NCC220668_MODIFICATION Supporting Documents_20220815

STANDARD CONSTRUCTION NOTES
SPECIAL ENGINEER NOTES
THIS PLAN MUST BE APPROVED BY THE CITY OF WILSON PRIOR TO CONSTRUCTION OF ANY STREET, WATER AND/OR SANITARY SEWER, STORM DRAINAGE OR OTHER SITE
CONTRACTOR RESPONSIBLE FOR COMPLYING WITH ALL
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IMPROVEMENTS
ON THIS PLAN.
REQUIREMENTS/CONDITIONS OF ALL ENCROACHMENTS &
1.
ALL IMPROVEMENTS SHALL CONFORM TO THE ZONING ORDINANCE AND SUBDIVISION ORDINANCE OF THE CITY OF WILSON CITY CODE, AND THE MANUAL OF
PERMITS INCLUDING PROVIDING BONDS/INSURANCE IF REQUIRED.
SPECIFICATIONS, STANDARDS AND DESIGN, LATEST REVISION.
2. BENCHMARKS: PROJECT PLANS AND BENCHMARKS WILL BE BASED ON NORTH CAROLINA GRID NAD 83 HORIZONTAL DATUM TO THE ACCURACY SPECIFIED IN 21
CONTRACTOR IS RESPONSIBLE FOR COORDINATING REQUIRED
NCAC 56.1603 CLASSIFICATION OF BOUNDARY SURVEYS, PARAGRAPH (1) LOCAL CONTROL NETWORK SURVEYS (CLASS AA) AND 21 NCAC 56.1605 CLASSIFICATION OF
INSPECTIONS BY CITY OF WILSON.
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VERTICAL CONTROL SURVEYS PARAGRAPH (1) URBAN AND SUBURBAN VERTICAL CONTROL SURVEYS (CLASS A). WHERE THE CORNERS ARE TIED USING GPS
SURVEYING METHODS, THE PROCEDURES USED SHALL CONFORM TO 21 NCAC 56.1607 GLOBAL POSITIONING SYSTEM SURVEYS. THE POSITIONS OF BOTH THE
SITE
REFERENCED CORNERS AND THE MONUMENTS USED SHALL BE SHOWN IN X (EASTING) AND Y (NORTHING) AND Z (ELEVATION).
UTILITIES SHOWN ON PLANS ARE LOCATED APPROXIMATELY.
3.
DISTURBED AREA:
SHALL BE RESPONSIBLE FOR VERIFYING THE
35.742445CONTRACTOR
7.971301
_ SEAL I�,O
A. DISTURBED AREA IS IN EXCESS OF 1-ACRE AND FORMAL SEDIMENTATION & EROSION CONTROL PLAN APPROVAL WAS REQUIRED AS A CONDITION OF
LOCATION OF ALL EXISTING UTILITIES AND SERVICES WHETHER
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CONSTRUCTION PLAN APPROVAL. A COPY OF THE APPROVED EROSION CONTROL PLAN MUST BE KEPT ON SITE AT ALL TIMES. THE APPROVED SEDIMENTATION
SHOWN ON PLANS OR NOT.
& EROSION CONTROL PLAN SHOULD BE REGARDED AS MINIMUM REQUIREMENTS; ADDITIONAL MEASURES SHALL BE PUT IN PLACE AS NEEDED TO ENSURE THAT
NO SEDIMENT IS RELEASED FROM THE SITE.
CONTRACTOR TO BE RESPONSIBLE FOR REMOVAL AND
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B. OVERALL IMPERVIOUS AREA IS MORE THAN 15% OF THE SITE OR THE INCREASE IN PEAK DISCHARGE FROM THE SITE IS GREATER THAN 10% THEREFORE SITE IS
REPLACEMENT OF THESE FACILITIES IF DAMAGED.
NOT EXEMPT FROM DETENTION REQUIREMENTS (PROVIDE SUMMARY CALCULATION ON PLAN).
4.
PLANS ARE BASED ON AN ACTUAL SURVEY INFORMATION PROVIDED BY HERRING-SUTTON & ASSOCIATES. REFERENCE HORIZONTAL DATUM IS NAD 83, REFERENCE
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5.
VERTICAL DATUM IS NAVD 88.
THE PROJECT ENGINEER IS RESPONSIBLE FOR RESOLVING ANY DISCREPANCY BETWEEN THE FIELD CONDITIONS AND PLAN ELEVATIONS AND IMPROVEMENTS.
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I I
LOCATION, QUANTITY AND PLACEMENT OF DRAINAGE PIPES AND
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6.
COPIES OF ALL REQUIRED BUFFER ENCROACHMENT APPROVALS AND WETLAND PERMITS SHALL BE PROVIDED TO THE CITY ENGINEER.
EROSION CONTROL DEVICES MAY VARY TO BETTER CONFORM TO
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7.
