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DEVELOPER:
JUNIPER CREEK, LLC
P . O . Ii0X 173 P.O. BOX 173
LELAND, NC 28451
ATTN: JEFF HARVELL [phone]
LFQAND , NC 28451
91O 443 -2154 ENGINEER (CIVIL):
PARAMOUNTE ENGINEERING, INC.
5911 OLEANDER DRIVE, SUITE 201
WILMINGTON, NORTH CAROLINA 28403
ATTN: MARK HARGROVE, PE (910) 791-63707
,- SHEET INDEX
SHEET NUMBER -SHEET TITLE_
CO.0 COVER SHEET
CC-1 - GENERAL NOTES
SV-1 EXISTING CONDITIONS SURVEY
C-2 SITE PLAN
ail. --A -, C-3 GRADING AND DRAINAGE PLAN
C-3.1 DRAINAGE ARENA PLAN
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C-6 MISCELLANEOUS DETAILS
C 7.0 PLANTING PLAN
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6NOTICE REQUIRED %:- '.. ��� �0
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ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCA i - PRIOR TO THE BEGINNING OF ANY / 1 = QOF s1o24
CONSTRUCTION IN THE VICINITY OF SAID UTILITIES, LELAND
CONTRACTORS1 ¢ 19 42 AL �r v �`
SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROU .L UTILITY LINES IN THE AREA OF '�.y9 r���„,; F 'rO PROPOSED EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MO B: rrIAN TEN WORKING DAYS PRIOR �� /�-4. --. ,-,T`\\o O C 1 ���
TO COMMENCEMENT OF EXCAVATION OR DEMOLITION. i� 1 ii'l'� "
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CONTACT "CAROLINA ONE CALL" AT 1 -;s���;,;�'�=
1-800-632-4949 A
CONTACT THESE UTILITIES /
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PREPARED B'_ .
ZONING NORTH BRUNSWICK SANITARY DISTRICT
ATTN: HELEN BUNCH ATM: AIR. SCOTT LEWIS VICINITY MAP R
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PH: 910-253-2025 PH: 910-371-9949 PAA1r\
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PROGRESS ENERGY BELL SOUTH NJ , N E E I-t , NJ , , , NI
PH: 1-800-632-4949 Pik 1-800-632-4949
5911 Oleander Drive, Suite 201
PIEDMONT NATURAL GAS TIME WARNER CABLE Wilmington, North Carolina 2843
PH: 910-799-7185 PH: 910-763-4638 [phone] (0) (910) 791 G7Go
EMERGENCY DIAL 911
PROJECT # 08166.PE
POLICE - FIRE - RESCUE FINAL D NSIGiti - NOT _O r RELEASED FOR CONSTRUCTION

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COORDINATION NOTES SITE NOTES GENERAL GRADING NOTES
ANY DISCREPANCY IN1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR 1. TO THE OWNER PRIOR TOISSTART OF CONSTRUCTION. SHALLPLAN AND ACTUAL FIELDCGENERAL CONTRACTOR SHALL BE ONDITIONS 1. PLANS. THE EXACT LOCATION REASONABLE CARE HAS BEENEOF SUCH�UIIUTIES IS NOTIN SHOWINGE KNOWN IN ALL C SESGTHELOCATION OF EXISTINLITIES CONTRACTOR LEGEND
CONSTRUCTION OF THESE PLANS. RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS, EASEMENTS AND DIMENSIONS SHOWN SHALL EXPLORE THE AREA AHEAD OF THE DITCHING OPERATION BY OBSERVATIONS, ELECTRONIC
2. ALL WORK IS TO BE IN ACCORDANCE WITH BRUNSWICK COUNTY. THE NORTH BRUNSWICK HEREON BEFORE BEGINNING CONSTRUCTION. DEVICES, HAND DIGGING AND BY PERSONAL CONTACT WITH THE UTILITY COMPANIES IN ORDER TO
SANITARY DISTRICT AND THE STATE OF NORTH CAROLINA. 2. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTIUTIES AND LOCATE EXISTING UTILITIES IN ADVANCE OF THE TRENCHING OPERATIONS SO AS TO AVOID AND --- - CONTOUR LINE
3. THE CONTRACTOR IS TO ESTABLISH AND CHECK ALL HORIZONTAL AND VERTICAL R.O.W.'S PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS. PREVENT DAMAGE TO THE EXISTING UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COST
CONTROLS TO BE USEDWITH THE PROJECT. IN ADDITION, THE CONTRACTOR IS TO 3. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC RESULTING FROM ANY DAMAGE TO THE EXISTING UTILITY UNES INCLUDING BUT NOT LIMITED TO - INDEXING CONTOUR LINE
COMPUTE THE LAYOUT OF THE ENTIRE SITE PLAN IN ADVANCE OF BEGINNING ANY WORK SHALL BE PROTECTED FROM INJURY, AND ADJOINING PROPERTY PROTECTED FROM REPAIRS AND LOSS SERVICE REVENUE. CONTRACTOR SHALL ARRANGE FOR TEMPORARYSUPPORTOF
ss--- - EXISTING SANITARY SEWER
EXISTING UTILITIES, SUCH AS POLES, CONDUITS, FIBER OPTIC CABLES, TELEPHONE CABLES. WATER
ASSOCIATED WITH THE SUBJECT PLANS. CONTRACTOR SHALL EMPLOY A PROFESSIONAL DAMAGE. LINES, ETC. - EXISTING WATERLINE
SURVEYOR TO PERFORM SITE IMPROVEMENT STAKEOUT(S). 4. ACCESS TO UTILITIES, FIRE HYDRANTS, STREET UGHTING, ETC.. SHALL REMAIN 2. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE - - w - -_-
4. ANYTIME WORK IS PERFORMED OFF-SITE OR WITHIN AN EXISTING EASEMENT, THE UNDISTURBED, UNLESS COORDINATED WITH THE RESPECTIVE UTILITY. DEPARTMENT OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED UNDER CU Li - EXISTING CATCH BASIN
CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF 5. DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION. THE OCCUPATIONAL SAFETY AND HEALTH ACT.
PROPOSED WORK, AND TO FOLLOW ANY GUIDEUNES OR STANDARDS WHICH ARE 6. THE GENERAL CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE UPON 3. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE TO THE = = - - = ® EXISTING STORM SEWER
ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT. COMPLETION OF THE PROJECT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION. OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN AT ALL TIMES
7. THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE "CONSTRUCTION OMITS" DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS. FENCES, SIGNS
BROOM CLEAN AT ALL TIMES. OR OTHER ADEQUATE PROTECTION, INCLUDING FLAG MEN AND WATCHMEN AS NECESSARY TO INSURE 0 = PROPOSED SEWER CLEANOUT
8. ALL UTILITIES TO SERVICE PROPOSED STRUCTURE SHALL BE UNDERGROUND ON SITE. THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE CONSTRUCTION WORK.
GENERAL NOTES: 9. ALL STREET SURFACES, DRIVEWAYS, CULVERTS, CURB AND GUTTERS, ROADSIDE DRAINAGE CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF "CONSTRUCTION AND Q - PROPOSED DRAINAGE MANHOLE
DITCHES AND OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED IN ANY MANNER MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" BY (jj
AS A RESULT OF CONSTRUCTION SHALL BE REPLACED OR REPAIRED IN ACCORDANCE THE NCDOT. - PROPOSED SANITARY SEWER MANHOLE Z
1. EXISTING CONDITIONS ARE SHOWN FROM A TOPOGRAPHIC SURVEY BY PARAMOUNTE WITH THE SPECIFICATIONS. 4. ALL MATERIAL CLEARED AND GRUBBED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK, _
ENGINEERING, INC. COMPLETED ON OCTOBER 31, 2008. SURVEY SHALL BE VERIFIED BY 10. CONTRACTOR SHALL MAINTAIN AN "AS-BUILT" SET OF DRAWINGS TO RECORD THE SUCH AS TREES, VEGETATION, FENCING, ETC. SHALL BECOME THE PROPERTY OF THE CONTRACTOR
THE CONTRACTOR AND ANY DISCREPANCIES REPORTED TO THE OWNER, OWNER'S EXACT LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE GIVEN AND SHALL BE PROPERLY DISPOSED OF OFF-SITE OR BURNED IF PROPER PERMITS ARE RECEIVED. - S
REPRESENTATIVE AND/OR ENGINEER IMMEDIATELY. TO THE OWNER UPON COMPLETION OF THE PROJECT WITH A COPY OF THE TRANSMITTAL
- FIRE HYDRANT ASSEMBLY
2. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING LETTER TO THE ENGINEER.
11 I
UTILITIES ON THE PLANS. THE EXACT LOCATION OF ALL EXISTING UTILITIES IS NOT 11. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY
KNOWN IN ALL CASES. THE CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF DITCHING THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE I rI■I
OPERATIONS BY OBSERVATIONS, ELECTRONIC DEVICES, HAND DIGGING AND BY PERSONAL GIVEN TO THE OWNER FOR REVIEW, NO DEPARTURES FROM THE CONTRACT DOCUMENT EROSION AND SEDIMENT CONTROL NOTES "" - PROPOSED GANG METER ASSEMBLY
CONTACT WITH THE UTILITY COMPANIES IN ORDER TO LOCATE EXISTING UTILITIES IN SHALL BE MADE WITHOUT THE PERMISSION OF THE OWNER.
ADVANCE OF TRENCHING OPERATIONS SO AS TO ELIMINATE OR MINIMIZE DAMAGE TO 12. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTIUTIES.
EXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS THE LOCATION OF ALL EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON PLANS AND EROSION CONTROL AND SEQUENCE In--r-- - PROPOSED SANITARY SEWER
RESULTING FROM ANY DAMAGE TO THE EXISTING UTIUTY LINES INCLUDING LOSS OF WHERE SHOWN ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL ON HIS INITIATIVE OF CONSTRUCTION NOTES: w - PROPOSED WATERLINE
UTIUTY REVENUES. CONTRACTOR SHALL ARRANGE FOR TEMPORARY SUPPORT OF AND AT NO EXTRA COST HAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS
EXISTING UTILITIES, SUCH AS POLES, CONDUITS, FIBER OPTIC CABLES, TELEPHONE NECESSARY. NO CLAIMS FOR DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO
CABLES, WATER UNES, ETC. THE CONTRACTOR FROM THE PRESENCE OF SUCH PIPE OTHER OBSTRUCTIONS OR FROM 1. CONSTRUCT TEMPORARY GRAVEL CONSTRUCTION ENTRANCES AND INSTALL ALL TEMPORARY SILT _________0 - PROPOSED WOOD SHADOW BOX FENCE
3. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE DELAY DUE TO REMOVAL OR REARRANGEMENT OF THE SAME. THE CONTRACTOR SHALL FENCES. [�-
DEPARTMENT OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION BE RESPONSIBLE FOR ANY DAMAGE TO UNDERGROUND STRUCTURES. CONTACT NORTH 2. CLEAR AND REMOVE FROM SITE ALL
TREES, ROOTS, ROOT MAT, ETC. FROM THE AREA WHIN 30 ® PROPOSED CONTOUR r"'
PROMULGATED UNDER THE OCCUPATIONAL SAFETY AND HEALTH ACT. CAROUNA ONE CALL" TOLL FREE 1-800-632-4949 AT LEAST 48 HOURS PRIOR TO DESIGNATED CLEARING LIMITS. CONTRACTOR SHALL INSTALL TEMPORARY SEDIMENT BASINS AND rr..`, C
4. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL TEMPORARY DIVERSION DITCHES. ---LOD - LIMITS OF DISTURBANCE 1•- L
INCONVENIENCE TO THE OWNER AND THE PUBUC. THE CONTRACTOR SHALL PROVIDE, NONSUBSCRIBING UTIUTIES. 3. PLANT GRASS OVER ALL GRADED AREAS WITHIN 15 DAYS OF CEASE OF ANY GRADING ACTIVITY.
ERECT AND MAINTAIN AT ALL TIMES DURING THE PROGRESS OR TEMPORARY SUSPENSION 13. ALL PERMITS RELATIVE TO PROJECT MUST BE OBTAINED, PRIOR TO CONSTRUCTION 4. MAINTAIN ALL TEMPORARY MEASURES UNTIL PERMANENT AND UNIFORM VEGETATION IS ESTABLISHED. : ® A - PROPOSED SILT FENCE c00
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OF WORK. SUITABLE BARRIERS, FENCES, SIGNS OR OTHER ADEQUATE PROTECTION, 14. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND APPUCABLE 5. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND RESTORING TO PRE-CONSTRUCTION W
INCLUDING FLAGMEN AND WATCHMEN AS NECESSARY TO INSURE THE SAFETY OF THE FEDERAL, STATE, COUNTY, AND LOCAL CODES. CONDITIONS ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY INADVERTENTLY BE DAMAGED DUE TC=35.10 TC = TOP OF CURB z cr) U
PUBLIC AS WELL AS THOSE ENGAGED IN THE CONSTRUCTION WORK. CONSTRUCTION 15. FOR BUILDING DIMENSIONS, SEE ARCHITECTURAL DRAWINGS. TO THE FAILURE OF THE EROSION MEASURES DURING GRADING AND AFTER GRADING HAS BEEN /BC=34.60 p
SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF "CONSTRUCTION AND 16. ALL DIMENSIONS AND RADII ARE TO OUTSIDE FACE OF BUILDING OR TO FACE OF CURB COMPLETED, 1 BC = FACE OF CURB (GUTTER) U 'Z
MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL UNLESS OTHERWISE NOTED. 6. CONTRACTOR SHALL CONTINUE TO MAINTAIN PERMANENT AND TEMPORARY EROSION CONTROL ; g Q'
DEVICES" BY THE DOT. 17. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS. CERTIFICATIONS, MEASURES UNTIL FINAL INSPECTION AND APPROVAL BY THE NEW HANOVER COUNTY EROSION - PROPOSED TREE PROTECTION
5. ALL MATERIAL CLEARED OR DEMOLISHED BY THE CONTRACTOR IN ORDER TO CONSTRUCT EQUIPMENT, ETC., THAT MAY BE REQUIRED. CONTROL DEPARTMENT. ((( __/// o� O
THE WORK SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE 18. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND 7. WATER, FERTILIZE, MOW AND MAINTAIN SPRIGGED, SODDED AND PLANTED AREAS UNTIL FINAL z f--•
PROPERLY DISPOSED OF OFF-SITE. METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. APPROVAL BY NORTH CAROUNA DIVISION OF LAND RESOURCES. 0 - PROPOSED PROPERTY CORNER r-
6. ALL WORK BY THE CONTRACTOR SHALL BE WARRANTEED BY THE CONTRACTOR FOR A 8. REMOVE THE REMAINING TEMPORARY EROSION CONTROL MEASURES UPON APPROVAL BY THE NEW w O
PERIOD OF ONE YEAR AFTER THE OWNER ACCEPTS THE WORK. HANOVER COUNTY ENGINEERING DEPARTMENT. -'_'s --�- - PROPOSED DRAINAGE AREAS U
7. CONTRACTOR SHALL CALL THE NORTH CAROLINA ONE-CALL CENTER AT 1 (800)
632-4949 AND ALLOW THE CENTER TO LOCATE EXISTING UTIUTIES BEFORE DIGGING. STORMWATER NOTES:
1. TOTAL SITE AREA = 1.49 AC
TOTAL DRAINAGE AREA (DETENTION AREA #1) = 0.81 AC c Tom`
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L EMOLITi0N NOTES 2. IMPERVIOUS FOR SITE = 21,192 SF 65,011 SF = 32.6% MAINTENANCE PLAN ® � ....,
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1. CONTRACTOR TO COORDINATE WITH THE OWNER TO PROPERLY MAINTAIN OR RELOCATE ACTUAL IMPERVIOUS AREA FOR SITE = 21,192 SF 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND - 4-�,
EXISTING SERVICE CONNECTIONS WHEN NECESSARY. Paved Area = 11,700 SF OPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL BUT IN NO CASE LESS THAN
2. CONTRACTOR IS TO WALK THE SITE AND BECOME FAMIUAR WITH THE SCOPE OF WORK. Building Area = 2,200 SF ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL F'-� U .
