SW8210810_Approved Plans_20210910

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NORTH CA APPROVED
ENVIRONMENTAL.
NC HWY 210 1 AUG 1 1 Q(' MANAGEMENT COMMISSION
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P ND RCOUN YNORTHCAROLINA
STORMWAT R PIANS
At-m- GUST 2021
LANE'S FERRY LANDING
PROJECT # 17239.PE AUGUST 2021
SHEET INDEX
SHEET NUMBER SHEET TITLE
C-0.0 COVER SHEET
APPLICANT:
o C-1.0 GENERAL NOTES
C-1.1 NPDES NCG01 NOTES
H /'�l--ri �� J C-4.0 - C-4.6 PLAN AND PROFILE
1v 1 ND E1�R LLC C-6.3 - C-6.5 DETAILS
2511 S CANTERBURY ROAD
WILMINGTON NC 28403 °
PROJECT CONSULTANTS
.,� DEVELOPER ENGINEER/LAND PLANNER/LANDSCAPE ARCHITECT SURVEYOR
.... PENDER, LLC PARAMOUNTE ENGINEERING, INC. PARAMOUNTE ENGINEERING, INC.
2511 S CANTERBURY ROAD 122 CINEMA DR.;WILMINGTON NC 28403 122 CINEMA DRIVE
WILMINGTON, NC 28403 [phone] WILMINGTON, NC 28403
�. GEORGE JOHNSON, [phone] CIVIL ENGINEER:TIM CLINKSCALES, PE,PLS CHRIS GAGNE, PLS(910-791-6707)
LANDSCAPE ARCHITECT:ALLISON ENGEBRETSON, RLA
SR 1516
NOTICE REQUIRED
ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED PRIOR TO THE BEGINNING OF ANY
CONSTRUCTION IN THE VICINITY OF SAID UTILITIES.
CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSED
EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS PRIOR TO COMMENCEMENT ��
OF EXCAVATION OR DEMOLITION.
CONTACT "CAROLINA ONE CALL" AT -
1-800-632-4949
CONTACT THESE UTIL'TIES
PENDER COUNTY PLANNING AND COMMUNITY PENDER COUNTY UTILITIES (WATER & SEWER)
DEVELOPMENT ATTN:KENNETH KEEL, PE DIRECTOR
ATTN: RON MEREDITH PH:910-259-1521
PH:910-259-1274 \
DUKE ENERGY
PIEDMONT NATURAL GAS ATTN: LEATHERWOOD
PH:910-6�02-02-4304
������I+r�o�
ATTN:CARL PAQUE PREPARED BY:
F--�t °. ° �
PH:910-350-2242 �.{ ��s�� CARp��''�i,
BELL SOUTH _
EMERGENCY DIAL 911 ATTN:STEVE DAYVAULT LOCATION MAP ;° pFEs�
POLICE - FIRE - RESCUE PH:910-341-0741 P_ RC-v OUNTE 'SCALE: 1"=2.000' E. N G i N E E F Z 1 N G. f N C 0
TIME WARNER
22 Cinema Drive Wilmington,North Carolina 28403 EQ �
PH:910-763-4638
[phone] (0) [phone] (F) %;tip G.CLkNs
NC License#: C-2846 ///f11/1IIIl������\\
08109121

INCACCESSIBILITY O NC ACCESSIBILITY NOTES CONTD.
COORDINATION NOTES: GENERAL EROSION AND SEDIMENT CONTROL NOTES: EROSION CONTROL AND SEQUENCE OF CONSTRUCTION NOTES:
GENERAL NOTES: PARKING SPACE NOTES:
1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSTRUCTION 1. THE EROSION CONTROL PLAN SHALL INCLUDE PROVISIONS FOR GROUNDCOVER ON ALL EXPOSED NOTE:THESE EROSION CONTROL AND SEQUENCE OF CONSTRUCTION NOTES ARE INTENDED FOR EACH 1. SPECIAL ATTENTION SHALL BE GIVEN TO COMPLIANCE WITH AMERICANS WITH DISABILITIES ACT(2010
OF THESE PLANS. PERIMETER DIKES,SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3:1 WITHIN 7 "PHASE"OF CONSTRUCTION. THE ORDER AND STEPS TAKEN MUST BE IMPLEMENTED AS EACH PART OF THE ADA STANDARDS),THE NORTH CAROLINA BUILDING CODE/ANSI A117.1,AND APPLICABLE LOCAL LAWS& 1. ACCESSIBLE PARKING SPACES SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE ROUTES OF TRAVEL
CALENDAR DAYS FROM THE LAST LAND DISTURBING ACTIVITY. GROUND COVER SHALL BE PROVIDED ON PROJECT IS DEVELOPED;WHETHER AS A WHOLE OR IN PHASES. ANY EROSION CONTROL REGULATIONS. FROM ADJACENT PARKING TO AN ACCESSIBLE BUILDING ENTRANCE.
2. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND WITH PENDER COUNTY ALL OTHER DISTURBED AREAS WITHIN 14 CALENDAR DAYS FROM THE LAST LAND DISTURBING ACTIVITY. DEVICES/MEASURES MUST REMAIN IN PLACE UNTIL THE ENTIRE DISTURBANCE IS STABILIZED AND ALL
AND THE STATE OF NORTH CAROLINA. IMPROVEMENTS WITHIN THE DISTURBANCE LIMITS ARE COMPLETE. 2. IT IS ESSENTIAL THAT CONTRACTORS ARE AWARE OF THE SITE ACCESSIBILITY REQUIREMENTS. 2. ACCESSIBLE PARKING SPACES SHALL BE AT LEAST NINETY-SIX(96)INCHES WIDE. ACCESS AISLES SHALL
2. UNLESS OTHERWISE INDICATED,ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PARAMOUNTE ENGINEERING HAS DEVELOPED THESE NOTES AND DETAILS TO ASSURE THAT BE 60 INCHES WIDE. ONE OF SIX ACCESSIBLE SPACES SHOULD PROVIDE A VAN ACCESSIBLE AISLE. THE
3. THE CONTRACTOR IS TO ESTABLISH AND CHECK ALL HORIZONTAL AND VERTICAL CONTROLS TO MEASURES SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE MINIMUM 1. CONSTRUCT TEMPORARY GRAVEL CONSTRUCTION ENTRANCE(S),ESTABLISH THE LIMITS OF CONTRACTORS ARE AWARE OF THE REQUIREMENTS AT THE POINT IN TIME WHEN THEY ARE BIDDING
STANDARDS AND SPECIFICATIONS OF THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL DISTURBANCE,TREE PROTECTION FENCING,AND TEMPORARY SILT FENCE. THE PROJECT. IN ADDITION,PARAMOUNTE ENGINEERING HAS MADE A POINT IN THESE NOTES AND AISLE SHOULD BE 96 INCHES WIDE(OR ACCESSIBLE SPACE IS 11 FEET AND ACCESS AISLE IS FIVE FEET).
BE USED WITH THE PROJECT. IN ADDITION,THE CONTRACTOR IS TO COMPUTE THE LAYOUT OF HANDBOOK (NO SEPARATE PAYMENT). DETAILS,AS WELL AS IN OUR DRAWINGS,TO PROVIDE SLOPES!GRADES AND DIMENSIONS THAT WHERE PARKING SPACES AND ACCESS AISLES ARE MARKED WITH LINES,THE WIDTH MEASUREMENTS
.
THE ENTIRE SITE PLAN IN ADVANCE OF BEGINNING ANY WORKASSOCIATED WITH THE SUBJECT SHALL BE MADE FROM CENTERLINE OF THE MARKINGS. WHERE PARKING SPACES OR ACCESS AISLES
2. CLEAR AND REMOVE FROM SITE TREES AS DESIGNATED, ROOTS, ROOT MAT,ETC. FROM THE AREA COMPLY WITH THE AMERICANS WITH DISABILITIES ACT(2010 ADA STANDARDS THE NORTH CAROLINA
PLANS. CONTRACTOR SHALL EMPLOY A PROFESSIONAL SURVEYOR TO PERFORM SITE 3. THE CONTRACTOR SHALL NOTIFY PLAN APPROVING AUTHORITY ONE WEEK PRIOR TO THE WITHIN THE DESIGNATED CLEARING LIMITS. )' ARE NOT ADJACENT TO ANOTHER PARKING SPACE OR ACCESS AISLES,MEASUREMENTS SHALL BE
IMPROVEMENT STAKEOUT(S). BUILDING CODE/ANSI AND APPLICABLE LOCAL LAWS&REGULATIONS. THESE SLOPES/GRADES
NOT
PRE-CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING AND DIMENSIONS ARE NOT ACHIEVABLE,THE CONTRACTOR IS REQUIRED TO CONTACT THE OWNER
PERMITTED TO INCLUDE THE FULL WIDTH OF THE LINE DEFINING THE PARKING SPACE OR ACCESS AISLE.
ACTIVITY,AND ONE WEEK PRIOR TO FINAL INSPECTION. 3. CONSTRUCT TEMPORARY SEDIMENT BASIN(S)AND ASSOCIATED SKIMMER, OUTLET PIPE,SPILLWAY, ETC. IMMEDIATELY AND BEFORE MOVING FORWARD WITH THE WORK.
4. ANYTIME WORK IS PERFORMED OFF-SITE OR WITHIN AN EXISTING EASEMENT,THE CONTRACTOR 3. PARKING ACCESS AISLES SHALL BE PART OF AN ACCESSIBLE ROUTE TO THE BUILDING OR FACILITY
IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK,AND TO 4. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO CLEARING AND/OR 4. INSTALL REMAINING EROSION CONTROL MEASURES AS SHOWN ON THE PLANS WITHIN THE AREA ENTRANCE AND SHALL COMPLY WITH PROVISIONS FORACCESSIBLE ROUTES. MARKED CROSSINGS
LAND DISTURBANCE. DISTURBED. ALL EROSION CONTROL MEASURES MUST BE INSTALLED BEFORE COMMENCING THESE NOTES AND DETAILS ANNDD OTHER PROJECT DRAWINGS,WHETHER BY PARAMOUNTE
FOLLOW ANY GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE CONTRACTOR SHALL NOTIFY UNTO ENGINEERING IMMEDIATELY OF ANY CONFLICT BETWEEN SHALL BE PROVIDED WHERE THE ACCESSIBLE ROUTE MUST CROSS VEHICULAR TRAFFIC LANES. WHERE
TH
THE RECORDED EASEMENT. CONSTRUCTION. POSSIBLE, IT IS PREFERABLE THAT THE ACCESSIBLE ROUTE NOT PASS BEHIND PARKED VEHICLES.
5. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN AND PERMIT SHALL BE MAINTAINED ENGINEERING OR OTHERS. THE CONTRACTOR SHALL NOT PROCEED WITH THE WORK FOR WHICH THE
5. CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS BY OTHERS FOR ALL BUILDING ON THE SITE AT ALL TIMES. 5. PLANT GRASS OVER ALL GRADED AREAS WITHIN 14 WORKING DAYS OF CEASE OF ANY GRADING ALLEGED CONFLICT HAS BEEN DISCOVERED UNTIL SUCH ALLEGED CONFLICT HAS BEEN RESOLVED. NO 4. TWO(2)ACCESSIBLE PARKING SPACES MAY SHARE A COMMON ACCESS AISLE.
CLAIM SHALL BE MADE BY THE CONTRACTOR FOR DELAY OR DAMAGES AS A RESULT OF RESOLUTION OF
DIMENSIONS AND DETAILS. .ACTIVITY. ANY SUCH CONFLICT(S)
6. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE 5. ACCESS AISLES SHALL EXTEND THE FULL LENGTH OF THE PARKING SPACE THEY SERVE.
PLANS(INCLUDING,BUT NOT LIMITED TO OFF-SITE BORROW OR WASTE AREAS STAGING OR STORAGE 6. IMMEDIATELY UPON THE INSTALLATION OF ANY STORM DRAINAGE CATCH BASIN, DROP INLET, ETC.,THE 4. THESE ACCESSIBILITY NOTES AND DETAILS ARE INTENDED TO DEPICT SLOPE AND DIMENSIONAL 67
GENERAL NOTES:
AREAS),THE CONTRACTOR SHALL PREPARE AND SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN CONTRACTOR SHALL INSTALL INLET PROTECTION TO PREVENT SEDIMENT FROM ENTERING THE REQUIREMENTS ONLY. REFER TO SIDEWALK,CURBING,AND PAVEMENT DETAILS FOR ADDITIONAL 6. ACCESS AISLES SHALL BE MARKED SO AS TO DISCOURAGE PARKING IN THEM. O
TO THE OWNER FOR REVIEW AND TO NEW HANOVER COUNTY FOR APPROVAL. CONTRACTOR SHALL PAY DRAINAGE SYSTEM. INFORMATION.
ALL FEES REQUIRED AND SHALL INSTALL NECESSARY MEASURES AT NO SEPARATE PAYMENT. THE 7. ACCESS AISLES SHALL NOT OVERLAP THE VEHICULAR WAY. ACCESS AISLES SHALL BE PERMITTED TO �5
1. TREE INVENTORY,BOUNDARY,AND TOPOGRAPHIC SURVEY COMPLETED BY PARAMOUNTE CONTRACTOR SHALL PROVIDE THE OWNER AND THE ENGINEER A COPY OF THE AMENDED PERMIT. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND RESTORING TO PRE-CONSTRUCTION BE PLACED ON EITHER SIDE OF THE PARKING SPACE EXCEPTFOR ANGLED VAN PARKING SPACES WHICH y
ENGINEERING, INC.THE SURVEY SHALL BE FIELD VERIFIED BY CONTRACTOR AND ANY CONDITIONS ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY INADVERTENTLY BE DAMAGED DUE TO ACCESSIBLE ROUTE NOTES: SHALL HAVE ACCESS AISLES LOCATED ON THE PASSENGER SIDE OF THE PARKING SPACES. W
DISCREPANCIES REPORTED TO THE OWNER AND ENGINEER. 7. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL THE FAILURE OF THE EROSION CONTROL MEASURES. 1. AT LEAST ONE ACCESSIBLE ROUTE SHALL BE PROVIDED WITHIN THE SITE FROM ACCESSIBLE PARKING D
MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY EITHER THE 8. FLOOR SURFACES OF PARKING SPACES AND ACCESS AISLES SERVING THEM SHALL BE STABLE,FIRM
2. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES ON REVIEWING AGENCY OR THE ENGINEER. (NO SEPARATE PAYMENT). 8. DURING GRADING AND AFTER GRADING HAS BEEN COMPLETE,THE CONTRACTOR SHALL CONTINUE TO SPACES AND ACCESSIBLE PASSENGER LOADING ZONES; PUBLIC STREETS OR SIDEWALKS;AND PUBLIC AND SLIP RESISTANT, ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACES THEY
THE PLANS.THE EXACT LOCATION OF ALL EXISTING UTILITIES IS NOT KNOWN IN ALL CASES. THE MAINTAIN PERMANENT AND TEMPORARY EROSION CONTROL MEASURES UNTIL FINAL APPROVAL BY TRANSPORTATION STOPS TO THE ACCESSIBLE BUILDING OR FACILITY ENTRANCE THEY SERVE. SERVE. CHANGES IN LEVEL ARE NOT PERMITTED.
CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF DITCHING OPERATIONS BY OBSERVATIONS, 8. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES ENGINEER OR EROSION CONTROL INSPECTOR. 2. AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDINGS ACCESSIBLE FACILITIES
ELECTRONIC DEVICES, HAND DIGGING AND BY PERSONAL CONTACT WITH THE UTILITY COMPANIES. DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACCESSIBLE ELEMENTS,AND ACCESSIBLE SPACES THAT ARE ON THE SAME SITE. 9. PARKING SPACES AND ACCESS AISLES SHALL BE LEVEL WITH SURFACE SLOPES NOT EXCEEDING 2.0% IN
IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF TRENCHING OPERATIONS SO AS TO ACHIEVED. 9. UPON RECEIVING FINAL APPROVAL,THE CONTRACTOR CAN REMOVE TEMPORARY EROSION CONTROL ALL DIRECTIONS.
