NCC242942_Site Plan or Location Map_20241002

ADJACENT OWNER TABULATION "A"to"B"Along Chapel Branch "A"to"B"Along Chapel Branch "A"to"B"Along Chapel Branch
Carolina Colours Bayberry Park Phase 3 SITE IMPROVEMENTS for # Distance Direction # Distance Direction # Distance Direction V
Plat Cabinet J,Slide 54-E e1 zsz9 ses 3z m w ers z9z3 mes sz s4 w Ba1 60 09 sao zs s3 w tY-) �'
Lot# Owner Name Address Deed Book&Page Parcel ID# Zoning ez 357„ me.55 4+w as] ss3, m70+s ss w s,z zas9 ssz v sr w1 Si
92 D.R.Horton 5041 Cinnamon Run 3693-0206 7-104-19-092 R-8 e3 25a1 msz ss ss n 32e n.49 ms oz 14 m B53 sssa Nso 33 s,w 1-^I
113 D.R.Horton 6014 Bayberry Park Drive 3693-0206 7-104-19-113 R-8 B4 2.9.99 szs 7a4 msa 47 s7 m B24 4363 s79 3s z4 w 00 o ry-)
114 D.R.Horton 6012 Bayberry Park Drive 3693-0206 7-104-19-114 R-8 es 1261 ma7 sa a1 w 330 149E ss 4s z3 w B55 4419 uaa 41 n w NJ U 10
115 D.R.Horton 6010 Bayberry Park Drive 3693-0206 7-104-19-115 R-8 Bs vs 831 3339 sx w B56 zs 20 szs 43 zs w
116 D.R.Horton 6008 BayberryPark Drive 3693-0206 7-104-19-116 R-8 B7 z 4 332 3 s 657 ] s ]m Q Ni
117 D.R.Horton 6006 Bayberry Park Drtve 369E-0206 7-104-19-117 R-8 CAROLINA COLOURSas s_ 833 z s e oe 9w a Nj
118 D.R.Horton 6004 Bayberry Park Drive 3693-0206 7-104-19-118 R-8 89 3 s7 es4 1 N, w B 9 69 H 7 w S N
119 D.R.Horton 6002 Bayberry Park Drive 3693-0206 7-104-19-119 R-8
120 D.R.Horton 6000 Bayberry Park Drive 3693-0206 7-104-19-120 R-8 e.s 26.33 ss,37 saw sv uz+ m4e 4s ss w B. sass u33 z1 4s w L -- k
121 D.R.Horton 2001 Alizarin Lane 3693-0206 7-104-19-121 R-8 en 3s.a mss ss 0z w 336 199E mxs�3+s B es1 szm sn n 4s w 0) 0I)
122 Georganna Smith 2003 Alizarin Lane 3792-2088 7-104-19-122 R-8 8,3 3z44 m3 s ss w e33 n�u s39 w 4s w ess zoo sse,e m w m z
312
46 337
Carolina Colours Verdant 8.4 z. 839 Bx w e64 B w I
Circeg BA YB ERR Y PA RK PHASE 4 e�s vs eat s.. e ass a s wz Zn283 Amelia CNpDe Court 1002 Ecru Circle 3722-1830 710418-003 e,7 3 ss sn 3s oa m e4z 1.97 se w zs w as7 sz.zs s1e s3 s w N
4 Overlook Holdings LLC. 1000 Ecru Circle 3183-0671 7-104-18-004 R-8 B.8 1076 sz3 s4 zs w 343 2i 19 mx,sa.,a w B68 484E ss as ea U
7 8 8 Bonnie J.8 Charles H.De Court 2005 Verdant Ridge 3722-1827 7-104-18-007 R-8 e.s zz 33 ssz ss 3z w 344 w sb e69 „s 87 szs s3 m w
9 Mark 8 Sandra Luiggi 3001 Verdant Ridge 3710-1994 7-104-18-009 R-8 szs 1 3 345 s 4 e7o s4 rrl O nl
10 Overlook HddngsLLC. 300E Verdant Ridge 3183-0671 7_104_18-010 R_6 "A PROPOSED CLUSTER DEVELOPMENT" B21 - 3 - as 3 ss B71 a s w ^ s `°
11 Timothy A.8 Ellen M.Nosal 3005 Verdant Ridge 3670-1886 7-104-18-011 R-8 Bzz z va N
Carolina Colours Verdant-Common Areas Bzx ',3 sb ,3 5°" e43 .� Bsb 33 zz w B73 xa.>z B75 33,8 w m Li)
Plat Cabinet 1,Slide 151-A 824 20.58 s4,ss 4s m .9 2s44 s3 zs sae 874 ssz4 s79 43 4s w (V
Owner.Carolina Colours Association,Inc. ers faz9 sse�z s3 w 850 25.64 sz3 v m w Br 13687 s47.,B z4 w •
Desription Address Deed Book&Page Parcel ID# Zoning 0 N
Common Areal N/A 3597.0291 7_104_18-0OA R_B
Common Area 2 N/A 3597-0291 7-104-18-00B R-8 ,./' a
NEW BERN - CRAVEN COUNT Y
4-...Sanitary Sewer Pump Station N/A 3706-0683 7-104-18-00C R-8 / 4....
