SW8161204_Approved Plans_20161208

DEVELOP
ER:
Halpern n _ Enterprises, rises, Inc.
P P
6200 Roswell Road NE
Atlanta, GA 30342
ENGINEER ,
N NEER (CIVIL).
P-arm ,
a ounte Engineering, INC
122 Drive
Cinema e
v
Wilmington, North Carolina 28403
ATTN: Da i w
n Fisk, P.E. 910 791 6707
Inc.Enter,--rises
rialpeln
SHEET INDEX
SHEET NUMBER
: SHEET TITLE
C-0,0
COVER SHEET
C-`L.O
GENERAL NOTES
C-2.0
OVERALL SITE PLAN
C-2.1 - C-2.2
SITE PLAN
C-4.0 - C-4.1
GRADING & DRAINAGE PLAN
C-4.2 - C-4.3
FINE GRADING
C-6.2
DETAILS
FIG-1
STATE DA MAP
APPROVED
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSIM
FIE- ,I
DEC 0
PREPARED iiY•
BY:
P -KAMOU A
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- E N O t N E 'E R t N 0 1 N C. a4 "f
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122 Cinema Drive Z044
501
Wilmington, Nord Carolina 28403
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COORDINATION NOTES:
MAINTENANCE PLAN:
NC ACCESSIBILITY NOTES:
I 1. PARKING SPACES FOR VAN$ AND ACCESS AISLES AND VEHICULAR ROUTES SERVING THEM SHALL PROVIDE A VERTICAL CLEARANCE OF
NINETY-EIGHT (98) INCHES MINIMUM. SIGNS SHALL BE PROVIDED AT ENTRANCES TO PARKING FACILITIES INFORMING DRIVERS OF
1.
THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS.
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF- PRODUCING RAINFALL BUT
GENERAL NOTES:
CLEARANCES AND THE LOCATION OF VAN ACCESSIBLE PARKING SPACES.
I
IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
1.
SPECIAL ATTENTION SHALL BE GIVEN TO COMPLIANCE WITH AMERICANS WITH DISABILITIES ACT (2010 ADA STANDARDS), THE NORTH
2,
,
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND WITH THE TOWN OF OCEAN ISLE BEACH, BRUNSWICK COUNTY, AND THE STATE
CAROLINA BUILDING CODEIANS1 Al 17.1. AND APPLICABLE LOCAL LAWS & REGULATIONS.
12. EACH ACCESSIBLE PARKING SPACE SHALL BE PROVIDED WITH SIGNAGE DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. SIGNS
SHALL BE INSTALLED AT A MINIMUM CLEAR HEIGHT OF SIXTY (60) INCHES ABOVE GRADE AND SHALL NOT INTERFERE WITH AN ACCESSIBLE
OF NORTH CAROLINA.
2. ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP DRESSED WITH AN ADDITIONAL 2 INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH, ANY
SEDIMENT THAT IS TRACKED INTO THE STREET WILL BE IMMEDIATELY REMOVED.
2,
IT IS ESSENTIAL THAT CONTRACTORS ARE AWARE OF THE SITE ACCESSIBILITY REQUIREMENTS.
ROUTE FROM AN ACCESS AISLE. SIGNS LOCATED WHERE THEY MAY BE HIT BY VEHICLES BEING PARKED SHALL BE INSTALLED WITH
3.
THE CONTRACTOR IS TO ESTABLISH AND CHECK ALL HORIZONTAL AND VERTICAL CONTROLS TO BE USED WITH THE PROJECT. IN ADDITION, THE
PARAMOUNTE ENGINEERING HAS DEVELOPED THESE NOTES AND DETAILS TO ASSURE THAT CONTRACTORS ARE AWARE OF THE
BOLLARD PROTECTION.
CONTRACTOR IS TO COMPUTE THE LAYOUT OF THE ENTIRE SITE PLAN IN ADVANCE OF BEGINNING ANY WORK ASSOCIATED WITH THE SUBJECT PLANS.
3. SEDIMENT WILL BE REMOVED BEHIND THE SEDIMENT FENCE WHEN IT BECOMES 0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE BE REPAIRED AS
REQUIREMENTS AT THE POINT IN TIME WHEN THEYARE BIDDING THE PROJECT. IN ADDITION, PARAMOUNTE ENGINEERING HAS MADE A
POINT IN THESE NOTES AND DETAILS, AS WELL AS IN OUR DRAWINGS, TO PROVIDE SLOPES I GRADES AND DIMENSIONS THAT COMPLY WITH
13. SIGNAGE AT ACCESSIBLE PARKING SPACES REQUIRED BY THE NO BUILDING CODE SECTION 1106.1 SHALL COMPLY WITH THE REQUIREMENTS
CONTRACTOR SHALL EMPLOY A PROFESSIONAL SURVEYOR TO PERFORM SITE IMPROVEMENT STAKEOUT(S).
NECESSARY TO MAINTAIN A BARRIER. SILT FENCE STAKES WILL BE SPACED 6 FEET APART UNLESS A WIRE BACKING IS USED WITH 8 FOOT STAKE SPACING.
THE AMERICANS WITH DISABILITIES ACT (2010 ADA STANDARDS), THE NORTH CAROLINA BUILDING CODEIANSI Al 17.1 AND APPLICABLE LOCAL
OF NORTH CAROLINA GENERAL STATUTE 20-37.6 AND 136-30 AND THE NCDOT UNIFORM MANUAL ON TRAFFIC CONTROL DEVICES. A
4.
ANYTIME WORK IS PERFORMED OFF -SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO
4. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAANTAIN A
LAWS & REGULATIONS. IF THESE SLOPES I GRADES AND DIMENSIONS ARE NOT ACHIEVABLE, THE CONTRACTOR IS REQUIRED TO CONTACT
THE OWNER IMMEDIATELY AND BEFORE MOVING FORWARD WITH THE WORK.
SEPARATE SIGN IS REQUIRED FOR EACH SPACE. SIGNS TO INDICATE THE MAXIMUM PENALTY MUST BE PROVIDED AT EACH ACCESSIBLE
SPACE.
THE NATURE OF PROPOSED WORK, AND TO FOLLOW ANY GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE
VIGOROUS, DENSE VEGETATIVE COVER.
RECORDED EASEMENT.
3.
THE CONTRACTOR SHALL NOTIFY PARAMOUNTE ENGINEERING IMMEDIATELY OF ANY CONFLICT BETWEEN THESE NOTES AND DETAILS AND
14. ACCESSIBLE PARKING SPACE, ACCESS AISLE STRIPING, AND INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE PAINTED BLUE (OR
5. INLET PROTECTION - INSPECT WIRE AND ROCK INLET PROTEC*nON AT LEAST ONCE A WEEK AND AFTER EACH SIGNIFICANT 6 INCH OR GREATER) RAINFALL
OTHER PROJECT DRAWINGS, WHETHER BY PARAMOUNTE ENGINEERING OR OTHERS. THE CONTRACTOR SHALL NOT PROCEED WITH THE
ANOTHER COLOR THAT CAN BE DISTINGUISHED FROM PAVEMENT).
5.
CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS BY OTHERS FOR ALL BUILDING DIMENSIONS AND DETAILS.
EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE SEDIMENT STORAGE AREA TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS
WORK FOR WHICH THE ALLEGED CONFLICT HAS BEEN DISCOVERED UNTIL SUCH ALLEGED CONFLICT HAS BEEN RESOLVED. NO CLAIM
ACCUMULATED TO ONE41ALF THE DESIGN DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA AND REPLACE
SHALL BE MADE BY THE CONTRACTOR FOR DELAY OR DAMAGES AS A RESULT OF RESOLUTION OF ANY SUCH CONFLICT(S).
PASSENGER LOADING ZONE NOTES:
GENERAL NOTES:
THE CONTAMINATED PART OF THE GRAVEL FACING. 1, 1
4.
THESE ACCESSIBILITY NOTES AND DETAILS ARE INTENDED TO DEPICT SLOPE AND DIMENSIONAL REQUIREMENTS ONLY. REFER TO -
1. PASSENGER LOADING ZONES SHALL PROVIDE VEHICULAR PULL-UP SPACE NINETY-SIX (96) INCHES WIDE MINIMUM AND TWENTY (20) FEET
I I
EXISTING CONDITIONS AND TOPOGRAPHIC SURVEY COMPLETED BY PARAMOUNTE ENGINEERING, INC. THE SURVEY SHALL BE FIELD VERIFIED 13Y
6. SEDIMENT BASIN/SEDIMENT TRAPS - REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN IT ACCUMULATES TO WITHIN ONE ' HALF
SIDEWALK, CURBING, AND PAVEMENT DETAILS FOR ADDITIONAL INFORMATION.
LONG MINIMUM.
CONTRACTOR AND ANY DISCREPANCIES REPORTED TO THE OWNER, OWNERS REPRESENTATIVE AND/OR ENGINEER IMMEDIATELY.
OF THE DESIGN DEPTH. PLACE SEDIMENT IN AN AREA WITH SEDIMENT CONTROLS. CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION
ACCESSIBLE ROUTE NOTES:
2. PASSENGER LOADING ZONES SHALL PROVIDE A CLEARLY MARKED ACCESS AISLE THAT IS SIXTY (60) INCHES WIDE MINIMUM AND EXTENDS
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DAMAGE, PIPING. AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE RISER AND POOL
THE FULL LENGTH OF THE VEHICLE PULL-UP SPACE THEY SERVE.