3. DEMOLITION SHALL INCLUDE BUT IS NOT LIMITED TO THE EXCAVATION, HAULING AND Sidewalk Area = 2,832 SF PRACTICES AS DESIGNED. � J Z 6'
OFFSITE DISPOSAL OF CONCRETE PADS, CONCRETE DITCHES. FOUNDATIONS, SLABS, 2. ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP DRESSED WITH AN ADDITIONAL � U 11 a
STEPS, AND STRUCTURES; ABANDONED UTILITIES, BUILDINGS, PAVEMENTS AND ALL Future Paved Area = 4,285 SF 2 INCHES OFt4 STONE TO MAINTAIN PROPER DEPTH. ANY SEDIMENT THAT I5 TRACKED0 -
MATERIALS CLEARED AND STRIPPED TO THE EXTENT NECESSARY AS DIRECTED BY THE Future Sidewalk Area = 175 SF INTO THE STREET WILL BE IMMEDIATELY REMOVED. Q
SOILS ENGINEER FOR THE INSTALLATION OF THE NEW IMPROVEMENTS AND WITHIN THE 3. SEDIMENT WILL BE REMOVED BEHIND THE SEDIMENT FENCE WHEN IT BECOMES 0.5 FEET �.a
Off-Site Area = 0 SF DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO w
LIMITS OF CLEARING AND GRADING AND AS SHOWN ON THESE PLANS. Total = 21,192 SF
4. THE CONTRACTOR SHALL PROTECT ALL ADJACENT PROPERTY, STRUCTURES AND UTIUTIES MAINTAIN A BARRIER. SILT FENCE STAKES WILL BE SPACED 6 FEET APART UNLESS A w
WIRE BACKING IS USED WITH 8 FOOT STAKE SPACING.
ON THE PROPERTY NOT TO BE DEMOLISHED. DAMAGE TO PROPERTIES OF OTHERS DUE 4. ALL SEEDED AREAS WILL BE FERTILIZED RESEEDED AS NECESSARY, AND MULCHED Z 14 - r-
TO THE CONTRACTOR'S ACTIVITIES SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT 4. AN EMERGENCY SPILLWAY IS PROVIDED FOR THE STORMWATER MANAGEMENT <
NO COST TO OWNER. POND. FOR MAINTENANCE EFFORTS, STORMWATER STORED BELOW PERMANENT ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, Oq�
5. ELECTRIC, TELEPHONE, SANITARY SEWER, WATER AND STORM SEWER UTILITIES THAT POOL SHALL BE PUMPED. P4 DENSE VEGETATIVE COVER. r,, P
SERVICE OFF-SITE PROPERTIES SHALL BE MAINTAINED DURING THE CONSTRUCTION 0 - 6�
PROCESS BY THE CONTRACTOR. z It) r. p
6. EXISTING CURB AND GUTTER, LIGHTS, SIDEWALK, AND UTIUTIES NOT INTENDED FOR STABILIZATION NOTES �'
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DEMOLITION SHALL BE MAINTAINED, PROTECTED AND UNDISTURBED DURING DEMOLITION. 1. ALL SLOPES WILL BE STABIUZED WITHIN 21 DAYS OF CEASE OF ANY `"-,
7. ALL EXISTING IMPROVEMENTS INDICATED OR REQUIRED TO BE DEMOLISHED SHALL INCLUDE PHASE OF GRADING.
REMOVAL FROM THE PROPERTY AND PROPER DISPOSAL 2. ALL OTHER AREAS WILL BE STABILIZED WITHIN 30 DAYS OF CEASE
8. CONTRACTOR SHALL COORDINATE RELOCATION OF ALL EXISTING OVER HEAD AND OF ANY PHASE OF GRADING.
UNDERGROUND UTILITIES INCLUDING CABLE, GAS, TELEPHONE AND ELECTRIC AND ANY PERMF.,.�NT SEEDING SCHEDULE - MIXTURE 5CP
OTHER UTILITIES THROUGH THE SITE WITH THE RESPECTIVE COMPANIES. Seeding Mixture
9. PROVIDE SMOOTH SAW CUT OF EXISTING PAVEMENTS, CURBS AND GUTTERS AND CENTIPEDE .RASS
SIDEWALKS TO BE DEMOLISHED. SPECIES
10. ALL DEMOLITION WORK SHALL BE DONE IN STRICT ACCORDANCE WITH LOCAL, STATE AND
FEDERAL REGULATIONS AS WELL AS OSHA REGULATIONS. Seeding Dates
11. EXISTING FIRE HYDRANTS ARE TO REMAIN IN SERVICE. MARCH - JUNE
12. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE Soil Amendments (/)
RECORDS, BUT THE THE CONTRACTOR MUST DETERMINE THE EXACT LOCATION AND APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 300 LB ACRE
ELEVATIONS OF THE MAINS BY DIGGING TEST PITS BY HAND. 10-10-10 FERTILIZER. LB/ACRE
Mulch Z DO NOT MULCH.
EXISTING UTILITY NOTES Maintenance 0 v)
1. IT IS THE RESPONSIBILITY OF THE GENERAL CONDUCTOR TO VERIFY THE FERTILIZE VERY SPARINGLY--20 LB/ACRE NITROGEN IN SPRING WITH NO PHOSPHORUS. H �"'
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ACTUAL LOCATION AND AVAIUBUTY OF ALL EXISTING AND PROPOSED UTILITIES CENTIPEDE GRASS CANNOT TOLERATE HIGH PH OR EXCESS FERTIUZER. H O
IN THE FIELD PRIOR TO GROUND BREAKING.
2. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND
TEMPORARY SEEDING-LATE WINTER/EARLY SPRING O C.� U z
ABOVE GROUND, ARE BASED ON A FIELD SURVEY AND THE BEST AVAILABLE Seeding Mixture y
RECORD DRAWINGS. THE CONTRACTOR SHALL FIELD VERIFY FIELD
CONDITIONS PRIOR TO BEGINNING RELATED CONSTRUCTION. ANY
DISCREPANCIES SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE SPECIES WINTER AND EARLY SPRING ~
IMMEDIATELY. Rye (GRAIN) "I O
ANNUAL LESPEDEZA (KOBE IN PIEDMONT C/) `✓
AND COASTAL PLAIN, KOREAN IN MOUNTAINS)
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND \`'� U
BEYOND JUNE.
WETLAND NOTE � � SUMMER (_) ►rZ+�
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1. WETLANDS EXIST ON SITE PER LAND MANAGEMENT, INC. WETLANDS WERE DELINEATED IN GERMAN MILLET APRIL 15 - AUG. 15 - SUMMER ,�,I H r
APRIL 2004. AUG. 15 - DEC. 30 - FALL P4 J
RYE (GRAIN)
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COASTAL PLAIN - DEC.1-APR. 15 - LATE WINTER AND EARLY SPRING a s z
Soil amendments 4-, z oZiii
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LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER. . i
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APPLY 4,000 LB/ACRE STRAW, ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR A
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MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS ." 00
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a 1. HORIZONTAL DATUM IS NAD27 AND BASED ON MAP RECORDED IN MAP I GRAPHIC SCALE c, Ss,, ``'-l to .,��,�1�2 ° lJ :`'':
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s 2. VERTICAL DATUM IS BASED ON MANHOLE RIM NO. 7 AS SHOWN ON THE
AS-BUILT DRAWINGS FOR JUNIPER CREEK FILED WITH NORTH BRUNSWICK ,/ / /
SANITARY DISTRICT. CONTOUR INTERVAL IS 1 FOOT.
SCALE: 1 "=20 ~s�•
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3. THIS PARCEL IS NOT LOCATED WITHIN A 100-YEAR FLOOD ZONE AS •
INDICATED ON FEMA FIRM NUMBER 3720218800J BEARING AN EFFECTIVE SV......
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DATE OF DUNE 2. 2006. �: �\
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#: 08166.PE
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CURRENT ZONING: R-7500 (PUD) (NOT TO SCALE) I I ' � 0 ,sFrQq \ moo \ o U
1 / /�' \o \ re� �` / PSI
JUNIPER CREEK CLUBHOUSE / I PROPOSED MAIL BUT ` \ W k
1203 HIDDEN CREEK DRIVE NW ' STATIONo \ yRFA / / /U;� ce
NORTHWEST, NC ' gRk��c \ \ \ \ z H ,,,„
BRUNSWICK COUNTY PARCEL#:0290009503 1p5 LIGHT DUTY ASP• ALT
MAXIMUM BUILDING HEIGHT:35' '
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PROPOSED PRIMARY USE: AMENITY CENTER/OUTDOOR RECREATION AREA ' ~/ \ I--�
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SETBACK INFORMATION I HANDICAPPED \ } /1 /
BUILDING SETBACKS: REQUIRED PROVIDED
•
' r ' PARKING SIGN(TYP.) /
t_t_____L______. g6� SEE DETAIL SHEET C-6 3'R � \ /8 `MINIMUM FRONT YARD 35 FT 91.8 FT& 105.9 FT ' 1 1111::::.
35 9/7r,;, \ \ / O t
MINIMUM SIDE YARD(NORTHEAST) 25 FT 84.3 FT a�.2 1 a ,� ��'A ? �""� Z O
1 4 ' ' • CONCRETE N t`
MINIMUM SIDE YARD(WEST) 25 FT 107.2 FT 7' DRIVEW Y // - NMINIMUM REAR YARD 20 FT 107.4 FT ' 1 ' S ro: I ' i /
�' `�MINIMUM LOT SIZE: 17,500 SF 65,011 SF (1.49 AC) I • m' / ` u'CONCRETE FTQ� ` / / / J/ () / Z Of Mw / SIDEWALK(TYP.) C,Y 0, <. 4' / _ u ,_,
BUFFER INFORMATION 1 1A ^ wJ /2'0 CURB 8 GU' ER(IYP.) SEE DETALi,.SHEET c sp NOWIT TERMINATION AT EACH ENDEDCLUBHOUSE .� 4 ` / �� < �/�j/» / aBUFFERYARDS. REQUIRED PROVIDED 2 ' 7SEE DET SHEET C-6 ' 4 a� HMINIMUM FRONT YARD' 15 FT 15 FT ' N / EIEV 2''0 , - / 4 d // ('' W r7o1 ` 0
MINIMUM SIDE YARD 15 FT 15 FTI I _ a'R - / ° w ^rWHEEL STOP(TYP.) a • / / .1 Z ' 0 O
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SEE DETAIL SHEET C-6 3'R
POOL SETBACK INFORMATION I
�;x,; 10'� ,� a �� - �
REQUIRED PROVIDED ' S \ 4i C•
POOL SETBACKS(INCLUDING DECK AREA): QU f 18 1aa.2 �V / 5 \ / Op
4 c� t�/ v/ o 0MINIMUM FRONT SETBACK(ROW) 50 FT 50.0 FT&53.9 FT I 7 Z
MINIMUM SIDE SETBACK(NORTHEAST) 100 FT 112.2 FT ' , 25 vF; 3• \ / "
MINIMUM SIDE SETBACK(WEST) 100 FT 144.2 FT 20 0►sIrING I �h-18, m o FUTURE PARKING / / / ��' �I �w w �`,
EA �INAG L Q � ir � � .�. ? .. . . �. 8 SIDEWALK �
MINIMUM REAR SETBACK 100 FT 172.0 FT sE�IENTE ! / `. ; / / / / / �" / /11141114
1 ,� 10 -L � �. s9/ / � /
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PROPOSED PROJECT DATA 1L — '• .: ,. ��
PROJECT BUILT UPON AREA(PROPOSED): REQUIRED PROVIDED /
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1 I— ° e.: - o' moo. �� / x
BLDG. FOOTPRINT: N/A 2,200 SF i O
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ON SITE PARKING: N/A 11,700 SF ' I 10'R ' . ' a °„cos' ���/ / /�, / �' (�
FUTURE PARKING: N/A 4,285 SF � � l �5 ' � . . . .�. T o • '4 Qo �• ��, v�, rT�6 w
ON SITE CONCRETE SIDEWALK N/A 2,832 SF i 1 o/
FUTURE CONCRETE SIDEWALK N/A 175 SF /-is / /
I / `
TOTAL: 21,192 SF (32.6% IMP.) �' �h/ mJ�/
II / { / _ o ° / �� 0
i S5 5 p`L SET a.. �, 4
SETBACK / ��/ / I
SITE PARKING/LOADING REQUIREMENTS: I ' 1 ' _ - / / / /
REQUIRED: 1 SPACE PER 250 SF OF INDOOR RECREATION AREA+ 1 SPACE PER 1,000 SF ` —, , s,�9, r `5I 0
� �- FUTURE PARKING rn �� 7 / �+ t
OF OUTDOOR USE AREA --4 _ ` — J81 SIDEWALK / --_,
/ /
PROVIDED: 11 STANDARD SPACES + 1 HANDICAPPED SPACE= 12 TOTAL SPACES ji......4. -___ 25 ' ` / / / /� �i U ►z��. _3$FRO / / �� H0 �TSETgq // (�FUTURE PARKING: 26 SPACESJ .. `� I ` �-c� / / �' 1-1
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SITE LIGHTING NOTES: — �, S 13 6'22•f DRIVEWAY / //
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1. ALL EXTERNAL LIGHTING WILL BE INTERNALLY ORIENTED AND WILL NOT EXCEED `rI� L��' . . /
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1 PEI JOB#: 08166.PE

1/8" ��
GROOVE JOINT (5' MAX. O.C.)1/8" RADIUks_______,,,._ 3600 P.S.I. CONCRETE ""-EXISTING TREE
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COMPACTED SUBGRADE " 0 495 N
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CONCRETE SIDEWALK DETAIL DRIPUNE a Z716' aJ 0
3' MIN. STAKE I
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i , N ( ? SERVICE LINE TO BEGROOVE JOINT (5' MAX. O.C.) A MINIMUM OF 2'-D•�) �r O I BELOW CURB GRADE LABELED 'WATER METER' a S
1/8" RADIUS,................. 3600 P.S.I. CONCRETE �` y
I� r T �_ r "> O O I w P vt'•Ci' , `r.N�Yn �,�r FINISHED GRADE -
..--/ 4, 4 •a.. •r ''T: S( ':,. 33 V w I ° 5�g.x1,q•
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T \ \ /\ \ / , / ///\ / \i \ / / I ( \ 1 r. )f\ /111 RPZ FOR IRRIGATION I
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TREES TO BE SAVED WILL BE CLEARLY MARKED PRIOR TO CONSTRUCTION AND A M
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SERVIRE ICE WRALIPNE NOTE' CONCRETE ULDLR
SIDEWALK ADJACENT TO GRASSED AREAS AND PLANTERS PROTECTIVE BARRIER IS TO BE INSTALLED AT THE DRIPUNE. ,A Man TA TO METER CONTRACIUR SHALL PLACE WATER 1
�.r -FDRD 570-604 METER BOX IN NON-TRAFFIC AREA 1} r I
< SERVICE SADDLE AT LOCATION SPECIFIED BY NORTH �..
DRIP UNE - THE AREA OF SOIL DIRECTLY BENEATH THE TREE EXTENDING OUT TO BRUNSWICK SANITARY DISTRICT.