ELIMINATE OR MINIMIZE DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR SHALL BE MEASURES. 3. WALKING SURFACES THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL HAVE A MAXIMUM RUNNING
RESPONSIBLE FOR ALL COSTS RESULTING FROM ANY DAMAGE TO THE EXISTING UTILITY LINES 9. ALL AREAS DISTURBED BY CONSTRUCTION UNLESS OTHERWISE IMPROVED SHALL BE SODDED OR SLOPE OF 5.0%AND A MAXIMUM CROSS SLOPE OF 2.0%. 10. PARKED VEHICLE OVERHANGS SHALL NOT REDUCE THE REQUIRED CLEAR WIDTH OF AN ACCESSIBLE
INCLUDING LOSS OF UTILITY REVENUES. CONTRACTOR SHALL ARRANGE FOR TEMPORARY SEEDED AS INDICATED AND STABILIZED. 10. THE CONTRACTOR SHALL CONTINUE TO WATER, FERTILIZE,MOW AND MAINTAIN GRASS&PLANTED ROUTE.
SUPPORT OF EXISTING UTILITIES,SUCH AS POLES, CONDUITS, FIBER OPTIC CABLES,TELEPHONE AREAS UNTIL ALL CONSTRUCTION IS COMPLETE. 4. ANY WALKING SURFACE THAT IS PART OF AN ACCESSIBLE ROUTE WITH A RUNNING SLOPE GREATER Ct
CABLES,WATER LINES, ETC. 10. DURING DEWATERING OPERATIONS,WATER SHALL BE PUMPED INTO AN APPROVED FILTERING DEVICE THAN 5.0% IS A RAMP AND SHALL COMPLY WITH THE GUIDELINES FOR RAMPS OR CURB RAMPS. 11. PARKING SPACES FOR VANS AND ACCESS AISLES AND VEHICULAR ROUTES SERVING THEM SHALL O
PRIOR TO DISCHARGE TO RECEIVING OUTLET. PROVIDE A VERTICAL CLEARANCE OF NINETY-EIGHT(98)INCHES MINIMUM. SIGNS SHALL BE PROVIDED Qj P, 4
EROSION CONTROL MAINTENANCE PLAN:
3. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH 5. TRANSITIONS BETWEEN RAMPS,WALKS, LANDINGS,GUTTERS OR STREETS SHALL BE FLUSHAND FREE AT ENTRANCES TO PARKING FACILITIES INFORMING DRIVERS OF CLEARANCES AND THE LOCATION OF I.-4 00
11.
DEPARTMENT OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION OF ABRUPT VERTICAL CHANGES(1/4 INCH MAXIMUM VERTICAL CHANGE IN LEVEL PERMITTED). VAN ACCESSIBLE PARKING SPACES. N
UNDER THE OCCUPATIONAL SAFETY AND HEALTH ACT. RUNOFF-PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS
OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. FOLLOWING EVERY 1/2-INCH OR GREATER RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. 12. EACH ACCESSIBLE PARKING SPACE SHALL BE PROVIDED WITH SIGNAGE DISPLAYING THE �l.+
ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. 6. FLOOR SURFACES SHALL BE STABLE,FIRM AND SLIP RESISTANT. INTERNATIONAL SYMBOL OF ACCESSIBILITY. SIGNS SHALL BE INSTALLED AT A MINIMUM CLEAR HEIGHT ICI I
4. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE TO 12. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED BY CONTRACTOR ONCE OF SIXTY(60)INCHES ABOVE GRADE AND SHALL NOT INTERFERE WITH AN ACCESSIBLE ROUTE FROM AN 3-� 4
THE OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN AT ALL STABILIZATION OR A SUFFICIENT GROUND COVER HAS BEEN ESTABLISHED OR AS DIRECTED BY THE 2. ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP DRESSED WITH AN ADDITIONAL 2 INCHES 7. THE MINIMUM CLEAR WIDTH OF EXTERIOR ACCESSIBLE ROUTES SHALL BE FORTY-EIGHT(48)INCHES u ACCESS AISLE. SIGNS LOCATED WHERE THEY MAYBE HIT BY VEHICLES BEING PARKED SHALL BE
TIMES DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK,SUITABLE BARRIERS, ENGINEER. (NO SEPARATE PAYMENT). NCDENR'S FINAL APPROVAL IS REQUIRED. OF#4 STONE TO MAINTAIN PROPER DEPTH. ANY SEDIMENT THAT IS TRACKED INTO THE STREET WILL BE MINIMUM MEASURED BETWEEN HANDRAILS WHERE HANDRAILS ARE PROVIDED(NC BUILDING CODE INSTALLED WITH BOLLARD PROTECTION. -.)
FENCES, SIGNS OR OTHER ADEQUATE PROTECTION, INCLUDING FLAGMEN AND WATCHMEN AS IMMEDIATELY REMOVED. 1104.1 & 1104.2). t-,{
NECESSARY TO INSURE THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE 13. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE REQUIRED AT ALL CONSTRUCTION STAGING
13. SIGNAGE AT ACCESSIBLE PARKING SPACES REQUIRED BY THE NC BUILDING CODE SECTION 1106.1SHALL z X � O
CONSTRUCTION K. CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST AREA ENTRANCES AND ALL CONSTRUCTION ACCESS LOCATIONS INTO NON-PAVED AREA. (NO SEPARATE 3. SEDIMENT FENCE-SEDIMENT WILL BE REMOVED BEHIND THE SEDIMENT FENCE WHEN IT BECOMES 8. WHERE AN ACCESSIBLE ROUTE MAKES A 180 DEGREE TURN AROUND AN OBJECT THAT IS LESS THAN C O r 1
EDITION OF"CONSTRUCTION AND MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON PAYMENT). HALF-FILLED. THE SEDIMENT FENCE WILL BE BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. FORTY-EIGHT(48)INCHES IN WIDTH,CLEAR WIDTH SHALL BE FORTY-TWO(42)INCHES MINIMUM COMPLY WITH THE REQUIREMENTS RA NORTH T CAROLINA GENERAL STATUTE SIGN
I6 AND REQUIRED
AND < r4 �.J
THE NCDOT UNIFORM MANUAL ON TRAFFIC CONTROL DEVICES.A SEPARATE SIGN IS REQUIRED FOR F�--I
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UNIFORM TRAFFIC CONTROL DEVICES"BY THE USDOT. STAKES MUST BE STEEL,AND SPACED 6 FEET WITH EXTRA STRENGTH FABRIC AND NO WIRE BACKING. APPROACHING THE TURN, FORTY-EIGHT(48)INCHES MINIMUM DURING THE TURN,AND FORTY-TWO(42) ^ �
14. WHEN CROSSING CREEK OR DRAINAGE-WAY,THE DIVISION OF WATER QUALITY SHALL BE CONTACTED STAKE SPACING CAN BE 8 FEET WHEN STANDARD STRENGTH FABRIC AND WIRE BACKING ARE USED. IF INCHES MINIMUM LEAVING THE TURN. THE CLEAR WIDTH APPROACHING AND LEAVING THE TURN MAY BE EACH SPACE.SIGNS TO INDICATE THE MAXIMUM PENALTY MUST BE PROVIDED AT EACH ACCESSIBLE 0 Fri (J)
PRIOR TO DISTURBING A CREEK. THE CONTRACTOR SHALL INSTALL RIP-RAP WITH FABRIC ALONG ROCK FILTERS(OR EXCELSIOR WATTLES)ARE DESIGNED AT LOW POINTS IN THE SEDIMENT FENCE THE THIRTY-SIX(36)INCHES MINIMUM WHEN THE CLEAR WIDTH AT THE TURN IS SIXTY(60)INCHES MINIMUM. SPACE. LL
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5. ALL MATERIAL CLEARED OR DEMOLISHED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE DISTURBED BANKS AND CHANNEL AND RESTORE SLOPES TO ORIGINAL CONTOURS, BUT NOT STEEPER ROCK OR WATTLE WILL BE REPAIRED OR REPLACED IF IT BECOMES HALF FULL OF SEDIMENT,NO .*SEE NOTE 7 ABOVE FOR NC CLEAR WIDTH OF EXTERIOR ACCESSIBLE ROUTES* z E
WORK SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROPERLY DISPOSED THAN 2:1 MAXIMUM. DISTURBED CREEK AREA SHALL BE STABILIZED IMMEDIATELY. LONGER DRAINS, OR IS DAMAGED. 14. ACCESSIBLE PARKING SPACE,ACCESS AISLE STRIPING,AND INTERNATIONAL SYMBOL OF ACCESSIBILITY � U � ,'
OF OFF-SITE. SHALL BE PAINTED BLUE(OR ANOTHER COLOR THAT CAN BE DISTINGUISHED FROM PAVEMENT). z � N
9. AN ACCESSIBLE ROUTE WITH A CLEAR WIDTH LESS THAN SIXTY(60)INCHES SHALLPROVIDE PASSING uJ
4. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY,AND MULCHED ACCORDING TO SPACES AT INTERVALS OF TWO HUNDRED(200)FEET MAXIMUM. PASSING SPACES SHALL BE EITHER A -�
6. ALL WORK BY THE CONTRACTOR SHALL BE WARRANTED BY THE CONTRACTOR FOR A PERIOD OF SPECIFICATIONS ON THESE PLANS AND CONTRACT SPECIFICATIONS TO MAINTAIN A VIGOROUS, DENSE SIXTY(60)INCH MINIMUM BY SIXTY(60)INCH MINIMUM SPACE;OR AN INTERSECTION OF TWO(2) PASSENGER LOADING ZONE NOTES: U
ONE YEAR AFTER THE OWNER ACCEPTS THE WORK. VEGETATIVE COVER. WALKING SURFACES THAT PROVIDE A COMPLIANT T-SHAPED TURNING SPACE, PROVIDED THE BASE AND
DEMOLITION NOTES: 1. PASSENGER LOADING ZONES SHALL PROVIDE VEHICULAR PULL-UP SPACE NINETY-SIX(96)INCHES WIDE
7. CONTRACTOR SHALL CALL THE NORTH CAROLINA ONE-CALL CENTER AT 811 AN ALLOW THE CENTER ARMS OF THE T-SHAPED SPACE EXTEND FORTY-EIGHT(48)INCHES MINIMUM BEYOND THE MINIMUM AND TWENTY(20)FEET LONG MINIMUM.
TO LOCATE EXISTING UTILITIES BEFORE DIGGING. 1. CONTRACTOR TO COORDINATE WITH THE OWNER TO PROPERLY MAINTAIN OR RELOCATE EXISTING 5. INLET PROTECTION-SEDIMENT SHALL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL, BLOCK AND INTERSECTION.
GRAVEL,OR ROCK-PIPE INLETS,WHEN IT REACHES HALF-FILLED. ROCK WILL BE CLEANED OR REPLACED 2. PASSENGER LOADING ZONES SHALL PROVIDE A CLEARLY MARKED ACCESS AISLE THAT IS SIXTY(60)
SERVICE CONNECTIONS WHEN NECESSARY. WHEN NO LONGER DRAINS. SILT SACKS, BEAVER DAMS,SANDY SACKS,AND SOCKS NEED CHECKING 10. DOORS, DOORWAYS AND GATES THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH THE ,
8. ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE EVERY WEEK AND AFTER RAIN.
AMERICANS WITH DISABILITIES ACT(2010 ADA STANDARDS),THE NORTH CAROLINA BUILDING CODE/ANSI INCHES WIDE MINIMUM AND EXTENDS THE FULL LENGTH OF THE VEHICLE PULL-UP SPACE THEY
OWNER PRIOR TO START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE RESPONSIBLE 2. CONTRACTOR IS TO WALK THE SITE AND BECOME FAMILIAR WITH THE SCOPE OF DEMOLITION A117.1,AND APPLICABLE LOCAL LAWS& REGULATIONS. SERVE. rn 0 O u
FOR VERIFICATION OF ALL SETBACKS, EASEMENTS AND DIMENSIONS SHOWN HEREON BEFORE REQUIRED.ALL DEMOLITION WORK REQUIRED TO CONSTRUCT NEW SITE IMPROVEMENTS WILL BE 6. SEDIMENT BASIN/SEDIMENT TRAPS-REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL Z d' Z
BEGINNING CONSTRUCTION. PERFORMED BY THE CONTRACTOR AND WILL BE CONSIDERED UNCLASSIFIED EXCAVATION. DIMENSIONS WHEN IT ACCUMULATES TO WITHIN ONE HALF OF THE DESIGN DEPTH. PLACE SEDIMENT IN 11. DIRECTIONAL SIGNAGE INDICATING THE ROUTE TO THE NEAREST ACCESSIBLE BUILDING ENTRANCE 3. ACCESS AISLE SHALL ADJOIN AN ACCESSIBLE ROUTE AND NOT OVERLAP THE VEHICULAR WAY. _ N �
AREA WITH SEDIMENT CONTROLS. CHECK THE EMBANKMENT,SPILLWAYS,AND OUTLET FOR EROSION SHALL BE PROVIDED AT INACCESSIBLE BUILDING ENTRANCES. � , `c
9. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC SHALL BE DAMAGE, PIPING,AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL 4. VEHICLE PULL-UP SPACES AND ACCESS AISLES SERVING THEM SHALL BE LEVEL WITH SURFACE SLOPES 0 1) = � �t
3. DEMOLITION SHALL INCLUDE BUT IS NOT LIMITED TO THE EXCAVATION, HAULING AND OFFSITE NOT EXCEEDING 2.0% IN ALL DIRECTIONS. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE C C\ 00
PROTECTED FROM INJURY,AND ADJOINING PROPERTY PROTECTED FROM DAMAGE. DISPOSAL OF CONCRETE PADS, CONCRETE DITCHES, FOUNDATIONS,SLABS,STEPS,AND TRASH AND OTHER DEBRIS FROM THE RISER AND POOL AREA. BAFFLES WILL BE REPAIRED OR 12.WHERE POSSIBLE, DRAINAGE INLETS SHALL NOT BE LOCATED ON AN ACCESSIBLE ROUTE. IN THE EVENT P ^ � N
STRUCTURES;ABANDONED UTILITIES, BUILDINGS, PAVEMENTS AND ALL MATERIALS CLEARED AND REPLACED IF THEY COLLAPSE,TEAR, DECOMPOSE, ETC, THAT A DRAINAGE INLET MUST BE LOCATED ON AN ACCESSIBLE ROUTE,THE GRATE SHALL COMPLY VEHICLE PULL-UP SPACE THEY SERVE. CHANGES IN LEVEL ARE NOT PERMITTED. � Z � O ,-. i
10. ACCESS TO UTILITIES, FIRE HYDRANTS,STREET LIGHTING,ETC.,SHALL REMAIN UNDISTURBED, STRIPPED TO THE EXTENT NECESSARY AS DIRECTED BY THE GEOTECHNICAL ENGINEER FOR THE WITH THE AMERICANS WITH DISABILITIES ACT(2010 ADA STANDARDS),A117.1,THE NC BUILDING CODE, 5. FLOOR SURFACES OF VEHICLE PULL-UP SPACES AND ACCESS AISLES SERVING THEM SHALL BE STABLE, - Q U O U
7. SKIMMER-INSPECT SKIMMER AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL TO MAKE SURE THAT
UNLESS COORDINATED WITH THE RESPECTIVE UTILITY. AND APPLICABLE LOCAL LAWS&REGULATIONS C\
INSTALLATION OF THE NEW IMPROVEMENTS AND WITHIN THE LIMITS OF CLEARING AND GRADING AND THE INTAKE MECHANISM, ORIFICE,OR DISCHARGE PIPE IS NOT CLOGGED WITH TRASH dR SEDIMENT. IF FIRM AND SLIP RESISTANT. 0 fY
AS SHOWN ON THESE PLANS. THE BASIN IS DRY, MAKE SURE THAT ANY VEGETATION GROWING CN THE BOTTOM IS NOT HOLDING THE N ,-. cr
11. DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION. RAMP NOTES: 6. VEHICLE PULL-UP SPACES,ACCESS AISLES SERVING THEM AND A VEHICULAR ROUTE FROM AN Ill �� 0 © =
SKIMMER DOWN. TAKE SPECIAL PRECAUTION IN WINTER TO PREVENT THE SKIMMER FROM PLUGGING ,__
12. THE GENERAL CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE UPON COMPLETION OF 4. THE CONTRACTOR SHALL PROTECT ALL ADJACENT PROPERTY,STRUCTURES AND UTILITIES ON THE WITH ICE. 1. ANY PART OF AN ACCESSIBLE ROUTE WITH A RUNNING SLOPE GREATER THAN 5%SHALL BE ENTRANCE TO THE PASSENGER LOADING ZONE,AND FROM THE PASSENGER LOADING ZONE TO A Ill U r,°
PROPERTY NOT TO BE DEMOLISHED. DAMAGE TO PROPERTIES OF OTHERS DUE TO THE CONSIDERED A RAMP. VEHICULAR EXIT SERVING THEM,SHALL PROVIDE A VERTICAL CLEARANCE OF ONE HUNDRED FOURTEEN N c O a
THE PROJECT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION. 8. OUTLET PROTECTION-INSPECT RIP RAP OUTLET STRUCTURES WEEKLY AND AFTER RAINFALL EVENTS (114)INCHES MINIMUM.