2.'
REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES ON THE PLANS. THE EXACT LOCATION OF ALL EXISTING
AREA.
I
AT LEAST ONE ACCESSIBLE ROUTE SHALL BE PROVIDED WITHIN THE SITE FROM ACCESSIBLE PARKING SPACES AND ACCESSIBLE
UTILITIES IS NOT KNOWN IN ALL CASES. THE CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF DITCHING OPERATIONS BY OBSERVATIONS,
.
PASSENGER LOADING ZONES; PUBLIC STREETS OR SIDEWALK$; AND PUBLIC TRANSPORTATION STOPS TO THE ACCESSIBLE BUILDING OR
3. ACCESS AISLE SHALL ADJOIN AN ACCESSIBLE ROUTE AND NOT OVERLAP THE VEHICULAR WAY.
ELECTRONIC DEVICES, HAND DIGGING AND BY PERSONAL CONTACT WITH THE UTILITY COMPANIES. IN ORDER TO LOCATE EXISTING UTILITIES IN
7. SKIMMER - INSPECT SKIMMER AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL TO MAKE SURE THAT THE INTAKE MECHANISM, ORIFICE, OR DISCHARCE PIPE
IS NOT CLOGGED WITH TRASH OR SEDIMENT. IF THE BASIN IS DRY, MAKE SURE THAT ANY VEGETATION GROWING ON THE BOTTOM IS NOT HOLDING THE
FACILITY ENTRANCE THEY SERVE.
4. VEHICLE PULL-UP SPACES AND ACCESS AISLES SERVING THEM SHALL BE LEVEL WITH SURFACE SLOPES NOT EXCEEDING 2,0% IN ALL
ADVANCE OF TRENCHING OPERATIONS SO AS TO ELIMINATE OR MINIMIZE DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR ALL COSTS RESULTING FROM ANY DAMAGE TO THE EXISTING UTILITY LINES INCLUDING LOSS OF UTILITY REVENUES. CONTRACTOR SHALL
SKIMMER DOWN, TAKE SPECIAL PRECAUTION IN WINTER TO PREVENT THE SKIMMER FROM PLUGGING WITH ICE.
2.
AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDINGS, ACCESSIBLE FACILITIES, ACCESSIBLE ELEMENTS, AND
DIRECTIONS. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE VEHICLE PULL-UP SPACE THEY SERVE. CHANGES IN LEVEL ARE NOT
PERMITTED.
ARRANGE FOR TEMPORARY SUPPORT OF EXISTING UTILITIES, SUCH AS POLES, CONDUITS, FIBER OPTIC CABLES, TELEPHONE CABLES, WATER LINES,
ACCESSIBLE SPACES THAT ARE ON THE SAME SITE.
ETC.
8. OUTLET PROTECTION - INSPECT RIP RAP OUTLET STRUCTURES WEEKLY AND AFTER SIGNIFICANT 4 INCH OR GREATER) RAINFALL EVENTS TO SEE IF ANY
3.
WALKING SURFACES THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL HAVE A MAXIMUM RUNNING SLOPE OF 5.0% AND A MAXIMUM CROSS
6. FLOOR SURFACES OF VEHICLE PULL-UP SPACES AND ACCESS AISLES SERVING THEM SHALL BE STABLE, FIRM AND SLIP RESISTANT,
EROSION AROUND OR BELOW THE RIP RAP HAS TAKEN PLACE, OR IF STONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO
SLOPE OF 2.0%.
3.
CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS, AND INTERPRETATIONS OF THE DEPARTMENT OF LABOR SAFETY AND HEALTH
PREVENT FURTHER DAMAGE.
'
4.
ANY WALKING SURFACE T14AT IS PART OF AN ACCESSIBLE ROUTE WITH A RUNNING SLOPE GREATER THAN 5.0% IS A RAMP AND SHALL
6. VEHICLE PULL-UP SPACES, ACCESS AISLES SERVING THEM AND A VEHICULAR ROUTE FROM AN ENTRANCE TO THE PASSENGER LOADING
ZONE, AND FROM THE PASSENGER LOADING ZONE TO A VEHICULAR EXIT SERVING THEM. SHALL PROVIDE A VERTICAL CLEARANCE OF ONE
REGULATIONS FOR CONSTRUCTION PROMULGATED UNDER THE OCCUPATIONAL SAFETY AND HEALTH ACT.
9. EMERGENCY SPILLWAY / FOREBAY PROTECTION - AFTER EVERY HIGH-WATER EVENT INSPECT THE INTEGRITY OF THE LINED SPILLWAY AND THE ADJACEBT
COMPLY WITH THE GUIDELINES FOR RAMPS OR CURB RAMPS.
HUNDRED FOURTEEN (1 14) INCHES MINIMUM.
EARTHEN BANKS. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE. REPAIR ANY VOIDS IN THE RIP RAP LINED APRONS,
4.
CONTRACTOR SHALL PLAN AND CONSTRUCT WORK 80 AS TO CAUSE MINIMUM INCONVENIENCE TO THE OWNER AND THE PUBLIC. THE CONTRACTOR
RE-ESTABLISH ANY LOOSE STONES, AND FIX GAPS IN THE ADJACENTVEGETAtIVE COVER.
5.
TRANSITIONS BETWEEN RAMPS, WALKS, LANDINGS, GUTTERS OR STREETS SHALL BE FLUSHAND FREE OF ABRUPT VERTICAL CHANGES (114
ACCESSIBLE ENTRANCE NOTES:
SHALL PROVIDE, ERECT AND MAINTAIN AT ALL TIMES DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS, FENCES,
INCH MAXIMUM VERTICAL CHANGE IN LEVEL PERMITTED).
SIGNS OR OTHER ADEQUATE PROTECTION, INCLUDING FLAGMEN AND WATCHMEN AS NECESSARY TO INSURE THE SAFETY OF THE PUBLIC AS WELL AS
10. GRASS SWALES - INSPECT SWALES WEEKLY AND AFTER EVERY RAINFALL EVENT. AFTER GRASS HAS BEEN ESTABLISHED INSPECT THE SWALES PERIODDALLY
1. ACCESSIBLE ENTRANCES SHALL BE PROVIDED AS REQUIRED BY THE AMERICANS WITH DISABILITIES ACT (2010 ADA STANDARDS) AND THE
NORTH CAROLINA BUILDING CODE, AND APPLICABLE LOCAL LAWS & REGULATIONS.
THOSE ENGAGED IN THE CONSTRUCTION WORK. CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF"CONSTRUCTION
AND AFTER EVERY HEAVY 6 INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. INSPECT THE CHANNEL OUTLET AND ALL ROAD CROSSING,4 FOR
6.
FLOOR SURFACES SHALL BE STABLE, FIRM AND SLIP RESISTANT.
AND MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES"BY THE DOT.
BANK STABILITY AND EVIDENCE OF PIPING OR SCOUR HOLES. REMOVE ALL SIGNIFICANT SEDIMENT ACCUMULATIONS TO MAINTAIN THE DESIGNED CARRrING
7.
THE MINIMUM CLEAR WIDTH OF EXTERIOR ACCESSIBLE ROUTES SHALL BE FORTY-EIGHT (48) INCHES MINIMUM MEASURED BETWEEN
2. ENTRANCE DOORS, DOORWAYS AND GATES SHALL COMPLY WITH THE AMERICANS WITH DISABILITIES ACT (2010 ADA STANDARDS) THE NO
CAPACITY. KEEP THE GRASS IN A HEALTHY, VIGOROUS CONDITION AT ALL TIMES, SINCE IT IS THE PRIMARY EROSION PROTECTION FOR THE CHANNEL. I
HANDRAILS WHERE HANDRAILS ARE PROVIDED (NC BUILDING CODE 1104.1 & 1104.2).
BUILDING CODEIANSI Al 17.1 AND SHALL BE ON AN ACCESSIBLE ROUTE.
5.
ALL MATERIAL CLEARED OR DEMOLISHED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK SHALL BECOME THE PROPERTY OF THE
CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF -SITE.
11. ROCK CHECK DAM - INSPECT WEEKLY, AND AFTER EVERY RAINFALL EVENT AND REPAIR IMMEDIATELY. CLEAN OUT SEDIMENT. STRAW, LIMBS, OR OTHER
8.
WHERE AN ACCESSIBLE ROUTE MAKES A 180 DEGREE TURN AROUND AN OBJECT THAT IS LESS THAN FORTY-EIGHT (48) INCHES IN WIDTH,
DEBRIS THAT COULD CLOG THE CHANNEL WHEN NEEDED. ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION FROM HIGH
CLEAR WIDTH SHALL BE FORTY­-FW0 (42) INCHES MINIMUM APPROACHING THE TURN, FORTY-EIGHT (48) INCHES MINIMUM DURING THE TURN,
TRAFFIC NOTES:
6.
ALL WORK BY THE CONTRACTOR SHALL BE WARRANTEED BY THE CONTRACTOR FOR A PERIOD OF ONE YEAR AFTER THE OWNER ACCEPTS THE WORK.