THE TIPS OF THE OUTERMOST BRANCHES. n • D ap
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1/2" EXPANSION JOINT- MAX. 50' O.C. m
& BETWEEN STRUCTURES
METHOD OF TREE PROTECTION TOP OF BANK TOP OF BANK 6 3/4" WATER SERVICE o C...)
1-4
DURING CONSTRUCTION ELEV. 2s.2 3:1 SII)ESLOPE 10 FT - ELEV• 26.2 g NTS Sp 1-04
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EMERGENCY O W Q
NOT TO SCALE ' 1 24" SPILLWAY / -
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. - • ELEV. 25.50 0
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FILTER FABRIC SOD U
GROOVED CONTRACTION 5'-0„ EXPANSION JOINT (8'-10' O.C.) 12" THICK CLASS
JOINT _ IN. 1" DEPTH 'B' RIP-RAP [�
PLAN VIEW , `-.,'-ri`.QS:q,1. -:4:'.~:,•, ill f.''c:,';a,*. :,:.; 4000 P.S.I. CONCRETE ELEV ^ " " 90' �")� M
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GENERAL NOTES: ,: , _: - ^• :,;'.q�; SPILLWAY 1 C� z o0
:.-4- :;a:'.;;:. •',•,-;:,•;:.. ,-, .,:•.-.s'•.4='=:: 6" X 6" W2.0 X W2.0 W.W.F. 3" R 1/8" RZ N N
A GROOVE JOINT 1 DEEP WITH 16 RADII SHALL BE REQUIRED IN THE CONCRETE SIDEWALK A" ti •• r•• ••• " _ v
••• • • ••• •• CO• MIN. 2 DEPTH NOT TO SCALE r �, ,
5 INTERVALS. ONE EXPANSION JOINT WILL BE REQUIRED AT 45 INTERVALS. A X EXPANSION ••••• •••••• � • •• ••• •••• •• ° :c ,,._,
JOINT WILL BE REQUIRED WHERE THE SIDEWALK ABUTS ANY CURB AND GUTTER AND ANY RIGp • .•`0 .• • • O •• • • �� •••�••41 s_ .
STRUCTURES. IN SIDEWALKS AND PLAZA AREAS, EXPANSION JOINTS ARE REQUIRED AT NO •' 45111,40� •••i•'•'• •••�i'�� .: ••• 6" C•A•B.C.
GREATER THAN 30' INTERVALS. CONCRETE SHALL BE 3600 PSI IN 28 DAYS. •• ,••••• • �'•'••���• ,y
/\/\//\//\//\//\//\/\/\/\// / - 12" 12" r 7 ° ° °. 6» EXPANSION JOINT0 '� (,) O
CONCRETE WALK DETAIL \\;\;�\;\\;A\;A\;A\;A\A A\;<\\;, COMPACTED SUBGRADE �.L--- , \ 4 LEVEL PARKING LOT PAVING (C Q
NOT TO SCALE (95% STANDARD PROCTOR) RESERVED VA I\
r w N O O
PARKING 9,. R2M sa _ 24 _ lJ rd X t
REINFORCED CONCRETE DETAIL ACCESSIBLE 24" CURB & GUTTER z
NOT TO SCALE % (TO BE USED WHEN PAVEMENT IS SLOPED AWAY FROM ISLAND
�%! ' �V� -r-2 OR AS SPECIFIED BY THE APPROPRIATE CITY/COUNTY ENGINEERING TERMINATION DETAIL
I!_ 18" DEPARTMENT OR THE DESIGN ENGINEER.)
, ,.....,.
,, ,/ RESERVED 0
2" S 9.5A SURFACE Nr %% PARKING 24" CURB AND GUT ' ER z ,, o
\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \--COURSE i ,��/�;���
.••� . » I V G ��,, �s« MUTCD (REVERSE SLOPE).
e:�. - 6 NCDOT CRUSHED STONE AGGREGATE I f'' „,'/i
'':'•� � j/� R7-e NOT TO SCALE
/ / BASE COURSE 100% ASTM D698 / %„/ / 18"
O / \ COMPACTED SUBGRADE * v 6" /i/�
6 \\i\\i\\i\\i\\i\\i\\i\\i\ , /\. '' ,; 01
100� ASTM D698 TO %/ /7,,,1' ( )
12" DEPTH �AXIMUM 1
4 REINFORCING BAR PAVEMENT SECTION PENALTY 9" ■-.�■ J �2" ~
FORMED HOLE FOR # NOT TO SCALE 250 MAXIMUM } 4'
2' MIN. LENGTH (TYP. EA. PARKINGCHOCK) �' I
t/Q R7-8D SERVICE CONNECTION
,/,'°'
1 DRIVE REBAR FLUSH WITH TOP OF :HOCK. PENALTY 9"
INSTALLATION GUIDELINES �T�
O 250 I 12"X9» ASSEMBLY SHALL BE LOCATED AS ASSEMBLY SI-LACE BE _ IL
R
1j CLOSE TO THE SERVII E CONNECTION HORIZONAL AND LEVEL
Min A5 POSSIBLE WITH NO CONNECTIONS UNLESOTHERS ORIENTATION(S)APPROVED R 4
VARIES AS DIRECTED BY ENGINEER (6' . BETWEEN
EWBACKFLOW PREVENTION ASSEMBLY
6 STANDARD PRECAST CONCRETE PARKING (ROCK TOP STRAND MIN. 10 GUAGE MAX)) -�--- ALL PIPING SHOULD BL
PAVEMENT/GRASS HYDRAULICALLY CALCULATED BY I�
STAY WIRES MIN. #12-1/2 GUAGE I 0 0 BRASS- WATER USER FOR ONSITE USAGE ��
WHEEL STOP :�
NOT TO SCALE I Q U C) Z
w WATER METER -- 11 I X
�- CURB
IllS{;y>]'Ir SUPPORTS �T' ( S
NOTES: �� (-. NEEDED) r"'" �✓ 1�1
6" z 1. METAL POST" AND ALL HARDWARE SHALL BE GALVANIZED STEEL, ASTM A307-90. I, % L /'d -l�' BRASS X
w ►-•I (:)
~` N 2. POST HOI�:S SHALL BE FILLED WITH GRANULAR BACKFILL IN 3-INCH TO 4-INCH LIFTS. FLOW I■LI�J� 4 �� U
•- L_ THOROUGHLY HAND TAMP EACH LIFT AND CROWN BACKFILL AT TOP TO SHED WATER. - ON51TE THERMAL EXPANSION CONTROL Cr)
TT_ (AS NEEDED) �
3. CONCRETE FOR FOOTING SHALL BE PORTLAND CEMENT AND HAVE A MINIMUM LJ
< /\/\/\/\ /\//\/\\\//\\\//\\/x \ \/�\\/V/�\//�//�/ ��' COMPRES Ie/E STRENGTH OF 3000 PSI. THRUST BLocKs ( U U
\/ V r 4. SIGNS SFI �LL BE CONSTRUCTED OF ALUMINUM, TYPE 6061-T6 AND IN CONFORMANCE (AS NEEDED)
a
\� \ BOTTOM STRAND MIN. 10 GUAGE \� WITH AST'EI STD B-209. THICKNESS SHALL BE-0.80 INCHES. i SUPPORTS .1.
// /j ,/ ' 5. TOP EDGF' TREATMENT FILM SHALL BE 3" WIDE, CLEAR AND TRANSPARENT WITH A aQ�. (AS NEEDED) 1�-I f
, < > �� � SUB-RESI`,IANT PRESSURE SENSITIVE NON-YELLOWING ADHESIVE, "SKOTCHCAL" -- THRUST BLOCKS P4 (I) I'-(
x> q �/ (AS NEEDED) �j
x 11,4, ,.- � � V� //� TRANSPARENT" FILE #639 OR APPROVED EQUAL. J0
/ / \/\ i\ 6. REFLECTIVt FACING MATERIAL SHALL BE SCOTCHLITE HIGH INTENSITY, MANUFACTURED
+" aRJ' i//, //,, m
I � i� � � '7 \/ / BY 3M CO! ALL BACKFLOW DEVICES 10 COMPLY WITH USC STANDARDS �+�{ �'�"'1 Z
▪ ,k a��,' \\ ,/\ F ANY OR APPROVED EQUAL.
\ j 7. SIGN LET I ;NG SHALL BE NPS MODIFIED CLARENDON TYPEFACE. UPPERCASE LETTERS BACKFLOW PREVENTION ASSEMBLES ARE TO BE USED WITHIN THEIR RATED OPERATING CONDITIONS.
. � ' : ,k ., \ SHALL BI 5.75 HEIGHT AND LOWERCASE LETTERS SHALL BE 2.5 HEIGHT WITH 3.75 PRESSURE: BACKFLOW PREVENTION ASSEMBLIES TYPICALLY HAVE MAXIMUM WORKING WATER PRESSURES (MWWP) 8 S i Bo
I ' Pp is �\1�.?• :� STEEL POST �\\ \ " " " zz�
o t ; z :" ti `/>\/� SPACING E,TI;:TWEEN LINES. OF 150 PSI (1034 KPa) OR 175 PSI (1206 KP.). ASSEMBLIES ARE DESIGNED TO OPERATE CONTINUOUSLY AT W z Z 2 a
THIS PRESSURE, WHICH la IDENTIFIED ON THE ASSEMBLY.
I ' G ° ¢ `'T' 1 ' -a SO' 8. CORNER RADIUS OF SIGNS SHALL BE 2.5" CA N
`%" , 0� .°;;';3�' " '•'•'�`�''�'j' 0 41/ t� » " TEMPERATURE: BACKFLOW PREVENTION ASSEMBLIES ARE DESIGNED 10' OPERATE CONTINUOUSLY AT
[E • . ;;...,:,:7TS`;:-CAI').` of-FILTER FABRIC ARROWS .)HALL BE 5.625 LONG BY 3.75 HIGH. THEIR MAXIMUM WORKING WATER TEMPERATURE (MwWr), WHICH IS IDENTIFIED ON THE' ASSEMBLY.
"w t`" 9. MOUNT ON BUILDING OR METAL POST AS DIRECTED. RATE OF FLOW: BACKFLOW PREVENTION ASSEMBLIES ARE DESIGNED TO OPERATE CONTINUOUSLY UP TO
.x "'' �9 ' t. • -�•' ^;• ',•"'"� {�": i. s�aa,<>� .,_ti'!'i '`♦(=.�`. ;?,4��'.,.•ry „ THEIR RATED FLOW (i.e. GALLONS PER MINUTE -- GPM; OR LITERS PER SECOND -L S �1 F'-�F'=
r` ' '1 `, 1 l '',. raj t•i;+::(:. . :1• " -}•':ry�.;A% ; _,, 1. WIRE SHALL BE A MINIMUM OF 32 IN
L. Js.a.,�. ; a;,;•',` ` WIDTH AND SHALL M OF 6
I •!'r - 0.. • „! ;:� •• :; r. H LL HAVE A MINIMUM I - T S REQUIRED(CONCRETE PAD IS OPTIONAL). 1-
- 5:-,v ; .,,, , ,- !;y-'".,,, Ay`:K ,. FILL SLOPE HANDICAP SIGN DETAIL A FIBERGLASS HOT BOX r
� + > "" "' UNE WIRES W/12" STAY SPACING ►'i 55
:mot ��r,W gl �1:,.if,,.%'.:ri:.- ;' ."T.:,:•i.y ♦. a
. ,•. . . :.;�„�: GROUND,� LINE / NOT TO SCALE 1- �- .
• r 6" MIN. '1' "'"�r'!- �: •;,- .�': 2• FILTER FABRIC SHALL BE A MINIMUM OF I 0Iiii
" 2» _ 911 '! 'r,--'..-•; -;'',"-' .fie' 36" IN WIDTH AND SHALL BE FASTENED 6" N /\� W3 r` hADEQUATELY TO THE WIRE AS DIRECTED �`� \ RPZ - 3/4" OR 1H �-IWCOARSE AGGREGATE ..� BY THE ENGINEER :IN. // . // NTS SD 1-10
/ \\'\\- \\ \\\\�
PLAN VIEW 3. STEEL POST SHALL BE 5' 0" IN HEIGHT N //� // //�//�//�/X* ''/
AND BE OF SELF FASTENER ANGLE a s ✓\ \/\\/\\/\\/\\/\ RIPRAP INVERT "A" - SEAL ��\\\\\\uuul u„�,,,,��
STEEL TYPE \<\ /\//\//\//\//\/\ APRON NORTH BRUNSWICK STANDARD DETAIL: SD 1-10 DATE:01/01/08 I ' �•:+�a �/ .
el
j \ � // \\//\ -INVERT "B" SANITARY DISTRICT Not To Scale I OF SS/0 �1,
50' MIN. �!' .. r� •' ' w r vt ? Q' --
is �. P.O.BOX 2230 _ a SEAL
" DIVERSION TO DIRECT RUNOFF FROM R/W \ \\
' i "ram !��'!�Y=•�Y' -' - Aw_ ��•+b�i�►� ii 516 VILLAGE ROAD NE
19742
. , - = �_ " ,a LELAND N.C.284 1-2230 _ 3/4" ••
:;>;;::;:�::.:.::.:::::.::.-::::.-::,-::. :•:-:::::.::.-:::.-::•.-..:.:.-.-:.:..................................................._......................................... I � � 2 X12 TREATED LUMBER RPZ OR 1 -n
SECTION VIEW \ \\ TEL[phone] H 'p 0
NGINF�P
/ ? ANCHOR FILTER ACROSS END OF PIPE C/7 'FA, H F'�"
�\ � FAX[phone] �,,
."\ FABRIC SKIRT INVERT A INVERT B 2-8' SECTION OF 24" RCP W /Z' '/ Aa
TEMPORARY CONSTRUCTION ENTRANCE GUIDELINES FOR TEMPORARY SILT FENCE DETAIL 24.7 24.6
NOT TO SCALE NOT TO SCALE FLOW SPREADER
C MEM. 6
NOT TO SCALE 4
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r PEI JOB#: 08166.PE
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, 2008
FOR
JUNIPER CRE, F.K) LLC
DEVELOPER:
P. JUNIPER CREEK, LLC
. O . BOX 173 P.O. BOX 173
LELAND, NC 28451
ATTN: JEFF HARVELL [phone]
LUAND NC 28451
(910) 443 -2154 ENGINEER (CIVIL):
PARAMOUNTE ENGINEERING, INC.
5911 OLEANDER DRIVE, SUITE 201
WILMINGTON, NORTH CAROLINA 28403
ATTN: MARK HARGROVE, PE [phone]
SHEET INDEX
SHEET NUMBER SHEET TITLE
1 C-1 CO.0
SV-1
COVER SHEET
GENERAL NOTES
EXISTING CONDITIONS SURVEY
C-2
SITE PLAN
C-3
GRADING AND DRAINAGE PLAN
C-3.1 DRAINAGE ARE:A PLAN
4.49.,...4.
C 6 UTILITY RI,A44......i.
-----,,--, C-6
C 7.0 MISCELLANEOUS DETAILS
-----_,-----.
PLANTINC PLAN
NAVASSA . C 7.1 PLANTINC DETAILS
JO
0 ----\--
,N
rAlri PPROV t t‘I; t ‘\ 4. / NORTH CAR IRONMENTAL
. MANAGE COM N
DlyISIO FME WATER QUALITY
.."2j.14="
%NOTICE REQUIRED
3 ‹.,,......
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. .
, 41k
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t :7 1\961741112 e _ku i
ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED PRIOR TO THE BEGINNING OF ANY ,
LELAND
1--4 4. 'T
-t- -• •
CONSTRUCTION IN THE VICINITY OF SAID UTIUTIES. SEAL r-
1
1:04itit-131V-Si
-47? r*Nci,t , 0 „tz.
CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTIUTY LINES IN THE AREA OF
4.-A -• -..q• s>
PROPOSED EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS PRIOR
, -9: i.i-,sc -,
DEC 1 9 2008
____„_____,
TO COMMENCEMENT OF EXCAVATION OR DEMOLITION. itha371°‘
TO U N E
CONTACT "CAROLINA ONE CALL" AT
P
• 1 e.":7—--'----- -' BY: nu r
1-800-632-4949
aegc2124
CONTACT THESE UTILITIES
PREPARED BY:
ZONING NORTH BRUNSWICK SANITARY DISTRICT VICINITY MAP
PARAM- _-----
ATM: HELEN BUNCH ATTN: MR. SCOTT LBMS
PH: 910-253-2025 PH: 910-371-9949
NOT TO SCALE
E.- N C; I N Li EE I-2 I NI C:3' , I
PROGRESS ENERGY BELL SOUTH
PH: 1-800-632-4949 PH: 1-800-632-4949
5911 Oleander Drive, Suite 201
PIEDMONT NATURAL GAS TIME WARNER CABLE Wilmington, North Carolina 28403
PH: 910-799-7185 PH: 910-763-4638 [phone] (0) [phone] (F)
EMERGENCY DIAL 911
PROJECT # 08166.PE
POLICE — FIRE — RESCUE
FINAL DhSIGN - NOT RELEASED FOR CONSTRUCTION
%

i
1 1
COORDINATION NOTES SITE NOTES GENERAL GRADING NOTES
1. ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED 1. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES ON THE LEGEND
1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR TO THE OWNER PRIOR TO START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE PLANS. THE EXACT LOCATION OF SUCH UTIUTIES IS NOT KNOWN IN ALL CASES. THE CONTRACTOR
CONSTRUCTION OF THESE PLANS. RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS, EASEMENTS AND DIMENSIONS SHOWN SHALL EXPLORE THE AREA AHEAD OF THE DITCHING OPERATION BY OBSERVATIONS, ELECTRONIC
2. ALL WORK IS TO BE IN ACCORDANCE WITH BRUNSWICK COUNTY. THE NORTH BRUNSWICK HEREON BEFORE BEGINNING CONSTRUCTION. DEVICES, HAND DIGGING AND BY PERSONAL CONTACT WITH THE UTILITY COMPANIES IN ORDER TO
SANITARY DISTRICT AND THE STATE OF NORTH CAROLINA. 1 THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTIUTIES AND LOCATE EXISTING UTILITIES IN ADVANCE OF THE TRENCHING OPERATIONS SO AS TO AVOID AND - ® CONTOUR LINE
PREVENT DAMAGE TO THE EXISTING UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COST
3. THE CONTRACTOR IS TO ESTABLISH AND CHECK ALL HORIZONTAL AND VERTICAL R.O.W.'S PUBUC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS. ------ - INDEXING CONTOUR LINE
CONTROLS TO BE USED WITH THE PROJECT. IN ADDITION, THE CONTRACTOR IS TO 3. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC REP FROM ANY RVDAMEGE TO THEE. EXISTING ORUTILITY UNES RANGE FORING BUT NOT UNITED TO
COMPUTE THE LAYOUT OF THE ENTIRE SITE PLAN IN ADVANCE OF BEGINNING ANY WORK SHALL BE PROTECTED FROM INJURY, AND ADJOINING PROPERTY PROTECTED FROM REPAIRS AND LOSS SERVICE REVENUE. CONTRACTOR SHALL ARRANGE TEMPORARY SUPPORTW OF ___�-s5-- - - EXISTING SANITARY SEWER
ASSOCIATED WITH THE SUBJECT PLANS. CONTRACTOR SHALL EMPLOY A PROFESSIONAL DAMAGE. EXISTING, UTIUTIES, SUCH AS POLES, CONDUITS, FIBER OPTIC CABLES, TELEPHONE CABLES, WATER
SURVEYOR TO PERFORM SITE IMPROVEMENT STAKEOUT(S). 4. ACCESS TO UTIUTIES, FIRE HYDRANTS, STREET UGHTING, ETC., SHALL REMAIN LINES, ETC. - w - - EXISTING WATERLINE
� ) 2. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE
4. ANYTIME WORK IS PERFORMED OFF-SITE OR WITHIN AN EXISTING EASEMENT, THE UNDISTURBED, UNLESS COORDINATED WITH THE RESPECTIVE UTILITY. DEPARTMENT OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED UNDER CB LJ - EXISTING CATCH BASIN
CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF 5. DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION. THE OCCUPATIONAL SAFETY AND HEALTH ACT. - - - - ® EXISTING STORM SEWER
PROPOSED WORK, AND TO FOLLOW ANY GUIDEUNES OR STANDARDS WHICH ARE 6. THE GENERAL CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE UPON 3. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE TO THE - `-' '�-
ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT. COMPLETION OF THE PROJECT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION. OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE. ERECT AND MAINTAIN AT ALL TIMES
7. THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE "CONSTRUCTION UMITS" DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS, FENCES, SIGNS
BROOM CLEAN AT ALL TIMES. OR OTHER ADEQUATE PROTECTION, INCLUDING FLAG MEN AND WATCHMEN AS NECESSARY TO INSURE 0 = PROPOSED SEWER CLEANOUT
8. ALL UTIUTIES TO SERVICE PROPOSED STRUCTURE SHALL BE UNDERGROUND ON SITE. THE SAFETY OF THE PUBUC AS WELL AS THOSE ENGAGED IN THE CONSTRUCTION WORK.
GENERAL NOTES: 9. ALL STREET SURFACES, DRIVEWAYS, CULVERTS, CURB AND GUTTERS, ROADSIDE DRAINAGE CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF "CONSTRUCTION AND - PROPOSED DRAINAGE MANHOLE
DITCHES AND OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED IN ANY MANNER MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" BY (%)
AS A RESULT OF CONSTRUCTION SHALL BE REPLACED OR REPAIRED IN ACCORDANCE THE NCDOT. ) - PROPOSED SANITARY SEWER MANHOLE Z
1. EXISTING CONDITIONS ARE SHOWN FROM A TOPOGRAPHIC SURVEY BY PARAMOUNTE WITH THE SPECIFICATIONS. 4. ALL MATERIAL CLEARED AND GRUBBED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK, (7)0
ENGINEERING, INC. COMPLETED ON OCTOBER 31, 2008. SURVEY SHALL BE VERIFIED BY 10. CONTRACTOR SHALL MAINTAIN AN "AS-BUILT" SET OF DRAWINGS TO RECORD THE SUCH AS TREES, VEGETATION, FENCING, ETC. SHALL BECOME THE PROPERTY OF THE CONTRACTOR s
THE CONTRACTOR AND ANY DISCREPANCIES REPORTED TO THE OWNER, OWNER'S EXACT LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE GIVEN AND SHALL BE PROPERLY DISPOSED OF OFF-SITE OR BURNED IF PROPER PERMITS ARE RECEIVED. - FIRE HYDRANT ASSEMBLY LLI
REPRESENTATIVE AND/OR ENGINEER IMMEDIATELY. TO THE OWNER UPON COMPLETION OF THE PROJECT WITH A COPY OF THE TRANSMITTAL O:
2. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING LETTER TO THE ENGINEER. 1-1
UTIUTIES ON THE PLANS. THE EXACT LOCATION OF ALL EXISTING UTIUTIES IS NOT 11. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY
KNOWN IN ALL CASES. THE CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF DITCHING THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE ,w�
OPERATIONS BY OBSERVATIONS, ELECTRONIC DEVICES, HAND DIGGING AND BY PERSONAL GIVEN TO THE OWNER FOR REVIEW, NO DEPARTURES FROM THE CONTRACT DOCUMENT EROSION AND SEDIMENT CONTROL NOTES - PROPOSED GANG METER ASSEMBLY
CONTACT WITH THE UTILITY COMPANIES IN ORDER TO LOCATE EXISTING UT1UTIES IN SHALL BE MADE WITHOUT THE PERMISSION OF THE OWNER.
ADVANCE OF TRENCHING OPERATIONS SO AS TO EUMINATE OR MINIMIZE DAMAGE TO 12. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES. SS--- - PROPOSED SANITARY SEWER
EXISTING UTIUTIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS THE LOCATION OF ALL EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON PLANS AND EROSION CONTROL AND SEQUENCE
RESULTING FROM ANY DAMAGE TO THE EXISTING UTIUTY LINES INCLUDING LOSS OF WHERE SHOWN ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL ON HIS INITIATIVE OF CONSTRUCTION NOTES: w - PROPOSED WATERLINE
UTILITY REVENUES. CONTRACTOR SHALL ARRANGE FOR TEMPORARY SUPPORT OF AND AT NO EXTRA COST HAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS
EXISTING UTIUTIES, SUCH AS POLES, CONDUITS, FIBER OPTIC CABLES, TELEPHONE NECESSARY. NO CLAIMS FOR DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO ,-,
CABLES, WATER UNES, ETC. THE CONTRACTOR FROM THE PRESENCE OF SUCH PIPE OTHER OBSTRUCTIONS OR FROM 1. CONSTRUCT TEMPORARY GRAVEL CONSTRUCTION ENTRANCES AND INSTALL ALL TEMPORARY SILT -u - PROPOSED WOOD SHADOW BOX FENCE cr)
3. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE DELAY DUE TO REMOVAL OR REARRANGEMENT OF THE SAME. THE CONTRACTOR SHALL FENCES. (`'-
DEPARTMENT OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION BE RESPONSIBLE FOR ANY DAMAGE TO UNDERGROUND STRUCTURES. CONTACT NORTH 2. CLEAR AND REMOVE FROM SITE ALL TREES, ROOTS, ROOT MAT, ETC. FROM THE AREA WITHIN 30 - PROPOSED CONTOUR O
PROMULGATED UNDER THE OCCUPATIONAL SAFETY AND HEALTH ACT. CAROUNA ONE CALL" TOLL FREE 1-800-632-4949 AT LEAST 48 HOURS PRIOR TO DESIGNATED CLEARING UNITS. CONTRACTOR SHALL INSTALL TEMPORARY SEDIMENT BASINS AND I. .
4. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL TEMPORARY DIVERSION DITCHES. LOD"' - LIMITS OF DISTURBANCE H- Er)
INCONVENIENCE TO THE OWNER AND THE PUBUC. THE CONTRACTOR SHALL PROVIDE, NONSUBSCRIBING UTILITIES. 3. PLANT GRASS OVER ALL GRADED AREAS WITHIN 15 DAYS OF CEASE OF ANY GRADING ACTIVITY. ,r
ERECT AND MAINTAIN AT ALL TIMES DURING THE PROGRESS OR TEMPORARY SUSPENSION 13. ALL PERMITS RELATIVE TO PROJECT MUST BE OBTAINED, PRIOR TO CONSTRUCTION 4. MAINTAIN ALL TEMPORARY MEASURES UNTIL PERMANENT AND UNIFORM VEGETATION IS ESTABLISHED. - PROPOSED SILT FENCE (NI00
OF WORK, SUITABLE BARRIERS, FENCES, SIGNS OR OTHER ADEQUATE PROTECTION, 14. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND APPUCABLE 5. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND RESTORING TO PRE-CONSTRUCTION w
INCLUDING FLAGMEN AND WATCHMEN AS NECESSARY TO INSURE THE SAFETY OF THE FEDERAL, STATE, COUNTY, AND LOCAL CODES. CONDITIONS ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY INADVERTENTLY BE DAMAGED DUE TC=35.10 TC = TOP OF CURB z cr) U
PUBLIC AS WELL AS THOSE ENGAGED IN THE CONSTRUCTION WORK. CONSTRUCTION 15. FOR BUILDING DIMENSIONS, SEE ARCHITECTURAL DRAWINGS. TO THE FAILURE OF THE EROSION MEASURES DURING GRADING AND AFTER GRADING HAS BEEN BC=34.60 0
BC = FACE OF CURB (GUTTER) I`
SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF "CONSTRUCTION AND 16. ALL DIMENSIONS AND RADII ARE TO OUTSIDE FACE OF BUILDING OR TO FACE OF CURB COMPLETED, �=- (.,) T-,
MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL UNLESS OTHERWISE NOTED. 6. CONTRACTOR SHALL CONTINUE TO MAINTAIN PERMANENT AND TEMPORARY EROSION CONTROL o W �--1
DEVICES" BY THE DOT. 17. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS, MEASURES UNTIL FINAL INSPECTION AND APPROVAL BY THE NEW HANOVER COUNTY EROSION 0 - PROPOSED TREE PROTECTION O
5. ALL MATERIAL CLEARED OR DEMOUSHED BY THE CONTRACTOR IN ORDER TO CONSTRUCT EQUIPMENT, ETC., THAT MAY BE REQUIRED. CONTROL DEPARTMENT. i-,_.
THE WORK SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE 18. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND 7. WATER, FERTILIZE, MOW AND MAINTAIN SPRIGGED, SODDED AND PLANTED AREAS UNTIL FINAL - H
PROPERLY DISPOSED OF OFF-SITE. METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. APPROVAL BY NORTH CAROLINA DIVISION OF LAND RESOURCES. 0 - PROPOSED PROPERTY CORNER I- 6Q
6. ALL WORK BY THE CONTRACTOR SHALL BE WARRANTEED BY THE CONTRACTOR FOR A 8. REMOVE THE REMAINING TEMPORARY EROSION CONTROL MEASURES UPON APPROVAL BY THE NEW w
w
PERIOD OF ONE YEAR AFTER THE OWNER ACCEPTS THE WORK. HANOVER COUNTY ENGINEERING DEPARTMENT. .. .. -�- - PROPOSED DRAINAGE AREAS U ....--.4....--.4a
- moo.
7. CONTRACTOR SHALL CALL THE NORTH CAROUNA ONE-CALL CENTER AT 1 (800)
632-4949 AND ALLOW THE CENTER TO LOCATE EXISTING UTIUTIES BEFORE DIGGING. STORM WATER NOTES:
1. TOTAL SITE AREA = 1.49 AC rTl
TOTAL DRAINAGE AREA (DETENTION AREA #1) = 0.81 AC h M
DEMOLITION NOTES;
2. % IMPERVIOUS FOR SITE = 21,192 SF / 65,011 SF = 32.6% MAINTENANCE PLAN
F--q z C oa `=�N cq
1. CONTRACTOR TO COORDINATE WITH THE OWNER TO PROPERLY MAINTAIN OR RELOCATE ACTUAL IMPERVIOUS AREA FOR SITE = 21,192 SF 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND - cl
EXISTING SERVICE CONNECTIONS WHEN NECESSARY. Paved Area = 11,700 SF OPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL BUT IN NO CASE LESS THAN 0 • A
2. CONTRACTOR IS TO WALK THE SITE AND BECOME FAMIUAR WITH THE SCOPE OF WORK. Building Area = 2,200 SF ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL p [�
3. DEMOLITION SHALL INCLUDE BUT IS NOT UNITED TO THE EXCAVATION, HAULING AND Sidewalk Area = 2,832 SF PRACTICES AS DESIGNED. z a� o
2. ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP DRESSED WITH AN ADDITIONAL
STEPS,E DISPOSAL OF CONCRETE PADS, CONCRETE DITCHES, FOUNDATIONS, SLABS, Future Paved Area = 4,285 SF 2 INCHES OF STONE TO MAINTAIN PROPER DEPTH. ANY SEDIMENT THAT IS TRACKED U �,
AND STRUCTURES; ABANDONED UTILITIES, BUILDINGS, PAVEMENTS AND ALL0
MATERIALS CLEARED AND STRIPPED TO THE EXTENT NECESSARY AS DIRECTED BY THE Future Sidewalk Area = 175 SF INTO THE STREET WILL BE IMMEDIATELY REMOVED. a Q '
SOILS ENGINEER FOR THE INSTALLATION OF THE NEW IMPROVEMENTS AND WITHIN THE Off-Site Area = 0 SF 3. SEDIMENT WILL BE REMOVED BEHIND THE SEDIMENT FENCE WHEN IT BECOMES 0.5 FEET w t p
UNITS OF CLEARING AND GRADING AND AS SHOWN ON THESE PLANS. DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO 7:1
4. THE CONTRACTOR SHALL PROTECT ALL ADJACENT PROPERTY, STRUCTURES AND UTILITIES Total = 21,192 SF MAINTAIN A BARRIER. SILT FENCE STAKES WILL BE SPACED 6 FEET APART UNLESS A • w 1'
WIRE BACKING IS USED WITH 8 FOOT STAKE SPACING. o
ON THE PROPERTY NOT TO BE DEMOLISHED. DAMAGE TO PROPERTIES OF OTHERS DUE a� I`-
4. AN EMERGENCY SPILLWAY IS PROVIDED FOR THE STORMWATER MANAGEMENT 4. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED Z --� 0
TO THE CONTRACTORS ACTIVITIES SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, 0
NO COST TO OWNER. POND. FOR MAINTENANCE EFFORTS, STORMWATER STORED BELOW PERMANENT DENSE VEGETATIVE COVER. .