GENERAL NOTES AND SITE DATA NORTH CAROLINA ,, c+ 711,1111110,�1. PROPERTY IS A PORTION OF THE TRACT BOUNDARY AS PROVIDED IN"CONVEYANCE MAP-A PORTION OF O --�
WEYERHAEUSER REAL ESTATE DEVELOPMENT COMPANY 2006.85ACRES"AS SURVEYED BY DAVID L.JONES, 4 Rp
PLS(L-3672),DATED AUGUST 8,2004,AND AS RECORDED IN PLAT CABINET H.SLIDES 1-A THROUGH 1-E IN TF��
THE CRAVEN COUNTY REGISTRY 'PS 1
2 DEED REFERENCE'DB 3183,PG fill. ,,4 9p qL ,'```����``
3. MAP REFERENCES'PG H.SL 1-A,PG H.SL 107-D,PC I.SL 151-A,PG J,SL 54-0WIE
iv
I )�
4. PARCEL ID#7-104-14008. CAROLINA VAN
5. PROPERTY ZONING IS R-B. al
MO 6 THIS SUBDIVISION IS IN A ZONE CONTROLLED BY ZONING REGULATIONS. I COLOJU�RS ♦�q�;``]. OVERALL PROJECT SITE IS NOT ADDRESSED.INDIVIDUAL LOT PROPOSED ADDRESSES AS ASSIGNED BY THE Plirr# ,A, .��) ttEEKSC CITY OF NEW BERN ARE AS SHOWN. GR SSING41 �•� ♦
8. MAIL KIOSK FOR LOTS 123 THROUGH 212 TO BE WITH THE EXISTING BAYBERRY PARK CHU'$.MAIL KIOSK �pOm mt
LOCATION FOR LOTS 213 THROUGH 2621S AS SHOWN. 1011111411111 111
Wi.
\ mm ,�`� ,, Z9. TOTALON JECT FORLOTS 21 E IN THROUGH 252I PARKPHASE 41S 1079]AC±. 1 Z,'-'m10. THE TOTAL WETLANDS ACREAGE IN BAYBERRY PARK PHASE4IS29.99AC±,THESE AREAS WILL NOT BE RALEIGH \ \"°�\` � ���VERDANT RIDGE N QIMPACTED AS A PART OF THIS WORK. \ 3Aq
11. WETLANDS AS SHOWN ARE FROM THAT MAP ENTITLED'WETLANDS DELINEATION SURVEY-A PORTION OF 1...^ 4,...,,) , o\����
CRAVEN 32"AS SURVEYED BY DAVID L.JONES.PLS(L-3672),AND DATED DECEMBER 22,2004. � ♦0 .`10
12. BLUE-LINE STREAMS AND ASSOCIATED RIPARIAN BUFFERS ARE AS SHOWN.THESE AREAS WILL NOT BE
IMPACTED AS PART OF THIS WORK
13. THE EXISTIAERIAL IMAGEISGENERALLY AEDARE FOR ILLUSTRATIVE
AND CONCEPED TUAL
YAP ES OND/A l ,.. ` ■ �
14.ANY AERIAL IMAGES PROVIDED ARE FOR ILLUSTRATIVE AND CONCEPTUAL PURPOSES ONLY AND MAY OR
4 i LI
•
MAY NOT ACCURATELY REFLECT CURRENT FIELD CONDITIONS.
III 4.4
15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF EXISTING BENCHMARK(S)PRIOR TO 1 �i
ANY CONSTRUCTION AND SHALL REPORT ANY DISCREPANCIES IMMEDIATELY TO THE ENGINEER. CHARLOTTE M
ifi. SURVEYOR HAS MADE RI INVESTIGATION OR INDEPENDENT SEARCH FOR EASEMENTS E RECORD .