FLOWS AROUND THE EDGES OF THE DAM. CORRECT ALL DAMAGE IMMEDIATELY. IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS, ADDITIONAL MEASLRES
AND FORTY-TWO (42) INCHES MINIMUM LEAVING THE TURN. THE CLEAR WIDTH APPROACHING AND LEAVING THE TURN MAY BE THIRTY-SIX
.
CAN BE TAKEN SUCH AS INSTALLING A PROTECTIVE RIP RAP LINER IN THAT PORTION OF THE CHANNEL. REMOVE SEDIMENT ACCUMULATED BEHIND THE
DAMS
(36) INCHES MINIMUM WHEN THE CLEAR WIDTH AT THE TURN IS SIXTY (60) INCHES MINIMUM..' SEE NOTE 7 ABOVE FOR NO CLEAR WIDTH OF
1. ALL PAVEMENT MARKINGS IN PUBLIC RIGHTS -OF -WAY & FOR DRIVEWAY(S) ARE TO BE THERMOPLASTIC &
7.
CONTRACTOR SHALL CALL THE NORTH CAROLINA ONE -CALL CENTER AT 1 [phone] AND ALLOW THE CENTER TO LOCATE EXISTING UTILITIES
AS NEEDED TO PREVENT DAMAGE TO CHANNEL VEGETATION, ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE CHECK DAM, AND PREVENT LARGE
FLOWS
EXTERIOR ACCESSIBLE ROUTES*
MEET NCDOT STANDARDS.
FROM CARRYING SEDIMENT OVER THE DAM. ADD STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION.
BEFORE DIGGING.
9,
AN ACCESSIBLE ROUTE WITH A CLEAR WIDTH LESS THAN SIXTY (60) INCHES SHALLPROVIDE PASSING SPACES AT INTERVALS OFTWO
PERMANENT SEEDING SCHEDULE - MIXTURE 5CP
HUNDRED (200) FEET MAXIMUM, PASSING SPACES SHALL BE EITHER A SIXTY (60) INCH MINIMUM BY SIXTY (60) INCH MINIMUM SPACE; OR AN
2. TRAFFIC CONTROL DEVICES (INCLUDING SIGNS AND PAVEMENT MARKINGS) IN AREAS OPEN TO PUBLIC
DEMOLITION
NOTES:
INTERSECTION OF TWO (2) WALKING SURFACES THAT PROVIDE A COMPLIANT T-SHAPED TURNING SPACE, PROVIDED THE BASE AND ARMS
TRAFFIC ARE TO MEET MUTCD (MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES) STANDARDS.
OF THE T-SHAPED SPACE EXTEND FORIY­EIGHT (48) INCHES MINIMUM BEYOND THE INTERSECTION.
1.
CONTRACTOR TO COORDINATE WITH THE OWNER TO PROPERLY MAINTAIN OR RELOCATE EXISTING SERVICE CONNECTIONS WHEN NECESSARY.
Seeding Mixture
10.
DOORS, DOORWAY$ AND GATES THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH THE AMERICANS WITH DISABILITIES ACT
3. ALL TRAFFIC CONTROL SIGNS AND MARKINGS NOT WITHIN THE PUBLIC RIGHT-OF-WAY ARE TO BE MAINTAINED
SPECIES RATE (LB/ACRE)
(2010 ADA STANDARDS). THE NORTH CAROLINA BUILDING CODE/ ANSI A117.1, AND APPLICABLE LOCAL LAWS& REGULATIONS.
BY THE PROPERTY OWNER IN ACCORDANCE WITH MUTCD STANDARDS.
2.
CONTRACTOR IS TO WALK THE SITE AND BECOME FAMILIAR WITH THE SCOPE OF DEMOLITION REQUIRED. ALL DEMOLITION WORK REQUIRED TO CONSTRUCT
NEW SITE IMPROVEMENTS WILL BE PERFORMED BY THE CONTRACTOR AND WILL BE CONSIDERED UNCLASSIFIED EXCAVATION.
CENTIPEDE GRASS 10-20
11.
DIRECTIONAL SIGNAGE INDICATING THE ROUTE TO THE NEAREST ACCESSIBLE BUILDING ENTRANCE SHALL BE PROVIDED AT INACCESSIBLE
1
4. ALL PARKING STALL MARKINGS AND LANE ARROWS WITHIN THE PARKING AREAS SHALL BE WHITE.
BUILDING ENTRANCES.
3.
DEMOLITION SHALL INCLUDE BUT IS NOT LIMITED TO THE EXCAVATION, HAULING AND OFFSITE DISPOSAL OF CONCRETE PADS, CONCRETE DITCHES,
I
Seeding Dates
12.
WHERE POSSIBLE, DRAINAGE INLETS SHALL NOT BE LOCATED ON AN ACCESSIBLE ROUTE. IN THE EVENT THAT A DRAINAGE INLET MUST BE
5. ANY OPEN CUTTING OF A NCDOT STREET REQUIRES AN ENCROACHMENT PERMIT, IN CERTAIN CASES, AN
ENTIRE RESURFACING OF THE AREA BEING OPEN CUT MAY BE REQUIRED.
FOUNDATIONS, SLAB S. STEPS, AND STRUCTURES, ABANDONED UTILITIES, BUILDINGS, PAVEMENTS AND ALL MATERIALS CLEARED AND STRIPPED TO THE
LOCATED ON AN ACCESSIBLE ROUTE, THE GRATE SHALL COMPLY WITH THE AMERICANS WITH DISABILITIES ACT (2010 ADA STANDARDS),
EXTENT NECESSARY AS DIRECTED BY THE SOILS ENGINEER FOR THE INSTALLATION OF THE NEW IMPROVEMENTS AND WITHIN THE LIMITS OF CLEARING AND
MARCH-JUNE
A117.1, THE NC BUILDING CODE, AND APPLICABLE LOCAL LAWS & REGULATIONS
6. TACTILE WARNING MATS TO BE INSTALLED AT ALL WHEELCHAIR RAMPS.
GRADING AND AS SHOWN ON THESE PLANS.
RAMP NOTES:
I
Soil Amendments 1
7. A LANDSCAPING PLAN, INDICATING THE LOCATION OF REQUIRED STREET- YARD PLANTINGS SHALL BE
4.
THE CONTRACTOR SHALL PROTECT ALL ADJACENT PROPERTY, STRUCTURES AND UTILITIES ON THE PROPERTY NOT TO BE DEMOLISHED. DAMAGE TO
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 300 LBIACRE 10-10-10 FERTILIZER,
I ,
ANY PART OF AN ACCESSIBLE ROUTE WITH A RUNNING SLOPE GREATER THAN 5% SHALL BE CONSIDERED A RAMP.
PROVIDED FOR REVIEW OF SIGHT DISTANCES.
PROPERTIES OF OTHERS DUE TO THE CONTRACTOR's ACTIVITIES SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT NO COST TO OWNER.
2.
THE MAXIMUM RUNNING SLOPE FOR A RAMP SHALL BE 8.33% AND THE MAXIMUM CROSS SLOPE SHALL BE 2.0%.
8. ALL SIGNS AND PAVEMENT MARKINGS IN AREAS OPEN TO PUBLIC TRAFFIC ARE TO MEET MUTCD STANDARDS.
5.
ELECTRIC, TELEPHONE, SANITARY SEWER, WATER AND STORM SEWER UTILITIES THAT SERVICE OFF -SITE PROPERTIES SHALL BE MAINTAINED DURING THE
Mulch
3.
THE CLEAR WIDTH OF AN EXTERIOR RAMP RUN SHALL BE FORTY EIGHT INCHES (NC BUILDING CODE 1104.1). WHERE HANDRAILS ARE
CONSTRUCTION PROCESS BY THE CONTRACTOR.
PROVIDED ON THE RAMP RUN, THE CLEAR WIDTH SHALL BE MEASURED BETWEEN THE HANDRAILS.
SITE NOTES:
DO NOT MULCH.
6.
THE CONTRACTOR SHALL PRODUCE A PHOTOGRAPHIC RECORD (DIGITAL) OF DEVELOPMENT COMMENCING WITH A RECORD OF THE SITE AS IT APPEARS
4.
THE RISE FOR ANY RAMP RUN SHALL BE THIRTY (30) INCHES MAXIMUM.
I . ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE- REPORTED TO THE OWNER
BEFORE DEMOLITION HAS BEGUN. AFTERWARDS, A PHOTOGRAPHIC RECORD SHALL BE MAINTAINED WEEKLY DURING CONSTRUCTION AND ENDING WITH A
S.
LANDINGS SHALL BE PROVIDED AT THE TOP AND BOTTOM OF RAMPS. LANDINGS SHALL HAVE A SLOPE NOT STEEPER THAN 2.0% IN ANY
PRIOR TO START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR
PHOTOGRAPHIC RECORD OF THE DEVELOPMENT AS IT APPEARS AFTER DEMOLITION. THIS RECORD
Maintenance I
DIRECTION. THE LANDING CLEAR WIDTH SHALL BE AT LEAST AS WIDE AS THE WIDEST RAMP RUN LEADING TO THE LANDING. THE LANDING
VERIFICATION OF ALL SETBACKS, EASEMENTS AND DIMENSIONS SHOWN HEREON BEFORE BEGINNING
SHALL BE DELIVERED TO THE OWNER.
