIPE(SEE BASIN DETAIL FOR SIZE).
! / i _ • ..___Outlet Structure (See Hydraflow Data):
a 2 I1 11 2 Riser EL.1Pri pearls Spillway)a=___.__...,___ 22.401 _._._, ___ .__. ___ __ ._._ ___-,_._
P
/ 1
Weir EL. (Emergency Spillway)= 24.25 0011111)90
SKIMMER DETAILE,... ` )
Proposed Sediment Storage EL 21 50 ; r o t.----'
Volume at Proposed EL - 220 080 cf I NOT To scALE09
'Surface Area at Proposed EL. = 41 836 sf � � ! (9 �
NOTE:SEE SHEET C-6.0 FOR LOCATION -" ------_.,w__-.._.�..-----~-~ ------------• -- ---
_ Cl r---
p [ N
Z j U
Pond Dimensions: (@ Principal Spillway El.) _ 0 1. U
Length =.__ ,. 471 ft 1. __-. -
r TEMPORARY STOCKPILE width= 150 ft c•N it
NOT TO SCALE L to W Ratio = 3 1 I __ o
w ,-c Z ° v
. 3._- __ .__._ _.._ _�_ __ w _ w _ __ Y_ 4'MAX SELF-FAS/- 5'STELL TENER I" r,_ ca
I I STEEL ANGLE TYPE) ID cts O0 Q I�
Skimmer Design: (SEE ATTACHED FAIRCLOTH SKIMMERSELECTION CHART) I 1 Z Q ;`� y
- I I 19-GUAGE HARDWARE CLOTH*Outflow EL. - 21.50 _ 1141_
_ .�, .=-, c;,
- _ ___.__ ____. _.._ f �- ___ s ____.._-.__I....�__ 1 __,_.,_ _. ( "MESH OPENINGS) 1 �_
- Note that rthe calculated basin volume for dewaterrng Is the difference in the volumes at _ _N. ? _^ � r�
EL 22.40 and EL 21.50 and not from the bottom of the basin I I t _ �'
I I i _ _ ___ _ NCDOT#5 OR#57 �'-- -E= 1 Z C
_. __ _._..,._._..___r._______. _ __ __ _. __ _ WASHED STONE "WIRE MESH +- 3
Drawdown Orifice Check � •f+�Y ,•�-,;w .ww .`�;t.•,�Y« a lire.. NCDOT#50R#57
11 i--\
Dewater Vol, = i 41,275 cf �I►et0 ' . WASHED STONE -- +
r
Average Head = 0.30 ft ! I • �' ' t'-`„` ',.-' ?r 1.
<A - 0.6 I wow .'. • .•. d • . r _ 11 j_(� ," 1f E r �`a I II-
- .�.__.._ ..u..__._._.,... _.__-___.._..._,m_ �.., .- ._ .• �.. � • . -.a 'fir -i����_It=.' 1L ( .I III�( . fI-_- 11 I,,- WARNING
D = 3 inches •_ j �:. :: - 1--,, ,-- _
TDewater 4 days _ ._. A ±* • wP"ria.' A - FOR ANY
IT IS A VIOLATION OF THE LAW
. .....____.__ .__.. :tom - ,UNLESS ACTING UNDER THE
I�
- PERSON,
I 1 j ! iBOX , . DIRECTION OF THE.ARCHITECT,TO ALTER.
t.,. cIOPENING . J
OR REPRODUCETI-CESE DRAWINGS IN ANY
VARIES AS DIRECTED BY ENGINEER1.
(6°MAX WITHOUT WIRE BACKING OR .. -
w�`is'+ '.. fit♦ WAY.