CONTRACTOR'S ACTIVITIES SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT NO COST TO N � � U
13. THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE"CONSTRUCTION LIMITS"BROOM OWNER. TO SEE IF ANY EROSION AROUND OR BELOW THE RIP RAP HAS TAKEN PLACE,OR IF STONES HAVE BEEN 2. THE MAXIMUM RUNNING SLOPE FOR A RAMP SHALL BE 8.33%AND THE MAXIMUM CROSS SLOPE SHALL -
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DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER OFFSITE BE 2.0%. ACCESSIBLE ENTRANCE NOTES: �
P4 �
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CLEAN AT ALL TIMES. SEDIMENTATION. 1. ACCESSIBLE ENTRANCES SHALL BE PROVIDED AS REQUIRED BY THE AMERICANS WITH DISABILITIES ACT * , ,-•,
5. ELECTRIC,TELEPHONE,SANITARY SEWER,WATER AND STORM SEWER UTILITIES THAT SERVICE
14. ALL STREET SURFACES, DRIVEWAYS, CULVERTS,CURB AND GUTTERS, ROADSIDE DRAINAGE OFF-SITE PROPERTIES SHALL BE MAINTAINED DURING THE CONSTRUCTION PROCESS BY THE 3. THE CLEAR WIDTH OF AN EXTERIOR RAMP RUN SHALL BE FORTY EIGHT INCHES(NC BUILDING CODE O
9. EMERGENCY SPILLWAY/FOREBAY PROTECTION-AFTER EVERY HIGH-WATER EVENT INSPECT THE 1104.1). WHERE HANDRAILS ARE PROVIDED ON THE RAMP RUN,THE CLEAR WIDTH SHALL BE MEASURED (2010 ADA STANDARDS)AND THE NORTH CAROLINA BUILDING CODE,AND APPLICABLE LOCAL LAWS& z -
DITCHES AND OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED IN ANY MANNER AS A CONTRACTOR. INTEGRITY OF THE LINED SPILLWAY AND THE ADJACENT EARTHEN BANKS. IMMEDIATELY MAKE ALL REGULATIONS. W C71
RESULT OF CONSTRUCTION SHALL BE REPLACED OR REPAIRED IN ACCORDANCE WITH THE BETWEEN THE HANDRAILS.
NEEDED REPAIRS TO PREVENT FURTHER DAMAGE. REPAIR ANY VOIDS IN THE RIP RAP LINED APRONS.
SPECIFICATIONS. 6. THE CONTRACTOR SHALL PRODUCE A PHOTOGRAPHIC RECORD(DIGITAL)OF DEVELOPMENT RE-ESTABLISH ANY LOOSE STONES,AND FIX GAPS IN THE ADJACENT VEGETATIVE COVER. 4. THE RISE FOR ANY RAMP RUN SHALL BE THIRTY(30)INCHES MAXIMUM. 2 ENTRANCE DOORS; DOORWAYS AND GATES SHALL COMPLY WITH THE AMERICANS WITH DISABILITIES
COMMENCING WITH A RECORD OF THE SITE AS IT APPEARS BEFORE DEMOLITION HAS BEGUN. ACT(2010 ADA STANDARDS)THE NC BUILDING CODE/ANSI A117.1 AND SHALL BE ON AN ACCESSIBLE
15. CONTRACTOR SHALL MAINTAIN AN"AS-BUILT"SET OF DRAWINGS TO RECORD THE EXACT LOCATION AFTERWARDS,A PHOTOGRAPHIC RECORD SHALL BE MAINTAINED WEEKLY DURING CONSTRUCTION 10. DIVERSION DITCHES/GRASS SWALES-INSPECT THE CHANNEL OUTLET AND ALL ROAD CROSSINGS FOR 5. LANDINGS SHALL BE PROVIDED AT THE TOP AND BOTTOM OF RAMPS. LANDINGS SHALL HAVE A SLOPE ROUTE.
OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE OWNER UPON AND ENDING WITH A PHOTOGRAPHIC RECORD OF THE DEVELOPMENT AS IT APPEARS AFTER BANK STABILITY AND EVIDENCE OF PIPING OR SCOUR HOLES. REMOVE ALL SIGNIFICANT SEDIMENT NOT STEEPER THAN 2.0%IN ANY DIRECTION. THE LANDING CLEAR WIDTH SHALL BE AT LEAST AS WIDE
COMPLETION OF THE PROJECT WITH A COPY OF THE TRANSMITTAL LETTER TO THE ENGINEER. DEMOLITION. THIS RECORD SHALL BE DELIVERED TO THE OWNER. ACCUMULATIONS TO MAINTAIN THE DESIGNED CARRYING CAPACITY. DIVERSIONS SHALL BE LINED OR AS THE WIDEST RAMP RUN LEADING TO THE LANDING. THE LANDING CLEAR LENGTH SHALL BE SIXTY(60)
STABILIZED AS NOTED ON THE PLANS. IF THE DIVERSION WILL BECOME PERMANENT GRASS SWALES. INCHES LONG MINIMUM. RAMPS THAT CHANGE DIRECTION BETWEEN RUNS AT LANDINGS SHALL HAVE A r"I
16. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE THEN GROW GRASS INTO A HEALTHY,VIGOROUS CONDITION. LEGEND: LEGEND: _
7. EXISTING CURB AND GUTTER,LIGHTS,SIDEWALK,AND UTILITIES NOT INTENDED FOR DEMOLITION CLEAR LANDING OF SIXTY(60)INCHES BY SIXTY(60)INCHES MINIMUM. w
CONTRACTOR,DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE GIVEN TO THE SHALL BE MAINTAINED, PROTECTED AND UNDISTURBED DURING DEMOLITION.
OWNER FOR REVIEW, NO DEPARTURES FROM THE CONTRACT DOCUMENTS SHALL BE MADE 11. CHECK DAMS-EXCELSIOR OR RIP-RA-SEDIMENT SHALL BE REMOVED FROM THE DAM WHEN IT 6. RAMP RUNS WITH A RISE GREATER THAN SIX(6)INCHES SHALL HAVE HANDRAILS ON BOTH SIDES V)
WITHOUT THE PERMISSION OF THE OWNER AND PENDER COUNTY WATER UTILITY. 8. ALL EXISTING IMPROVEMENTS INDICATED OR REQUIRED TO BE DEMOLISHED SHALL INCLUDE REMOVAL REACHES HALF-FILLED. CHECK DAMS SHALL BE REPAIRED OR REPLACED,AND CHANNEL SHALL BE COMPLYING WITH THE AMERICANS WITH DISABILITIES ACT(2010 ADA STANDARDS),THE NC BUILDING O IPF IRON PIPE FOUND OHE OVERHEAD ELECTRIC
. REPAIRED OF RUTS, PIPING,AND SETTLEMENT AROUND THE DAMS AS NEEDED.
FROM THE PROPERTY AND PROPER DISPOSAL
17. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES.THE CODE/ANSI A117.1,AND APPLICABLE LOCAL LAWS&REGULATIONS.
Q IRE IRON ROD FOUND BURIED TELEPHONE LINE
PERMANENT SEEDING
LOCATION OF ALL EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON PLANS AND WHERE g CONTRACTOR SHALL COORDINATE RELOCATION OF ALL EXISTING OVERHEAD AND UNDERGROUND 7. FLOOR SURFACES OF RAMPS AND LANDINGS SHALL BE STABLE, FIRM AND SLIP RESISTANT.
SHOWN ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL ON HIS INITIATIVE AND AT NO EXTRA O IRS IRON ROD SET G BURIED GAS LINE
UTILITIES INCLUDING CABLE, GAS,TELEPHONE AND ELECTRIC AND ANY OTHER UTILITIES THROUGH
COST HAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. NO CLAIMS TIME OF FERTILIZER 8. EDGE PROTECTION COMPLYING WITH AMERICANS WITH DISABILITIES ACT(2010 ADA STANDARDS),THE
FOR DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO THE CONTRACTOR FROM THE THE SITE WITH THE RESPECTIVE COMPANIES. GRASS TYPE LBS/ ACRE NC BUILDING CODE/ANSI A117.1,AND APPLICABLE LOCAL LAWS&REGULATIONS SHALL BE PROVIDED ON ® PKF PK NAIL FOUND BURIED N CABLE x O
PRESENCE OF SUCH PIPE OTHER OBSTRUCTIONS OR FROM DELAY DUE TO REMOVAL OR SEEDING LIMESTONE EACH SIDE OF RAMP RUNS AND ON EACH SIDE OF RAMP LANDINGS. P14
REARRANGEMENT OF THE SAME.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO 10. CONTRACTOR SHALL MAINTAIN REQUIRED DISTANCES FROM HIGH VOLTAGE OVERHEAD LINES AND PKS PK NAIL SET BURIED FIBER OPTIC O � w
UNDERGROUND STRUCTURES. CONTACT NORTH CAROLINA ONE CALL"TOLL FREE 1-800-632-4949 REMOVE TREES SO THEY DO NOT FALL TOWARDS OVERHEAD ELECTRICITY. BERMUDA, HULLED 10-20 MARCH -AUGUST 9. WHERE DOORWAYS ARE LOCATED ADJACENT TO A RAMP LANDING,MANEUVERING CLEARANCES I"�
AT LEAST 48 HOURS PRIOR TO CONSTRUCTION.THE CONTRACTOR IS RESPONSIBLE FOR BERMUDA, UNHULLED 35 SEPT. -FEB. BY SOIL TEST REQUIRED BY THE AMERICANS WITH DISABILITIES ACT(2010 ADA STANDARDS), THE NC BUILDING CONCRETE MONUMENT FOUND --W W W WATER LINE q U
CONTACTING ALL NONSUBSCRIBING UTILITIES. 11. PROVIDE SMOOTH SAW CUT OF EXISTING PAVEMENTS,CURBS AND GUTTERS AND SIDEWALKS TO BE CODE/ANSI A117.1 SHALL BE PERMITTED TO OVERLAP THE REQUIRED LANDING AREA. WHERE DOORS U �l
DEMOLISHED. BY SOIL TEST THAT ARE SUBJECT TO LOCKING ARE ADJACENT TO A RAMP LANDING,LANDINGS SHALL BE SIZED TO �� SIGN FM FM FORCEMAIN LINE
CENTIPEDE 10 MARCH -AUGUST
18. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS,EQUIPMENT; (NO HIGH PH) PROVIDE A COMPLIANT TURNING SPACE, SS SS SANITARY SEWER LINE �"I �y e-
ETC.,THAT MAY BE REQUIRED. 12. ALL DEMOLITION WORK SHALL BE DONE IN STRICT ACCORDANCE WITH LOCAL, STATE AND FEDERAL C&G CONCRETE CURB&GUTTER `..J
REGULATIONS AS WELL AS OSHA REGULATIONS. TALL FESCUE CURB RAMP NOTES:
19. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS (COASTAL CULTIVAR 50 MARCH -AUGUST 300 LB/AC 10-20-20 EP EDGE OF PAVEMENT STORM DRAINAGE LINE O z
RECOMMENDED OR BY SOIL TEST 1. THE MAXIMUM RUNNING SLOPE OF A CURB RAMP SHALL BE 8.33%AND THE MAXIMUM CROSS SLOPE
ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. 13. EXISTING FIRE HYDRANTS ON OR NEAR THE SITE ARE TO REMAIN IN SERVICE. )
SHALL BE 2.0°l0. 0* LIGHT POLE WET WETLAND DELINEATION �� �� ,,4 X i;,�
20. ALL LOT STRIPING AND DIRECTIONAL ARROWS TO BE REFLECTIVE MARKINGS AND SHALL CONFORM 14. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS, SLOPES-2:1
2. COUNTER SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY ADJACENT TO THE UTILITY POLE x x CHAINLINK FENCE `� � H
TO MUTCD. ALL PARKING STALL MARKINGS AND LANE ARROWS WITHIN THE PARKING AREAS SHALL BUT THE CONTRACTOR MUST DETERMINE THE EXACT LOCATION AND ELEVATIONS. CENTIPEDE SERICEA 5 JAN- DEC BY SOIL TEST ° x t� �T
LESPEDEZA 20 CURB RAMP SHALL NOT BE STEEPER THAN 5/o THE ADJACENT SURFACES AT TRANSITIONS AT CURB � - --_ _.. �. ....._��+„� � � v_ �_ EXISTING CONTOUR W
BE WHITE. RAMPS TO WALKS, GUTTERS AND STREETS SHALL BE AT THE SAME LEVEL. GUY ANCHOR ��T � ^^ �
21. LANDSCAPE PLANTINGS AT ENTRANCE/EXITS WILL BE INSTALLED AND MAINTAINED SO AS NOT TO 3. THE CLEAR WIDTH OF A CURB RAMP SHALL BE 36 INCHES(36)MINIMUM, EXCLUSIVE OF FLARED SIDES, IF TR TRANSFORMER - - RIGHT OF WAY/BOUNDARY � 9 C-)
F-�-I 1� O
INTERFERE WITH SIGHT DISTANCE NEEDS OF DRIVERS IN THE PARKING AREA AND AT PROVIDED.*NOTE NC BUILDING CODE REQUIRES EXTERIOR ACCESSIBLE ROUTES TO BE 48 INCHES W Y) � �/
0 WATER METER W W W WATER LINE
ENTRANCE/EXIT LOCATIONS PER LOCAL STANDARDS. TEMPORARY SEEDING MINIMUM WIDE(11104.1 &1104.2).* (90 TELEPHONE RISER BOUNDARY LINE � � r�•1 !�/I
GENERAL STORM SEWER NOTES �•L•{ U f--1
22. ALL DIMENSIONS AND RADII ARE TO OUTSIDE FACE OF BUILDING OR TO FACE OF CURB UNLESS 4. LANDINGS SHALL BE PROVIDED AT THE TOP OF CURB RAMPS. THE CLEAR LENGTH OF THE LANDING O F4
OTHERWISE NOTED. 1. ALL STORM SEWERS SHALL BE CONSTRUCTED AS SPECIFIED ON THE TIME OF FERTILIZER SHALL BE THIRTY-SIX(36)INCHES MINIMUM. THE CLEAR WIDTH OF THE LANDING SHALL BEAT LEAST ASwv
DRAWINGS AND IN THE PROJECT SPECIFICATIONS. GRASS TYPE LBS/ACRE SEEDING LIMESTONE WIDE AS THE CURB RAMP, EXCLUDING FLARED SIDES,LEADING TO THE LANDING. LANDINGS SHALL x WATER VALVE FM FM FORCEMAIN LINE � �
HAVE A SLOPE NOT STEEPER THAN 2%IN ANY DIRECTION. I
P-4
*
WETLAND NOTES: 2. BEDDING FOR ALL STORM SEWER PIPE SHALL BE AS SPECIFIED ON THE FIRE HYDRANT s-s--ss-s�-ss- SANITARY SEWER LINE
RYE GRAIN 50 OCT.-APR. 400 LBS/AC. 10-20-20
DRAWINGS AND/OR TECHNICAL SPECIFICATIONS. 5. IF A CURB RAMP IS LOCATED WHERE PEDESTRIANS MUST WALK ACROSS THE RAMP,OR WHERE IT IS
1. THERE ARE WETLANDS AND STREAMS ON THE PROPERTY. LAND NOT PROTECTED BY HANDRAILS OR GUARDRAILS, IT SHALL HAVE FLARED SIDES. IRRIGATION VALVE SANITARY SEWER LATERAL a w w U
SWEET SUDAN rn z Q a F
3. ALL STORM SEWER PIPES SHOWN AS RCP ON THE PLANS SHALL BE 50 JUNE AUGUST 400 LBS/AC. 10-20-20 &o
MANAGEMENT GROUP(LMG)IN CONJUNCTION WITH NCDWR AND GRASS 6. WHERE PROVIDED, CURB RAMP FLARES SHALL NOT EXCEED 10% CLEAN-OUT STORM DRAIN LINE V O W
USACE HAS MAPPED WETLANDS ON THE PROPERTY AS INDICATED REINFORCED CONCRETE PIPE CONFORMING TO ASTM C-76, UNLESS o