ENCUMBRANCES,RESTRICTIVE COVENANTS,OWNERSHIPTITLEEVIDENCE,OR ANY OTHER FACTS THAT AN • i,�,r NEW BERN �) CO
ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOS11,46E
17 ALL COMMON AREAS AS SHOWN ARE TO BE DEDICATED TO THE PROPERTY OWNER'S ASSOCIATION. --W��r 6� COUNTY LINE RD
18. ELEVATIONS ARE BASED ON NAVD 88. �'--""„, ` ,1 ��
19. CONTOUR INTERVALS SHOWN ARE AT ONE FOOT i$R 1161) .
20.PROPOSED PROJECT IS LOW DENSITY WITH LESSTHAN 24.COVER.STORMWATER ATTENUATION BASINS TO g ro
BE INSTALLED AS NECESSARY FOR POST-DEVELOPED STORMWATER RUNOFF CONTROL AS REQUIRED BY y p �0�./ {/I
THE CITY OF NEW BERN. p
2 ��,�� MI
-
21.PORTIONS OF THIS PROJECT SCALE WITHIN ZONE"X"AND ZONE"AE"AS PER FLOOD INSURANCE RATE MAPS ' AIL
3720549600K AND 3720640600K,DATED JUNE 19,2020 AS ESTABLISHED BY FEMA.THIS REPORT IN NO WAY '
SUPERCEDES THE ABOVE MENTIONED FIRM. NORTH CAROLINA ' '
22.BASE FLOOD ELEVATION DOWNSTREAM OF THIS SITE VARIES BETWEEN 13.4&13.1 FEET,NAV 1988.ANY VICINITY SKETCH CS
BUILDING PAD LOCATIONS THAT FALL WITHING ZONE A ARE PLANNED TO BE GRADED UP AND A LETTER OF 1 n=2000'
MAP AMENDMENT(L.O.M.AT OBTAINED SUCH THAT BUILDABLE AREAS ARE NOT WITHIN THE 100-YR EROSION CONTROL GENERAL NOTES
FLOODPLAIN. 1. IN THE EVENT OF A CONFLICT BETWEEN THE REQUIREMENTS OF THE SEDIMENTATION POLLUTION CONTROL ACT THE SUBMITTED PLAN
23. THIS PROJECT IS NOT IN AN AREA OF ENVIRONMENTAL CONCERN. AND/OR THE CONTRACT SPECIFICATIONS,THE MORE RESTRICTIVE REQUIREMENT SHALL PREVAIL.
24. THIS SITE IS IN THE NEUSE RIVER BASIN 2. THE LAND-DISTURBING ACTIVITY SHALL BE CONDUCTED IN ACCORDANCE WITH THE APPROVED EROSION AND SEDIMENTATION CONTROL 1
25_RECEIVING STREAM FOR THIS PROJECT IS BRICE CREEK(2]-101-00{i))(C;So/NSW). PLAN 1�
26.DRAINAGE AND UTILITY EASEMENTS ARE AS FOLLOWS 3. THE LATEST APPROVED EROSION AND SEDIMENTATION CONTROL PLAN WILL BE USED DURING PERIODIC UNANNOUNCED INSPECTIONS TO i�l Q
A.10 FOOT EASEMENTS ALONG RIGHTS-OF-WAY DETERMINE COMPLIANCE AND A COPY OF THE PLAN MUST BE ON FILE AT THE JOB SITE.IF IT IS DETERMINED THAT THE IMPLEMENTED ,�
B.10 FOOT EASEMENTS CENTERED ALONG ALL SIDE LOT LINES. PLAN IS INADEQUATE,THE ENGINEER MAY REQUIRE THE INSTALLATION OF ADDITIONAL MEASURES AND/OR THAT THE PLAN BE REVISED TO
C.10 FOOT EASEMENTS ALONG ALL REAR LOT LINES. COMPLY WITH STATE LAW.
D.OTHER EASEMENTS AS SHOWN. 4. IN ORDER TO COMPLY WITH THE INTENT OF THE ACT,THE SCHEDULING OF THE LAND-DISTURBING ACTIVITIES IS TO BE SUCH THAT BOTH O
2, TYPICAL MINIMUM BUILDING SETBACKS ARE AS FOLLOWS: THE AREA OF EXPOSURE AND THE TIME BETWEEN THE LAND DISTURBANCE AND THE PROVIDING OF A GROUND COVER IS MINIMIZED40
FOR LOTS 123 THROUGH 213: 5. UNLESS A TEMPORARY MANUFACTURED.LINING MATERIAL HAS BEEN SPECIFIED,A CLEAN STRAW MULCH MUST BE APPLIED,AT A MINIMUM
A.25 FOOT FRONT SETBACKS(18 FOOT SIDE STREET SETBACKS). RATE OF 2 TONS/ACRE.TO ALL SEEDED AREAS.THE MULCH MUST COVER AT LEAST 75T,OF THE SEEDED AREA AFTER IT IS EITHER a
B.8 FOOT SIDE SETBACKS. TACKED,WITH AN ACCEPTABLE TACKING MATERIAL,OR CRIMPED IN PLACE.
C.25 FOOT REAR SETBACKS. 6 NEW OR AFFECTED CUT OR FILLED SLOPES MUST BEAT AN ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER,AND MUST BE
D.OTHER SETBACKS AS SHOWN/NOTED. PROVIDED WITH A GROUND COVER SUFFICIENT TO RESTRAIN EROSION WITHIN A MAXIMUM OF 7 CALENDAR DAYS OF COMPLETION OF ANY CONSTRUCTION SEQUENCE
FOR LOTS 214 THROUGH 262: PHASE(ROUGH OR FINAL)OF GRADING(ANNUAL RYE GRASS IS NOT IN THE APPROVED SEEDING SPECIFICATIONS NOR IS IT AN THE PROJECT CONSISTS OF CONTRUCTION OF SINGLE-FAMILY RESIDENTIAL SUBDIVISION.
A.20 FOOT FRONT SETBACKS(15'SIDE STREET SETBACKS) GENERAL CONTRACTOR REQUIREMENTS
B.5 FOOT SIDE SETBACKS. ACCEPTABLE SUBSTITUTE FOR THE PROVIDING OF A TEMPORARY GROUND COVER).