FERTILIZE VERY SPARINGLY--20 LB/ACRE NITROGEN IN SPRING WITH NO PHOSPHORUS. CENTIPEDE GRASS CANNOT TOLERATE HIGH PH�
CLEAR LENGTH SHALL BE SIXTY (60) INCHES LONG MINIMUM. RAMPS THAT CHANGE DIRECTION BETWEEN RUNS AT LANDINGS SHALL HAVE A
CONSTRUCTION.
OR EXCESS FERTILIZER. I
CLEAR LANDING OF SIXTY (60) INCHES BY SIXTY (60) INCHES MINIMUM.
7.
EXISTING CURB AND GUTTER, LIGHTS, SIDEWALK, AND UTILITIES NOT INTENDED FOR DEMOLITION SHALL BE MAINTAINED, PROTECTED AND UNDISTURBED
6.
RAMP RUNS WITH A RISE GREATER THAN SIX (6) INCHES SHALL HAVE HANDRAILS ON BOTH SIDES COMPLYING WITH THE AMERICANS WITH
2. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC SHALL BE
DURING DEMOLITION.
DISABILITIES ACT (2010 ADA STANDARDS), THE NC BUILDING CODEIANSI Al 17.1. AND APPLICA13LE LOCAL LAWS & REGULATIONS.
PROTECTED FROM INJURY, AND ADJOINING PROPERTY PROTECTED FROM DAMAGE,
8.
ALL EMSTING IMPROVEMENTS INDICATED OR REQUIRED TO BE DEMOLISHED SHALL INCLUDE REMOVAL FROM THE PROPERTY AND PROPER DISPOSAL
TEMPORARY SEEDING -LATE WINTER/EARLY SPRING 1
7.
FLOOR SURFACES OF RAMPS AND LANDINGS SHALL BE STABLE, FIRM AND SLIP RESISTANT.
3. ACCES_�'l TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING, ETC., SHALL REMAIN UNDISTURBED, UNLESS
9.
CONTRACTOR SHALL COORDINATE RELOCATION OF ALL EXISTING OVERHEAD AND UNDERGROUND UTILITIES INCLUDING CABLE, GAS, TELEPHONE AND
Seeding Mixture
8.
EDGE PROTECTION COMPLYING WITH AMERICANS WITH DISABILITIES ACT (2010 ADA STANDARDS). THE NO BUILDING CODEIANSI Al 17.1, AND
APPLICABLE LOCAL LAWS & REGULATIONS SHALL BE PROVIDED ON EACH SIDE OF RAMP RUNS AND ON EACH SIDE OF RAMP LANDINGS.
COORDINATED WITH THE RESPECTIVE UTILITY.
ELECTRIC AND ANY OTHER UTILITIES THROUGH THE SITE WITH THE RESPECTIVE COMPANIES.
WINTER AND EARLY SPRING
9.
WHERE DOORWAYS ARE LOCATED ADJACENT TO A RAMP LANDING, MANEUVERING CLEARANCES REQUIRED BY THE AMERICANS WITH
4. DO NO-1 SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION.
10.
PROVIDE SMOOTH SAW CUT OF EXISTING PAVEMENTS. CURBS AND GUTTERS AND SIDEWALK$ TO BE DEMOLISHED.
DISABILITIES ACT (2010 ADA STANDARDS), THE NO BUILDING CODE/ANSI Al 17.1 SHALL BE PERMITTED TO OVERLAP THE REQUIRED LANDING
�
AREA. WHERE DOORS THAT ARE SUBJECT TO LOCKING ARE ADJACENT TO A RAMP LANDING, LANDINGS SHALL BE SIZED TO PROVIDE A
6. THE GENERAL CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE UPON COMPLETION OF THE
11.
A" DEMOLITION WORK SHALL BE DONE IN STRICT ACCORDANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS AS WELL AS OSHA REGULATIONS.
SPECIES RATE (LBIACRE)
COMPLIANT TURNING SPACE.
PROJECT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION.
12.
EXISTING FIRE HYDRANTS ARE TO REMAIN IN SERVICE.
RYE (GRAIN) 120
CURB RAMP NOTES:
6. THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE "CONSTRUCTION LIMITS' BROOM
I
�
ANNUAL LESPEDEZA (KOBE IN PIEDMONT AND COASTAL
1.
THE MAXIMUM RUNNING SLOPE OF A CURB RAMP SHALL BE 8.330/6 AND THE MAXIMUM CROSS SLOPE SHALL BE 2.0%.
CLEAN AT ALL TIMES.
13.
INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS, BUT THE CONTRACTOR MUST DETERMINE THE EXACT
PLAIN, KOREAN IN MOUNTAINS) 60 1
2.
COUNTER SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY ADJACENT TO THE CURB RAMP SHALL NOT BE STEEPER
LOCATION AND ELEVATIONS OF THE MAINS BY DIGGING TEST PITS BY HAND.
I
I
THAN SO/S. THE ADJACENT SURFACES AT TRANSITIONS AT CURB RAMPS TO WALKS, GUTTERS AND STREETS SHALL BE AT THE SAME LEVEL.
7. ALL UTILITIES TO SERVICE PROPOSED STRUCTURE SHALL 13E UNDERGROUND ON SITE.
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND
EROSION CONTROL AND SEQUENCE OF CONSTRUCTION NOTES:
BEYONDJUNE,
3.
THE CLEAR WIDTH OF A CURB RAMP SHALL BE $6 INCHES (36) MINIMUM, EXCLUSIVE OF FLARED SIDES, IF PROVIDED. 'NOTE NO BUILDING
a. ALL S-,-kEET SURFACES, DRIVEWAYS, CULVERTS, CURB AND GUTTERS, ROADSIDE DRAINAGE DITCHES
CODE REQUIRES EXTERIOR ACCESSIBLE ROUTES TO BE 48 INCHES MINIMUM WIDE (I 104.1 &1104,2).'
AND OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED IN ANY MANNER As A RESULT OF
NOTE: THESE EROSION CONTROL AND SEQUENCE OF CONSTRUCTION NOTES ARE INTENDED FOR EACH"PHASE"OF CONSTRUCTION. THE ORDER AND STEPS TAKEN
MUST BE IMPLEMENTED AS EACH PART OF THE PROJECT IS DEVELOPED; WHETHER AS A WHOLE OR IN PHASES. ANY EROSION CONTROL DEVICES/MEASURES MUST
SUMMER 1
4.
LANDINGS SHALL BE PROVIDED AT THE TOP OF CURB RAMPS. THE CLEAR LENGTH OF THE LANDING SHALL BE THIRTY-SIX (36) INCHES
CONSTRUCTION SHALL BE REPLACED OR REPAIRED IN ACCORDANCE WITH THE SPECIFICATIONS.
REMAIN IN PLACE UNTIL THE ENTIRE BASIN DESIGNED TO HANDLE SEDIMENTATION AND EROSION IS STABILIZED AND ALL IMPROVEMENTS WITHIN THE BASIN ARE
MINIMUM. THE CLEAR WIDTH OF THE LANDING SHALL BE AT LEAST AS WIDE AS THE CURB RAMP, EXCLUDING FLARED SIDES, LEADING TO
COMPLETE.
THE LANDING. LANDINGS SHALL HAVE A SLOPE NOT STEEPER THAN 2% IN ANY DIRECTION.
9. CONTRACTOR SHALL MAINTAIN AN "AS -BUILT" SET OF DRAWINGS TO RECORD THE EXACT LOCATION OF
SPECIES RATE (LBIACRE)
S.
IF A CURB RAMP IS LOCATED WHERE PEDESTRIANS MUST WALK ACROSS THE RAMP, OR WHERE IT IS NOT PROTECTED BY HANDRAILS OR
ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE OWNER UPON COMPLETION
PHASEI:
GERMAN MILLET 40
GUARDRAILS, IT SHALL HAVE FLARED SIDES.
OF THE PROJECT WITH A COPY OF THE TRANSMITTAL LETTER TO THE ENGINEER.
1.
CONSTRUCT TEMPORARY GRAVEL CONSTRUCTION ENTRANCE(S), ESTABLISH THE LIMITS OF DISTURBANCE, AND CONSTRUCT TEMPORARY SILT FENCE.
6.
WHERE PROVIDED, CURB RAMP FLARES SHALL NOT EXCEED 10%.
10. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE
2.
CLEAR AND REMOVE FROM SITE ALL TREES (ONLY ONES TO BE REMOVED), ROOTS. ROOT MAT, ETC. FROM THE AREA WITHIN THE DESIGNATED CLEARING
FALL
7.
CURB RAMPS AND THE FLARED SIDES OF CURB RAMPS SHALL BE LOCATED 80 THAT THEY DO NOT PROJECT INTO VEHICULAR TRAFFIC
CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE GIVEN TO THE
LIMITS,
LANES, PARKING SPACES OR PARKING ACCESS AISLES. CURBS AT MARKED CROSSINGS SHALL BE WHOLLY CONTAINED WITHIN THE
OWNER FOR REVIEW, NO DEPARTURES FROM THE CONTRACT DOCUMENT SHALL BE MADE WITHOUT
3.