INDICATED OTHERWISE OR APPROVED ALTERNATES BY ENGINEER. GERMAN or Q SANITARY SEWER MANHOLE ROOF DRAIN LINE �
AS WELL AS POTENTIAL WETLAND IMPACTS. BROWNTOP MILLET 50 JUNE-AUGUST 400 LBS/AC. 10-20-20 7. CURB RAMPS AND THE FLARED SIDES OF CURB RAMPS SHALL BE LOCATED SO THAT THEY DO NOT Q
PROJECT INTO VEHICULAR TRAFFIC LANES, PARKING SPACES OR PARKING ACCESS AISLES. CURBS AT
STRAW MULCH MARKED CROSSINGS SHALL BE WHOLLY CONTAINED WITHIN THE MARKINGS, EXCLUDING ANY FLARED ® STORM DRAINAGE MANHOLE 20 PROPOSED CONTOURS � 0
ROOF DRAIN NOTE: 4,000 ® I- Z)
SIDES. I O
AS NEEDED WELL - - ---- -- - - - PROPOSED SETBACKS O O Z ILL
1) PROPOSED BUILDING(S)SHALL DIVERT ROOF DRAINAGE TO 8. CURB RAMPS SHALL BE LOCATED OR PROTECTED TO PREVENT THEIR OBSTRUCTION BY PARKED U) o
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VEHICLES. s _
CURB INLET - - ---- -- --- PROPOSED EASEMENTS I- a � O
STORMWATER COLLECTION SYSTEM. (�
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9. IT IS RECOMMENDED TO PROVIDE CURB RAMPS WITH A TWENTY-FOUR(24)INCH DEEP DETECTABLE ® CATCH BASIN PROPOSED PHASING LINES J "' � w R o ai § z z o
EXISTING UTILITY NOTES: WARNING COMPLYING WITH 406.12 A117.1, EXTENDING THE FULL WIDTH OF THE RAMP. REFERTO O a .D ¢ u ui -i 2� U
DETECTABLE WARNING DETAILS AND NOTES FOR PLACEMENT,ORIENTATION AND NOTES.THE NC © GAS METER - - - - - - - PROPOSED POND OUTLINE O O It z w ¢ U w T _
UdLLX 0 O �AGOU
1. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THE BUILDING CODE DOES NOT CURRENTLY REQUIRE DETECTABLE WARNINGS AT CURB RAMPS, NOR DO �
THE 2010 ADA STANDARDS-HOWEVER US DOT ADA REGULATIONS DO REQUIRE THESE. MAILBOX
ACTUAL LOCATION AND AVAILABILITY OF ALL EXISTING AND PROPOSED SANITARY SEWER CLEANOUT
UTILITIES IN THE FIELD PRIOR TO GROUND BREAKING. I i •co SEAL ��\\III I lttlill
10. FLOOR SURFACES OF CURB RAMPS SHALL BE DEEP GROOVED,''V2 INCH WIDE BY Y.INCH DEEP,ONE(1) q TREE(SEE DESCR.} I �``� \ CARP ���/i
2. EXISTING UTILITIES AND STRUCTURES SHOWN,BOTH UNDERGROUND AND INCH CENTERS TRANSVERSE TO THE RAMP. SANITARY SEWER MANHOLE �� ••.�� ��"
� r°•OFFS• •;"9
ABOVE GROUND,ARE BASED ON A FIELD SURVEY AND THE BEST AVAILABLE -� FIRE HYDRANT ASSEMBLY x gr •; _
RECORD DRAWINGS. THE CONTRACTOR SHALL FIELD VERIFY FIELD 11. WHERE PROVIDED,STOP LINES SHALL BE LOCATED IN ADVANCE OF CURB RAMP. ( h
CONDITIONS PRIOR TO BEGINNING RELATED CONSTRUCTION.ANY 12. WHERE PROVIDED, PEDESTRIAN ACTIVATED SIGNALS SHALL BE LOCATED ADJACENT TO THE SIDEWALK No WATER METERS/BACKFLOW ENCLOSURES � - 028847
DISCREPANCIES SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE �° Q ° ��
AND NOT ON THE SIDEWALK. j q4 WATER VALVES/APPURTENANCES -, 0•°FNGIN'; � ��IMMEDIATELY. %f �,� ••.�•.•°°•°,�GQ,�"
13 RAMP ARE WHERE PROVIDED, DRAINAGE INLETS SHALL BE LOCATED UPSTREAM OF CURB RAMPS AND NOT IN THE EP 20.00 SPOT GRADES W //////G�CI 1N \\\`\\
14. CURB RAMP TYPE AND LOCATION ARE PER PLAN. BUILDING HATCH I..,� 0fijo9/27
' '' +''•�' CONCRETE PAVEMENT 'Z'!� c - 1 0 0
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PHASE 1A STORM SCHEDULE: BUILDING PAD NOTE:
1.) SITE CONTRACTOR SHALL STRIP TOPSOIL AND ANY UNSUITALBE MATERIAL AND PROVIDE CUT/FILL
Upstream Downstream Diameter Upstream Downstrea Pipe Upstream Downstream Pipe Upstream Downstream Diameter Upstream Downstrea Pipe o Upstream Downstream Pipe OPERATIONS TO PROVIDE A COMPACTED CONTROLLED BUILDING PAD, IN ACCORDANCE WITH THE
Slope
Node Node (In) Invert m Invert Length(ft) Slope(%) Rim Elev Rim Elev Material Node Node (In) Invert m Invert Length(ft) (.6) Rim Elev Rim Elev Material SUBSURFACE GEOTECHNICAL EXPLORATION AND TECHNICAL SPECIFICATIONS.
SR1516 �� DI-047 FES-046 54 0.40 0.00 129 2.63 10.00 --- RCP III CI-043 MH-041 18 6.10 5.98 41 0.30 13.72 14.37 RCP III
DI-048 DI-047 48 0.79 0.40 130 0.30 10.50 10.00 RCP III CI-043A CI-043 15 6.18 6.10 26 0.30 13.72 1 13.72 RCP III ASPHALT AREA NOTE:
DI-049 DI-048 15 5.50 5.38 42 0.29 9.50 10.50 RCP III MH-042 MH-041 48 6.22 5.98 81 0.30 15.07 14.37 RCP III
l�7 MH-050 DI-048 48 1.19 0.79 133 0.30 11.34 10.50 RCP III CI-029A CI-029 15 8.77 8.69 26 0.30 12.77 12.77 RCP 111 1.) SITE CONTRACTOR SHALL STRIP TOPSOIL AND ANY UNSUITALBE MATERIAL AND PROVIDE CUT/FILL
CI-051 MH-050 36 1.42 1.19 77 0.30 10.46 11.34 RCP III CI-030 CI-029 54 2.65 2.41 81 0.30 13.24 12.77 RCP III
OPERATIONS TO PROVIDE A COMPACTED CONTROLLED SUBGRADE, IN ACCORDANCE WITH THE
CI-051A CI-051 15 3.46 3.40 22 0.29 10.46 10.46 RCP III CI-020B CI-030 48 3.07 2.65 140 0.30 13.09 13.24 RCP III SUBSURFACE GEOTECHNICAL EXPLORATION AND TECHNICAL SPECIFICATIONS.
CI-058 MH-050 48 1.39 1.19 1 69 0.30 10.75 11.34 RCP III CI-020C CI-020B 15 9.09 9.01 26 0.30 13.09 13.09 RCP III
CI-059 CI-058 48 1 2.25 1.39 285 0.30 12.35 10.75 RCP III CI-020A CI-020B 48 3.22 3.07 50 0.30 13.27 13.09 RCP III NCDOT NOTES:
2�0 CI-060 CI-059 42 2.36 2.25 36 0.30 12.25 12.35 RCP III MH-020 CI-020A 48 3.40 3.22 61 0.30 13.76 13.27 RCP III
MH-061 CI-060 42 3.18 2.36 275 0.30 12.33 12.25 RCP III CI-019 MH-020 18 3.61 3.40 69 0.30 12.79 13.76 RCP III 1.) ROAD J AND PORTIONS OF ROAD C AND ROAD D SHALL BE PUBLIC AND BUILT TO NCDOT
CI-062 MH-061 36 3.36 3.18 59 0.30 12.21 12.33 RCP III CI-019A CI-019 15 3.68 3.61 22 0.30 12.79 12.79 RCP III STANDARDS.
CI-063 CI-062 36 4.19 3.36 279 0.30 13.47 12.21 RCP III CI-021 MH-020 36 3.60 3.40 67 0.30 13.15 13.76 RCP III 2.) THERE SHALL BE NO ENCUMBRANCES WITHIN THE NCDOT RIGHT OF WAY.
CI-064 CI-063 30 4.49 4.19 100 0.30 14.00 13.47 RCP III CI-021A CI-021 15 3.68 3.60 26 0.30 13.15 13.15 RCP III 3.) ONLY NCDOT APPROVED MATERIALS ARE TO BE USED WITHIN THE PUBLIC RIGHT OF WAYS,
CI-065 CI-064 30 5.22 4.49 241 0.30 13.89 14.00 RCP III CI-011A MH-020 36 4.11 3.40 237 0.30 13.16 13.76 RCP III Z
MH-066 CI-065 30 5.40 5.22 62 0.30 14.56 13.89 RCP III CI-011B CI-011A 15 9.16 9.09 22 0.30 13.16 13.16 RCP 111 0
CI-067 MH-066 24 8.91 8.18 243 0.30 12.98 14.56 RCP III MH-011 CI-011A 36 4.20 4.11 31 0.30 13.11 13.16 RCP III NOTATION: U)
CI-067A CI-067 24 8.98 8.91 22 0.30 12.98 12.98 RCP III CI-010 MH-011 18 4.34 4.20 47 0.30 12.76 13.11 RCP III W
CI-065A CI-065 15 9.89 9.83 22 0.30 13.89 13.89 RCP III CI-010A 0-010 18 4.41 4.34 22 0.30 12.76 1 12.76 RCP III DI = DROP INLET
DDI = DOUBLE DROP INLET
CI-064A CI-064 15 9.47 9.25 71 0.30 13.54 14.00 RCP III CI-012 MH-011 36 4.36 4.20 52 0.30 12.96 13.11 RCP III HP = HIGH POINT ELEVATION
CI-064B CI-064A 15 9.54 9.47 22 0.30 13.54 13.54 RCP III CI-012A CI-012 18 4.43 4.36 22 0.32 12.96 12.96 RCP III YI = YARD INLET(2-SIDE OPEN THROAT)
CI-063A CI-063 15 4.26 4.19 22 0.30 13.47 13.47 RCP III CI-031 CI-030 36 2.86 2.65 67 0.30 13.03 13.24 RCP III MH = STORM MANHOLE
CI-062A CI-062 15 3.42 3.36 22 0.30 12.21 12.21 RCP III CI-031A CI-031 18 2.93 2.86 23 0.30 12.67 13.03 RCP III YD = YARD DRAIN
CI = CURB INLET
CI-061A MH-061 18 3.26 3.18 25 0.30 12.58 12.33 RCP III MH-069 FES-068 48 0.41 0.00 134 2.54 10.00 --- RCP III DCI = DOUBLE CURB INLET
CI-061B CI-061A 15 3.33 3.26 23 0.30 12.58 12.58 RCP III MH-070 MH-069 48 1.22 0.41 269 0.30 11.41 10.00 RCP III SW = SIDEWALK ELEVATION
CI-061C MH-061 18 3.32 3.18 48 0.30 11.83 12.33 RCP III CI-071 MH-070 48 1.56 1.22 114 0.30 10.65 11.41 RCP III PG = PROPOSED GRADE
LOCATION MAP CI-061D CI-061C 15 3.39 3.32 22 0.30 11.83 11.83 RCP III MH-072 CI-071 48 1.82 1.56 84 0.30 11.88 10.65 RCP III r i ,,���//
2,000' CI-060A CI-060 15 2.43 2.36 26 0.30 12.66 12.25 RCP III MH-073 MH-072 48 2.04 1.82 76 0.30 13.01 11.88 RCP III P 4
SCALE: 1
CI-059A CI-059 30 2.41 2.25 54 0.30 11.97 12.35 RCP III CI-073A MH-073 24 2.43 2.04 129 0.30 11.59 13.01 RCP III ^� 00
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CI-059B CI-059A 15 2.48 2.41 22 0.30 11.97 11,97 RCP III CI-073B CI-073A 18 7.59 7.53 22 0.28 11.59 11.59 RCP III
DRAINAGE NOTES: CI-059C CI-059A 24 3.34 2.41 308 0.30 12.46 11.97 RCP 111 MH-074 MH-073 42 2.28 2.04 78 0.30 14.0313.01 RCP III U
CI-059D CI-059C 15 3.40 3.34 22 0.30 12.46 12.46 RCP III MH-075 MH-074 42 2.51 2.28 79 0.30 13.85 14.03 RCP III
1. DRAINAGE EASEMENT AND STORMWATER SYSTEM MAINTENANCE IS THE RESPONSIBILITY OF THE CI-059E CI-059C 18 3.49 3.34 51 0.30 13.14 12.46 RCP III MH-076 MH-075 42 2.69 2.51 60 0.30 13.42 13.85 RCP III
DEVELOPER OR HOA, INCLUDING PONDS,PIPES,AND INFILTRATION BASINS AND TRENCHES. CI-059F CI-059E 18 8.73 8.65 26 0.31 12.73 13.14 RCP III CI-076A MH-076 24 2.78 2.69 27 0.30 13.50 13.42 RCP III �` H
2.) ALL IMPERVIOUS MUST DRAIN TO THE DESIGNED STORMWATER SYSTEM, PER THE APPROVED CI-058A CI-058 15 1.46 1.39 22 0.30 10.75 10.75 RCP III CI-076B CI-076A 15 2.94 2.78 22 0.30 13.50 13.50 RCP III SHEET C-4.6 SHEET 3-4.5 1 (t 0
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DI-028 FES-027 60 1.57 0.00 520 0.30 10.00 -- RCP III CI 077A CI-077 15 3.30 3.15 49 0.30 10.84 10.83 RCP III Q I��y-•I
3.) NO OBSTRUCTIONS ARE ALLOWED IN DRAINAGE EASEMENTS, INCLUDING FENCES. CI-029 DI-028 60 2.41 1.57 280 0.30 12.77 10.00 RCP III MH-078 CI-077 42 3.43 3.15 92 0.30 11.26 10.83 RCP III ' 0 ~
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MAINTAIN A UNIFORM EDGE OF PAVEMENT(EOP)WHEN PLACING THE STORM INLETS WITHIN THE MH-037 CI-036 48 4.77 4.14 210 0.30 14.33 12.60 RCP III MH-079 MH-078 30 3.64 3.43 71 0.30 11.98 11.26 RCP III � -
CURB-LINE(SEE"CURB TRANSITION"DETAIL). FOR CATCH BASINS WITHIN A TRANSITION FROM 24" MH-038 MH-037 48 5.19 4.77 139 0.30 14.85 14.33 RCP III CI-080 MH-079 30 3.75 3.64 36 0.30 11.36 11.98 RCP III
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STANDARD CURB&GUTTER,THE RIM ELEVATION GIVEN IS 1 INCH BELOW EOP. FOR MODIFIED
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CI-040 MH-039 48 5.67 5.60 22 0.30 13.46 13.92 RCP III MH-081 CI-080 24 4.12 3.75 123 0.30 12.81 11.36 RCP III
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AREA AND A FLUSH CONDITION WITH PROPOSED PAVEMENT OR IMPERVIOUS COVER. MH-041 CI-040 48 5.98 5.67 103 0.30 14.37 13.46 RCP III CI 082A CI 082 18 4.70 4.64 22 0.30 12.46 12.46 RCP III
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PEI JOB#: 17239.PE

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180 179 C17 19
— _ �% FUTURE PHASE 1 B _ 75
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U) 1 I \ 189 ! ^�\ MH-o79 c1-078A
DRAINAGE NOTES: cl oso
— U
U- I \ \\ / \ \
1. DRAINAGE EASEMENT AND STORMWATER SYSTEM MAINTENANCE IS THE RESPONSIBILITY OF THE — 4 EL1 S
_ Two 188 ( 1 \DEVELOPER OR HOA, INCLUDING PONDS, PIPES,AND INFILTRATION BASINS AND TRENCHES. Q MH-081 61SS �-
2.) ALL IMPERVIOUS MUST DRAIN TO THE DESIGNED STORMWATER SYSTEM, PER THE APPROVED U124 I ---�
187 \ i SS ���S Ss
S AA
CI 078B p
PLANS. 1 �.J
CI-080A Q W tic
3.) NO OBSTRUCTIONS ARE ALLOWED IN DRAINAGE EASEMENTS, INCLUDING FENCES.