7. PROTECT ANY STORM PIPE INLETS FROM SEDIMENT RUNOFF FROM LAND DISTURBING ACTIVITIES WITH SILT FENCE,STONE CHECK DAM OR i. THE CONTRACTOR SHALL MAINTAIN ACOMPLETE SET OFAPPROVED DRAWINGS OF THE WORK SITE AT ALL TIMES THAT THE I. OBTAIN SEDIMENTATION AND EROSION CONTROL PERMITS.
C.15 FOOT REAR SETBACKS. ABC FILTER AS APPROPRIATE FOR SITE CONDITIONS. CONTRACTOR IS PERFORMING WORK. 2 OBTAIN BURN PERMITSSIONI(BY CONTRACTOR,IF REDS.) _
D.OTHER SETBACKS AS SHOWN/NOTED. 8. PROVIDE SEEDING IN ACCORDANCE WITH THE SEEDING SCHEDULE. 2. THE CONTRACTOR SHALL VERIFY THAT ALL NECESSARY PERMITS FOR CONSTRUCTION HAVE BEEN OBTAINED PRIOR TO THE 3. INSTALL PERMIT SIGNING,JOB BOX,AND RAIN GAUGE AT THE PROJECT ENTRANCE.
28.ALL ROADWAY WIDTHS TO BE 6GES'C RIGHT OF WAYS&31'BA CK OF CURB TO BACK OF CURB,UNLESS 9, SILT FENCE LOCATIONS ARE SHOWN BASED ON PROPOSED GRADING AND EXISTING TOPOGRAPHY CONDITIONS.CONTRACTOR TO ADJUST START OF CONSTRUCTION. 4. SCHEDULE APRE-CONONSTRION CONFERENCE
OTHERWISE NOTED. SILT FENCE LOCATION IN FIELD AS REQUIRED TO PREVENT SEDIMENT FROM LEAVING PROPOSED BUILDING LOTS 3. WITHIN ALL NOTES PROVIDED IN THE PLANS,THE TERM'CONTRACTOR'SHALL MEAN THE GENERAL CONTRACTOR AND ANY 5. INSTALL TEMPORARY CONSTRUCTION ENTRANCE AT THE ACCESS POINTS TO BE USED(MAINTAIN DAILY).THEQC Z.
29.ALL PROPOSED SIDEWALKS TO BE 5'CONCRETE WALKS.UNLESS OTHERWISE NOTED. 10. CONSTRUCTION ENTRANCES SHALL BE FIELD LOCATED APPROXIMATELY AS SHOWN ON THE PLAN WITH MINOR FIELD ADJUSTMENTS AS SUBCONTRACTOR VENDOR.OR SUPPLIER PERFORMING CONSTRUCTION ON THE SITE CONTRACTOR AND ALL SUBCONTRACTORS SHALL ACCESS THE SITE VIA CONSTRUCTION ENTRANCES AS
30.TUC RAMPS AT ALL INTERSECTIONS WHERE CONCRETE SIDEWALKS ARE PLANNED. 4 THE CONTRACTOR SHALL VERIFY EXISTING FIELD CONDITIONS AND REPORT ANY DISCREPANCIES OR CONFLICTS TO THE
NECESSARY REFER TO DETAILS FOR FOR TEMPORARY CONSTRUCTION ENTRANCE INSTALLATION AND MAINTENANCE DETAILS. A. SHOWN ON THE PLAN AND INSTALLED AS PER THE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE DETAIL.
Al.PLOT PLANS FOR ANY GIVEN LOT ARE REQUIRED BY THE CITY OF NEW BERN. CONSTRUCTION ENTRANCES ARE TO BE MAINTAINED DAILY. ENGINEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL TAKE NECESSARY ACTION TO ENSURE THAT THE TRACKING OF MUD AND DEBRIS O
32. THE TOTAL NUMBER OF LOTS 15140. 5. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES ON THE DRAWINGS OR IN THE FIELD, ONTO ADJACENT PAVED ROADWAYS IS MINIMIZED, SHALL DAILY REMOVE MUD AND SEDIMENTS FROM
33. THE AVERAGE LOT SIZE IS I]393 SF 11. CONCRETE WASHOUTS SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH EROSION CONTROL NOTES AND DETAILS;FIELD 1 ' 1 ^`
LOCATE IN ACCESSIBLE LOCATION COORDINATED WITH APPROVING AUTHORITY AWAY FROM STORM DRAINAGE INLETS AND SURFACE EITHER PRIOR TO BEGINNING WORK OR DURING CONSTRUCTION IN THE FIELD. IOFFSITENSTALL PAVEMENTS. W V/
34. THE MINIMUM LOT SIZE 1560�50SE WATERS. 6. THE CONTRACTOR IS DIRECTED TO CONTACT THE UTILITY LOCATION SERVICE AT LEAST 72 HOURS PRIOR TO BEGINNING 6. INSTALL TEMPORARY SILT FENCE AROUND THE PROJECT BOUNDARY AS SHOWN ON THE PLANS.INITIALLY
35. THE TOTAL LENGTH OF STREETS IS 63�87LF±, 12. DISTURBED AREA TOTAL IS ROUNDED UP TO 40 ACRES. CONSTRUCTION. PERFORM ONLY THAT CLEARING NECESSARY TO INSTALL PERIMETER EROSION CONTROL MEASURES AS ^`
36.SITE TABULATION: ]. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING ALL UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO SHOWN ON THE PLANS. W
LOTS....................................................55.90 ACRES CONSTRUCTION AND IS RESPONSIBLE FOR ANY DAMAGE TO THEM DURING CONSTRUCTION. 7. INSTALL TEMPORARY SILT FENCE OUTLETS.