5. ELECTRIC, TELEPHONE, SANITARY SEWER, WATER AND STORM SEWER UTILITIES THAT POOL SHALL BE PUMPED. 0r-+ c`
SERVICE OFF-SITE PROPERTIES SHALL BE MAINTAINED DURING THE CONSTRUCTION
PROCESS BY THE CONTRACTOR. +� Z �� • o
6. EXISTING CURB AND GUTTER, LIGHTS, SIDEWALK, AND UTILITIES NOT INTENDED FOR STABILIZATION NOTES `y �
DEMOUTION SHALL BE MAINTAINED, PROTECTED AND UNDISTURBED DURING DEMOLITION. 1. ALL SLOPES WILL BE STABILIZED WITHIN 21 DAYS OF CEASE OF ANY w
7. ALL EXISTING IMPROVEMENTS INDICATED OR REQUIRED TO BE DEMOLISHED SHALL INCLUDE
PHASE OF GRADING.
REMOVAL FROM THE PROPERTY AND PROPER DISPOSAL 2. ALL OTHER AREAS WILL BE STABIUZED WITHIN 30 DAYS OF CEASE
8. CONTRACTOR SHALL COORDINATE RELOCATION OF ALL EXISTING OVER H 9 AND OF ANY PHASE OF GRADING.
UNDERGROUND UTILITIES INCLUDING CABLE, GAS. TELEPHONE AND ELECTRI AND ANY PERMANENT SEEDING SCHEDULE - MIXTURE MCP -
OTHER UTILITIES THROUGH THE SITE WITH THE RESPECTIVE COMPANIES.
Seeding Mixture
9. PROVIDE SMOOTH SAW CUT OF EXISTING PAVEMENTS, CURBS AND GU V- AND
CENTIPEDE GRASS ,
SIDEWALKS TO BE DEMOUSHED. SPECIES
10. ALL DEMOUTION WORK SHALL BE DONE IN STRICT ACCORDANCE WITH LOC STATE AND
FEDERAL REGULATIONS AS WELL AS OSHA REGULATIONS. Seeding Dates
11. EXISTING FIRE HYDRANTS ARE TO REMAIN IN SERVICE. MARCH - JUNE
12. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM VAILABLE Soil Amendments (l)
RECORDS, BUT THE THE CONTRACTOR MUST DETERMINE THE EXACT LOCO ONAND
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 300 LB/ACRE
ELEVATIONS OF THE MAINS BY DIGGING TEST PITS BY HAND.
10-10-10 FERTILIZER. 0
Mulch 14
DO NOT MULCH. I Z
EXISTING UTILITY NOTES 0 C1)
Maintenance .I.
1. IT IS THE RESPONSIBIUTY OF THE GENERAL CONTRACTOR TO VERIFY THE FERTILIZE VERY SPARINGLY--20 LB/ACRE NITROGEN IN SPRING WITH NO PHOSPHORUS.
ACTUAL LOCATION AND AVAIUBUTY OF ALL EXISTING AND PROPOSED UTILITIES CENTIPEDE GRASS CANNOT TOLERATE HIGH PH OR EXCESS FERTILIZER. ,["1 E""1 4�y
IN THE FIELD PRIOR TO GROUND BREAKING. 0
2. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND TEMPORARY SEEDING-LATE WINTER/EARLY SPRING U0 (( ll
ABOVE GROUND, ARE BASED ON A FIELD SURVEY AND THE BEST AVAILABLE y ' LJ H
RECORD DRAWINGS. THE CONTRACTOR SHALL FIELD VERIFY FIELD Seeding Mixture [::CONDITIONS PRIOR TO BEGINNING RELATED CONSTRUCTION. ANY SPECIES ^ .L I.vy 0
DISCREPANCIES SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE Rye (GRAIN) WINTER AND EARLY SPRING I-4 f 1
IMMEDIATELY. �.1
ANNUAL LESPEDEZA (KOBE IN PIEDMONT
AND COASTAL PLAIN, KOREAN IN MOUNTAINS) I
h OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND U
j
BEYOND JUNE.
WETLAND NOTE
SPECIES SUMMER U I'I" :L
1. WETLANDS EXIST ON SITE PER LAND MANAGEMENT, INC. WETLANDS WERE DEUNEATED IN GERMAN MILLET AUG. 15 - AUG.30 - SUMMER C2 4 Z P
APRIL, 2004. AUG. - DEC. - FALL f-j-i H
SPECIES FALL � .L 4 0
RYE (GRAIN) c-I-4 Q.D f:q z
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Seeding dates '`,
COASTAL PLAIN - DEC.1-APR. 15 - LATE WINTER AND EARLY SPRING 4 r m
Soil amendments
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FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL (1) o N
LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER. Q
Mulch
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APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR A
MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS 00 § LL
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A MULCH ANCHORING TOOL 55 .. -
Maintenance 0 z
REFERTIUZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTIUZE AND MULCH
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GENERAL NOTES
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1. HORIZONTAL DATUM IS NAD27 AND BASED ON MAP RECORDED IN MAP �. `•� �b ,�...........✓h6Z►o�o
BOOK 11 AT PAGE 1. 0 10 20 40 60
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s 2. VERTICAL DATUM IS BASED ON MANHOLE RIM NO. 7 AS SHOWN ON THE
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AS—BUILT DRAWINGS FOR JUNIPER CREEK' FILED WITH NORTH BRUNSWICK u7 ,`�
SANITARY DISTRICT. CONTOUR INTERVAL IS 1 FOOT. 0 S
SCALE: 1 "—20' s
3. THIS PARCEL IS NOT LOCATED WITHIN A 100—YEAR FLOOD ZONE AS .._
INDICATED ON FEMA FIRM NUMBER 3720218800J BEARING AN EFFECTIVE I \ `S6? ( - . S
DATE OF JUNE 2. 2006. ' \
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CURRENT ZONING: R-7500 (PUD) (NOT TO SCALE) / / F FAQ \ i444).- .,..4/ © („) NJUNIPER CREEK CLUBHOUSE 1 ' PR P \C / •
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NORTHWEST, NC 1 / \ �BRUNSWICK COUNTY PARCEL#:0290009503 ' �o`'� LIGHT DUTY ASP ALT \ � \ \ f
MAXIMUM BUILDING HEIGHT: 35' /
PROPOSED PRIMARY USE:AMENITY CENTER/OUTDOOR RECREATION AREA ' ry \� \ \ // v h-1
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SETBACK INFORMATION I I I \ //
HANDICAPPED—
BUILDING SETBACKS: REQUIRED PROVIDED t----ti------J__________________
PARKING SIGN(TYP.) • f/c/
I$6 SEjjEjjjjHETj7 E6 MINIMUM FRONT YARD 35 FT 91.8 FT& 105.9 FT 1 ' 4.0' 1072 cp
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MINIMUM LOT SIZE: 17,500 SF 65,011 SF(1.49 AC) ,� m' / ` 5'CO'CRETE FTe� \ 6 / / h� / z �; ^-,Mw / SIDEWALK(TYP.) �C%f �. ,c8 U C7
BUFFER INFORMATION '� �' /3 o CURB&GU' ER(TYP.) SEE DETAIL SHEET C 6 •
BUFFERYARDS: REQUIRED p N II g WIT TERMINATION AT EACH END ::°7SFE.EDLCeL\IU2B:H.°
OUSE / tO ���°, `QU RED PROVIDED �/ / �1rr�i✓✓ --1 'MINI UM FRONT YARD' Z � ` SEE DET SHEET C-6 ' As �/
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POOL SETBACK INFORMATION _ /. ° 10'� 4 4 �
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POOL SETBACKS(INCLUDING DECK AREA): REQUIRED PROVIDED 1 1 % 5S� \ 0 '
MINIMUM FRONT SETBACK(ROW) 50 FT 50.0 FT&53.9 FT 1 1 18 442 "'~ I / \ �/ c 0
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MINIMUM SIDE SETBACK(NORTHEAST) 100 FT 112.2 FT / / . 25' pF. / 3� �� Z(.9
'MINIMUM SIDE SETBACK EST 100 FT 144.2 FT ExrSIf1NG 1 1 1""�h_ •
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20' 18'•._ ro PARKING I� W �,
MINIMUM REAR SETBACK 100 FT 172.0 FT Eq ENTE / I a' . ,, ; y &SIDEWALK / , li
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PROPOSED PROJECT DATA /— _ I / / / c5/1 ,. ) e
PROJECT BUILT UPON AREA(PROPOSED): REQUIRED PROVIDED 1 I / '4. +1g' . *" ° c,E
' sy '« . . . . . . .0 . . . .°
BLDG. FOOTPRINT: N/A 2,200 SF _ _ �.� ° a ., /
ON SITE PARKING: N/A 11,700 SF I 1 I / S 10'R 06% . `'/s'� c� /o^ 6.-/
FUTURE PARKING: N/A 4,285 SF / ' I 5 6i �� • `�`�° oo 2° w~0T/ / J co
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ON SITE CONCRETE SIDEWALK N/A 2,832 SF
FUTURE CONCRETE SIDEWALK N/A 175 SF 1 s y Off7
TOTAL: 21,192 SF (32.6% IMP.) I / 1 ' 5i I ' / �� J�� /
/ 0
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SITE PARKING/LOADING REQUIREMENTS: — h / �'
I �,\ / /
REQUIRED: 1 SPACE PER 250 SF OF INDOOR RECREATION AREA+ 1 SPACE PER 1,000 SF 1 ` _ ^� ` "r7, sus ^/ 0
FUTURE PARKING rn / /
OF OUTDOOR USE AREA / `� , - &SIDEWALK //
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PROVIDED: 11 STANDARD SPACES + 1 HANDICAPPED SPACE= 12 TOTAL SPACES �' 1 ` �5' '� / / / (�
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FUTURE PARKING: 26 SPACES J SE cK O ...4
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SITE LIGHTING NOTES: ---= S7—<6' ~* / /1/
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1. ALL EXTERNAL LIGHTING WILL BE INTERNALLY ORIENTED AND WILL NOT EXCEED ����±����� �/ ;° e 2'S9 ` -- ` `` ` / / / / / U C"�t-i U
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1/8"
GROOVE JOINT (5' MAX. O.C.)
1/8" RADIU� 3600 P.S.I. CONCRETE -EXISTING TREE
i • • . . . .
/\•//// ./////\<
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COMPACTED SUBGRADE � ¢, t v 0 � �
CONCRETE SIDEWALK DETAIL DRIPUNE --•' $ 4) z >J `4
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3' MIN. STAKE - 4 -- -VARIES - SEE PLAN --._.___._-_ ,.I '� VARIES OR As DIfiE:CILD ._.____ 1..
wl W
1/8" ` , ) --HEIGHT GRADE ABOVE Rr+allo u°PROTECTIVE BARRIER ' I gA -SERVICE LINE TO BE
oc A MINIMUM OF 2'-D' (HINGtZI CAST IRON FLAP) a
GROOVE JOINT (5' MAX. O.C.) I z 4 BELOW CURB GRADE. LABELED NAM METER'JvJ �' O1/8" RADIU 3600 P.S.I. CONCRETE .�---\--- . y -- -� FlWSFiED GRADE
IOrG� �" a..
I. ° J ° .0 f,� a Ss G1 I , 'v FORD LONC DOUBLE GULFBgX 5/8"w3/4' ?; ,;
° - .. .� a a (` ...{:` r ro!.T,r '.r s�' �--1•- W 1 ITEM DG144-X43---
T/��./\%/\ \% \l/�; \� /\/ / /\! /\ice ' ,( , I I 0 1 .'��`"�:.1 wAiER MErER
j ` +.,, fp .- �'� (CONNECTOR
\� \\`\�/\\��\�,� �� \i j \/./\. j� .�.�^• -1�^ r.� ....--.1 :-i"� I ti- Ii"� �L. r C,___I_____. '.� a-D" r? 'n ` 1�i t !�i '*'''-'2'54 .4vA .w..li BACKFLOW DEVICE.__I
rA Y/" ",yY,o ' '�) ti, DCV FOR DOMESTIC i
I7 RPZ FOR IRRIGATION i
N'zOP
\//\/\//\/\ \ \ / \ \ T
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/\ i\\�/\ ./ ,\ \ .'//\\.• ,� '/'\/\ ,/,\ '/. m BRASS GATE VALVE
Q 1` CTS POLY TUBING �`
COMPACTED SUBGRADE NOTE: is 200 PSI 50R B M
//^� SERVICE LINE (-.."
v+ 1 2-B`H16"x2" H
TREES TO BE SAVED WILL BE CLEARLY MARKED PRIOR TO CONSTRUCTION AND A m WIRE WRAP CONCRETE BLDCKS O
�y WATER ' SERVICTE MEE NOTE, 1
SIDEWALK ADJACENT TO GRASSED AREAS AND PLANTERS PROTECTIVE BARRIER IS TO BE INSTALLED AT THE DRIPUNE. ■� A1AIN FORD 570-601 /ANSER CE METER METE OOIXRIN NDN--TRAFFICAAREA C" (--'I
LOCATION SPECIFIED BY NORTH
DRIP UNE - THE AREA OF SOIL DIRECTLY BENEATH THE TREE EXTENDING OUT TO AT ATBR 1.--.ICK SANITARY DISTRICT.
THE TIPS OF THE OUTERMOST BRANCHES. o
SERVICE SADDLE 00
1/2" EXPANSION JOINT- MAX. 50' O.C. m m (V
& BETWEEN STRUCTURESto
L W rn U
METHOD OF TREE PROTECTION TOP OF BANK TOP OF BANK 1 3/4II WATER SERVICE o c� z
NTS 5D 1-04 N (..7 `�
• • •• •• ••• . DURING CONSTRUCTION ELEV. 26.2 3;1 SIDESLOPE 10 FT ELEV. 26.2 Q ^�
NOT TO SCALE • 24" EMERGENCY .`. W 0
i SPILLWAY // � Q
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GROOVED CONTRACTION
JOINT 5'-O" EXPANSION JOINT (8'-10' O.C.) 12" THICK CLASS
IN. 1" DEPTH 'B' RIP-RAP
PLAN VIEW -. .I. .ti>
4;° ';:'.�_ :f :a ,�:�. .: :,. r ti 4000 P.S.I. CONCRETE ELEV 24.8 1/2" R - 24" - 90' ;la)o M
GENERAL NOTES: '... ;�' ; c�
• .. SPILLWAY \-0-1
A GROOVE JOINT 1" DEEP WITH 1f RADII SHALL BE REQUIRED IN THE CONCRETE SIDEWALK AT "'' " '' ;'``' •''' ° `"` '`)`'�" Y''^ 6" X 6" W2.0 X W2.0 W.W.F. -
arj•'•'• �„ » NOT TO SCALE -0 3" R 1/8" R �, % - N (NI `�?