4.) ALL STORM DRAINAGE STRUCTURES SHALL MEET NCDOT STANDARDS AND SPECIFICATIONS AND I I \E �� \ �� O
SHALL BE TRAFFIC RATED FOR H-20 LOADS AT A MINIMUM. I 184 \ M f// °
181 182 183
5.) ALL CATCH BASIN(CB)RIM ELEVATIONS AND YARD INLET(YI)THROAT ELEVATIONS ARE LISTED AS CI-082 ��� Z U-)THE"GUTTER OF FLOWLINE ELEVATION"WITHIN THE CURB SECTION. THE CONTRACTOR SHALL 123 m 1 / /N r Q Y' PHASE LIMITS J
MAINTAIN A UNIFORM EDGE OF PAVEMENT(EOP)WHEN PLACING THE STORM INLETS WITHIN THE CI-065 r s CI-065A I \ ps ��-j M ¢ U
CURB-LINE(SEE"CURB TRANSITION"DETAIL), FOR CATCH BASINS WITHIN A TRANSITION FROM 24"
STANDARD CURB&GUTTER,THE RIM ELEVATION GIVEN IS 1 INCH BELOW EOP. FOR MODIFIED
VALLEY,THE RIM ELEVATION GIVEN IS 1/2 INCH BELOW EOP. I / \ I
14 1
CI-082A �
6.) MANHOLE RIM ELEVATION SHOWN ABOVE IS FLUSH WITH PROPOSED GRADE. CONTRACTOR C,
RASS/PERVIOUS U
SHALL PROVIDE 6"CLEARANCE ABOVE PROPOSED GRADE WHEN PLACED IN A G — �� 4 w
AREA;AND A FLUSH CONDITION WITH PROPOSED PAVEMENT OR IMPERVIOUS COVER. — — — — — — CI-067 Pao+4T 3 y/M 1 MO
-�� EL13 65S '- \ Z
7.) PROPOSED BUILDINGS SHALL DIVERT ROOF DRAINAGE TO STORMWATER COLLECTION SYSTEM. iP25 2 - lt\ - 00
EL12 SS SS SS-- SS — SS-
4 EL .23 RO/"`D �
B � 1 y x N g r SS ' S 3 -(V`���J / \ 'I
8.) CONTRACTOR SHALL ADJUST ALL FRAMES OF EX. UTILITY INFRASTRUCTURE WITHIN ASPHALT MH-066 \
OVERLAY AREAS TO MATCH PROPOSED GRADES. M
0
4 N
1 M _ ---M �� r 14
M M M M -M-� M M — — - -M CI-067A / � «'�'
CI-o7sD
BUILDING PAD NOTE: — — — — o v
a
o
— 5 i cl o7sc a1
1.) SITE CONTRACTOR SHALL STRIP TOPSOIL AND ANY UNSUITALBE MATERIAL AND PROVIDE CUT/FILL / y
OPERATIONS TO PROVIDE A COMPACTED CONTROLLED BUILDING PAD, IN ACCORDANCE WITH THE I 14 I 1 (� W
I W U Z O U
SUBSURFACE GEOTECHNICAL EXPLORATION AND TECHNICAL SPECIFICATIONS. I I I I I I \ \ cV = O °~
- _ N O r-
FUTURE PHASE 1A 7 1 \ 1 U
r \� `
s �
ASPHALT AREA NOTE: /
DRIVEWAY CULVERT[108 LF] 0
/ l 18"RCP CL III(W/FES)
STRIP TOPSOIL AND ANY UNSUITALBE MATERIAL AND PROVIDE CUT/FILL / 1
1.) SITE CONTRACTORHALL S �W 9 �"-' [3.6"FILL AT BOTTOM]
OPERATIONS TO PROVIDE A COMPACTED CONTROLLED SUBGRADE, IN ACCORDANCE WITH THE 14 DITCH INV.UP=8.30 p�
SUBSURFACE GEOTECHNICAL EXPLORATION AND TECHNICAL SPECIFICATIONS. I I ��� 12 /I i `11 I I 1 \ / PIPE INV.UP=8.00
DITCH INV.DWN=7.80
Ir1 I I I I PIPE INV.DWN=7.50
NCDOT NOTES:
1.) ROAD J AND PORTIONS OF ROAD C AND ROAD D SHALL BE PUBLIC AND BUILT TO NCDOT —
STANDARDS.
2.) THERE SHALL BE NO ENCUMBRANCES WITHIN THE NCDOT RIGHT OF WAY.
3.) ONLY NCDOT APPROVED MATERIALS ARE TO BE USED WITHIN THE PUBLIC RIGHT OF WAYS. _ - - _ _7 12 �_, — IVC
---_ — —_ _
_
Jim- _, = _ — ----- 100, PUBLIC ROW) /� _ (`RIP-RAP APRON, TYP.
— - - — --- _ - — —
EE DETAIL]
ION:
13 11 NOTATION:
-14-
DI = DROP INLET — -- 14—
DDI = DOUBLE DROP INLET / U i _---
HP = HIGH POINT ELEVATION _— - — —_ , O
YI = YARD INLET(2-SIDE OPEN THROAT) - -- -- - — -- —— _14__�3 �_ _ -17� i— 11= ' -
--14-- to -- — _ _ — 12= -12-
1 _ =12- — — O
MH = STORM MANHOLE T — _� =12= -- -- — = p
YD = YARD DRAIN - —14 — — -- -- 13— -- — 12 U
CI = CURB INLET ' \
rn
DCI _ DOUBLE CURB INLET I 10�0 O
SW = SIDEWALK ELEVATION I
PG = PROPOSED GRADE O
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PEI JOB#: 17239.PE

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DRAINAGE NOTES:
1.) DRAINAGE EASEMENT AND STORMWATER 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 �f Z (� c)
PLANS. /l / F U
3.) NO OBSTRUCTIONS ARE ALLOWED IN DRAINAGE EASEMENTS, INCLUDING FENCES.
^
4.) ALL STORM DRAINAGE STRUCTURES SHALL MEET NCDOT 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 ~ �� r ✓ w
MAINTAIN A UNIFORM EDGE OF PAVEMENT(EOP)WHEN PLACING THE STORM INLETS WITHIN THE
CURB-LINE(SEE"CURB TRANSITION"DETAIL). FOR CATCH BASINS WITHIN A TRANSITION FROM 24" I \
STANDARD CURB&GUTTER,THE RIM ELEVATION GIVEN IS 1 INCH BELOW EOP. FOR MODIFIED
VALLEY,THE RIM ELEVATION GIVEN IS 1/2 INCH BELOW EOP. WETLANDS,
� -
6.) MANHOLE RIM ELEVATION SHOWN ABOVE IS FLUSH WITH PROPOSED GRADE. CONTRACTOR TYP.
w w/
SHALL PROVIDE 6"CLEARANCE ABOVE PROPOSED GRADE WHEN PLACED IN A GRASS/PERVIOUS / U
AREA;AND A FLUSH CONDITION WITH PROPOSED PAVEMENT OR IMPERVIOUS COVER. W /,
Z00
O
7.) PROPOSED BUILDINGS SHALL DIVERT ROOF DRAINAGE TO STORMWATER COLLECTION SYSTEM. /^ -
8.) CONTRACTOR SHALL ADJUST ALL FRAMES OF EX. UTILITY INFRASTRUCTURE WITHIN ASPHALT N
OVERLAY AREAS TO MATCH PROPOSED GRADES. RIP-RAP APRON
POND 1-2 �� Z Q o U
BUILDING PAD NOTE: V) POND EMERGENCY [SEE DETAIL] / WETLANDS, j O - U
SPILLWAY / TYP. `� � �
• - [SEE DETAIL] r. � � � � .�
1.) SITE CONTRACTOR SHALL STRIP TOPSOIL AND ANY UNSUITALBE MATERIAL AND PROVIDE CUT/FILL W
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OPERATIONS TO PROVIDE A COMPACTED CONTROLLED BUILDING PAD, IN ACCORDANCE WITH THE <� /
Z 2j / � /� / W U Z O U
SUBSURFACE GEOTECHNICAL EXPLORATION AND TECHNICAL SPECIFICATIONS.
J FOOT BRIDGE Z
(DESIGN BY OTHERS).
ASPHALT AREA NOTE:
n
1.) SITE CONTRACTOR SHALL STRIP TOPSOIL AND ANY UNSUITALBE MATERIAL AND PROVIDE CUT/FILL
•>_, 10' WIDE MAINTENANCE � � � Z
OPERATIONS TO PROVIDE A COMPACTED CONTROLLED SUBGRADE, IN ACCORDANCE WITH THE Q
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SUBSURFACE GEOTECHNICAL EXPLORATION AND TECHNICAL SPECIFICATIONS. ,, ACCESS AROUND POND
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NCDOT NOTES: a 13M __ r 5— —
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1.) ROAD J AND PORTIONS OF ROAD C AND ROAD D SHALL BE PUBLIC AND BUILT TO NCDOT
r
STANDARDS.
10
2.) THERE SHALL BE NO ENCUMBRANCES WITHIN THE NCDOT RIGHT OF WAY. `
3.) ONLY NCDOT APPROVED MATERIALS ARE TO BE USED WITHIN THE PUBLIC RIGHT OF WAYS.
7
7.
NOTATION. ------------------
.......... .
DI = DROP INLET `.`:•:•• _ - - - -- - .
DDI = DOUBLE DROP INLET
HP = HIGH POINT ELEVATION
- THROAT
VEGETATIVE SHELF
- (2-SIDE PEN INLET 2 SID O
YI YARD ) •''••'':'"'' •..,
. . . . . . . . . ...
i
MH = STORM MANHOLE
[SEE DETAIL]
YD = YARD DRAIN ~ ~
- Q U
CI = CURB INLET
DCI = DOUBLE CURB INLET POND OUTLET --
SW = SIDEWALK ELEVATION STRUCTURE 1-2
PG = PROPOSED GRADE ^
7
[SEE DETAIL]
:'':•:• WET POND
H � ^
[SEE DETAIL]
,
SEE SHEET C-4.0 FOR STORM SCHEDULE
MATCHLINE: SEE SHEET C-4.3
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PEI JOB#: 17239.PE

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Lu
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LOCATION MAP
SCALE. 1"=2,000' ~ \�
DRAINAGE NOTES: .` v Ic
.k.
1.) DRAINAGE EASEMENT AND STORMWATER 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 �j
o U
PLANS.
3.) NO OBSTRUCTIONS ARE ALLOWED IN DRAINAGE EASEMENTS, INCLUDING FENCES. 0
O
LL
4.) ALL STORM DRAINAGE STRUCTURES SHALL MEET NCDOT 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 RIP-RAP�� , FOREBAY , " .
3 � 3M
;. � - AP APRON - .. ' �
MAINTAIN A UNIFORM EDGE OF PAVEMENT(EOP)WHEN PLACING THE STORM INLETS WITHIN THE U
SPILLWAY, TYP. POND 1-1
CURB-LINE(SEE"CURB TRANSITION"DETAIL). FOR CATCH BASINS WITHIN A TRANSITION FROM 24"
, � ��•! � �M
STANDARD CURB&GUTTER,THE RIM ELEVATION GIVEN IS 1 INCH BELOW EOP. FOR MODIFIED
[SEE DETAIL] DETAIL]
[SEE ]
VALLEY,THE RIM ELEVATION GIVEN IS 1/2 INCH BELOW EOP. \ S L
6.) MANHOLE RIM ELEVATION SHOWN ABOVE IS FLUSH WITH PROPOSED GRADE. CONTRACTOR
W
SHALL PROVIDE 6"CLEARANCE ABOVE PROPOSED GRADE WHEN PLACED IN A GRASS/PERVIOUS U M w
AREA;AND A FLUSH CONDITION WITH PROPOSED PAVEMENT OR IMPERVIOUS COVER. ` '
7. PROPOSED BUILDINGS SHALL DIVERT ROOF DRAINAGE TO STORMWATER COLLECTION SYSTEM. `
:.•
M
8.) CONTRACTOR SHALL ADJUST ALL FRAMES OF EX. UTILITY INFRASTRUCTURE WITHIN ASPHALT
MATCH PROPOSED GRADES. RIPRAP APRON FOREBAY w 0 °— � °,
OVERLAY AREAS TO ui
[SEE DETAIL] , N
FES-027 Z
BUILDING PAD NOTE:
' [SEE DETAIL]
••••••`'••'• 8
1.) SITE CONTRACTOR SHALL STRIP TOPSOIL AND ANY UNSUITALBE MATERIAL AND PROVIDE CUT/FILL RIPRAP APRON L1j
uj
BUILDING PAD IN ACCORDANCE WITH THE FES-001 O O
OPERATIONS TO PROVIDE A COMPACTED CONTROLLED U Z ..
L EXPLORATION AND TECHNICAL SPECIFICATIONS. [SEE DETAIL] N Z W U �
SUBSURFACE GEOTECHNICA
ASPHALT AREA NOTE: U 0
AS ���
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FES-027
01 ..•::'
FES 0
--- VEGETATIVE SHELF
1.) SITE CONTRACTOR SHALL STRIP TOPSOIL AND ANY UNSUITALBE MATERIAL AND PROVIDE CUT/FILL _ Z ~ O_
3 -
OPERATIONS TO PROVIDE A COMPACTED CONTROLLED SUBGRADE, IN ACCORDANCE WITH THE 4" - - [SEE DETAIL] W
�.
C�
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SUBSURFACE GEOTECHNICAL EXPLORATION AND TECHNICAL SPECIFICATIONS. G
POND OUTLET
s
NCDOT NOTES: -1
8 STRUCTURE 1
[SEE DETAIL]
'••:.
1.) ROAD J AND PORTIONS OF ROAD C AND ROAD D SHALL BE PUBLIC AND BUILT TO NCDOT —10
STANDARDS.
2.) THERE SHALL BE NO ENCUMBRANCES WITHIN THE NCDOT RIGHT OF WAY.
w
3.) ONLY NCDOT APPROVED MATERIALS ARE TO BE USED WITHIN THE PUBLIC RIGHT OF WAYS. ^
\ \ ••.•.. WET POND
NOTATION: / (SEE DETAIL]
:.