COMMON AREA/OPEN SPACE........23.15ACRE5 DEMOLITION NOTES 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING INFRASTRUCTURE WITHIN THE PROJECT SITE OR 8. INSTALL INLETPROTECTION,IF NECESSARY.
PUBLIC RIGHTS OF WAY................. 9.34 ACRES ALONG ADJOINING PROPERTIES.INCLUDING BUT NOT LIMITED TO PAVEMENT,CURB,UTILISES,SIDEWALK,LANDSCAPING. 9. INSTALL SEDIMENT BASINS AS SHOWN IN THE PLANS DOWNSTREAM OF DRAINAGE SWALES. COPYRIGHT 02024 BY THOMAS ENGINEERING,P.A.
FUTURE DEVELOPMENT/RES..........19.58 ACRES 1. CONTRACTOR SHALL CONTACT NORTH CAROLINA ONE-CALL CENTER(NC 811)BY DIALING 811 OR 1-800-632-4949 AT LEAST 72 HOURS IN DRAINAGE PIPES,ETC.THE CONTRACTOR SHALL REPAIR AND/OR REPLACE AS REQUIRED ALL DAMAGED ITEMS IMMEDIATELY, 10. COMPLETE CLEARING AND GRADING OPERATIONS,TEMPORARY SEEDING BEHIND CLEARED SECTIONS WHEN
TOTAL.................................................107.97 ACRES ADVANCE OF ANY LAND DISTURBING ACTIVITY OR DIGGING AND HAVE ALL UNDERGROUND UTILITIES LOCATED PRIOR TO EXCAVATING OR IF NECESSARY OR PRIOR TO THE END OF THE PROJECT AT NO COST TO THE OWNER.REPAIRS SHALL BE IN ACCORDANCEALL RIGHTS RESERVED.THESE DRAWINGS ARE 13
ARE TOTRENCHING. SUCH A MANNER
SCHEDULE.MIME. SO WORK BE OF DRAINGE SHAPED,NNES OTHERWISEGETO DRAINEDXI IN
38..ALL COMMON AREAS
OPEN SPACES HALL BE MAINTAINED
BY
DEVELOPER
NOTED. WITH PRIOR
STATE
REQUIREMENTS AND SHALL BRING THE DAMAGED ITEM JOAGONDITION SUBSTANTIALLY EQUAL TO VEGETATION,
AND TOMINITOPROILEROS UT SILTATIONEHELIOF DRAINAGE CHANNELS,DAMAGE TO EXISTING INSTRUMENTS OF SERVICETHOMASF ENGINEERING,REMAIN V
38.DEEDED AREAS&OPEN SPACES SHALL BE MAINTAINED BV THE DEVELOPER UNTIL SUCH TIME AS THEY ARE 2. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL LOCAL AND STATE PERMITS REQUIRED FOR DEMOLITION WORK. ITS PRIOR STATE. S
DEEDED TO THE PROPERTY OWNERS ASSOCIATION. 3. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER AND/OR ENGINEER FOR ANY AND ALL INJURIES AND/OR DAMAGES TO LEVETH SURFACE
ESLIGHTO PROPERTY VEGETATE
IMMEDIATELY
DIRT THEPR THIS DOCUMENTTY ORANPART P.A.
9. THE CONTRACTORWITH W SHALLATER,
EWER DRAINAGE,THE ENGINEER PRIORTI MAKING FIELOEDJUSTMENTS IN THE EVENT OF 11. LEAVE THE SURFACESLISCOPLETE.ROUGHENED AND VEGETATE ANOMULCHIMMEOIATELYAFTER EACH PHASE
39.PROPOSED EASEMENTS OUTSIDE OF THE PUBLIC RIGHT OF WAY SHALL BE MAINTAINED BY THE COMMUNITY PERSONNEL.EQUIPMENT AND/OR EXISTING FACILITIES IN THE DEMOLITION AND CONSTRUCTION DESCRIBED IN THE PLANS AND CONFLICTS WITH WATER,SEWER.DRAINAGE OR UTILITY LINES EXISTING OR PROPOSED. NEITHER THIS NOR ANY PART OF THIS 7 .52
PROPERTY OWNER'S ASSOCIATION. SPECIFICATIONS. FAIL CLEARING THE CONTRACTOR
TO PE BE z
A EXISTING CONDITIONS AS DEPICTED ON THESE PLANS ARE GENERAL AND ILLUSTRATIVE IN NATURE AND DO NOT INCLUDE MECHANICAL f0. THE CONTRACTOR SHALL IT RESPONSIBLEFORNEREMOVAL AND DISPOSAL OF ALL TRASH.CONSTRUCTION DEBRIS,AND 12. RESULT
EN THE CONSTRUCTIONTRCT TOPROPES BEINGIN HALTED UNTIL
MAINTAIN NTILSCHTIMION THE MEASURES DEVICES SHALL DOCUMENT MAY ANY FORM
REPRODUCED/CEDOR
40.UNTIL SO HTIM AS MAINTENANCE
NAN OF RESPONSIBILITIES
RIGHTS A C PTOBEMAIE CITY BY THE DEVELOPERORGANIC MATERIAL OFF-SITE AND INALEGAL MANNER.