CONTRACTOR SHALL CONSTRUCT SEDIMENT BASINS. WHEN THE GRADING OF EACH BASIN IS COMPLETED, CONTRACTOR SHALL INSTALL OUTLET STRUCTURE
MARKINGS, EXCLUDING ANY FLARED SIDES.
THE PERMISSION OF THE OWNER, THE TOWN OF SURF CITY, OR PENDER COUNTY, RESPECTIVELY.
WITH SKIMMER AND POROUS BAFFLES AS SHOWN ON THE PLANS. CONTRACTOR SHALL CONSTRUCT THE PERMANENT OUTLET STRUCTURE AND PLUG
SPECIES RATE (LB/ACRE)
�
8.
CURB RAMPS SHALL BE LOCATED OR PROTECTED TO PREVENT THEIR OBSTRUCTION BY PARKED VEHICLES.
OPENINGS AS SHOWN ON THE PLANS.
RYE (GRAIN) 120
11. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES. THE ��
9.
IT IS RECOMMENDED TO PROVIDE CURB RAMPS WITH A TWENTY-FOUR (24) INCH DEEP DETECTABLE WARNING COMPLYING WITH 406.12
LOCATION OF ALL EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON PLANS AND WHERE SHOWN
4.
CONSTRUCT TEMPORARY DIVERSION DITCHES AS SHOWN ON THE PLANS.
.
Al 17.1. EXTENDING THE FULL WIDTH OF THE RAMP. REFERTO DETECTABLE WARNING DETAILS AND NOTES FOR PLACEMENT, ORIENTATION
CODE DOES NOT CURRENTLY REQUIRE DETECTABLE WARNINGS AT CURB RAMPS, NOR DO THE 2010 ADA
ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL ON HIS INITIATIVE AND AT NO EXTRA COST HAVE C
PHASE II:
Seeding dates
AND NOTES. THE NO BUILDING
STANDARDS - HOWEVER US DOT ADA REGULATIONS DO REQUIRE THESE.
LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. NO CLAIMS FOR DAMAGES OR �_­l
5.
, INSTALL REMAINING EROSION CONTROL MEASURES AS SHOWN ON THE PLANS WITHIN THE AREA DISTURBED. ALL EROSION CONTROL MEASURES MUST BE
COASTAL PLAIN - DEC.1-APR. 15 - LATE WINTER AND EARLY SPRING
10.
FLOOR SURFACES OF CURB RAMPS SHALL BE DEEP GROOVED. % INCH WIDE BY % INCH DEEP, ONE (1) INCH CENTERS TRANSVERSE TO THE
EXTRA COMPENSATION SHALL ACCRUE TO THE CONTRACTOR FROM THE PRESENCE OF SUCH PIPE 1--i
OTHER OBSTRUCTIONS OR FROM DELAY DUE TO REMOVAL OR REARRANGEMENT OF THE SAME, THE
INSTALLED BEFORE COMMENCING CONSTRUCTION.
APRIL 15 - AUG. 15 - SUMMER
RAMP.
U
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO UNDERGROUND STRUCTURES. CONTACT
6.
PLANT GRASS OVER ALL GRADED AREAS WITHIN THE *NPDES WATER QUALITY TIMEFRAMES"CHART SHOWN RELATIVE TO CEASE OF ANY GRADING ACTIVITY.
AUG. 15 - DEC. 30 - FALL
11.
WHERE PROVIDED, STOP LINES SHALL BE LOCATED IN ADVANCE OF CURB RAMP.
NORTH CAROLINA ONE CALL" TOLL FREE 1-800-632-4949 AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. �D
ONSIBLE FOR CONTACTING ALL NONSUBSCRIBING UTILITIES.
7.
IMMEDIATELY UPON THE INSTALLATION OF ANY STORM DRAINAGE CATCH BASIN, DROP INLET. ETC., THE CONTRACTOR SHALL INSTALL INLET PROTECTION TO
Soil amendments
12.
WHERE PROVIDED, PEDESTRIAN ACTIVATED SIGNALS SHALL BE LOCATED ADJACENT TO THE SIDEWALK AND NOT ON THE SIDEWALK.
9?_�
STOP ANY SEDIMENT FROM ENTERING THE DRAINAGE SYSTEM.
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 760 LB/ACRE 1 0-10-1 0
13.
WHERE PROVIDED. DRAINAGE INLETS SHALL BE LOCATED UPSTREAM OF CURB RAMPS AND NOT IN THE RAMP AREA.
12. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS, EQUIPMENT, ETC., 1---i
8.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND RESTORING TO PRE-CONSTRUTION CONDITIONS ANY AREAS OUTSIDE THE PROJECT LIMITS
FERTILIZER.
THAT MAY BE REQUIRED. C/D
THAT MAY INADVERTENTLY BE DAMAGED DUE TO THE FAILURE OF THE EROSION CONTROL MEASURES.
14,
CURB RAMP TYPE AND LOCATION ARE PER PLAN.
X
9.
DURING GRADING AND AFTER GRADING HAS BEEN COMPLETED, THE CONTRACTOR SHALL CONTINUE TO MAINTAIN PERMANENT AND TEMPORARY EROSION
1
Mulch
.PARKING SPACE NOTES:
13. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS
ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS.
C
CONTROL MEASURES UNTIL FINAL APPROVAL.
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR A MULCH ANCHORING TOOL. A DISK WITH BLADES
1 ,
ACCESSIBLE PARKING SPACES SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE ROUTES OF TRAVEL FROM ADJACENT PARKING TO AN
10.
UPON RECEIVING FINAL APPROVAL, THE CONTRACTOR CAN REMOVE TEMPORARY EROSION CONTROL MEASURES.
SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
ACCESSIBLE BUILDING ENTRANCE.
14. ALL LOT STRIPING AND DIRECTIONAL ARROWS TO BE REFLECTIVE MARKINGS AND SHALL CONFORM TO U
2.
ACCESSIBLE PARKING SPACES SHALL BE AT LEAST NINETY -$IX (96) INCHES WIDE, ACCESS AISLES SHALL BE 60 INCHES WIDE. ONE OF SIX
NCDOT. ALL PARKING STALL MARKINGS AND LANE ARROWS WITHIN THE PARKING AREAS SHALL BE
11.
THE CONTRACTOR SHALL CONTINUE TO WATER, FERTILIZE, MOW AND MAINTAIN SPRIGGED, SODDED, AND PLANTED AREAS UNTILALL CONSTRUG-rION IS
ACCESSIBLE SPACES SHOULD PROVIDE A VAN ACCESSIBLE AISLE. THE AISLE SHOULD BE 96 INCHES WIDE (OR ACCESSIBLE SPACE IS I I
WHITE. P4
COMPLETE.
Maintenance
FEET AND ACCESS AISLE IS FIVE FEET). WHERE PARKING SPACES AND ACCESS AISLES ARE MARKED WITH LINES, THE WIDTH
1
GENERAL EROSION AND SEDIMENT CONTROL NOTES:
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER
MEASUREMENTS SHALL BE MADE FROM CENTERLINE OF THE MARKINGS, WHERE PARKING SPACES OR ACCESS AISLES ARE NOT ADJACENT
TO ANOTHER PARKING SPACE OR ACCESS AISLES, MEASUREMENTS SHALL BE PERMITTED TO INCLUDE THE FULL WIDTH OF THE LINE
15. ALL PARKING LOT DIMENSIONS ARE FROM FACE OF CURB UNLESS NOTED OTHERWISE. C
DAMAGE.
DEFINING THE PARKING SPACE OR ACCESS AISLE.
1 ".4
1 .
THE EROSION CONTROL PLAN SHALL INCLUDE PROVISIONS FOR GROUNDCOVER ON ALL EXPOSED PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES,
ALL SLOPES STEEPER THAN 3:1, AND ALL DISTURBED AREAS WITHIN THE HOW LINE WITHIN 7 CALENDAR DAYS FROM THE LAST LAND DISTUR13ING ACTIVITY.
GENERAL UTILITY NOTES
3. PARKING ACCESS AISLES SHALL BE PART OF AN ACCESSIBLE ROUTE TO THE BUILDING OR FACILITY ENTRANCE AND SHALL COMPLY WITH
16. LANDSCAPE PLANTINGS AT ENTRANCE/ EXITS WILL BE INSTALLED AND MAINTAINED SO As NOT TO
INTERFERE WITH SIGHT DISTANCE NEEDS OF DRIVERS IN THE PARKING AREA AND AT ENTRANCE/EXIT
��
GROUND COVER SHALL BE PROVIDED ON ALL OTHER DISTURBED AREAS WITHIN 14 CALENDAR DAYS FROM THE LAST LAND DISTURBING ACTIVITY.
I
PROVISIONS FORACCESSIBLE ROUTES. MARKED CROSSINGS SHALL BE PROVIDED WHERE THE ACCESSIBLE ROUTE MUST CROSS
VEHICULAR TRAFFIC LANES. WHERE POSSIBLE, IT IS PREFERABLE THAT THE ACCESSIBLE ROUTE NOT PASS BEHIND PARKED VEHICLES.
LOCATIONS PER LOCAL STANDARDS.
W
2.
UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND
1. ALL STORM SEWERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH BRUNSWICK COUNTY AND NCOOT
REQUIREMENTS AS SPECIFIED ON THE DRAWINGS AND IN THE PROJECT SPECIFICATIONS.