A TRAFFIC IMPACT ANALYSIS (TIA) TO DETERMINE NECESSARY OFF -SITE TRAFFIC IMPROVEMENTS HAS BEEN CONDUCTED FOR THIS PROJECT PER THE CITY OF
FIELD CONDITIONS.
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WILSON'S STREET DESIGN SECTION OF THE MANUAL OF SPECIFICATIONS, STANDARDS, AND DESIGN.
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8.
PAVEMENT SECTION IS REPRESENTATIVE OF THE ROADWAY GEOMETRY ONLY. A GEOTECHNICAL REPORT AND PAVEMENT DESIGN SEALED BY A NC LICENSED
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PROFESSIONAL ENGINEER MUST BE APPROVED BY THE CITY ENGINEER PRIOR TO THE PLACEMENT OF ANY ROADWAY IMPROVEMENTS. ALL GEOTECHNICAL TESTING
WATER, SEWER, AND STORM DRAINAGE LINES SHOULD BE
3.
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PROCEDURES AND REPORTS SHALL BE IN ACCORDANCE WITH CITY STANDARDS.
CONSTRUCTED TO THE FOLLOWING SPECIFICATIONS:
LOCATION
MAP
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9.
SUBGRADE SOIL CONDITIONS MUST BE EVALUATED BY A GEOTECHNICAL ENGINEER FOR CONFORMANCE WITH PAVEMENT DESIGN CONDITIONS AND A PROOF -ROLL
MUST BE WITNESSED AND APPROVED BY CITY ENGINEERING DEPARTMENT REPRESENTATIVE PRIOR TO PLACEMENT OF STONE BASE.
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NO SCALE
-MIN. 10
�� LATERAL SEPARATION BETWEEN WATER/SEWER LINES.
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10.
NCDOT AND/OR CITY DRIVEWAY PERMIT IS REQUIRED FOLLOWING CONSTRUCTION PLAN APPROVAL.
-MIN. 18 VERT. SEPARATION BETWEEN WATER/SEWER, IF
11.
NCDOT ENCROACHMENT AGREEMENT OR A CITY ENCROACHMENT PERMIT IS REQUIRED FOLLOWING CONSTRUCTION PLAN APPROVAL.
WATER MUST BE PLACED BELOW SEWER, DUCTILE IRON IS
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12.
THE STORMWATER CONTROL STRUCTURE MUST BE APPROVED, A LETTER OF CREDIT FOR ONE YEAR OF MAINTENANCE AND A SIGNED COPY OF THE 0&M AGREEMENT
REQUIRED ON BOTH LINES. DUCTILE IRON SHOULD EXTEND
MUST BE PROVIDED TO THE CITY PRIOR TO SIGNING OF FINAL PLAT. IF THE NEW UTILITIES AND STREETS THAT ARE TO BE ACCEPTED BY THE CITY ARE PART OF
10' PAST INTERSECTION ON WATER LINE AND TO THE NEXT
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AN EXPANSION OF A SUBDIVISION THAT UTILIZES AN EXISTING STORMWATER CONTROL STRUCTURE, THEN THE STORMWATER CONTROL STRUCTURE MUST BE
MANHOLE ON SEWER LINE PER CITY OF WILSON
COMPLIANT WITH THE CITY OF WILSON STORMWATER QUALITY STANDARDS FOR BMP'S.
SPECIFICATIONS.
13.
COPIES OF ALL PERMITS AND APPROVED PLANS MUST BE KEPT ON SITE IN A PERMIT BOX THAT IS CONSPICUOUSLY LOCATED AND EASILY ACCESSIBLE DURING
—WATER/SEWER CROSSINGS SHALL BE ARRANGED SO THAT
SITE
DATA:
LEGEND
8c SYMBOLS
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APPROVED CONSTRUCTION PLANS, APPROVED EROSION CONTROL PLANS, ENCROACHMENT AGREEMENTS, DRIVEWAY PERMITS,
SEWER JOINTS ARE EQUIDISTANT AND AS FAR AS POSSIBLE
SEWER
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WAITER/SEWEOR PERMIiTS, ETC.
FROM THE WATER MAIN JOINTS.
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14.
ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION
AS AMENDED
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—MIN. 24 VERT. SEPARATION BETWEEN STORM DRAIN AND
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SAN. SEWER OR DUCTILE IRON IS REQUIRED.
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15.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK ZONE TRAFFIC CONTROL IN OR ADJACENT TO NCDOT OR CITY RIGHT-OF-WAY. ALL METHODS SHALL
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CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND NCDOT STANDARDS.
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16.
SITEWORK HANDICAP SIGNAGE, SURFACES, GRADES, PAVEMENT MARKINGS, ETC., TO COMPLY WITH ADA REQUIREMENTS.