''
DI = DROP INLET e
DDI = DOUBLE DROP INLET
HP = HIGH POINT ELEVATION 4Y
YI = YARD INLET(2-SIDE OPEN THROAT) /
MH = STORM MANHOLE r-
7„
YD = YARD DRAIN
CI = CURB INLET
DCI = DOUBLE CURB INLET / \\
SW = SIDEWALK ELEVATION
PG = PROPOSED GRADE
t
\
-
MH-002
SEE SHEET C-4.0 FOR STORM SCHEDULE
r r
10'WIDE MAINTENANCE '`•`•
FUTURE PHASE 1A
ACCESS AROUND POND U Q
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SCALE: 1"=50'
PEI JOB#: 17239.PE

33'
TOP OF SHELF 0"-3"WATER
#19 DJ /CF (1"-3") . , c
#19 BLF/PIC (3"-8")
BOTTOM OF SHELF 8"- 12" OF WATER
100, 10'
POND SHELF PLANTING TYPICAL 200 SF AREA
SEED/SOD ALL SLOPES ABOVE PERMANENT POOL EL. CONTRACTOR TO INSTALL ON THE 6:1 SLOPED SHELF (MIN. 50 PLANTS/200 SF)
PLANTS AS DETAILED. MIN. THREE SPECIES MUST BE
EL. 3.00 EL. 3.00 6:1 SHELF BELOW PERMANENT POOL PLANTED WITH PLANTED. TRIANGULAR SPACING @ 20" O.C.
` Ih ' (ICI 1 ° �j+- - 6 SUITABLE WETLAND SPECIES OR VEGETATION.
EL. 8.50 (TOP OF RIP-RAP) i' TYP 1 Cep" i I I I I 1
SUITABLE PLANTS (PLANT SIZE = 2" PLUGS)
PIC - PICKERELWEED (PONTEDERIA CORDATA)
PERMANENT POOL EL 4.00 DJP - DWARF JOE PYE WEED (EUPATORIADELPHUS DUBIOUS) �p'-'I i- -I I Ivi i I-- '• _
I 12„
FILTER FABRIC 6"THICK CLASS 'B' RIP-RAP FILTER FABRIC -I SWR- SWAMP ROSE (HIBISCUS MOSHEUTOS) z
O
I 3 BLF - BLUE FLAG (IRIS VIRGINICA) �
CLASS 'B' RIP-RAP - - -I 1 CF - CARDINAL FLOWER (LOBELIA CARDINALIS) >
EMERGENCY SPILLWAY I '-I -
VEGETATED SHELF PLANTING SECTION
NOT TO SCALE POND FOREBAY SPILLWAY DETAIL POND SECTION - III _ ON
NOT TO SCALE NOT TO SCALE NOT TO SCALE
SECONDARY SPILLWAY GALVANIZED BAR GRATING 1"x 1/8"BEARING BARS.
TOP OF RISER=8.25(8'X2' FASTEN WITH J-CLIPS,ATTACH TO A 1 1/4"x 1 1/4"x 114" SECONDARY SPILLWAY GALVANIZED BAR GRATING 1"x 1/8"BEARING BARS. rn
GALVANIZED ANGLE FRAME. MORTOR FRAME TO TOP OF TOP OF RISER=8.25 FASTEN WITH J-CLIPS,ATTACH TO A 1 1/4"x 1 1/4"x 1/4"
GRATE OPENING) o
OUTLET STRUCTURE (8'X2'GRATE OPENING) GALVANIZED ANGLE FRAME. MORTOR FRAME TO TOP OF
OUTLET STRUCTURE
PRIMARY SPILLWAY �...] h
SECONDARY SPILLWAY(TOP OF RISER)EL.=8.25 RECTANGULAR WEIR=4.75 SECONDARY SPILLWAY(TOP OF RISER)EL.=8.25 � l
00
(51"W X 42"H'WEIR -STRUCTURE FACE)
PRIMARY SPILLWAY L1 51 -+•!` PRIMARY SPILLWAY 1 1- I
51'--1 PRIMARY SPILLWAY ^
I
RECTANGULAR WEIR
(COVER WITH HARDWARE CLOTH) _ RECTANGULAR WEIR RECTANGULAR WEIR=4.75 I OUTLET PIPE (COVER WITH HARDWARE CLOTH) CV I OUTLET PIPE n� ^
(2)6"SCH.40 PVC / (N .U RCP(CL.III) I (1)6"SCH.40 PVC (2)36"RCP(CL.III)
PRIMARY SPILLWAY(RECT.WEIR)EL.=4.75 DRAWDOWN ORIFICE INV.UP=4.00 PRIMARY SPILLWAY(RECT.WEIR)EL.=4.75
I < (2)36"CULVERT INV.DOWN=4.00 I I DRAWDOWN ORIFICE INV.UP=4.00
P'
! I '�k (2)36"CULVERT INV.DOWN=4.00 O NORMAL POOL EL.=4.00 NORMAL POOL EL.=4.00 I NORMAL POOL EL.=4.00 NORMAL POOL EL.=4.00 Q \•/ �J
I
(2)6"SCH.40 PVC 1
` LL
(1)6"SCH.40 PVC
DRAWDOWN ORIFICE PROVIDE WIRE MESH OVER BOTHi'.' DRAWDOWN ORIFICE / W Ln
PROVIDE WIRE MESH OVER BOTH
s ENDS OF PIPE TO PREVENT REINFORCED CONCRETE BOX ENDS OF PIPE TO PREVENT REINFORCED CONCRETE BOX U
ORIFICE CLOGGING WITH DEBRIS.
/ (CONTRACTOR SHALL SIZE FOR
ORIFICE CLOGGING WITH DEBRIS. (CONTRACTOR SHALL SIZE FOR
61. 8'x2'TOP GRATE OPENING)
� � 8'x2'TOP GRATE OPENING)
__.. o
6"EXTENDED BASE c
(AS REQ'D.) �0�5 6"EXTENDED BASE
6 6^/ (AS REQ'D.) U w
FRONT VIEW SIDE VIEW FRONT VIEW SIDE VIEW z
_ 00
OUTLET STRUCTURE 1-1 OUTLET STRUCTURE 1-2 ':t3
NOT TO SCALE NOT TO SCALE I�� 6' a) •� 01 00
�+J z_
Q o U
con
U
POND 1-1 &1-2
TOP OF DAM EL. - 10.0 6 OUTLET STRUCTURES �L , z � U
[SEE DETAILS] 11 -. 'z
TOP EL. FOREBAY BERM 3.00 1 6 TOP OF DAM EL. = 10.0
I 10'WIDE TOP OF BERM O
- - PERMANENT
STORAGE EL_[REO'D=4.591 PROVIDED=4.75] z
PERMANENT POOL EL.(NORMAL WATER SURFACE)4.00 -�
3 a 3 3 3 w
1 'w FOREBAY 1 1 MAIN POND 1�O �
6'
SEDIMENT REMOVAL EL. =0.00 SEDIMENT REMOVAL EL.=0.00 VEG SHELF
1'OF POND DEPTH IS FOR
BOTTOM EL. FOREBAY=-1.00 POND BOTTOM EL.=-1.00 SEDIMENT ACCUMULATION O SLOPE TYP. �
FOREBAY IS DIVIDED FROM THE PER DWQ POLICY AROUND MAIN POND
MAIN POND BY AN EARTHEN& RIP RAP BERM POND - FOREBAY AND STORAGE POND SECTION W
NOT TO SCALE
STRUCTURAL BERM FILL SATISFACTORY SOILS: 'r��'
SOILS WITH ORGANICS LESS THAN 2%WITH BETWEEN 30%AND 60% PASSING THE NO. 200 SIEVE WITH A PLASTICITY INDEX AND LIQUID LIMIT OF
LESS THAN 20 AND 50 PERCENT, RESPECTIVELY WITH A UNIFIED SOIL CLASSIFICATION OF SC or CL; FREE OF ROCK OR GRAVEL LARGER THAN 2" IN
ANY DIMENSION, ROOTS, DEBRIS, WASTE, FROZEN MATERIALS, VEGETATION, AND OTHER DELETERIOUS MATTER AS INDICATED BY ENGINEER. O
COMPACT TO MIN. 95% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY PER ASTM D 698; SOIL SHOULD BE MOISTURE CONDITIONED BY THE F� H P:-
CONTRACTOR BY DRYING OR WETTING THE MATERIAL TO WITHIN +/- 3 PERCENT OF THE MATERIALS OPTIMUM MOISTURE CONTENT. O
U �
o
RIP-RAP SCHEDULE O
APRON # PIPE DIA. (IN.) LENGTH (FT.) UP.WIDTH (FT.) DWN.WIDTH (FT.) THICKNESS (IN.) PIPE OUTLETS SHALL HAVE La, LENGTH Q
POND 1-1 (2) 36" 26 18 29 18 FLARED END SECTIONS
(UNLESS OTHERWISE INDICATED OR
POND 1-2 (2) 36" 26 18 29 18 IF PIPES ENTERING PONDS ARE
TEMP PIPE 1 24" 9 6 6 18 SUBMERGED)
TEMP PIPE 2 24" 9 6 6 18 RIP-RAP f T O W
STORM DRAIN PIPE THICK(t) i-°`--( Imo°°-i �
TEMP PIPE 3 24" 9 6 6 18
TEMP PIPE 4 24" 9 6 6 18
a � x u
TEMP PIPE 5 24" 9 6 6 18 PLAN O �z a Q
TEMP PIPE 6 15" 6 3.75 4 18 SLOPE=0% F
TEMP PIPE 7 15" 6 3.75 4 18 \\ TAILWATER y
TEMP PIPE 8 15" 6 3.75 4 18 / /\ FLOW cf) O
0
SLOPE DRAIN 1 36" 13 9 9 18 ` _ - - o o z w
SLOPE DRAIN 2 24" 18 6 9.5 18 STORM DRAIN PIPE - - - - - -- ---
U Z
\ \ U = azo z
DRIVEWAY 1 18 9 4.5 10.5 18 �` /, w 1- Z w
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FES-001 36" 13 9 8.2 18
FES-027 60" 21 15 13.4 18 NON-WOVEN FILTER FABRIC NCDOT CLASS B(d50=8")EROSION O a 0 d LL X
(GEOTEX 801 OR APPROVED SUBSTITUTE) CONTROL STONE
FES-046 54" 19 13.5 12.1 18 ON A LAYER OF 4"NCDOT#5 OR#57 SEAL
FES-068 48" 17 12 10.8 18 SECTION STONE(t)
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FES-083 60" 21 15 13.4 18 CARp`r/�,
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- 028847
RIP-RAP OUTLET APRON =�o°•' * �''
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NOT TO SCALEfGiP�`�
H 0810912021
C- 6 * 3
PEI JOB#: 17239.PE

��FF1 GENERAL NOTES: Z
BACK OF CURB SSET T 84 .0 E AND D USE CLASS "B" CONCRETE THROUGHOUT. O C/) Z z
PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12" �Q 1­4S� EXPANSION JOINTS a� 1 +' r_ rr 0 O
' ON CENTER. USE STEPS WHICH COMPLY WITH STU. DRAWING 040.66. ¢6-3 s" E Q Q n ~,��
TOP ELEVATION OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT rZi U 4'-6 4'-6" Z�C= • 1" DEPRESSION -N „ 11/2 „ 3 6 QF-� •
p P o 12" CENTERS AS DIRECTED BY THE ENGINEER. W J O 6' 6" r--e C7 m 1 B�I 1 Zit U
Y - Y USE FORMS FOR THE CONSTRUCTION O THE BOTTOM SLAB. O O�2 Z #4 BARS "V" STD. 4 .03 a J O H Z 1+ +r r n '�� I F LL J a N a
E O e o FRAME 0 a= 7�'8 1 -7�'$ '- ra'•H o o V]2
A GRATE & HOOD
o IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB W Q Z LL `• i1'2 11�' Z ^ �I
--- ih A'_ b AS SHOWN ON STD. NO. 840.00. U¢0= 3" I I W Q¢LL= T _ J'� W Z ^
'..' 8 8" x USE TAPE "E", "F" AND "G" GRADSES JNLESS OTHERWISE INDICATED. ZO W \ .••' =F Z t �G 0 G E I E ¢ca o C.1
FOR B'-O" IN HEIGHT OR LESS USE 6" WALLS AND BOTTOM SLAB. OVER LL 0 J (Q H O r\ CD W
q 8'-0" TO 16'-0" IN HEIGHT USE B" WALLS AND BOTTOM SLAB. ADJUST O ¢ WL I-- p LLF-i J j C+') _® _i _ _-_ _- O N LL O J
° '•- "'A•'• v. 'QUANTITIES ACCORDINGLY. O R m _ W R -_ w �•-- 0 O Q .I 0 -1---- H
A O Q
1-1
CONSTRUCT WITH PIPE CROWNS MATCHING, Z H d¢ a PLAN 6' 0 z N IZPLAN -•`- SEE NOTE CHAMFER ALL EXPOSED CORNERS 1"" CL m m N � ~ •>
X W❑ ¢ w CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES e W❑ O
TOP ELEVATION _ ORAWING NOT TO SCALE. + ❑ m d LL x II W
secrloN x-x o
� w TOP SECTION G-G � �"H i
r, cr) m USE ON FLAT ELEV, EXPANSION JOINT `-\ 1'-4 " 1' 4 " F-�-
GRADES 2% AND UNDER ,_
TOP ELEVATION PLAN OF FRAME z
•�-- - - -•- FRAME. GRATE AND HOOD LI')
SEE STD.NO. 846.63 STEPS - STD. NO. 840.66 STEPS STD. NO. 840.66 - r- rr r n r O
S DEPRESSED GUTTER LINE 1 7% 1 7 $ CAST IRON (n
8 v. 8" TOP ELEVATION - - - - - - - - -
EXPANSION JOINT „I I Do
a;V' o PLAN OF TOP SLAB SECTION S-S O
cc
M PLAN OF GRATING w o w
�r b ..�.:�. A O Z ELEVATION cc II--
LL ❑
I g" ° •�'•' E F�1 NORMAL CURB AND GUTTER ON LIGHT GRADES LL Z 2'-31/4" CAST IRON O '4
C.DZ 0
W NORMAL GUTTER LINE •4 W �
v: G 6" x 3 m CL Hi 6"' E #8 "W" BARS #4 BAR EXPANSION JOINT 6" m C� H G r
17
SECTION_Y-Y 6" c 6 ¢ CL �^ TOP Q '-' Z p
R INC IL
USE ON GRADES OVER 2% ELEV. = a 1 +v �$u 1 c rr 1/$rf Q'
@ DUAL 5 AE - t3 ❑ O
RISER HT. ° ' °_ ❑ - e}• „ „ „
VARIES - (C 4 - - DEPRESSED GUTTER LINE ❑ ~ LO 1n 1 1 1 [] W �+
¢ 10" 6'_0i, Q Q Sr 3 ,r 2' 3 r CC
Err a .o• e 'v ❑ ❑ EXPANSION JOINT MAX. „ -