5' INTERVALS. ONE }¢ EXPANSION JOINT WILL BE REQUIRED AT 45' INTERVALS. A J�z" EXPANSION yip eye.•,,•�• �'•; • i••. !� ��• MIN. 2 DEPTH %' +,
JOINT WILL BE REQUIRED WHERE THE SIDEWALK ABUTS ANY CURB AND GUTTER AND ANY RIGID • •'� •• ••••`�4 .1.1111F.• ' ' '' 1 �/
STRUCTURES. IN SIDEWALKS AND PLAZA AREAS, EXPANSION JOINTS ARE REQUIRED AT NO •• ,i��+�: .%•!•'� e4a •`j !ip i�•�•� 6" C.A.B.C. N ,y- '_ U O
GREATER THAN 30' INTERVALS. CONCRETE SHALL BE 3600 PSI IN 28 DAYS. • � • •ate ��••• �••S o
/\/ / \/\// \/\/\/\ - 12" .N- ° o. o °' o EXPANSION JOINT Z i�
/ \ ° 0
CONCRETE WALK DETAIL \ \ \ \ \/\ \ \ \ \/\; COMPACTED SUBGRADE r" ` LEVEL
PARKING LOT PAVING fr ,
\i\\/\\/\\�\\i\\/\\�\\�\\/\\�\\�. (95% STANDARD PROCTOR) RESERVEDVA �„ - I
NOT TO SCALE PARKING 9 R7-8a 24" W •� z
W t�-
REINFORCED CONCRETE DETAIL 12"x6"ACCESSIBLE a o
NOT TO SCALE '� " ' ��%r' I I v f I i2" (TO BE USED WHEN PAVEMENT IS SLOPED AWAY FROM ISLAND 24r� CURB & GUTTER z °' o
OR AS SPECIFIED BY THE APPROPRIATE CITY/COUNTY ENGINEERING TERMINATION DETAIL
r 4 r• 18 "RESERVED" DEPARTMENT OR THE DESIGN ENGINEER.; pe, 0- r .
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.(04„ . 6" NCDOT CRUSHED STONE AGGREGATE f/ 7, ''/'%�f NOT TO SCALE
BASE COURSE 100% ASTM D698 '�//',` 18" R7-8
+' 0 /\/ / // // // //\//\/\/\/\< t / 12 x18
COMPACTED SUBGRADE * 1111
6" e A t://
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/ /V..;', l % (/)
12" DEPTH MAXIMUM t
FORMED HOLE FOR #4 REINFORCING BAR PAVEMENT SECTION PENALTY 9" )� t, II �2" y
NOT TO SCALE (ik2 MIN. LENGTH (TYP. EA. PARKING CHOCK) 7' 25O MAXIMUM i �-
if
i° SERVICE CONNECTION
DRIVE REBAR FLUSH WITH TOP OF CHOCK. PENALTY 9' R7-8D INSTALLATION GUIDELINES
F--�
NI 250 12"x9" ASSEMBLY SHALL BE LOCATED AS HASSEMBLYOR ZONAL SAND LLEVEL CLOSE TO THE SERVICE CONNECTION O
_ BE
UNLESS APPROVED FOR ► ,r 1 AS POSSIBLE WITH NO CONNECTIONS J
STANDARD PRECAST CONCRETE PARKING CHOCK VARIES AS DIRECTED BY ENGINEER (6' MAX.) BETWEEN THE WATER METER AND OTHER ORIENTATION(S)
p_ THE BACKFLOW PREVENTION ASSEMBLYALL �Q
6" 1 TOP STRAND MIN. #10 GUAGE , PAVEMENT/GRASS - W-- / HYURAIULNCALLYOCA C ULD UTATED BY r
WHEEL STOP STAY WIRES MIN. #12-1/2 GUAGE • O BRASS WATER USER FOR ONSITE usacE o
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NOT TO SCALE WATER METER -- ( 1
w Q r CURB \fili11iiiiIak.
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suPPORrs �T-
6" NOTES: : (AS NEEDED) .•I.. wU Imo'{�. Z'
z \ 1. METAL POST AND ALL HARDWARE SHALL BE GALVANIZED STEEL, ASTM A307-90. MEI I r .. __:::- --BRASS W 0
FLOW alb( !' I11��, �' H O
I 2. POST HOLES SHALL BE FILLED WITH GRANULAR BACKFILL IN 3-INCH TO 4-INCH LIFTS. lei �O.,�, U
L. THOROUGHLY HAND TAMP EACH LIFT AND CROWN BACKFILL AT TOP TO SHED WATER. N ONSITE THERMAL EXPANSION CONTROL (/)
(AS NEEDED) T
3. CONCRETE FOR FOOTING SHALL BE PORTLAND CEMENT AND HAVE A MINIMUM Li
77- ����/ /v/��/v/v/v//��/v/�/•/-v/��/��/��//�/� %• COMPRESSIVE STRENGTH OF 3000 PSI. J + P� U
/ THRUST BLOCKS O P4 r^
> / / / 4. SIGNS SH,�I_I_ DE CONSTRUCTED OF ALUMINUM, TYPE 6061-T6 AND IN CONFORMANCE � (AS NEEDED) ..'1L-.� VJ
\� �/\ BOTTOM STRAND MIN. #10 GUAGE \ 1/� WITH ASTM Sit) B-209. THICKNESS SHALL BE 0.80 INCHES. d SUPPORTS (,,) .L
` < % V /\ 5. TOP EDGE TREATMENT FILM SHALL BE 3" WIDE, CLEAR AND TRANSPARENT WITH A (AS NEEDED) �-1
� 114 \� � SUB-RESISTANT PRESSURE SENSITIVE NON-YELLOWING ADHESIVE, "SKOTCHCAL" a THRUST BLOCKS r Cl) H
�� //, �/ //` TRANSPARENT FILE #639 OR APPROVED EQUAL. (AS NEEDED) �••� I""I 0
" T 'T . /\�\ y > 6. REFLECTIVE FACING MATERIAL SHALL BE SCOTCHLITE HIGH INTENSITY, MANUFACTURED r"(
r+, � { t �/� //' \ j\ BY 3M COMPANY OR APPROVED EQUAL. ALL BACKFLOW DEVICES 10 COMPLY WITH USC STANDARDS 1'•"'1 ^ X
!--)
w) a T �'' /\ 7. SIGN LETTERING SHALL BE NPS MODIFIED CLARENDON TYPEFACE. UPPERCASE LETTERS BACKFLOW PREVENTION ASSEMBIES ARE 10 BE USED WITHIN THEIR RATED OPERATING CONDITIONS
{ `zT4 "\'`;�`„. STEEL POST \ \ SHALL BE 3.75" HEIGHT AND LOWERCASE LETTERS SHALL BE 2.5" HEIGHT WITH 3,75" PRESSURE: BACKFLOW PREVENTION ASSEMBLIES TYPICALLY HAVE MAXIMUM WORKING WATER PRESSURES (MWWP) z=m
Ake ': ('j E,, �s-Yi,' ;�;,`''•'r S/` "/\ SPACING RI-1WEEN LINES. OF 150 PSI (1034 KPa) OR 175 PSI (1206 KPa). ASSEMBUES ARE DESIGNED TO OPERATE CONTINUOUSLY AT \
4+ J ,1 i V 'Yr'i? •�`'^}''/ - } " THIS PRESSURE, WHICH IS IDENTIFIED ON THE ASSEMBLY.
'"Z2Zre
H 8. CORNER it.ApiuS OF SIGNS SHALL BE 2.5
r ' ARROWS ,>I iAL.L BE 5.625" LONG BY 3.75" HIGH. TEMPERATURE: BACKFLOW PREVENTION ASSEMBLIES ARE: DESIGNED TO OPERATE CONTINUOUSLY AT
d l•.
c
�� � r, � x T ,f;: ` ,::+:w:r. v ALTER FABRIC
1" �, P F't ti .t ,},}...``,. ,?%'Y p'�f, t'',.!.•,,7,�yj.•o,. 4:��r� NQ�S THEIR MAXIMUM WORKING WATER TEMPERATURE (MWWT), WHICH IS IDENTIFIED ON THE ASSEMBLY.
I`
9. MOUNT CJh1 FIUILDING OR METAL POST AS DIRECTED. RATE OF FLOW: BACKFLOW PREVENTION ASSEMBLIES ARE DESIGNED TO OPERATE CONTINUOUSLY UP TO
�n 5,. �. � %�....wl• x. r�A.J•L {r"•.,% )4 if.. , >Yi ''.y;i�•aiS•
:%ii^:..
i , �, •:' >w•i%;;k:)::;,,;,..,g`'\ '�•�- .- i 1. WIRE SHALL BE A MINIMUM OF 32" IN
THEIR RATED FLOW (i.e. GALLONS PER MINUTE - GPM; OR LITERS PER SECOND -L/S). 1 F:.: j
� �, `� ,; -..,,�• .:. QJ.-ray;:;::-;;-" ' -a:.a;.::;:�,, o _
-';` ; ,,;r:;.;;� 4' '•c r - ;:;. AND SHALL HAVE A MINIMUM OF `�
;-:.1r • "'::rrt =-I,a;':gf.� " UNE WIRES W/12" STAYS 6 M All SLOPE HAND ( S OPTIONAL). ►"�'1 `Z �
' � I HANDICAP SIGN DETAIL
A FIBERGLASS HOT BOX IS REQUIRED CONCRETE PAD
{ .:) , • T.
PACING GROUND UNE
6 MIN. --**; -'•. NOT TO SCALE
;�,;;.';'_ °;-r fir;' �, 2. ALTER FABRIC SHALL BE A MINIMUM OF �I /\ I- 4>-55 6
;,r,:...., .�; : .�,. a 36" IN WIDTH AND SHALL BE FASTENED 6" N /\�` 0
2" - 3" „II"
COARSE AGGREGATE C4 ADEQUATELY TO THE WIRE AS DIRECTED '� \\ \ RPZ - 3/4" OR 1" �� "
BY THE ENGINEER MIN. // // NTS 5D 1-10 o -
PLAN VIEW 3. STEEL POST SHALL BE 5' 0" IN HEIGHT //\//\//\//\\�\\�\ O (Cr. aPi`g
SAND BE OF TEEL TYPE SELFFASTENER ANGLE a o \� C\ \\ \\ \\ \\ \ RIPRAP
\/\/\/\/\/\ INVERT "A" I SEAL .��uuaL1+�1*{{,/p, .
a /\ / / / / / APRON NORTH BRUNSWICK STANDARD DETAIL: SD 1-10 DATE:01/01/08 i /14 ' a+.A e ./
\ -INVERT "B" SANITARY DISTRICT Not To Scale .,. ` aF SS/0 i,L
50' MIN.imimmessim \ \ • ...
DIVERSION RUNOFF FROM RAY . ••- Stv?,,.:• _ =! /�
N \ \ ��` -' "� '� t' ' P.O.Box 2230
" TO DIRECT RU \/\/\/\/\/\ ` 0.. • • �_•': � :�� �Q ''� -
• SEAL
516 VILLAGE ROAD NE ? 19 42 -
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I \ - �""'" �- 2 X12 TREATED LUMBER LELAND,N.C.28451 2230 RPZ - 3/4 OR 1 v F P • '
/ ►-+ N�►NFL\ TEL [phone]
ACROSS END OF PIPE FAX[phone] ��/V_HP?*C?QO`
SECTION VIEW \ ANCHOR FILTER 8' SECTION OF 24" RCP/N\,/ FABRIC SKIRT INVERT A INVERT B 4- r
24.7 24.6
TEMPORARY CONSTRUCTION ENTRANCE GUIDELINES FOR TEMPORARY SILT FENCE DETAIL
NOT TO SCALE
NOT TO SCALE FLOW SPREADER
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EAST COAST E
sc,X u.5 o 309 NGINEE .,
cc.,, ,,•• . ,:,. 0.0_ ,
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87 * m„,... -.010.,-...-.%44;4-04.....47.-..v. f, ...V,. •
‘ISOZN P4 do.Or.4.0e4940190'
OWNER :
,..., ....... ,..p, _ ,
JUNIPER CREEK, LIE C4—C 1 1 UTILITIES
NORTH CAROLINA ENVIRONME
RNwTAOTEV COMMISSION E D 14-1
N COMPANY, P•A•
Shallotte North Carolina 28459
-,eh ii MI\ , . t Aiisierj,
Cl 2—C13 DETAILS
Main Street - P.O. Box 2469
,--
--,,,,‹
( 9
P.O. BOX 173
C14 LIFT STATION
\ x
910.754 8029 .4,.
,_.‘, I /41\I ,.. :111.',"-- -4k---- LELAND, NC 28451
74 EL,, ,i -- N C15 NC DOT ROAD WIDENING PLAN
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This drawing shall not be reproduced in
---
whole or in part without written permission
of East Coast Engineering Company, P.A. Q U A49T 8

I
R/VN R/W Revisions
log
-� 5' f 5' -- ALL SWALES REQUIRE TEMPORARY LEGEND 2-22-07 REVISIONS
PER NCDENR
4 83 B B 4 LOW DENSITY STORMWATER LINING(SEE EXCELSIOR MATTING
f 5'' 1 1/2"I-;ASPHALT 18"CURB&GUTTE f 5 PROJECT BOUNDARY=55.5 ACRES DETAIL). ESTABLISH VIGOROUS PULL SLOPES BACK TO -40--- EXISTING CONTOUR OBTAINED FROM BRUNSWICK 6-1-07 REVISIONS
1/4":1'-0" PERMANENT VEGETATIVE GROWTH BLEND INTO EXISTING COUNTY ORTHOPHOTO MAP. PER NCDENR
�- `�`� ON SLOPE, BANKS AND CHANNEL TERRAIN,TYP.
CONCRETE SIDEWALK �+' .1 ... K ' " ` •`' 4^TYp, CONCRETE SIDEWALK
4" .M fi _ (SEE"EROSION CONTROL NOTES STORMWATER FLOW DIRECTION ARROW. 8-23-07 ADDED
AND SCHEDULE) INVERT ELEVATION SWALE DRAINAGE
�6"AGGREGATE •BASE COURSE /
• BOTTOM (SEE STORM swALE < VEGETATED SWALE AREAS PER NCDENR
\` COMPA:TED SUBGRADE TO 95%MOD.PROCTOR DENSITY NOTE SIDEWALK MAY BE CONSTRUCTED WIDTH 5'
ON ONE OR BOTH SIDES OF THE ROAD. \ . . ' ' . ' , I-I I SCHEDULE) _
SEE SITE PLAN _ E III _ . _ . _ 404 WETLAND LIMIT AS DELINEATED BY LAND
18"CURB&GUTTER �r -
r -� SLQpF 5:1 S�-OP I I-I MANAGEMENT GROUP,INC. OF WIL MINGTON,NC.
C.JL-DE-SAC SECTION -III_ 1 �_I I ,'(MIN.) _ - -
NOT TO SCALE / I I - - - -I I - STORMWATER PROJECT BOUNDARY
t-.. \ , � I-III I 1I = I ---I--
-.. 1
• \• ` --II1-1Ii III-I11-
I \ � ` RNV RW / / /
�_ \► - So' S �/ \ WHERE SWALE CROSSES SIDEWALK,CULVERT TO BE USED UNDER SIDEWALK.