SITE DATA:
EXISTING POWER POLE
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WATER MAIN IN CONFLICT WITH OTHER PIPES SHALL HAVE
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EXISTING GUY WIRE
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CONTRACTOROMPLY WITH ALL PERTINENT PROVISIONS O "MANUAL
U.S. DEPARTMENT PREVENTION IN CONSTRUCTION" ISSUED BY AGC OF AMERICA, INC.,
AND THE AFTY AND HEALTH EGULATIONSFOR CONSTRUCTION ISSUED BY THEOF LABOR.
VERTICAL OFFSETS USING DI PIPES AND 4-45' MJ BENDS WITH
TOTAL AREA
56.7 ACf
EXISTING LIGHT POLE
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. . . .
. . .
BLOCKING IN COMPLIANCE WITH THE CITY OF WILSON STANDARDS.
ZONING . . . . . . .
. . . RMX-CD
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EXISTING CATV PEDESTAL
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18.
OWNER/DEVELOPER IS RESPONSIBLE FOR DETERMINATION OR DISCOVERY OF EXISTING UNDERGROUND STORAGE TANKS (UST), SEPTIC TANKS, ABANDONED UTILITY
NO. OF LOTS
104 — RESIDENTIAL LOTS
LINES, GRAVES OR CEMETERIES (HISTORICAL OR OTHERWISE) THAT MAY EXIST ON THE SITE.
. . . .
. . .
5 — TOWNHOME LOTS
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EXISTING TELEPHONE PEDESTAL
3 — OPEN SPACE
❑E
EXISTING ELECTRICAL PEDESTAL
A PRE -CONSTRUCTION INSPECTION WILL BE REQUIRED AFTER
2_ SCM LOTS
0
EXISTING GAS VALVE
OBTAINING WATER, SEWER, AND DOT PERMITS. INSPECTION FEES
114 - TOTAL
cM
EXISTING GAS METER
CAN BE PAID AT THAT TIME.
PARCEL ID NUMBER
3702-47-9494
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EXISTING FIRE HYDRANT
Lu
3702-47-7219
PROPOSED FIRE HYDRANT
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PROPERTY REFERENCE . . . DEED BOOK 2743 PAGE 461
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EXISTING VALVE
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DEED BOOK 2892 PAGE 263
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PROPOSED VALVE
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PROPOSED BLOW -OFF
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MINIMUM BUILDING LINES:
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EXISTING MANHOLE
FRONT . . . . . . .
. . 6'/25' (MAX)
PROPOSED MANHOLE
SIDE . . . . . . . . .
. 0'/5' (IF DETACHED)
0
EXISTING CATCH BASIN
SIDE STREET
6'
. . . . . . PROPOSED CATCH BASIN
REAR..........
3'
PROJECT NARRATIVE:
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EXISTING DROP INLET
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THIS E&S PLAN IS FOR THE CONSTRUCTION OF 1158 PLACE PHASE 1 & 2 WITH TWO (2) WET POND. IT WILL
PROPOSED DROP INLET
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INCLUDES ADDITIONAL MEASURES AND DISTURBED AREA TO THE PREVIOUSLY APPROVED EROSION CONTROL AND
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SEDIMENT CONTROL PLANS LAST JANUARY 20, 2022 FOR SITE CLEARING.
OWNER/DEVELOPER:
— — — G —
EXISTING GAS LINE
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6"OW
EXISTING WATER LINE
THE PLAN UTILIZES THE EXISTING, SKIMMER BASINS, SILT FENCE WITH OUTLETS, DIVERSION CHANNELS WITH CHECK
RBV 1158, LLC
VOW
PROPOSED WATER LINE
DAMS AND A SEDIMENT BASIN WITH SKIMMER. ADDITIONAL MEASURES I.E. INLET PROTECTIONS FOR DROP INLETS
3434-135 KILDAIRE
FARM ROAD
C
EXISTING CABLE TELEVISION CABLE
& CATCH BASINS, A SECOND SEDIMENT BASIN WITH SKIMMER AND SILT FENCE WITH OUTLETS ALONG THE
CARY, NC 27518
T
EXISTING TELEPHONE CABLE
ADDITIONAL LIMITS OF DISTURBANCE.
FOC
EXISTING FIBER OPTIC CABLE
OHE
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EXISTING OVERHEAD ELECTRIC
UGE
EXISTING UNDERGROUND ELECTRIC
THE PREDOMINANT EXISTING SOILS ARE RAINS "Ra", NORFOLK Nob GTB3 AND TOMOTLEY Tt IN THE SOILS
(NOTE: NUMBER
IN LINE DENOTES
GROUP A AND D .