UNTIL SUCH TIME h9A1NTENANCE RESPONSIBILITIES ARE ACCEPTED BY THE CITY OF NEW BERN. ELECTRICAL AND MISCELLANEOUS STRUCTURES.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO EXAMINE THE SITE AND BE FAMILIAR CONSTRUCTED
UTED ACTIVITIES HALTED UNTIL SUCH TIME AS THE ARE TRANSMITTED IN ANY FORM OR BY ANY MEANS, •
CONSTRUCTED AS APPROVED.
41.PROPOSED WATER SERVICE OWNER IS THE CITY OF NEW BERN. WITH EXISTING CONDITIONS PRIOR TO BIDDING ON THE DEMOLITION WORK FOR THIS PROJECT IF CONDITIONS ENCOUNTERED DURING ELECTRONIC OR MECHANICAL INCLUDING BUT NOT
42 PROPOSED SEWER SERVICE OWNER IS THE CITY OF NEW BERN. EXAMINATION ARE SIGNIFICANTLY DIFFERENT THAN THOSE SHOWN.THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY EROSION CONTROL PROVISIONS 13. ANY FILL MATERIAL NECESSARY TO COMPLETE PROJECT GRADING WHICH IS NOT ABLE TO BE GENERATED LIMITED TO PHOTOCOPYING MICROFILMING AND
.REFUSE SERVICE TO BE PROVIDED BY THE CITY OF NEW BERN(INDIVIDUAL CONTAINERS). 5. ALL DEMOLITION WASTE AND DEBRIS SHALL BE REMOVED BY THE CONTRACTOR AND DISPOSED OF IN STATE APPROVED WASTE SITE AND i. NO PERSON MAY INITIATE A LAND DISTURBING ACTIVITY BEFORE NOTIFYING THE NC DEPARTMENT OF ENVIRONMENTAL, VI
FROM THE SITE SHALL BE OBTAINED FROM AN APPROPRIATELY PERMITTED BORROW FACILITY.
44.PROPOSED WATER AND SEWER SERVICE LOCATIONS ARE AS SHOWN. IN ACCORDANCE WITH ALL LOCAL AND STATE CODES AND PERMIT REQUIREMENTS. MINERAL,AND LAND RESOURCES AND THE ENGINEER OF THE DATE THAT THE LAND DISTURBING ACTIVITY WILL BEGIN. 14. ANY EXCESS MATERIAL HAULED OFF-SITE WHICH IS UNABLE TO BE USED IN SITE GRADING SHALL BE RECORDING,OR BY ANY INFORMATION STORAGE '�
SA
EXPORTED TO AN APPROPRIATELY PERMITTED BORROW FACILITY. `
AS ELECTRICAL TO BE DESIGNED AND PROVIDED BY THE CITY OF NEW BERN. 6. THE BURNING OF CLEARED MATERIAL AND DEBRIS SHALL NOT BE ALLOWED UNLESS CONTRACTOR GETS WRITTEN AUTHORIZATION FROM 2. LAND DISTURBING ACTIVITY BEYOND THAT REQUIRED TO INSTALL APPROPRIATE EROSION CONTROL MAY NOT PROCEED AND RETRIEVAL SYSTEM,WITHOUT PERMISSION IN r
46.ALL PROPOSED ELECTRICAL CABLE TELEPHONE AND OTHER COMMUNICATION WIRING SHALL BE INSTALLED THE LOCAL AUTHORITIES.ALL BURN PERMITS SHALL THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN. UNTIL EROSION CONTROL MEASURES ARE INSPECTED AND APPROVED BY THE ENGINEER WRITING FROM THOMAS ENGINEERING,P.A.