8'MAX WITH WIRE BACKING AS SHOWN) SEDIMENT BASIN CALCULATIONS Nov
NOT TO SCALE p‘lri - �--
TOP STRAND MIN.#10 GUAGE
STAY WIRES MIN.#12-1/2 GUAGE3
-
+ _
WPM "Alpifc
;M+, ,, • I + a�.Wcc w , m Z rM am-
SECTION A - A
mi 0) z i:: Q Q NOTE:
cs
z c� DHo� NOTE: � .•%•%'Wrk • z�z `
z x USE CLASS A EROSION �� "�`'�. J a r-,cm z FOR CURB INLETS AND DROP INLETS IE_____(.4 , , c. : �0 c�-I CONTROL STON FOR 8-, 0 i"4*40\ o=-_ I \ti ' e. •'I . . ¢ r i"
.___ =-I.I z y m s:.: • t+ 0 -4 �., w ¢u_ INLET LET PROTECTION
m x o STRUCTURAL STONE. t'i,w.���•,e,•,��• ,0A . 1 C-U x O O
' ',/ `// //,\//\// // ///\f/•/�//NI/�\//�//7/////\//\/ / zHQ m USE NO. 5 OR NO. 57 STONE :#:.: s; ;.•.��' o' "CAS F-=• zuj
' ` _i NOT TO SCALE
\, /\�\/�/�/ /�/ / / /�/ / / / / /�/�/�\\ j\ 0=== FOR SEDIMENT CONTROL. ;•�� ryj✓'OOG�O' OOo co 1--- of
�/ / •+:r •.� ,7 e; 'O PIPE o <L
/ / D Ill D CONSTRUCT TOP OF BERM :''"* •��:�� g 00 • z H ct
/ BOTTOM STRAND MIN.#10 GUAGE - -
` /�� % �►� ;i A MINIMUM OF ONE FOOT A , :• ' •,���%G� �G U A I--�
/ ./ \ ./� z BELOW THE SHOULDER OR o O� o o �O H
v /� �/ /� DIVERSION POINT. IN:W*4
L�';M1G� OCoo o� FLOW i� o/� �/� XI o*�' D ,<' I� 1 WE Architecture P.I,.T.,C;.
\ \ \ p PROVIDE A TOTAL SEDIMENT c !.�f• ;�,, co y
• �' ; - 7845 ColonyRoad Suite 4-234
//j> > %/� CI TRAP VOLUME OF 1800± CUBIC ,a •'ram z k f) �.�,C v ___� Charlotte, North Carolina 28226
\ FEET PER ACRE OF DISTURBED .,'' ��; o (� j , W
� -0 AREA. SOME OF THE REQUIRED 4:,� 4,4, ; U o n0 a 0' O. Ph: 704.271.9688 Fax: [phone]
STEEL POST ' \ \ VOLUME MAY BE PROVIDED BY {�;.' 've k j� 000. oo� H
t Q�
m z OTHER UP OR DOWNSTREAM t P :; y.4.. kk,c7 J���,O ' STRUCTURAL STONE Cr
N O CONTROLS. o �.•N,F*•Hasp o a
rDii s •. '
/'' FILTER FABRIC Z z �._ , BISHOP CREFI
NOTES: / r 2 Se-!f1;i ��« �:f �iS:c, o O e h ,
-i s.,;it Z 0 j ti :, f 0
1.WIRE SHALL BE A MINIMUM OF 32"IN 1 -•1 !� 1"" �,
1 WIDTH AND SHALL HAVE A MINIMUM OF 6 i? D +• �4f. a tc �uw,;;:;};.._ M�,y r_
FILL SLOPE N Z / f a• p W QJ` `'' �,x { `I � s 1 PART_ I l •,\TS
LINE WIRES WI12 STAY SPACING O '
GROUND LINE fl'1 D SEDIMENT CONTROL STONE-/ Q N =5 i };,.sue, V w r.. -tip„r
1�
2.FILTER FABRIC SHALL BE A MINIMUM OF N //\ M o P LAN Q . Cp
A ti r `•: i ':; ° ; �` , AT SURF CITY, l�C
z> ,:.
36"IN WIDTH AND SHALL BE FASTENED 6" /�� 3 W �"
ADEQUATELY TO THE WIRE AS DIRECTED �� /� R1 Q •Y ':`'
Q Z CO �• •: _; ,::: .e_. © :�y-,M ile.' ,/;, .
BY THE ENGINEER MIN. 1 \ \\\/\\/\ 2 y A
j F' 6"MIN. 7 s `(:,,:�; -' '•�. v.
/ �7 .j. a,t,}ass m �7 Ir
3.STEEL POST SHALL BE 5'0"IN HEIGHT ✓ �\/KV
\. / / / z STRUCTURAL STONE - = W f :1Aiiii,•C y y�;y,.- '"• ��+� G�l� �� L
./\ /�/�/�\ 12" MIN12 MIN ,.� Z r•"_'.�..':r.',' �`
AND BE OF SELF FASTENER ANGLE 0 / , �\ \ \ O �� O 2•-E
STEEL TYPE a co / D T1 , i ,� 18" J 1.-1 COARSE AGGREGATE
W `� \ � \ 12 MINC � o
r• / � � / __ W a PLAN VIEW �`• �
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