4. TWO (2) ACCESSIBLE PARKING SPACES MAY SHARE A COMMON ACCESS AISLE.
17. SEEDING TO BE INSTALLED TO LOCAL REQUIREMENTS & STANDARD PRACTICES. V�
MAINTAINED IN ACCORDANCE WITH THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL
�
HANDBOOK (NO SEPARATE PAYMENT),
2. BEDDING FOR ALL STORM SEWER PIPE SHALL BE AS SPECIFIED ON THE DRAWINGS, I
5. ACCESS AISLES SHALL EXTEND THE FULL LENGTH OF THE PARKING SPACE THEY SERVE,
18. ALL DIMENSIONS AND RADII ARE TO OUTSIDE FACE OF BUILDING OR TO FACE OF CURB UNLESS <1�
3.
THE CONTRACTOR SHALL NOTIFY PLAN APPROVING AUTHORITY ONE WEEK PRIOR TO THE PRECONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE
� 1
6. ACCESS AISLES SHALL BE MARKED SO AS TO DISCOURAGE PARKING IN THEM.
OTHERWISE NOTED.
�
COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO FINAL INSPECTION.
3. ALL STORM SEWER PIPES SHOWN AS RCP ON THE PLANS SHALL BE REINFORCED
CONCRETE PIPE CONFORMING TO ASTM C-76, UNLESS INDICATED OTHERWISE ON
7. ACCESS AISLES SHALL NOT OVERLAP THE VEHICULAR WAY. ACCESS AISLES SHALL BE PERMITTED TO BE PLACED ON EITHER SIDE OF THE
4.
ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO CLEARING ANDIOR LAND DISTURBANCE. THE TEMPORARY CONSTRUCTION
PLANS.
PARKING SPACE EXCEPTFOR ANGLED VAN PARKING SPACES WHICH SHALL HAVE ACCESS AISLES LOCATED ON THE PASSENGER SIDE OF
ENTRANCE SHOULD BE THE FIRST MEASURE INSTALLED.
THE PARKING SPACES.
9 �
5.
A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN AND PERMIT SHALL BE MAINTAINED ON THE SITE AT ALL TIMES.
WETLAND NOTES:
I
8. FLOOR SURFACES OF PARKING SPACES AND ACCESS AISLES SERVING THEM SHALL BE STABLE, FIRM AND SLIP RESISTANT. ACCESS AISLES
SHALL BEAT THE SAME LEVEL AS THE PARKING SPACES THEY SERVE. CHANGES IN LEVEL ARE NOT PERMITTED.
0
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6.
PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO OFF -SITE
BORROW OR WASTE AREAS, STAGING OR STORAGE AREAS), THE CONTRACTOR SHALL PREPARE AND SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN
I ) WETLANDS SHOWN ON -SITE WERE DELINEATED BY LAND MANAGMENT GROUP. INC. AND
9. PARKING SPACES AND ACCESS AISLES SHALL BE LEVEL WITH SURFACE SLOPES NOT EXCEEDING 2.0% IN ALL DIRECTIONS,
--,, , " , , %
;5,�Ij
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APPROVED BY THE ACOE.
I .
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TO THE OWNER FOR REVIEW AND TO NCDEMLR FOR APPROVAL. CONTRACTOR SHALL PAY ALL FEES REQUIRED AND SHALL INSTALL NECESSARY MEASURES
AT NO SEPARATE PAYMENT. THE CONTRACTOR SHALL PROVIDE THE OWNER AND THE ENGINEER A COPY OF THE AMENDED PERMIT.
10. PARKED VEHICLE OVERHANGS SHALL NOT REDUCE THE REQUIRED CLEAR WIDTH OF AN ACCESSIBLE ROUTE.
� I .
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4
1
K=w whaft below.
7.
THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND
ROOF DRAIN NOTE:
I
81
SEDIMENTATION AS DETERMINED BY EITHER THE REVIEWING AGENCY OR THE ENGINEER. (NO SEPARATE PAYMENT).
ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE
I
1) PROPOSED BUILDING SHALL DIVERT ROOF DRAINAGE TO STORMWATER COLLECTION SYSTEM. I
Call fg_�-_
it - ! of !- fftiv R _- -
N
DEVELOPMENT UNTIL FINAL STABIL17ATION IS ACHIEVED.
X mt-^ n a slnu%
9. ALL AREAS DISTURBED BY CONSTRUCTION UNLESS OTHERWISE IMPROVED SHALL BE SODDED OR SEEDED AS INDICATED AND STABILIZED. EXISTING UTILITY NOTES: I
I
10. DURING DEWATERING OPERATIONS. WATER SHALL BE PUMPED INTO AN APPROVED FILTERING DEVICE PRIOR TO DISCHARGE TO RECEIVING OUTLET. 1. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THE ACTUAL LOCATION AND AVAILABILITY OF
11. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY ALL EXISTING AND PROPOSED UTILITIES IN THE FIELD PRIOR TO GROUND BREAKING.
REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY.
2. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE GROUND, ARE BASED ON A FIELD
i2. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED BY CONTRACTOR ONCE STABILIZATION ORA SUFFICIENT GROUND COVERHASBEEN SURVEY AND THE BEST AVAILABLE RECORD DRAWINGS. THE CONTRACTOR SHALL FIELD VERIFY FIELD CONDITIONS
ESTABLISHED OR AS DIRECTED BY THE ENGINEER. (NOSEPARATE PAYMENT). NCDEMLF;VS FINAL APPROVAL IS REQUIRED. PRIOR TO BEGINNING RELATED CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE OWNERS
13. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE REQUIRED AT ALL CONSTRUCTION STAGING AREA ENTRANCES AND ALL CONSTRUCTION ACCESS REPRESENTATIVE IMMEDIATELY.
LOCATIONS INTO NON -PAVED AREA. (NO SEPARATE PAYMENT).
14. WHEN CROSSING CREEK OR DRAINAGE -WAY, THE DIVISION OF WATER QUALITY SHALL BE CONTACTED PRIOR TO DISTURBING A CREEK. THE CONTRACTOR
-
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SHALL INSTALL RIP -RAP WITH FABRIC ALONG DISTURBED BANKS AND CHANNEL AND RESTORE SLOPES TO ORIGINAL CONTOURS, BUT NOT STEEPER THAN 2:1 .
�, MAXIMUM, DISTURBED CREEK AREA SHALL BE STABILIZED IMMEDIATELY. _�j
NPDES WATER QUALITY STABILIZATION TIME FRAMES 11 ucu--u U f_UW1
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIAYA-
PERIMETER DIKES, SWALES, DITCHES AND SLOPES
7 DAYS
.
NONE
HIGH QUALITY WATER (HQW) ZONES
7 DAYS
NONE
SLOPES STEEPER THAN 3:1
7 DAYS
.
IF SLOPES ARE 10'OR LESS IN LENGTH AND ARE
. NOT STEEPER THAN 2:1,14 DAYS ARE ALLOWED
SLOPES 3:1 OR FLATTER
,
14 DAYS
-
7 DAYS FOR SLOPES GREATER THAN 61Y IN LENGTH
I ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1
1 14 DAYS
NONE, EXCEPT FOR PERIMETER$ AND HQW ZONES
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N OTATION: NOTES: ASPHALT AREA NOTE:
CB = CATCHBASIN Tc = TOP OF CURB ELEVATION 1.) SEE GENERAL NOTES SHEET (C-1.0) FOR GRADING, DRAINAGE AND EROSION CONTROL NOTES AND DETAILS FOR MORE 1.) SITE CONTRACTOR SHALL STRIP TOPSOIL AND ANY UNSUITALBE MATERIAL AND PROVIDE CUTIFILL OPERATIONS TO
DCB = DOUBLE CATCH BASIN BC = BOTTOM OF CURB (GUTTER) ELEVATION INFORMATION. PROVIDE A COMPACTED CONTROLLED SUBGRADE, IN ACCORDANCE WITH THE SUBSURFACE GEOTECHNICAL
DI = DROP INLET PG = PROPOSED GRADE EXPLORATION AND TECHNICAL SPECIFICATIONS.
DDI = DOUBLE DROP INLET HP = HIGH POINT ELEVATION 2.) ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL TOWN OF OCEAN ISLE BEACH AND BRUNSWICK COUNTY
Yl = YARD INLET (2-SIDE OPEN THROAT) SW = SIDEWALK ELEVATION STANDARDS AND SPECIFICATIONS. BUILDING PAD NOTE:
MH = STORM MANHOLE FLUME = CONCRETE DRAINAGE FLUME FLOWLINE ELEVATION
YD = YARD DRAIN RP = RAMP . 3.) GEOTECHNICAL TESTING SHALL BE PERFORMED AND A GEOTECHNICAL ENGINEER SHALL BE CONSULTED TO CONFIRM
RD = ROOF DRAIN CONNECTION* PAD = DUMPSTER PAD ELEVATION SUITABILITY OF SUBGRADE MATERIAL AND PROPER COMPACTION IN FILL AREAS. 1.) SITE CONTRACTOR SHALL STRIP TOPSOIL AND ANY UNSUITALBE MATERIAL AND PROVIDE CUT/FILL OPERATIONS TO
PROVIDE A COMPACTED CONTROLLED BUILDING PAD, IN ACCORDANCE WITH THE SUBSURFACE GEOTECHNICAL
*PROVIDE IN -LINE CLEANOUT AND CONNECTION TO DOWNSPOUT SEE ARCHITECTURAL & PLUMBING PLANS FOR DOWNSPOUT CONNECTIONS. 4.) SEE FINE GRADING PLANS (C-4.2 - C-4.3) FOR SPOT GRADES. EXPLORATION AND TECHNICAL SPECIFICATIONS.