UNDERGROUND. 7. NO OPEN BURNING OF CLEARED DEBRIS SHALL OCCUR WITHIN 500 FEET OF AN OCCUPIED RESIDENCE. 3. SCHEDULING OFA PRE-CONSTRUCTION CONFERENCE WITH THE ENGINEER AND EROSION CONTROL INSPECTOR IS REQUIRED MAINTENANCE SEQUENCE ^�♦`�
4,DESIGN OF ELECTRICAL,CABLE,TELEPHONE,GAS,ETC.UTILITIES SHALL BE BY OTHERS.ALL UTILITIES TO BE 8. ASBESTOS OR HAZARDOUS MATERIALS,IF FOUND ON SITE,SHALL BE REMOVED REENC LICENSED HAZARDOUS MATERIALS CONTRACTOR. PRIOR TO INITIATING LAND DISTURBING ACTIVITIES.72 HOUR NOTICE IS REQUIRED. 1. THE FIELD CONTACT FOR THE MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL DEVICES SHALL Q W
LOCATED UNDERGROUND. CONTRACTOR SHALL NOTIFY OWNER IMMEDIATELY IF HAZARDOUS MATERIALS ARE ENCOUNTERED. 4. SEED OR OTHERWISE PROVIDE GROUND COVER DEVICES OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION FOR ALL BE THE CONTRACTOR'S SUPERINTENDENT
48.PROPOSED STORM DRAINAGE SHALL BE REINFORCED CONCRETE PIPES UNDER ALL ROADWAYS AND CITY OF 9. CONTRACTOR SHALL PROTECT ALL CORNER PINS.MONUMENTS,PROPERTY CORNERS,AND BENCHMARKS DURING DEMOLITION ACTIVITIES IF EXPOSED SLOPES WITHIN]DAYS OF COMPLETION OF ANY PHASE DEGRADING ON PERIMETER AREAS AND SLOPES 2. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION
RESET BY A LICENSED SURVEYOR AT NO ADDITIONAL COST TO THE OWNER. STEEPER THAN 3:I.ALL OTHER AREAS SHALL BE STABILIZED WITHIN 14 DAYS. IMN.
49.ALL REQUIRED IMPROVEMENTS SHALL CONFORM TO THE CITY OF NEW BERN DESIGN MANUAL. 10. CONTRACTOR SHALL ADHERE TO ALL LOCAL.STATE.FEDERAL,AND OSHA REGULATIONS WHEN OPERATING DEMOLITION EQUIPMENT AROUND 5. CONTRACTOR SHALL INSPECT AND MAINTAIN AS NEEDED ALL EROSION CONTROL DEVICES ON A WEEKLY BASIS AND AFTER FOLLOWING EVERY RUNOF PRODUCING RAINFALL EVENT BUTIN NO CASE LESS THAN ONCE EVERY
50.STATE SEDIMENTATION AND EROSION CONTROL PERMIT IS REQUIRED AND ARE TO BE APPLIED FOR WHEN UTILITIES. EACH MAJOR STORM EVENT.FAILURE TO KEEP ALL EROSION CONTROL DEVICES IN PROPER WORKING ORDER MAY RESULT WEEK ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
THE GENERAL PLAN IS APPROVED BY THE CITY OF NEW BERN. 11. CONTRACTOR SHALL PROVIDE AND MAINTAIN TRAFFIC CONTROL MEASURES IN ACCORDANCE WITH THE NCDOT STANDARDS,AND AS IN A STOP WORK ORDER OR CIVIL PENALTIES UP TO S5000.00 PER DAY OF VIOLATION. 3. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT PENCE WHEN IT BECOMES ABOUT UINCHES ■Q■1
51.STATE AND CITY OF NEW BERN STORM WA TER PERMITS ARE REQUIRED. REQUIRED BY LOCAL AGENCIES WHEN WORKING IN AND/OR ALONG STREETS,ROADS HIGHWAYS ETC IT SHALL BE THE CONTRACTORS 6. THE ENGINEER RESERVES THE RIGHT TO REQUIRE ADDITIONAL EROSION CONTROL MEASURES SHOULD THE PLAN OR ITS DEEP AT THE FENCE.THE SEDIMENT FENCE WILL HE REPAIRED AS NECESSARY TO MAINTAINABARRIER. \/
52.PUBLIC WATER SUPPLY(PWS)PERMIT IS REQUIRED. RESPONSIBILITY TO OBTAIN APPROVAL AND COORDINATE WITH THE LOCAL AND/OR STATE AGENCIES REGARDING THE NEED,EXTENT,AND IMPLEMENTATION PROVE TO BE INADEQUATE. 4. THE CONTRACTOR SHALL MAINTAIN INSPECTION AND MONITORING RECORDS BY COMPLETING NC DEMLR ` O14)
7 53.SEWER EXTENSION PERMIT IS REQUIRED. LIMITATIONS ASSOCIATED WITH INSTALLING AND MAINTAINING TRAFFIC CONTROL MEASURES. ACCEPTANCE AND APPROVAL OF THIS PLAN IS CONDITIONED UPON YOUR COMPLIANCE WITH FEDERAL AND STATE WATER SELF-INSPECTION MONITORING FORMS WEEKLY AND/OR AFTER RAIN EVENTS. �\ /
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54.STREET SIGNS ARE TO BE ADDED TO THE STREETS UPON SITE WORK COMPLETION. 12. CONTRACTOR SHALL PROTECT AT ALL TIMES ADJACENT STRUCTURES AND ITEMS FROM DAMAGE DUE TO DEMOLITION OR CONSTRUCTION QUALITY LAWS.REGULATION AND RULES.IN ADDITION LOCAL CITY AND COUNTY ORDINANCES OR RULES MAY ALSO APPLY 5. REFER TO INDIVIDUAL EROSION CONTROL DEVICE DETAILS FOR SPECIFIC DEVICE INSPECTION AND _
55. TREES ALONG STREETS SHALL COMPLY WITH SECTION 15-382(33'ON CENTER,MAX)OF THE CITY OF NEW ACTIVITIES. TO THIS LAND DISTURBING ACTIVITY. MAINTENANCE REQUIREMENTS. Know what's below.