_ 1 2 i/
T Z #4 I -I 1 0' ❑ Ir
s" T SECTION J-J m , SECTION M- V11 ¢ W ~ 1 rr z �811 1/$fr 1/g" z LL ❑
WHERE 30" TO 36" PIPE IS USED U) ~ DOWEL ELEVATION H- � � I I I I �8rr '�
° W NORMAL CURB AND GUTTER ON STEEP GRADES W - rr k+r - n n _ cn 4
SEE NOTE M N SECTION R-R SECTION H- H "4 UJ
WHERE 42" TO 54" PIPE IS USED } I ,� -2 I I 2f 2rr UJ
J �N
WHERE 30" TO 36" PIPE I5 USED Q Q T MINIMUM DIMENSIONS AND DUANTITIES FOR CONCRETE CATCH BASIN BASED ON MIN. HEIGHT H WITH NO RISER " � � r ' rr Q Z = � �„�
VARIES CO
RISER ❑ 0 DIMENSIONS OF BOX AND PIPE DIMENSION CU.YDS. CONC. IN BOX DEDUCTIONS ❑ 0 n - `
J J ¢ V PIPE SPAN WIDTH WIDTH SPAN MIN. HEIGHT BARS- BARS-V BARS-W TOTAL TOP BOTTOM TQT•CONC. ONE PIPE Q - _ ❑ H V
_�. :
_ -- -0•'r o.. D A B C G H E F N0. LENGTH NO. LENGTH N0. LENGTH L85. SLAB SLAB Fm MTNiIHAN O 1 ff n
M 4 - e:. Mo 015 D o2s ❑ 2/g _ 2 - © �.I rLl
'.of 12" 3' 0" 2'-2" -- -- 2' 9r. - _ _ W
rr , .1 •'7 A 15" 3' 0„ 2r 2,i 9' Ou - -- -- -- - -- -- _- -- -- 0.235 0.772 3'--1 cm + !'I,tu cm CC �1°i W �I,
o A 0.235 0.829 0.023 0.036 +! 2 -1�4 �L/
I 18° 3'-0" 2'-2" 3' 3" C) �' 1•J n
- 0.235 0. 87 0.033 0.049 Q ❑
24" T-0" 2'.2" 3' 9" D.235 1. 0 0.059 0.085
3"-6" 2 -6 O z Cd
a.y e'. 1 m o'y' 30" 3'-0" 2'-2" 3'-4'" 4'-3" V-2" 4'-0" 4 1' 5" 2 3'-9" 3 9'-9" 39 0.123 0.321 1.433 0.092 0.127
of '1 36" 3' 0" 2'-2r' 3' 10" 4- V-8" 4'_0" 4 1'-11" 3 3' 9" 3 3' 9" 43 0.161 0.35E 1.714 0.132 0.175 0 O r 1
WHERE 42" TO 54" PIPE IS USED o :4c a• : ..Q. n y�u',�, p'. 42" 3'-0" 2'-2" 4'-5" 5'-3 1'-5" W-2" 4 1'-8" 2 2'-11" 3 2'-11" 32 0.112 0.318 1.73E 0.180 0.243 LL
DETAIL SHOWING.METHOD 4a" 3' 0" 2+ 211 5'-0" 5'-9" 2'-0" 3'-2`' 4 2' 3'' 3 2'-11" 3 2'-11" 35 0,145 Q.352 2.052 0.235 0.317
SECTION E - IE SECTION F- F Q
-- 54" 3-0' 2-2 5'-7' E 3" 2'-7" 3-2 4 2'-10 5 2'-11' 3 2'-11 41 0.180 0.386 2.387 0.297 0.401
OF RISER CONSTRUCTION. PLAN PLAN SHEET 1 OF 2 i SHEET 2 OF 2 SHEET 1 OF 1 O J J
840.02 RISER HAS .22E CUBIC YARDS OF CONCRETE PER FOOT HEIGHT 840.02 840. � r ,
v L Z 1
61
O U) o 2 4 F Z Z
~�•- H FRAME AND RATES ANC NRY FRAME AND GRATES O -i
3" "B" BARS @ ti" CIS. 3" Q Q Q ANCHOR hi J
I� #4 BAR H� U z; = ° - - - - - - Q�3 U
n+ LLJ2L- Z LLJOH 2' On J._e„ H50
0CCM 00�2Z LL JaIaZ
LIJQ¢LL= W< ^ oOUO= ^
c ¢V it 0 C7 1-0 Q O 3" CAVITY 10 3" i"AVITY WITH + W Q Q LL 2 T
X X ¢ H WITH MORTAR JOINTS 1-U O Lye �i.ii■�i
~ Z W ~_~Z W MORTAR JOINTS,' DIA MIN' _ DIA' (SEE GEN. NOTES Q 1••- f••+
m OC O F-I Q GENERAL NOTES: (SEE GEN. NOTES) W
�, r ' ,� id I-•=•-I m LL O J Cl2 1•,_, O WALL TIE ja WALL TIE H= Z 0 w
i m O (l) CC O F-i @ 16" CTS. N @ 16" CTS. fl3 F-LL O J M
r ¢ DOWEL 'fC rl z Z CO)tr F BAR @E" BAR O(j<C Z O
m �> USE STANDARD OR JUMBO BRICK FOR WALL CONSTRUCTION, SOLID @ 6" CTS. Z f-e[C "!t
1 + - �►-+ CONCRETE BRICK OR BLOCK ARE OPTIONAL WALL CONSTRUCTION MATERIAL BILL OF MATERIAL00
„B„ BARB N
/ m W❑ @ 12 CIS. '• r. ., -
e ❑ INCLUDE ALL ADJUSTMENTS TO WALLS, SLABS OR REINFORCING MATERIAL BAR QTY. E LENGTH WEIGHT ' ❑ "A" BAR @ 12" CTS. 4 e W Ct � .-
IN THE UNIT PRICE BID FOR EACH UNIT. A Lu
s #5 V-2" 9.7 4 @ 12 cTs. o N
4 ' 12 T . -
� PLAN B to #5 5'-s" Bo.3 Z p N
OPTIONAL MANHOL11
E ml 5r 9 r, INSTALL OPTIONAL MANHOLE IN POSITION AS DIRECTED BY THE ENGINEER. 0 26 #4 1'-6" 26.1
SEE GENERAL NOTES (WITHOUT TOP) CUT OR BEND ALL REBAR CROSSING THIS OPENING TO ALLOW 2" MINIMUM of m 2" O U
FOR PLACEMENT AND Y 14 #.5 6'-11h" 101.5 p• p• 4 4 C�, • _ „�
SEE STANDARD 840.54 CONCRETE COVERAGE. ENCLOSE THE OPENING WITH 8 "A" BARS TIED TO 0'• :0' :0• F- U
STEEL TOTAL WEIGHT 217.6 C1J v W � .�
STEEL INFORMATION 7" TO THE REBAR MAT AND SET SO A MINIMUM OF 3" CONCRETE COVER IS • '
HOOK 27-," RADIUS HOOK FOR MANHOLE COVER 8 FRAME r 2„ '
�'C ATTAINED. REFERENCE STD. N0. 840.54 FOR MANHOLE INFORMATION. X I 2 �-•-- 2+, I J Cn E +••-' ,.� 4>
BRICK MAY BE USED TO 4'-5" MLN. Z � W U) O
O � CU. Y05. CLASS "AA" CONC. 2.6 '� ¢ ..., 6'-1' MIN.
FINISH GRADE ADJUST FRAME 8 COVER m W CU. YDS. BRICK/FT. HT. (S") 0.53
PLAN OF TOP SLAB "Y" BARS TO SURFACE ELEVATION MAX. 1' O Z PROVIDE JUNCTION BOXES WITH MAHNOLES OVER 3'-6" IN DEPTH WITH CU. YDS. BRICK/FT. HT. (12"� O.B4 er m o SECTION X-X SECTION Y-Y ~ W U Z r •�
CONCRETE TOP SLAB LL Z O STEPS PLACED ON 12 CENTERS. REFERENCE STD. NO. 840.66. O Z ? Q
6" "Y" BARS @ 11144" CTS. 6" BAR DIMENSIONS ARE OUT TO OUT "B" BARS O LL BRICK ALT ■ O a O
1 ' CD Fy ❑ SPACE DOWEL "C" BARS AT A MAXIMUM OF 12"' CENTERS. �, N O LL � ❑ Z N a � U
� r rr FORI-.�- c° Z ~ t
I r ~ Q MAXIMUM DEPTH OF THIS UNIT AS SHOWN IS 12'. rZr q FRAME AND GRATES 4 0 Z
_J { �+ C� u CONCRETE FRAME AND GRATES H CT
¢ Z CONSTRUCT THE JUNCTION BOX IN ACCORDANCE WITH Z 6 - - - - - - ANCHOR a s�Ws� (� r.
�'•` • m p SECTIONS 830, 832, 834 AND 840 OF THE STANDARD SPECIFICATIONS. •6" v v DC W 4 Z O
r 7 ❑ d
O• A c 4r 8rr ❑ {) 2'-0" - 3' 8" 8° ❑ LL
• co ❑ Cla » D Q W 01
a F Z d cc 0 W z" h D ❑ �. W +
c� ¢ 2, BAR 2° ❑ ❑ 1( lam,
r $'+ LL ❑ F-I ~ d Z H 2rr CE J
Z CL 1--1
STEPS SEE ¢ Q Q CC LL �`• "F" BARS m ' B BAR- @ 12 CTS. Z Z ❑
co o .0 w GENERAL NOTES N � �' 2 @ 12" CTS. Q
.O• 12" m 1-4 r++ H "E" BA C1 w ~
3 r m 3 B r, BAR C CC Z
PIPES SHOWN 3 ('i.a W Q z" i2 TS. {?' 4" `v ,
v < SSE INSET °A° FOR PURPOSE3SONLYION Q LL = �( ~ 0 @ 12 CTS- 0 m ~
r 3 0 W �' 2" 4" 4, Q r-1
U.
41
s-S" I� i JJ rr c / SEE NOTE O CC LL 2" .�' .Q m @D12" CTS. Q, 2, Q (A
INSET A / Q ~
PLAN OF BOTTOM SLAB CONCRETE BLOCK - - - - �` ,'• ~r' p p „
NOTE 1: CONSTRUCT SECTION "B" OF THE PROPOSED WALL 8" THICK. �•�- ~ N T z" "A" R 2 LL 0 X I _ 4'-0" I 5'_8" @ 12 CIS. � �. 0
AND SECTION "A" 12" THICK. '� - - -
NOTE 2: IF PROPOSED STRUCTURE EXCEEDS 12'-0" VERTICAL HEIGHT A Max. PIPE DIAMETER IS 18" R.C.P. MAX. PIPE DIAMETER IS 36" R.C.P. W
DESIGN WILL BE REQUIRED FOR APPROVAL. s,. SECTION X-X CONCRETE ALT. NOTES_ SECTION Y-Yr h{ a
NOTE 3: USE SINGLE MAT REINFORCING STEEL; "Y" BARS @ 11,1' -HORIZONTAL AND VERTICAL DIMENSIONS MAY READJUSTED AS THE �./ O
SHEET 2 OF 2 FIELD CONDITIONS AND/OR ALTERNATE DESIGN REQUIRE. F-7
1SHE=T 1 OF 2 -MAXIMUM HEIGHT FOR THIS STRUCTURE IS 14'-0". SHEET 1 OF 2 /--(.
EXCEPT DOUBLE MAT STEEL MAY BE USED IN LIEU CONCRETE BOTTOM SLAB SECTION X-X 1840 . 34
8'•F0. qw -MAKE ALL ADJUSTMENTS AS DIRECTED BY THE ENGINEER. 840■��
OF HOOK BARS IN BASE SLAB. (WITH OP} 840 ° 34 34 -DEPTH OF STEEL GRATE WILL REQUIRE DEEPER SEATENGINEER.
ALONG SHORT WALLS. � �r1
Z 6 u , r rr „ r r rr
c� L 6 s w 6 o GENERAL NOTES: z
X --+-I BILL OF MATERIALS -+> ,� h---I f-�
a" QQ z 1�" CLR. TYP. - z �Q * THIS PRECAST BOX MAY BE USED FOR THE FOLLOWING OPENING SHALL BE L' OR 'W' + 1`-q" 4�
SEE SECTION Y-Y FOR DIMENSION COMMON CONCRETE ALT, BRICK ALT. ¢�3 �, H LOCATED AS REQUIRED �-•( rJ
#4 REBARS Q 3 STANDARDS: 840.01 840.02 840.04 840.05 840.13 z ~ H
BAR SIZE LENGTH XL'N-i" 'HEIGHT LEtiGT DUAN-ITY WEIGHT H U #4 KEBABS `' o, ZI _ ' ' ' ' ' #4 REBARS <C<3 v
o _ _ _ _ _ _ _ _ _ _ _ _ N�r�V 840.14, 840.15, 840.17, 840.18, 840.19, 840.26, - - B CENTERS z =
A s a s 39.9 7 -7, 5 47.7 LL J r-r o 840.27 $40.28 840.31 840.32 AND 840.41 . P° `� `' p LL J o F•-i Z O
B # 3-4 6 3 - 16 56.3 OO�Sz ray ~�r ` ~�t 00co , e , H
C #5 2 8 4 0- -0 0 ^
8-0 4 9 -3 4 38.E W¢Q LL= I I ' J I J THE PATTERN OF THE v. W Q Z LL * INSTALL PRECAST DRAINAGE STRUCTURES AND PAY _ 0 ac]7 LL J
3-0 3'-0 31.3 ~UQQU' I I EL-u <0= I #5 BARS WQZLL= w/
¢ �, 00 m KNOCK-OUT o; c7 FOR IN ACCORDANCE WITH SPECIFICATION SECTION 840. ¢
F #5 4-8 4'-6 10 48.7 �3- Z I I Q I : Q ¢ H f r I OPENING ~UQ05
Lit r•r v'. 1-2 Z * STEPS ¢
w U)�LL O J : I „ I it 13 I PANELS ARE SHOWN In O w DO NOT PLACE PRECAST DRAINAGE STRUCTURES I t r �.=H Z
o ¢ I ¢ I ¢ FOR ILLUSTRATIVE Q •;�' N SECTION 'C-C' ~ �"•�
Y REINF. L T H L S. 222.E 0 11 3 LL < UNDER TRAFFIC OR WHERE TRAFFIC WILL BE DETOURED. 01-LLQJ
Y CONCRETE INBI YAPC V^0 5 0.66 O UJ� I I > I I ; > p'. �'.'. �'.\.o.' Oo(n¢ '-' IF- II CONCRETE IN WALLS CLASS AA CUBIC `'ARDS 2 .0- Z H-1 ,r PURPOSES ONLY, v a * I #5 BARS O Q 0
;o•' z i-H USE 4000 PSI CONCRETE. C o 0
CONCRETE IN WALLS CLASS IS' (CUBIC C vAA -0- 0.36 H 3n I rr I 3 I I / •a v ..•v ..o Q ••�,, @OPENING C z H¢
FRAME AND GRATES >< 0.91 CL~ #5 REBARS 12 #5 REBARS o . . o T .j . .a �+ r * PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A615 FOR •>' CI� 4 �
o I l I • i • .o p � � ao �H ^
CONCRETE TOTAL (CUBIC YARDS11.D2 r a CENTERS_�TYP. 12-CENTER$ o; ; ''� ..o.''''''' o '°°'.o: '� '': W GRADE 60 AND WELDED WIRE FABRIC CONFORMING TO ASTM A1064, o.u .h e CLo F•-'i Q
$ t.a 1.93 °' o. o, ,o v" p *
CONC. CUBIC YARDS IN WALL FOOT OF HEIG-T D.35 o.1a ,•, ,; ','s;, o- - a. \ 'a LIMIT MAXIMUM DEPTH TO TOP OF BOTTOM SLAB FOR WAFFLE WALL ° ` P' ❑
w BRICK UBI YARD IN WALL/F T DF H=_I -T -D- 0.34 z i" •�' ••P' : v _ v- '::b' ,:c STRUCTURE TO 10'-0"• LIMIT SOLID WALL STRUCTURE MIN