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AND PIPED CONVEYANCE FOR
OFFSITE FLOW
Flop FIW
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PROPOSED CULVERT FOR
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CB-115
(CB-117)1
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(ALL IMPERVIOUS TO BE COLLECTED T )ND #1
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STORM SCHEDULE- MH-`120
Upstream
Node
Do nstream
Node
Diameter
(in)
Upstream
Invert
Downstream
Invert
Pipe Length
(ft)
slope (96)
Upstream Rim
Elev
Downstream
Rim Elev
Pipe
Material
FES-100
60.00
14.49
14.00
165
0.30
25.33
-
RCP III
-MH-101
CO-102
MH-101
60.00
14.89
14.49
132
0.30
24.98
25.33
RCP III
Lt5-.LV.l
19.44
19.31
26
RCP III
DI-104
CB-103
24.00
19.50
19.44
12
0.50
25.53
24.98
RCP III
CB-102
60.00
15.30
14.89
136
0.30
26.13
24.98
RCP III
-MH-105
CB-106
MH-105
48.00
17.21
16.89
105
0.30
25.18
26.13
RCP III
CB-107
CB-106
Z1.50
20.91
59
1.00
25.18
RCP III
DI-108
CB-106
36.00
18.47
18.21
86
0.30
25.65
25.18
RCP III
DI-109
DI-108
36.00
18.64
18.47
58
0.30
25.65
25.65
RCP III
DI-110
DI-109
30.00
19.31
19.14
58
0.29
25.65
25.65
RCP III
DI-111
DI-110
30.00
19.48
19.31
58
0.29
25.65
25.65
RCP III
DI-112
DI-111
30.00
19.65
19.48
58
0.30
25.65
111
DI-113
DI-112
24.00
20.33
20.15
59
0.30
25.65
25.65
RCP III
DI-114
DI-113
24.00
20.42
20.33
29
0.30'
26.94
25.65
RCP III
CB-115
MH-10S
48.00
16.70
16.30
132
0.30
24.98
26.13
RCP III
CB-116
c- ___
18.00
21.50
20.97
53
1.01
25.25
24.98
RCP III
CB-11-7
CB-115
20.00
19.64
1 36
1.01
26.10
24.98
RCP III
CB-118
CB-115
42.00
17.69
17.20
166
0.30
25.05
24.98
RCP III
CB-119
CB-118
18.00
21.25
20.99
26
0.99
25.05
25.05
RCP III
CB-120
c
12.00
17.86
17.69
54
0.30
25.74
25.05
RcP III
CB-120
42.00
18.25
17,86
131
0.30
24.55
25.74
RCP III
-CB-121
CB-122
CB-121
42.00
18.69
18.25
148
1 0.30
24.55
24.55
RCP III
RD-123
CB-122
18.00
19.44
19.19
50
0.50
25.93
24.55
RcP III
MH-124
CB-122
36.00
19.69
19.19
168
0.30
25.00
24.55
RCP I [I
RD-125
MH-124
18.00
22.16
21.69
46
1.00
27.01
25.00
RCP III
MH-126
MH-124
30.00
20.64
20.19
147
0.30
27.69
25.00
Rcr 111
CB-127
MH-126
30.00
20.81
20.64
57
0.30
1 28.40
27.69
RCP III
DI-128
CB-127
24.00
21.00
20.95
19
0.30
26.00
28.40
RCP III
CB-129
CB-127
24.00
21.66
21.59
26
0.29
28.41
28.40
RCP III
CB-130
CB-129
24.00
21.75
21.66
29
0.31
26.70
28.41
1P III
DI-131
CB-130
24.00
21.99
21.75
81
0.30
26.70
26.70
RCP III
DI-132
DI-131
18.00
22.67
22.49
60
0.30
26.70
26.70
RCP III
DI-133
DI-132
15.00
23.10
22.92
60
0.30
26.70
26.70
RCP III
MH-201
FES-200
36.00
18.18
17.75
58
0.74
26.59
-
RCP III
CB-202
MH-201
24.00
19.81
19.18
126
0.50
25.00
26.59
RCPIII
CB-203
CB-202
24.00
19.94
19.81
26
0.50
25.00
25.00
RCP III
DI-204
CB-203
24.00
20.00
19.94
12
0.50
25.85
25.00
RCP III
MH-2D1
30.00
20.29
19.70
118
0.50
27.82
26.59
RCP III
-CB-205
CB-205
24.00
21.00
20.92
17
0.47
28.37
27.82
RCP III
_-D-1-206
CB-207
CB-205
24.00
20.92
20.79
26
0.50
27.82
27.82
RCP III
DI-208
CB-207
24.00
21,00
20.92
17
0.47
28.23
27.82
RCP III
FES-300
18.00
19.99
19.75
44
0.54
24.54
-
RCP III
-CB-301
CB-302
CB-301
15.00
21.00
20.74
26
1.00
24.54
24.54
RCP III
MH-303
CB-301
15.00
20.46
20.24
62
0.35
25.22
24.54
RCP III
CB-304
MH-303
15.00
21.58
20.46
320
0.35
26.94
25.22
RCP III
CB-305 I
CO-304
15.00
22.44
21.58
245
0.35
26.18
26.94
RCP III
-CB-306 I
. CB-305
15.00
22.70
22.44
26
1.00
26.18
26.18
RcP III
A
PROPOSED RETAINING WALL
(DESIGN BY OTHERS)
Ap
INFILTRATION BASIN #2
(SEE DETAILS)
-IN
ILLING BASIN
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INFILTRATION BASIN #2 EMERGENCY
SPILLWAY (SEE DETAIL)
CB�301
PROPOSED BYPASS SWALE FOR
Z
FUTURE DEVELOPMENT AREA TO
BE PERMITTED SEPARATELY M
CB-302 50'STREAM SETBACK E c 1XV1
MH-303 (ALL IMPERVIOUS TO BE COLLECTED AND CONVEYED
TO THE DESIGNED STORMWATER SYSTEM) jAw
DRAINAGE NOTES:
1.) DRAINAGE EASEMENT AND 8TORMWATER SYSTEM MAINTENANCE IS THE RESPONSIBILITY OF THE DEVELOPER OR HOA,
INCLUDING PONDS, PIPES, AND INFILTRATION BASINS AND TRENCHES.
2.) ALL IMPERVIOUS MUST DRAIN TO THE DESIGNED STORMWATER SYSTEM, PER THE APPROVED PLANS.
ale
3.) NO OBSTRUCTIONS ARE ALLOWED IN DRAINAGE EASEMENTS, INCLUDING FENCES.
4.) ALL STORM DRAINAGE STRUCTURES SHALL MEET NODOT STANDARDS AND SPECIFICATIONS AND SHALL BE TRAFFIC RATED
FOR H-20 LOADS AT A MINIMUM.
5.) ALL CATCH BASIN (CB) RIM ELEVATIONS AND YARD INLET (YI) THROAT ELEVATIONS ARE LISTED AS THE 'GUTTER OF FLOWLINE
ELEVATION"WiTHIN THE CURB SECTION. THE CONTRACTOR SHALL MAINTAIN A UNIFORM EDGE OF PAVEMENT (EOP) WHEN
TRANSITION FROM 24� STANDARD CURB & GUTTER, THE RIM ELEVATION GIVEN IS I INCH BELOW EOP.
PLACING THE STORM INLETS WITHIN THE CURB -LINE (SEE 'CURB TRANSITION' DETAIL). FOR CATCH BASINS WITHIN A
6.) MANHOLE RIM ELEVATION SHOWN ABOVE IS FLUSH WITH PROPOSED GRADE. CONTRACTOR SHALL PROVIDE 6- CLEARANCE
cl, "d J, Kwwwhaftbelow.
ABOVE PROPOSED GRADE WHEN PLACED IN A GRASSIPERVIOUS AREA; AND A FLUSH CONDITION WITH PROPOSED PAVEMENT
OR IMPERVIOUS COVER. Call bohn YOU dig.
7.) PROPOSED BUILDINGS SHALL DIVERT ROOF DRAINAGE TO STORMWATER COLLECTION SYSTEM.
GRAPHIC SCALE
8.) CONTRACTOR SHALL ADJUST ALL FRAMES OF EX. UTILITY INFRASTRUCTURE WITHIN ASPHALT OVERLAY AREAS TO MATCH 0 30 60 120 240
PROPOSED GRADES.
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GB 118
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LOW FLOW ORIFICE PIPE SEED ALL SLOPES ABOVE
_ (SEE DETAIL) PERMANENT POOL EL.
TOP OF DAM EL. = 26.25 TOP OF DAM EL. = 26.25
SECONDARY OUTLET
STRUCTURE
6:1 SHELF BELOW PERMANENT POOL PLANTED
(SEE DETAIL} SUITABLE PLANTS 3 WITH SUITABLE WETLAND SPECIES OR, -
100 YR. EL. = 25.17 - - - - - - _ _ _ - - - - - - - - - - - -_.. - - - _ PICKERELWEED (PONTEDERIA CORDATA) f -- � 1 -^•�---6 _" VEGETATION.