PIPE SIZE IN INCHES)
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SEDIMENTATION & EROSION CONTROL fDLAN
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1158 PLACE
INDEX OF SHEETS
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SE1 EXISTING EROSION
CONTROL MEASURES
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SE2 SEDIMENTATION
& EROSION CONTROL
"B"
PLAN
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HAS I & 11SE4
SE3 SKIMMER BASIN
DRAINAGE AREA
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S&E DETAILS
SE5 S&E DETAILS
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SCM1 WET POND 1 DETAILS
SCM2 WET POND 2 DETAILS
3:
JUL Y 2022
DATE: JUNE 2022
SURVEY BY:
DRAWN BY: RF
CLIENT CODE: WINCOM
PROJECT: 21-407
CADFILE: 21407CP5
CITY OF WILSON
SCALE: NITS
REVISIONS
COW-S&E COMMENTS
7/24/2022
WILSON COUNTY, NORTH CAROLINA
SHEET
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EX. SILT
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SILT—\ - \ i - 1 \ \J\I I I/ / / P/ J,E�2/ %PROPOSED WORK, AREA --FENCE _
�Q! SILT FENCE FOR-PHASE2�/� / -- /I__�
TECONSTRUCTION AFTER
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PHASE 2S&E MEASURES iEX_ TEMP-. ER— �t -- AREINSTALLfo- DIVERSIODIVERSION
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CP/iDPE+aL �—
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1 PROP. SILT \ 1 I / / J I l l l // / / / / / /� / / / ,^�� /' I / / \\ 1 \ \ \ SKIMMER / / EX. TEMP.
\ 1 FENCE / l / % J / ( / l l l I \ s<jaq'� 1 BASIN #3 / DIV�FRSION
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PROP. TEMP
DIVERSION
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SKIMMER
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BASIN #1 / ci I I I I I I / / / / i / / / / - , /
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// ESILT
LIMITS \OF
IN
----FENCE -- -- DISTURBANCE
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DX.LIMITS OF 1 / I/ / / / I I %I (I I � r/�,�// �--- \� �\
ISTURBANCE / / �I I / / / /III III I / - - \ \ / / \ \ \ \ `r i► - II -
EX. SILT/
FENCE / �/ I I I / / / / I\�� 7
3—
/ %�
�� \ \ \ \ \ \ \ \ \ \ \ \
o \ DISTURBED AREA
\ \ \ \ \ \ \ \ \ \ \ \ APPROVED AREA JAN. 20, 2022 = 32.5 AC.f
PROPOSED ADDITIONAL AREA = 2.0 AC.f
0 — 141 TOTAL = 34.5 AC.f
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LIMJS OF
/ DISTURBANCE
EX. TEMP. \ \ \� — 139—_ —
1
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145
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/PLUNGE _
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SKIM ER wl \ \ a \ \ \ \ OVER 5»
/ TH \ \ \ �R E TEMP. » �»
/ \ 3 ORIFICE EX. SEDIMEN \ \ ' \RCP HD E \ \ \ \
BASIN WITH \ \ \ \ \ \ \ \ ; \ \ \ \ \ V RSI01� \ Al \ \ �X. I LT\
Cu SKIMMER A \ \ \ \ \ I \ \ \ I \ \ \ Ff NC�\ —
/ V V A A A \ \\ \ f
r EX. TE PORARY \ \ EX. 8 0 CON AINER�
m m \ m \ NSTR CTIOtJ \ \ TAGING AREA
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X. \361 36" \ \ Lam\ \ \ '\
RSE \ \ \ EN RANC EXIT
— /
E./SILT
FENCE \ - - - - - = �`_\ _ / I I I I 1 \ 1 1 I ��
O'E - - _ _ -_-_ / < - � i'/i I I I I I I I 1 I y GRAPHIC SCALE
-- C U/TI N I H PRESSU E GAS I I II I I \ \ \
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c — RRS I PP 8"LGAS LINE 80 0 40 80 160 320
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------ — —-------- _ G _ OHEL� 1 \ \ \\ \\ \ \ ( IN FEET) r
GRRS I P —!=�oH€_�� _ / = P 1 inch 80 ft. N
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DATE: JUL 2022
PROJECT: 21-407
����•: BARTLETT EXISTING SCALE(HORZ): CADFI LE: 21407CP5 CLIENT CODE: WINCOM Cn
CITY OF WILSON WILSON COUNTY
1158PLACE1" = 80' FIELD BOOK: O
= � SEAL J��� ENGINEERING & SURVEYING, PC SCALE(VERT): DRAWN BY: RF 0-
201Of �ti EROSION CONTROL NSA SURVEY BY: NORTH CAROLINA ZONE: RMX
1906 NASH STREET NORTH TELE: [phone] CITY 0 F WI L S 0 N N.C.JI
S. 6���r`�,: WILSON, N.C. 27893-1726 FAX: [phone] MEASURES REVISIONS: PIN # SHEET SE1
License No. C-1551 www.bartletteng.com COW—S&E COMMENTS 7/24/2022 01