2 SECTION 'A-A' � SECTION 'B-B' � � �' . ,.
w O R INF L CF t- -GFT 9 47.6
� � .�� '°:.".•'' .o:.a..c -. : .. � _ ° '� `" TO 15'-0". m :°�:°�, 'v;�i•°a.: Ir TI^,II
W 2 J r 1 rt D J *
°C" VERTICAL BAFS J W r U B + 1 -O _ . _ r :. PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH
"E" a "F" HORIzoNT4� aa?s Z F ° W OSHA STANDARD 1926.704. •° • 'Pa p ••�o,t l�
1--1 Q '.•., , , ,. a 1" MIN_ o' * CUT OR FORM OPENINGS FOR PIPE TO PROVIDE PLAN TOP SLAB
er STRAIGHT BARS d A A z " CLR.(TYP) ° '•'' REQUIRED SIZE AND LOCATION. ORIENT WAFFLE WALL STRUCTURES `pa':.•9 0 0 ''.�: y �T n ,�/
X --� N LL ❑ o #4 REBARS C 1" MIN, � C ~ SO THAT PIPES ENTER THROUGH THE v o
1-�-1 �•-1 W �'
CLR.(TYP} �,
"A" & "D" BASE &IFS 6* oc z -' WAFFLE WALL ISOMETRIC VIEW J KNOCKOUT/WAFFLE PANELS ONLY. PIPES MAY ENTER THROUGH C! J
PLAN fi z p ¢ T - 4x4 W4xW4 J . - _ . CORNER CUT DETAIL i-+ a rJ
+ 3 _ z 1 Q THE CORNERS OF SOLID WALL BOXES IF A MINIMUM OF 6 OF C3 e� rT1 N z �U) cc
SEE SECTION Y-Y FOR "A" BARS 6" RADIUS -- W WWF (LAP #5 REBARS @ 12" �.. 3 (SOLID WALL BOX z CC o Q a -
SPACING AND COUNT G WWF 6" ON WALL IS PROVIDED ABOVE THE HOLE. ri �14 z
2" RADIJS 21'2" BEND Q z CENTERS (HORIZ. c F W
2" RADIUS �.�� 12" CONC. W Q -� TO REBARS) & VERT. a W * ALL ELEMENTS PRECAST TO MEET ASTM G913. a C� O_ cD
17" BRICK ❑ H � ) ❑ J *. 6" 'L' OR `W' g" Q
I v .•• v .•• a .•• = J (USE WITH ❑ W LL FRAME AND GRATE HEIGHT MAY BE ADJUSTED WITH CONCRETE ❑
4' GONc. I I ❑ Q 4' X 4' 8� LARGER LL ❑ W z Q
- BASE BARS BRICK ❑ Lu DRAINAGE STRUCTURES ❑❑ Q Q OR BRICK IN ACCORDANCE WITH STANDARD 840.25. #4 REBARS (D Q
¢ m B C° TYPICAL o, Q Z 3 * PROVIDE PRECAST STRUCTURES OVER 4' 0" IN DEPTH WITH " CLR 6" CENTERS !� Q i �
CORNER BARS z = 6 L s D ) ❑ G7 i-
GENERAL NOTES: O a: . a o• Z N 0 STEPS AS DIRECTED BY THE ENGINEER. .:. #4 REBARS t _ < Z Lu Q o ID z LL
-USE CLASS ¢ � . 4' ' : Q Q Z * WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR AS LONG 1 6 CENTERS cc Z N f- F- } } O
�� USE CLASS 'B GONCRETEEINOTHE CAST
OTY FORVREINFQRCEO tz-I ❑ WAFFLE WALL rPLAN VIEW SOLID WALL PLAN VIEW Q , .n.. s. o, n .o..,Q.,; Q a' • CLR t ,� a O a Q Z
os BRICK CONSTRUCTION AND CLASS 'AA' FOR THE FOOTING BASE. Q Z 6 L 6 6 W' 6 cn ❑ AS THE SAME AREA OF STEEL IS PROVIDED, I- fy: Z E- - ; z 0 (D
"� -CHAMFER ALL EXPOSED CONCRETE CORNERS 1". } Q O °'. o P'. '.o '.. o •' F i * SEAL JOINTS WITH A FLEXIBLE BUTYL RUBBER C --I U " Z_
x -USE FORMS TO CONSTRUCT THE BC-TON SLAB, W H ,. °"-•a,' ' '•'9` a. `°''.o, '°':'. Q H o BASE CONFORMING TO FEDERAL SPECIFICATION SS S 21A, PRECAST RISER PLAN PRECAST RISER DETAIL < EL z W UJ ° w
IF PIPES ARE SET IN THE BASE FOLLOW CflNSTRUCT2'ON m + " ° ° :4 T ° : :©". N Q �- W LU o U) w Z Z Y
❑ 1 MIN. CLR. 1 M=N. CLR. :, o - o
PROCEDURES SHOWN BY STD. DWG. 840,OC. Q F- e' a , a:, o',' �',� :, . �',� :z . �,. ',�:. �' ❑ AASHTO M 198, TYPE B BUTYL RUBBER. 3: O J J Li ui� 0
~a -PRECAST UNITS MADE OF CLASS 'AA'' CONCRETE MAY BE USED IN o V - 4x4 W4xW4 _ v o -.•v : �' c o : Q 'Q LIMIT MAXIMUM STRUCTURE SIZE TO INSIDE CLEAR
LIEU OF BRICK MASONRY CONSTRUCTION.
C UJ WWF LAP ° w C? °•.. 0' ° . o n n . Q °', 0 V z Z w Q J ~
* :o; :o: •°• 4 'Q W EL OILZw ¢� w � _
❑ Fi Q o ( CC „ a''' �' q•.' P'C C'3 O O_ U o u 0 0 o va o o c�
U 4x4 W4xW4 ° :v'. °'. Q. v W DIMENSIONS OF 5 -0 X 5 0' '.:f.° :. '° ;•.,r'; o O V ..o d . .... ,
w -INCLUDE REINFORCING STEEL COS- IN THE UNIT OR LL 6• WWF LAP WWF - WWF 6 ON- e' OD v a; a -e: - v •t, - v •o; - v B,• '''� p: :,s' CC W
( p• �a..� '•.D -Q •. 0_ T - -p •.D' - p • * THE OUTSIDE PIPE DIAMETER PLUS 2" OR THE OPENING •O ��°::°:
N LINEAR FOOT BID PRICE FOR "MASONRY DRAINAGE STRUCTURE'. LL n Q TO REBARS}
REFERENCE STD. DWG. 840.25 FOR FRAME ANCHORAGE. Q O 6 ONTO REBARS) C ¢ .w a.' n"• ° o°'..o ° REQUIRED FOR FRAME AND GRATE IS THE MINIMUM STRUCTURE a SEAL\�ti��111CA11///e�//
LL :0 9 Q v
CONCRETE BRICK, JUMBO BRICK ANO L' SOLID CONCRETE BLOCK > ¢ ;, ° > v a-`• v " " i ��� �N RO(
I I > #5 REBARS o - .- z - . SIZE WHICHEVER IS GREATER. 6 6
WILL BE PERMITTED. #5 REBARS 12" S` o
-CONCRETE FOR BRICK BOX REFER -C SECTION 832 OF THE p 12" CENTERS :fie ° * USE MANHOLE FRAME AND COVER AS INDICATED ON THE PLANS. ��\\ OFEse • °9 /��
STANDARD SPECIFICATIONS. CENTERS (TYP. ) TYPICAL)
PLAN ©F BASE -PROVIDE GRATED DROP INLETS OVER 3'-6" DEEP WITH STEPS P � ' D REINFORCE OPENING AS SHOWN ON THIS SHEET. SECTION VIEW �' 9�••' _
SPACED 12' ON CENTER AS DIREC-ED BY STD. DWG. 840.66. ' • SECTION VIEW
028847
SHEET 2 pF 2 SECTION 'D-D' tD SOLID WALL ISOMETRIC VIEW sHEEr 1 of 2 SHEET 2 OF 2 -A .���
FRAME AND GRATES ARE SEPARATE CONTRACT ITEMS. 840■3S SECTION 'C-C' m 840 .4cJ OPTIONAL JOINT DETAILS 840.45 C/� io"•eFNGINEti�'��`
CERTIFICATION NOTE: G,.C�lta��'G����
CONTRACTOR SHALL PROVIDE CERTIFICATION FROM A LICENSED �8 J��/����
NORTH CAROLINA STRUCTURAL ENGINEER THAT PRECAST
STRUCTURES -^ROVIDED MEET REQUIREMENTS FOR H2O LOADING
^ PEI JOB#: 17239.PE

GENERAL NOTES: zo NOTES: Ocn
THIS PRECAST BOX MAY BE USED FOR THE FOLLOWING STANDARDS: co STEPSLL ALL DIFFERINGPINPDOTRUDING IMENSIONS4" FROM CONFIGURATDE FACE OF ION, OR MATERIALS FROM STRUCTURE
WALL.
THOSE SHOWN MAY ALSO BE USED PROVIDED THE CONTRACTOR HAS FURNISHED Q
o 840.35, 840.36 ND840, 840.15, 840.31, 840.32, 840.34, Q Q
�> "• '•` � • :. Q � THE ENGINEER WITH DETAILS OF THE PROPOSED STEPS AND HAS RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE OF SUCH STEPS. Q 3
1" MIN. 6" 6" * 840.35, 840.36 AND 840.41. Z H= Z==C7
1" MIN. INSTALL AND PAY FOR PRECAST DRAINAGE STRUCTURES IN ACCORDANCE W J=O H V - - -- —_ -- - - - W J d O -
SECTION VIEWS WITH NCDOT STANDARD SPECIFICATION SECTION 840. OOa =Z 00w=
1" MIN. * USE 4000 PSI MINIMUM COMPRESSIVE STRENGTH CONCRETE. OC Z ^ W Q Z LL
CUR.(TYP) OPTIONAL JOINT DETAILS USE ASTM A615 GRADE 60 REINFORCING STEEL. USE ASTM A1064 LVQLL
O= 1 F-c� Oca
WELDED WIRE FABRIC (WWF) , Q F- r, r < I- H
e 4x4 W4xW4 F- 1 T m c W
WWF LAP #5 REBARS @ 12" LIMIT MAXIMUM DEPTH TO TOP OF BOTTOM SLAB TO 15' 0 �H w - LL J
WWF 6" ON CENTERS (HORIZ. PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH OSHA STANDARD O F �Q - Q 0
ca
& VERT. 1926.704. 0 U7 2 m Z H
TO FABRIC (USE WITH ORIENT STRUCTURES SO THAT CORNERS WILL NOT BE CUT OR MODIFIED Z •j w rn h-H
4' X 4' & LARGER UNLESS ALLOWED BY DETAIL IN PLANS. d H I W C3
DRAINAGE STRUCTURES * PRECAST ALL ELEMENTS TO MEET ASTM C913. , W C3
v V TYPICAL) - `L' BARS WITH * FRAME AND GRATE HEIGHT MAY BE ADJUSTED WITH CONCRETE G _tL
OR BRICK IN ACCORDANCE WITH STANDARD 840.25.
1'-6' LEGS "
PLAN VIEW OF BASE UNIT PROVIDE PRECAST STRUCTURES OVER 4'-D" IN DEPTH WITH —'� �^ PLAN SIDE
n r , , n * STEPS 12" ON CENTERS IN ACCORDANCE WITH STD. NO. 840.66. ELEVATION
6 L OR W 6 WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR IF PLAN SIDE Z
MIN. MIN. THE SAME MIN. AREA OF STEEL IS PROVIDED. _ O
* SEAL JOINTS WITH AN APPROVED SEALANT (SEE SECTION 840 OF NCDOT ELEVATION U)
rjLAm STANDARD SPECIFICATIONS. • _ N
#4 REBARS @ v * LIMIT MAXIMUM STRUCTURE SIZE INSIDE CLEAR DIMENSIONS = A
#4 REBARS @ 6" CENTERS - TO 6'-0" X 6'-0". = N L' � O Ury
6" CENTERS EACH WAY = * THE OUTSIDE PIPE DIAMETER PLUS 2" IS THE MINIMUM STRUCTURE U- Q W LL• �
EACH WAY ~ SIZE OR THE OPENING REQUIRED FOR GRATE AND FRAIME WHICHEVER 0 cc r I 14�" O N
CENTERLOCATED IN THIRD TYPICAL PRECAST * IS GREATER, Z Lu
= = �r 1 -0' - CAST IRON
ROUND MANHOLE MAY BE USED IN LIEU OF SQUARE PROVIDED 2 EXTRA Li Q CAST IRON z
OF WALL #5'S ARE PLACED ON EVERY SIDE NOT ADJACENT TO A WALL. SEE STD. O. ~ ELEVATION ELEVATION W
RISER SECTION DWG. 840.34 FOR MANHOLE INSTALLATION. 2
PRECAST RISER PLAN 0 m - 1�,� #s BAR OR
ac - a ac 7�
2 #5 BARS EACH SIDE srr in {a W 1" 8�$" 1 #8 BAR Z N
OF OPENING FULL SPAN - � Ir ' ' Z ° 1 GALV`D. 0
1" MIN. CLEAR °0 MIN. L MIN. N m - 1� ~ W
Z �
,- `L' OR 'W' + 2 WALLS 1" MIN. CLR. �} �,�
h•-i
STEPS z _ = •7 �' PLASTROPYLENE a N
#4 REBARS co 4x4 W4xW4 ° w o 0 PLAN SIDE •-+ (�
6" CENTERS m o' .9'.7 p, .V' 0 a „ SIDE 0 Q
- WWF (LAP WWF - ELEVATION Lr
- " 6" ONTO FABRIC} p ¢ .o' '4`, .o' 'Q"• 0 .o = " - ' , COMPOSITE PLAN ELEVATION =
Q X v v •v r !-• •1 lu
2 #5 BARS @ #5 REBARS 12"
! _ _ __ _ _ _ _ OPENING 1" p P .' 'a ,' �77m REINFORCING STEEL ^ ^
CLEAR (SEE NOTES) CENTERS �• :o n�. ;o•• n'. �• 12„ I z Cd Q
LOCATE OPENING g TYPICAL SECTION °' ° :o' ° o W
n ;,•°' ;;o NOTE:
AS REQUIRED m ;D .o .' ELEVATION #3 DEFORMED 12" DO NOT USE IN
(SEE NOTES) TOP SLAB - SHEET 1 OF 1
6„
TYPICAL SECTION �p y SHEET 1 OF 1 STEEL ROD SANITARY SEWER MANHOLES.
MIN-• PLAN TOP SLAB MIN' OF BASE UNIT ISOMETR C VIEW $40.46 SECTION A-A ELEVATION 840.66
o
z
A
r' w N
/
s \
/ \ MARKED: SANITARY SEWER OR
STORM DRAIN AS REQUIRED
MARKED: SANITARY SEWER OR
TOP OF COVER
�O I STORM DRAIN AS REQUIRED Z o
O
w TOP OF COVER - 00
A A ? p N
Z
0 E
1/2° BOTTOM OF COVER
EXISTING GROUND COMPACTED BACKFILL TO Y Y
95% MODIFIED PROCTOR [�!A A A W U r v
IF UNDER PAVEMENT PLAN PLAN 5/8"
Z N `° U
FINISH AS GRADED PLAN
BOTTOM OF COVER � 0
Z STD. CITY OF WILMINGTON RING & COVER CONTACT SURFACES SHALL BE �j
lW �
2'-0" M.H. COVER. SEE DETAIL MACHINED TO INSURE EVEN BEARING OF NOTE:
V
SHEET SD-14-01 & 14-02 COVER AND RING
m �r\\ \\ \ RING & COVER CONTACT SURFACES SHALL BE MINIMUM WEIGHTS:
//\ , , \\/\/ MACHINED TO INSURE EVEN BEARING OF RING 261 LBS.
W 3/4" CEMENT PLASTER MINIMUM WEIGHTS: COVER AND RING COVER 120 LBS.
RING 190 LBS.
SLOPE WALLS TO ANGLE OF 0 MAX. CORBEL 1" PER COVER 120 LBS.
// REPOSE OF SOIL OR AS IY COURSE
APPROVED BY THE ENGINEER STEPS
a.
\ ✓ { \°�. T-11 3/4" 1' 11 3/4"
'\y�f 0/``/`` COMPACTED PIPE EMBEDMENT LL 1'-11 1'-11 1/2"
TO 90% MODIFIED PROCTOR cl)
7.5" 4'-0" 2. 25, 75" 1.5"
a
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LU
d
~i P``\✓ 4C.. ` Q .�f 7 2.125" 7.5" r�/
\ \ 1" 3.125" O H
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COMPACTED NO. 57 STONE - — C.5
1' 10 1/4" 4.125" I T' 8 3J8" I 4.125"
0.5" r
PIPE WIDTH +24" 2'-0 1/2°
TRENCH BOTTOM 1'-10 1/4"
SECTION "A-A"
STANDARD PIPE TRENCH DETAIL SECTION A-A SECTION "A-A"
SD 1-07 GUIDELINES FOR STORM DRAIN MANHOLE STANDARD MANHOLE RING AND COVER
STANDARD MANHOLE RING & COVER
NOT TO SCALE SD 2 -03 SD 14-01 SD 14-02
NOT TO SCALE NOT TO SCALE O H F�-•I F--i c)
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