\_ N 5' f +-- 23.5'B B
1 89 90 y 4 \ TYPICAL SWALE DETAIL
5' f- 4 �- 1-1/2"I-2 ASPHALT 16"CURB&GUTTER 5 \
14 � OPEN \ STORMSWALE
� w: w.,:;.:..� ,:. ,...r _ SCHEDULE
CONCRETE SIDEWALK ;q:w:j.'y:"":"-"' 'i:«� ^' "¢>; . - CONCRETE SIDEWALK ' SPACf
91 100.0 TYP NOT TO SCALE
4"TYP. 1 I 1•.
\ 4^TY Lii
6"AGGREGATE BASE COURSE I I
i \ .-
COMPACTED SUBGRADET095%MOD.PROCTOR DENSITY 1 I DRAINAGE AREA SWALE# ELEV. AT TOP ELEV. AT BOTTOM LENGTH LONG. GRADE BOT. WIDTH
Ch
` ' 9 2 \ 18"CURB&GUTTER
-I i �. CT
SUB-DIV ROAD SECTION I I 1 PH 1-1 23.43 22.57 120 0.72% 5
l-
ook , RNV NOT TO SCALE \-\ �I / i I 2 PH 1-2 22.50 22.00 90 0.56% 5 �- (y
PH 3 1 I J
j I I j I 3 PH 1-3 24.40 23.90 50 1.00% 5 W GO
CURB CUT TO `�� RiW EL.22.00 ! Cl
SWALE �°� Lis,/
EL.27.550' 4PH1-421.0019,451401.11% 5
(SEE DETAILS) 94 5' 4 -- 23.5'B B EL•22.o6 I I •/i / 5 PH 1-5 20.15 19.45 210 0.33% 5 ICI pc)
5' 1-1/2"I-2 ASPHALT 5'
EL.27.9___ i 4 / 1 L 6 PH 1 6 24.44 23.98 100 0.46%
88 �� �• 18"CURB&GUTTER 5' 001 -` Ch
7PH 1-7 24.98 24.66 100 0.32% 51 /- 1/4":1'-0" TOP OF 1014 •O O �"�
4
CONCRETE ;.'`dxs:: Yf( 1 t,:Ma4' " JUNCTION BOXA20 ACR�� zz•oo 1 \
9 5 SIDEWALK -} \ 8 PH 1-8 23.00 22.79 100 0.21% 5 `� 1-t p
.•,,.,.•.., • 4.7: "r , ,� CONCRETE EL.22.37 H 2-2 -\.� _ TOP OF o CC3 P-I00
= SIDEWALK 9 PH 2-1 23.10 22.91 70 0.27/°
<"; 22.23 16 ACRE JUNCTIo I�ox,
Z C.) I •
87 ) 18"CURB&GUTTER \ 6"AGGREGATE BASE COURSE 4^TYP / 1 0 PH 2-2 22.23 22.00 120 0.21% 5
9 G COMPACTED SUBGRADE TO 95%MOD.PROCTOR DENSITY EL.22.37
r 20�ACRES �' 1 .. 6211 PH 3-1 27.90 27.5 115 0.35% 5 W N tn
rim I / / G3 I j _ o g
86 D SECTION 12 PH 3 2 27.90 27.5 130 0.31 /° 5 E. O
_ 60 / . 17 ACRES• 13 PH 3-3 24.90 24.7 100 0.20% 5 �•-� O
NOT TO SCALE 10"HDPE �. /�
97 ' I 5 9 I' INVERT ELEVATIONS BASED ON TOPOGRAPHIC INFORMATION OBTAINED FROM BRUNSWICK ►`'
85 1 (,, 3 .z1 I �4 I I COUNTY ORTHOPHOTO MAPS. ALL ELEVATIONS ARE TO BE FIELD VERIFIED. cU•
98 .�S ACRES . 17 ACRE O
t I I '--- ® O C�3
84 r
-- -EL.22.53 I
Q 1 1 \ EL. 19.45 ••rI EL.22.53 CURB CUT TO 5 1 N.11
/ ilrilkWre,_ p. (�1 99 / 1 (SWALE-EL.23.0 z3 ` M83 i , 1 (SEE DETAILS) � q� 1-Ch
-.1 ` ® 4' 10"STEE�/P T��_ PHI 4 /� I V 1 Ch�_-- ! 5 7 UouI;,Ps� CURB C ��1,��� ►
I iii
100 I I I \ ` R. \ jh�t�� 'I - Ar EL. 19.45 '
SEE DETAILS) ��••�---
i j � 56 66 \ \ � 71:e.,,eskt,i.s.;.)1111111
w W
`'i ` 404 WETLANDS LIMIT I �, 67 \ \ \\\ .
I 81
\ • I I 1 CS \ \\�\ EXISTING 60"CULVERTOPEN I i I \ .. ; ;
\ I 5 5 ::a;; ` \E I J , A ��`SEE DETAIL A -
I •::_:: PH 2-1 PERMIT FOR PROI'OSt.0 BRIDGE v I
1 SPACE : :; \ AND EXTENSION OF 60"CULVERT -
80 .. -
��'4 I I PHASE 2 (2a.121 2456 ;:C'� CURRENTLY •
UNDE't REVIEW. I
! `- - \--- -' 1
79
\ ` I #Iba I CURB CT TO • '
\ \ za:ae�`r SWALE \ \ LOW-DENSIT ' \ ,
\ 53
(SEE DETA�) STORMWATER I \� �` `�\ \ '
\ \ N` \ PRO.ECT BOUNDARY
L ,) ,\ \ ERTS=212 75 _42 ii
�tb75
�E CURB CUT TO > I 4 7 ' 4,,\ •
\ , f I EXISTING 80'EASEMENT
swALE ! 5 2 i I� \ \ 1 i r /----
I
(SEE DETAILS) -- - - \ 1 i,t 4.7 1 / 111 ' ` 1 \ I I I' I ��
i 7 7 / EL.24.9 l _
Fizzi2 00 LF SECTIONS �, / j' ` I\` \ \ I \� 7--)
--�
1+
\ L - .� " - ''., :;F 2.4"I L1 :FORCED- /�llJV1 RIS -21.5- \ , .I ,`' ' \ i� I ,
I
•\ ... ` CONCRETE PIPE. �I \ 7 I / 0 \ ` \ ' 1 _ '�... N.
1-- 4
�
R
7 6 EL.27.9 » 5 I --_-ram -_
I EL.27.5 / `I ®�7 2 1 \ \ \ I I ,I -
/ / 43 _ _
I / / / PH33 /){ � ` I _
l •
CURB CUT TO �-i
r/ }
/ ` (SEE DETAILS) i ......0./ BOUNDARY 0 24.44 \> _ ROCK_./ ?--
I \ \ / 4.1) ~
' 44 I SWALE#1 / CURB CUT TO CHECK DAM V \ \ / Z O
39 SWALE t3r2`� _ \ / /' Q,' �,/
L _r c SEE DETAILS) j \ ( r \ / 1-'-�
/ I 9
•
J`� Con)
1 WU i
•
ial 14 \ N
EL.22.50 I I - _ \�,-
i.^ ' \\� ELEV=23.0 EL.22.00 - - - - iV
U �, 525' ` .>_ _.�`� _ �. �i /I PH1-8 -PHASE3 EL.24.66 ON \� . Ai P___ ,37 SPACE 79 ► 1 _ . _ 1_ •
gaiimi Licir --_-*----------. t ••-•1
L CURB CUT TO kat:� E ELEV=23.8 E>"� a -_� ` PH 1 2>. 4� -�� �'='` _' \
\ �^ SWALE
48 M NTITI ES 15 / ' i _��� - - O p
3 b • (SEE DETAILS) AREA \ \ culi8 CUT To/ I �' �� -�_ �' "_�•. `---� - `•�
�'i'". ELEV-23.0 \ SWALE 7 / -_ - __ H
"° 0.50 AC.
(SE; DETAILS) `(
♦ PH 1 7 I I l •
I h--1
ii •
3 4 E>!® EL.24.9: BOUNDARY 1
,.....
1 ♦ / CURB CUT TO t t� / �, PHASE 1 N SWALE#2 �;;•!
., Iftit n l I\ SWALE :... 12 \33 (SEE DETAILS) 7;TOP OF PAVEMENT EL.24.44t . \GUTTER LINE \ \ INSET B
INVERT AT CURB CUT \\ 32 Juir CURB CUT TO - , CHECK ROCK J \ ENTRANCE ROAD
(SEE SWALE SCHEDULE) ;iiii� 30 SWALE I I \
PH 1-6 (SEE DETAILS) / ►� \
_ 4IIII, 8 \ I SCALE: 1" = 100'
TOP OF CURB TAPER CURB CUT TAPER \ �. V / 51111 \
EL.23.98 124. I I I I
A \ 9 Date: 14 MAR OS
\\ 29 25 7 I
// \ (za.a 1 Scale: 1"= 100'
///// -7 ���/��/��� ����1�//�//�1 \ / ,,>,9 \ I �- ,` Drawn By: EMN
E .43 10 1 I •/ \ Checked By: ACL/DBB
ALL CURB CUTS TO HAVE CONCRETE FLUME TO SWALE \ :!r I j 4- 10"STEEL \
SEE TYPICAL SWALE DETAIL FOR INVERT ELEVATIONS \ 28 n' \ ROCK - i I PIPES
` / 1►.110• 2 6 �, u , _::, CHECK DA^M I / .
CURB CUT D ETA I L STONE SHALL NOT NCDOT ♦ 44. 2 / \ 6 I ....�..• ..../ \
BLOCK OR IMPEDE \ ' PH 1-1 \ t. I EL.20.30 ...�NOT TO SCALE EROSION CONTROL
PIPE FLOW STONE \\, _ ! ® :.:I ` ' "��
D.=3",DMA=5" \ `` 2 i1 {' - �I• CURB CUT TO v / •
\
y,' �'. �,%1•%., N/ ` , `t \ / SWALE �.
:Y r � ` \ � �� � ‘� (SEE DETAILS) �••-�• \
_�,.-si0 1.US. -,„tij UNDERAY STONE WITH MIRAFI �' / - OPEN \ \
� �'� •r�••,Orf rail.. 600X FITER FABRIC OR \ \� MO I �1 N
�1�~ • ' 7• m..1'a EL.20.15 J
i7 • • '�/ EL.22.` \> > ' 'URBCUTTO \,t "'-"-� _.�' SPACE THIS PLAN IS NOT ISSUED FOR
z �•: .�� • Cam: APPROEDEQUAL \ SWALE '` ' �._....•� . R \ CONSTRUCTION WITHOUT
•
�'f ��•' /j�:.�� \ (SEE DETAILS) Al)
AFFIXED CORPORATE SEAL.
. i'�'K�}'��_{i.� 12��1►t•�*. • FIE FLARED END SECTION \, Eir .\ /��' � _ Aug2saoo• �•. FCR ENERGY DISSIPATION \i CURB CUT TOSWALE. \ y /C/\ 10"HDPE \ , allCURB CUT �� \\ (SEE DETAILS) \TOPOGRAPHIC INFORMATION OBTAINED `\�1�11uui�����FROM BRUNSWICK COUNTY ORTHOPHOTO MAP ♦ , 2 2 - PH 1-5 �'� DWQ ````��``• N C../��4%�,,'
3 6"PVC PIPE UNDER SIDEWALK \\ 1✓L. 19.45 3 /�� �l I'$C1J# '
EL.21.00 ' �OQ"• EESS/ �,
_ oy : 9
♦ �• �i1t�>I �" 4 = SEAL < -
� NO DISTUKBANCE OF 404 WETLANDS ALLOWED �, �, _STORMWATER OUTLET DETAIL WITHOUT OBTAINING A PERMIT FROM THE US CORPS ♦ `li 1 ' PH 1-4 €/ 8948 •
NOT TO SCALE •\ OF ENGINEERS AND THE NCDENR. �• 101 ID T: :r:p EL. 19.45 5 V:i ;
SEE DETAILS 1 �5. -•==-- lir SCALE: 1�'= 100' '�
.._. '' \ fi
r 11 I .I > ..�' ir'iinlnl �
I 0 50 100 200 300 ��
'`' FOR CONTINUATION OF ROAD, SEE INSET A C2-C
This drawing shall not be reproduced in
whole or in part without written permission
ECEC PROJECT NO. 0629
of East Coast Engineering Company,P.A.

T Revisions
2-22-07 REVISIONS
PER NCDENR
6-1-07 REVISIONS
PER NCDENR
8-23-07 ADDED
SWALE DRAINAGE
AREAS PER NCDENR
i
SWALE DRAINAGE
`.
STORMWATER FLOW
11 P 3
\ , \
89 90 i OPEN \
•\ I SPAC� �
9 1 \. b0 SUPERELEVATED I r
ROAD SECTION i
I IV \..\
i ,I `‘. SA
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SWALE DRAINAGE A-+ Z
8, 97 i 59 , 64 i! AREA gi 2-2 ^
98 r ,� J. 0 p o '1
8 1 ' 58 t 65 '�
99 1 , 1 00
Sbl.
1 ______ ! ' I 00 - I -':), .<
;2 I t \
i i' CROWNED I I 5 6 \\ w
4. ROAD SECTION 6 6 6 7
I `
;i I I 68 / let SWALE DRAINAGE
�- SWALE DRAINAGE I I 5 5 '
�•-. AREA p�{ 2 - 1;;0 'ACE 1�RE�- p ' - , 54 ‘ _
:ic---_iii i,
r g 4 I, ----\ -
\ \
6 \ \ 4 2 •
\ 7 \
•> > 52 .'� t ,\
77
., ii.
_� 1 5 // INVERT=-2I.5 4 - �� fi
U I LERT2
, 70= \\ ` 5 1
► MO \ SWALE DRAINAGE 2 ► or -,,. � ` M
AREA Pt-I �-� w -�
ill . i .. , 50 0 - 4.1
1..4
39 ► J _ e,.�, SWALE DRAINAGE CD
CROWNED C. g.
ROAD SECTION •\•
-� r `� s<
19 AREA pp ' 2, •�
I 44\
c) u
�` W
38 45 • /'�._._.� .—._ �, I8"RCP4 - I •
4i ►.- O p4 E-I
4....„,,.....„,
f6 p4
� I OPEN ��' ttpli,
' ( �
4N ..9 47 I SPA C E At,,^ .. ..
1
.•
+i?;; INVERT-23.8 ��-, •
P4
-' 41004 48 MENTITIES / 1 5 1' ' >>
/ ' W
W 9.
11.....1 p
•f I vERT=23.1
36 If AREA � / \ � 17 ��• � ,L,
SWALE DRAINAGE `� O.5o AC. '
( SWALE DRAINAGE
Ari4
3 -2. �� / �\ -.. 16 , AREA W
ARE �- ,, iI /8/3 . AEi ---------- - k CR: D X\\\,____— --- ____ Vi s
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il► 30 I
fitiv
P1V if./ /../ kk 8 \ SWALE DRAINAGE
I I AREA P'14 I.-S Date: 14 MAR 05
AREA P4-1 1-0 29it
SWALE DRAINAGE
2 J \, . ALL ROADWAYSINTHIS SUPEREAREA LEVATED Scale: 1"= 100'
/ , \ -111
( Drawn By: EMN
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SMr LE DRAINAGE i\, 24 t- .'` ��.� / , _ • \�
\� ELEV 20.30
AREA t Pk i-I \' \ � •� 4&. i OPEN �s
\, ��%� -` — SPACE THIS PLAN IS NOT ISSUED FOR
�'e9 %.: CONSTRUCTION WITHOUT
\, ELEV 0.15 ;C
�'\,�. \•� AFFIXED CORPORATE SEAL.