-------------------------------------------- - - - - - - - - - - - - - - DUCK POTATO (SAGGITARIALATIFOLIAAND SAGGITARiACARDINAUS) :1 I-11 �_
TOP EL. FOREBAY =19.50 25 YR. EL. = 24.66 - HEUT
...._.-------------- :----.__...___._..__._ - - - - - - - -- - _._._ ---- _ -
- - --- - - SWAMP ROSE {HIBISCUS MOS OS)
_ _ _ _ _ _ _ _ _ _ _ _ 10 YR. EL. = 24.03 _ _ _ _ _ _ _ T BLUE FLAG (IRIS VIRGINICA) _ PERMANENT POOL EL 20.60
- --- ---- --- y ----- ---_..---- _ -..... - ..�..y _ � ---- --_.- --- N E (LOBELIA Lt )
________ _ -- -- ` - _ _---_ --
CARDI AL FLOWER LO A CARDiNA S --
_. - _... - �YR. EL. = 22.E ._.._ .�. - �. -
-___----._.._._.._--_.._.__._..--.__.._---------__..-.�___.--------- , __ _ _ _ -----.-----..__......_ - 1 _
TEMP. POOL STORAGE EL. = 23.00 - -
WET DETENTION POND PLANTING t ^' - 1 6.5' POND
- - _ - - - -. _. - - - _ _ _ PERMANENT POOL EL. (NORMAL WATER SURFACEL20.50 � 3
- .� - - .._..._.. - _.._ - - _.... �. - - _ - .- - - - _ - - - - - - - - - - - - - - CONTRACTOR TO INSTALL ON THE 6:15LOPED
3 - ci w 1 SHELF, EQUAL NUMBERS OF EACH
1 ,n p OF THE LISTED SUITABLE PLANTS. DURING
FOREB" #1 / #2
;`Q MAIN POND 6, INSTALLAT►ON,GROUPSIMILARSPECIESOF POND SIDE SECTION
�_t
ti l l�
*n PLANTS TOGETHER. INSTALL PLANTS 24" O.C. IN
8 !73 SCH. 40PVC PIPE
SEDIMENT STORAGE EL. =14.0 SEDIMENT STORAGE EL. =15.0 VEG SHELF (TO INFILTRATION BASIN #1) A CHECKERBOARD PATTERN. NOT TO SCALE
BOTTOM EL. FOREBAY =13.0 POND BOTTOM EL. =14.0
NOTE: • 1' pF POND DEPTH IS FOR A ASLOPE TYP.
ROUND POND
1. FOR MAINTENANCE EFFORTS OR IN CASE OF EMERGENCY, " V OF POND DEPTH IS FOR FOREBAY IS DIVIDED FROM THE SEDIMENT ACCUMULATION
STORMWATER STORED BELOW PERMANENT POOL SHALL BE SEDIMENT ACCUMULATION MAIN POND BY EARTHEN BERM PER DWQ POLICY (V MIN.)
PUMPED. PER DWQ POLICY
2. ALL STORMWATER (INCLUDING ROOF DRAINAGE) MUST BE WET DETENTION BASIN #� SECTION
CONVEYED TO THE STORMWATER BMP. NOT TO SCALE
GALVANIZED BAR GRATING 1" x 1/8" BEARING BARS, SECONDARY SPILLWAY TYP. RECT. REINFORCED CONCRETE BOX.
FASTEN WITH J-CLIPS, ATTACH TO A 1 1/4" x 1 1/4" x 114" (TYP.)
GALVANIZED ANGLE FRAME. MORTOR FRAME TO TOP OF WEIR {COVER WITH CLOTH) (CONTRACTOR SHALL SIZE FOR 8.0' x
SECONDARY SPILLWAY (BOX) OUTLET STRUCTURE 2.0' TOP GRATE OPENING)
H HARDWAR
TOP OF RISER = 24.70 TOP OF RISER =24.80 � ._-
GALVANIZED BAR GRATING (8.0� x 20GRATE OPENING) +_---
_ (2.0' x 20GRATE OPENING) 1"x 118" BEARING BARS. �
2,
FASTEN WITH J-CLIPS, / ;�\
REINFORCED CONCRETE BOX (CONTRACTOR SHALL SIZE ATTACH TO A 1 1/4" x 1 1/4" x
FOR2.0' x 2.0' TOP GRATE OPENING) rY 1/4" GALVANIZED ANGLE
FRAME. MORTOR FRAME T4 , / OUTLET PIPE
» \,y TOP OF OUTLET STRUCTURE EL. 23A0
6 SCH. 40 PVC PEPS WITH CAP DRILLED 5.0 F\ /� / IN . U RCP (CL.III)
DRAWDOWN ORIFICE \tJ� {2) 36'` CULVERT INV. UP =19.50 r
/\- /� INV. DOWN=19.50
NORMAL POOL EL. = 20.50 / NORMAL POOL EL. = 20.50 j1 / 45 LF @ SLOPE = 0.0% 1 EL. 20.50
---- TEMPORARY 4"0 ORIFICE FOR
SEDIMENT BASIN SKIMMER. PLUG OR
_ �•- 'n 8" 0 SCH. 40 PVC PIPE I � � FILL WHEN CONVERTING SEDIMENT. _
42 LF @ 0.0% SLOPE (INV = 20.5) BASIN TO WET POND.
/ 1.�F___6• (TO INFILTRATION BASIN #1) % REINFORCED CONCRETE BOX
OQ 6" EXTENDED BASE EL. 26.25 ,�/ I (CONTRACTOR SHALL SIZE FOR 3.0' x 3.0`
80TOP GRATE OPENING)
A t c
N�� I -a--» 4.0' X 4.0' (APPROX.) --►( ____ `y -� » 6"
POND #1 LOW FLOW ORIFICE PIPE 0� j /� �,-- --_ 6" EXTENDED BASE
NOT TO SCALE EL. 24.70 ,�9� 1--*-•-•- 9.o X 3.0 (APPROX.� ---•-L
' •-•+t--- 9.0' X 3A' (APPROX.)
FILTER FABRIC Ott THICK CLASS'B' R(P-RAP /
Y D
SECONDARY POND OUTLET STRUCTURE SECTION (FRONT)
POND #1 EMERGENC S PILLWAY E TAIL
SECONDARY POND OUTLET STRUCTURE SECTION (SIDE)
NOT TO SCALE NOT TO SCALE NOT TO SCALE
_ SEED INFILTRATION BASIN IN 1/pit 1/$"
S V
E
TOP OF DAM ACCORDANCE WITH SEEDING _ TL?P OF DAM RAD.
EL. = 23.0 SPECIFICATIONS ON SHEET C-1.0. EL. = 23.0� d
0 100 YR. EL. = 20.82
10 77 YR. EL. = 20.d a 4
EL. 23.00 __ _ _
3• 1 YR. EL. = 20.67 a d
r�
'4J EL. 22.50 (TOP OF RIP -RAP) � � 1 3 POND BOTTOM EL. = 20.60 1/2t. JOINT z 1/8tt RADIUS, TYP.
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SEALER DUMMY GROOVE
FILTER FABRIC '
6 THICK CLASS B .RIP -RAP 8" SCH 40 PVC .PIPE FROM WET LINE BOTTOM OF INFILTRATION EXPANSION JOINT CONTRACTION .;DINT:..
DETENTION BASIN #1 BASIN WITH A MINIMUM OF 4°
CLEAN SAND (1-2% FINES OR LESS) VARIES 3000 PSI
INFILTRATION BASIN #1 INFILTRATION BASIN #1 SECTION 1/4" PER FT. CONCRETE
EMERGENCY SPILLWAY DETAIL NOT TO SCALE
_
NOT TO SCALE 4
tt a
SECTION VIEW
6„ ASPHALT _
4 d .. A PAVEMENT h-1
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SEED INFILTRATION BASIN IN _ o
TOP OF DAM ACCORDANCE WITH SEEDING TOP OF WALL TOPOFDAM _
EL. = 24.05
SPECIFICATIONS ON SHEET C-1.0. EL. = 24.00 EL. = 24.05 g" d
50` --
45"
EL. 24.05 (TOP OF DAM) EL. 24.00 (WALL) 90 YR. 2L. INFIL RATE = 23.2e
3
EL. 23.30
a r
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ri q POND BOTTOM EL. = 21.00 1/2" EXPANSION JOINT- MAX. 50' O.C.
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STILLING BASIN
INFILTRATION BASIN #2 INFILTRATION BASIN #2 SECTION
EMERGENCY SPILLWAY DETAIL
NOT TO SCALE .. . _ •
NOT TO SCALE
GROOVED CONTRACTION
11
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PLAN VIEW rDEC; „
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» ACCESS EASEMENT VARIES (60' TYP) `� 40 FT ACCESS EASEMENT 1
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5 5 8 GRASS /VEG. GRASS / VEG. VARIES 5 VARIES 26' TYP 5 VARIES VARIES 5 26' S VARIES
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2»-SF9.5A SURFACE 2"-SF9.5A SURFACE
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