BERN LAND USE ORDINANCE.SUGGESTED TREE TYPE'PIN OAK,SAWTOOTH OAK,WHITE OAK,&SHUMARD 13. CONTRACTOR SHALL REMOVE EXISTING VEGETATION AND IMPROVEMENTS WITHIN LIMITS OF DISTURBANCE UNLESS NOTED OTHERWISE. 8. PLEASE BE ADVISED OF THE RULES TO PROTECT AND MAINTAIN EXISTING BUFFERS ALONG WATERCOURSES IN THE NEUSE 6.. PRIOR TO CONTRACTOR LEAVING SITE,ENTIRE SITE SHALL BE SEEDED AND INSPECTED.ANY DEFICIENT
`OAK MIX 10. TREES OUTSIDE OF CONSTRUCTION LIMITS OR TREES NOT INDICATED TO BE REMOVED SHALL BE PROTECTED. AND TAR RIVER BASINS THESE RULES ARE ENFORCED BY THE DIVISION OF WATER RESOURCES AREAS STABILIZED ACCORDINGLY Call before you dig. 1
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LEGEND SCHEDULE OF DRAWINGS T PROJECT REVISIONS T ,T COVER& VICINITY u
SHEET NAME NO. DESCRIPTION BY DATE FINAL DRAWiNGS 1
- Property Boundaries - - Proposed 2",6",and 8"Water Lines Proposed Curb&Gutter(Catch)
1 COVER&VICINITY 1 FULL PERMIT DRAWINGS JGT 06.11.24 OWNER/DEVELOPER Released for permits only, CAROLINA COLOURS 111
- Lot Lines&Corner Nodes N Proposed Water Valve&Box Proposed Curb&Gutter(Transition&Spill) 2 SITE INDEX OVERLOOK HOLDINGS,LLC
p 0 p p 3A-38 EXISTING SITE PLANS 503 W THURMAN ROAD not released f01'C011sh'LICtl011. BAYBERRY PARK
--- Centerlines Proposed Reducer Proposed Storm Pipe Location 4A-4B PROPOSED SITE PLANS
NEW BERN,NORTH CAROLINA 28562 \iII t IIIII,
Setback Lines •►H Proposed End of Line Blowoff l•ce Proposed Catch Basin or Area Drain 5A-5B WATER&SEWER PLANS OFFICE 252.636.3700 }3\`911rrrr/r, \ PHASE 4
-- 4y,s. yGINN,o, �•4R CAROif
-- 6,4-68 GRADING,DRAINAGE,8 EC PLANS 1C:11
-,+ - 404 Wetlands ►� Proposed Fire Hydrant Assembly f--J Proposed Attenuation Basin 7-14 ROADWAY&SEWER PROFILES CONSULTING ENGINEER/SURVEYOR 4tFGKq'%pG'`': :,Z�.,„ +1Ssr0%v y+%, "A PROPOSED CLUSTER DEVELOPMENT"
15 ROADWAY&GRADING DETAILS C., ?�¢',o 0 `,,o t,,.
Edge Stream MHW Line Proposed Water Service --- Proposed Ditch or Swale THOMAS ENGINEERING,P.A. _ ' SEAL .'a 2 ' EAL .11//.' NEW BERN-GRAVEN COUNTY-NORTH CAROLINA
16 STORMWATER&DRAINAGE DETAILS t€
17 WATER SYSTEM DETAILS P.O.BOX 1309-1316-8 COMMERCE DRIVE - �y C-438 ¢'�' = - 101 7
-Ra- Blue-Line Stream Riparian Buffers $ Proposed Sewer Manhole laarnel Proposed Lot Addresses NEW BERN,NORTH CAROLINA 2856E io K O
18 SEWER SYSTEM DETAILS SCALE 1,2000' DATE 03.29.24
O OFFICE:252.637.2727 FAX [phone] y'� `,'� 9:~
-r Flood Hazard Lines(100-yr) -ss Proposed Gravity Sanitary Sewer Main ® Proposed Wheelchair Ramp 19 EROSION CONTROL DETAILS ,CARS„ ',O '''5;17 ,sQ.}.
20 SEEDING&NCG01 DETAILS o#a *,9 854 ss , G- 'O }}}
'- Existing Ground Topography Proposed Sewer Service ---- Proposed Approximate Cleared Woodsline 21 ATTENUATION BASIN DETAILS 1 1 1nm ` ''1 Iq,",0p AL,PROJECT#:2024-006 SHEET 01 of 211