44,17 \ •
I SUPERELEVATED ��iii��
\� -ROAD SECTION .r,., `\```�l C A R i1.1''
SWALE DRAINAGE �. 22
k, �� ;.:,� ' �`� "' °4 '
AREAS 3 & i_4, /' E r:-�
�, L ' 4' 10"STEEL PIPES _ SEA L
�, ��, /�./ = 8948
i 5
xi FgrG l NE��'- -- - SCALE: 1"= 100' '%�q� •......••� '�
I 1 1 'it ' 0 50 100 200 300 ,
1 L _ -FOR CONTINUATION OF ROAD, SEE INSET A C2-D `.
This drawing shall not be reproduced in
whole or in part without wntten permission
of East Coast Engineering Company,P.A. ECEC PROJECT NO. 0629
-------

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SIDEWALK LOCATIONS. (SEE DETAIL)
N .
6" \GGREG ATr BASE COI TRSE
COMPACTED SUB(IR\DE TO 95"I,MOD.PROCTOR DENSITY -SIDEWAI k IS 10( ATED
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ROAD. SEE PLAN VIEW FOR
SIDEWALK LOCATIONS. V) rr
.I'SIDEWALK(TYP)-N, . \ ; (Tyr ) CONSTRUCTION STRIA,..E)I's 1N/>);\C,',.(_,.r0,.,1.:D\NCF.WITH1.,/\TF.SINC,'DO;ATS,P,..,F,CIFIC.ATIIIS,vp ) 1•1
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1 .•.,',:*;,•yl ' .
'SIDEWALK IS LOCATED
ONI X' ON ONE SIDE OE
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\ \ "--- ,;\ L ,' _,,- ' . .,, ROAD. SEE PLAN VIEW FOR N ROAD. SI.I: PLAN VIEW I OR
\\, ff(-.) .104 WFTLAND '\\\N SIDEWALK LOCATIONS. (SEE DETAIL) COMPACTED SUBGR A,ill' It)Q5"'0 Mt„)D.PR( ( IDR DENSIl Y SIDEAV AI K I ()CATIONS.
--...,,,,_
70'
CONSTRI 1CTION IN 1( CORD,,NA. E WITH LATEST NCDOT SPECIFICATIONS
0 :' e 0,3 f ) .41,
_ilk ____ .. DRAINAGE
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LINE r l'A CI'M I'NT • V ---___ e j 1 ' -44 NN <'
\ ,.--, ,--•----.---170.-/r_7 LANDS \;()T TO SCALE
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'6"AGGREGAI E BAST COURSE
20'DRA INA(rE „,....-
- / 4.11 c1G - • ROAD. SEE PLAN V111W FOR (SEE DETAI I.1 ONI Y ON ONE SIDE OF
,.\ _ity i AGE 'D COMP ACTED SIB( I ADE TO 05"i,MOD.PRO(TOR DENSITY
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,t, SIDEWALK LOCATIONS. ROAD. SEE PLAN VIEW FOR
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1 /-------
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DIATLOPMEN I 1 r I ACCESS EASEMEN1
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-,__
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SCALE: I" -200' / / / / / / .. -•- 7-/... • SEAL
/ '-*----, '''''-------,, / / ...(..-. \\;\ RECEIVED
/ / • / NOT TO SC ALE
0 100 200 400 600 / / :,-
/ / s\\, :? MAR 1 5 2005
,-, Sr.1.1%t4fG est/co i
BASE INFORMATION PROVIDED BY ARNOLD W. CARLSON, PLS. / / / ,
'-,„ „/ fik:,•-••11.1.........
WETLAND DELINEATION PERFORMED BY LAND MANAGEMENT GROUP, / / --'/,-
I__ BY:'- 1
, o
/
,,.,
INC. OF WILMINGTON, NC, AND SURVEYED BY ARNOLD W.CARLSON, PLS. / / , ,
// Cl
I
This drawint), shall not he reproduced in
whole or in port without Vk 11 t t e n perniiion ECEC PROJECT No. 062q
011 as) ('oast I'ngincerIng Company_ P. Y.

Revisions
\\ \ STORMWATER DATA TABLE LEGEND
�/ , STORMWATER PROJECT AREA 2,415,626 SF `i OR 55.50 AC Y" -4�- EXISTING CONTOUR OBTAINED FROM BRUNSWICK
•
\_'} I I \ COUNTY ORTHOPHOTO MAP.
PROPOSED IMPERVIOUS AREA (30%) 724,687 SF OR 16.64 ACr
�' �\ I I PROPOSED ROADWAYS 156,716 SF- OR 3.60 AC > STORMWATER FLOW DIRECTION ARROW.
\' �'
11
PROPOSED 51DEWALKS 26,398 SF �� OR 0.61 AC
� - .a•- �` AMENITY AREA 16,144 SF7 OR 0.37 AC y. < VEGETATED SWALE
\ ` \� LOTS 1-51 AT 5,979 SF BUA EACH 304,929 SF,/ OR 7.00 AC-
,
�� /� �;,I ` ( LOTS 52-100 AT 4,500 SF BUA EACH 220,500 SF OR,/ 5.06 AC,.,' _ - - 404 WETLAND LIMIT'AS DELINEATED BY LAND
\ N
/ MANAGEMENT GROUP, INC. OF WILMINGTON, NC.
� LOW DENSITY STORMWATER / I
I - _ -- - --- / - - - - STORMWATER PROJECT BOUNDARY
PRO.II:CT BOUNDARY--55.5 ACRES i•�\•
/'
1 •N \ N'''''\ /1... _
I I 89 \ \ \ I TOP OF PAVEMENT
j I 90 ) 1 ► Of EN \ `\ INVERTrATCURB CUT
E
IiN ( SF!A` E 1p� � (SEE USWALE L I SCHEDULE) ✓ STORM SWALE SCHEDULE
j i g 1 on.a Tvr - ' \ l'-0" 4'-0" 1'-0"
-
1 i N. Criles
��\ I ) ' TAPER CURB CUT TAPER SWALE # BOTTOM WIDTH LONGITUDINAL INVERT AT INVERT 100' FROM
�, i/ `\ 9 2 \ \ / / �, , - TOP OF CURB
/' GRADE CURB CUT CURB CUT F--� CT S
I ti , 1
II % I \ \ M 1 SW-1 2' 0.5%( 28.80 28.30 I'
I I`` I \ \. I % ` `)° I f SW-2 3' 0.5% 28.60 28.10 r T 1 CV
I \i CURB CUT T() �\ g 3 1 / I -\._J_ __/=\ - I f777///////�/////////// ////'/////M SW-3 1; 0.5% 28.30 27.80 F-�--�1 N 00 >C
I J / �( SW 4 3 0.5/° 27.60 27.10 F-+--1 4
j i SWALE#1 \ M
I i (SEE DETAILS) I� /
,�� r-� / ALL CURB CUTS TO HAVE CONCRETE FLUME TO SWALE SW-5 1' 0.5% 27.60 27.10 Z • �-+ w
I � 94
i.
\ •-...
_ \r -� , } SEE TYPICAL SWALE DETAIL FOR INVERT ELEVATIONS •
�, ii \ , -_ _ , SW-6 3' 0.5% 26.50 26.00 P--1 O O CT
i SW-7 3' 0.5% 23.50 23.00 n
I 88 = :.._95 \ / 4ii T___ I, CURB CUT DETAIL
\, NOT TO SCALE SW-8 2' 0.5% 23.50 23.00 f1, 00
(� SW-9 1' 0.5% 24.40 23.90 ZU t
i\ \ 87 ) i \
23.80 23.30 Z
96 i i / I / 062 1 404 WETI ANDS LIMIT' SW 1O 1; O.5oo
1( j SW 11 1 0.5/° 22.70 22.20 t N r--
I i ; 60 LI: N `� 3 SW-12 1' 05% 22.70 22.20 E--1 IO
` 86 j I / i /% \ I I \\ SW 13 1' 0.5% 23.65 23.15 O
{ 97 '! c I -'
i,/ I SW 14 1' 0.5/° 23.65 23.15 01
\\
I 85 i 59 �� I 64 I \` INVERT ELEVATIONS BASED ON TOPOGRAPHIC INFORMATION OBTAINED FROM BRUNSWICK O
98 1 \ ;.;_� j \t,\ COUNTY OFTHOPHOTO MAPS. ALL ELEVATIONS ARE TO BE FIELD VERIFIED. `' 6 O
l_
i I 84 v �l, / I \ --- .,
o -� a _
j 1 58 4I �,
I ( CURB C'UT TO 2 I i 5 \ . ALL SWALES REQUIRE TEMPORARY 00
\: gg / I SWALE#R / I I I / ` \ WATERS OF THE US TO BE FILLED. ,t LINING (SEE EXCELSIOR MATTING (n
Sl':1. DI T'Ans) �- ` PERMrr REQUIRED FROM l IlE US CORPS DETAIL . ESTABLISH VIGOROUS PULL SLOPES BACK TO Cr)
83 4
c\ I
/ ( 5'7 '___ ' \ OF ENGINEERS AND THE NCDENR- \ ) BLEND INTO EXISTING
P ! PERMANENT VEGETATIVE GROWTH
� �_ I : % j DIVISION OF WATER QUALITY PRIOR TO
,� � 1 QQ I 1 / / COMMENCING. PERMIT CIIRRFNTLY BrI�r/G .- ON SLOPE, BANKS AND CHANNEL \ TERRAIN,TYP.
8 2 \\ I /� ` PROCESSED BY CONSULTANT LANs \ (SEE"EROSION CONTROL NOTES \ r T 4
CU
L. I 56 46 ��I / MANAGI:MINT(GROUP,INC.OFwiLMIM,rc)N,NC AND SCHEDULE) TH INVERT ELEVATION w
\\ \
6
404 WETLANDS LIMIT `'• I + am / BOTTOM
(SEE STORM SWALE
/ 1 8 1 ' '.� i
8 \ ` - -I - S r SCHEDULE)
_I\1 , , , , ,-
_
I I OPEN 55 I �., st `Q -
. ` „'�•\ �', �-_54 :,-'�;. a g \ ` \ OpF y,S \ I 1 I ._I 1'(MIN.)
,,,4,
tit
\ 80 SPACE I I \ --------,,. . \
\ \ •
\ r
r.,N \ Il\\ 1
79 •
',' i �\ `/ ',:, \ ' � 5 3 ` J �.\ \ WHERE SWALE CROSSES SIDEWALK,CULVERT TO BE USED UNDER SIDEWALK.
78 40 4 I URB CUT T•O•\ �� INVERTS-21.2
�\ SWALEN3 ' ' I � � \ 74' v1TYPICAL S ALE DETAIL
WCURB CtIT TO r (SF1: DI?'r'A(IS} ' 5 2 1 A CURB CUT T` /
\ ` I SWALE#2 / ;): ( ,� • \ SW.111(fl9 %
1 NOT TO SCALE
j, \ 1 ISI{I{ DE TA 4 42 I I / s -s _ I, 73 \,'N (SEE DETAILS)
�I \1 1 77 � ��'� 1 1
�� + r \ 2-60 IT SECTIONS ./ ' 7 2
I /%� •\ OF 24"REINFORCED i INVERTS=21.5 o 1
I J �Jill \ CONCRETE PIPE. � / 5 I --'\_ ec r 7 1 70 ` ;
__- \ i ,
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i / 1 \\ _____ _____ -...., ,
\I \_\ _ _._--- ----- ‘ h,,,-- 43 \- . --..„._
Its -' \ `^ I '� \ \ SW.AtE#13
_ \ �� �-� CURRCUTTO `
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7 _
{�+� " 20 I \� - , ( EE DETAILS)
/ I W MJ
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l \ - - - -�-� 50 v I
I /!,- \ 44 ` cuRr3 cuT TO - \ ' ��►�I �\ �+�I
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( (1 \\\ j c I ' ii
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, 1, i 4 1 \ i ' \ \` / ('IiRRLNILY IiNDER REVIEW. ' ^\ \ ITi
o/ \ OPN / / -N ( (4_,... �l / �\ t -
\ 1 OW-DENSITY S.TORMWATER
I� 1' �,\ 4 1 •
\ \ �._.� -� ' �\ PROJt C T BOUNDARY ' �\ ~�
� \ CURB CUT TO 48 ' M ENTITI E5 \ 1 5 1 72 j
\. Q
�\ 3 6SWALE#5
(SEE DETAILS) AREA `�� �� I , _ ` tillr‘
' `
CURB CUT TO ( \ I EXISTING RO'EASEMENT
Ci.) !
\� l I SWALE#iO \\ /' '� \ I I ��
�\ \ N. \ :� - O.50 AG. 13 \ \ (SEE DETAILS)-------"'-----_ jillikkh,„ ( I I ► �\� ����
I
V �A���.,. 3 4 "`�`,.,,� '�'�-.. .------ _ \\N•vr� N i. '�\ ---- -:--1 ? il�� \_ _ i
r
% \ CURB CUT TO 1 -
�\ \ \ (SEE DETAILS)
��;�\�\ 33 -,� --- � -\ \ INSET A
\\ ------, -...,,,,,,,,--:
\ ' \ ENTRANCE ROAD IN 80' EASEMENT
\ \ \\\�\`'\\ 3 I i 11 {tit-.1( DIiTAII.S) / \ \
l
\\\ / / 8 SCALE: 1" = 100'
\?_,2\,\
_ \-\ \ ------„,..„..„ _ \� - / I Date- 14 MAR 05
I / NNS:\\N \ 7 ‘' h
v� --- �� \ IiScale: 1" l00'
�� _ I Drawn Rv- EMN
\. l / \ I III�� / \ I ' /� �� +• + _ Checked By: AC'I./DRR�� \ \ �` _ , 1 Id i \\\\ \ \ ��\\�\� 28 \ tri 1 /"--# \
y
�� �� ���' _ , / 2 �I `� L..., ,
\ \\ ____
--------- -_ / / /7 -- , 6 •.,,,h
., i 00°. \
i\ �\ �' 24 \,:- (.1.1.\ [�,4t-12 SWALE#II / ,� t
�� AAA A �� f J �� N {SL'L'DETAILS) �.._i \
\ / OPEN r
1111-:----;
n .��
\\\ �\�\\ \\\\\, �•., / t URB cu'r To � \`' _ SPACE
` ' 1i --'-"" -- -� y y THIS PLAN IS NOT ISSUED FOR
C SWALE#12
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\v \. cuRBCUTTo 4 �� f I r I MAR i to 20�J5 s 030507 =
i' f i �j SWALE#13 I 5 �_ / % t I '% : ` ~
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NO DISTURBANCE OF 404 WETLANDS ALLOWED /" �V j �" ��� e �R ► �� j BY"-- �' �ti`�e►l�l �Q:=
TOPOGRAPHIC'INFORMATION OBTAINED \ ( WITHOUT OBTAINING A PERMIT FROM THE US CORPS \ \ \\^�� ,\ ■ ittiak, .� , (\ I / I „_ �'9e�.� INE.N��,
J PROM BRUNSWICK COUNTY ORTITOPI IOTC)M.AP \ \� ' --, _\ i , , SCALE: I 100' yi//����'T�N M ���
OF ENGINEERS INI I{RS AND THI?NC'I)ENR• \ C� ,
E. \ \\ 1 0 50 100 200 300
-FOR CONTINUATION OF ROAD, SEE INSET A C2
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This drawing shall not he reproduced in
whole or in part without written permission ECEC PROJECT NO. 0629
of Fast Coast Engineering Company, P.A.