NCC233095_Site Plan or Location Map_20231016

ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH JOHNSTON COUNTY AND _NCDOT STANDARDS AND SPECIFICATIONS c
SYMBOLS AND ABBREVIATIONS N
ABC AGGREGATE BASE COURSE I= EXISTING CURB INLET TA LT O N POINTE SHEET INDEX
ALUM ALUMINUM 0 EXISTING DROP INLET / YARD INLET SHEET No. SHEET TITLE
ASSY ASSEMBLY Ql�L, EXISTING FLARED END SECTION
B-B BACK TO BACK �Y EXISTING FIRE HYDRANT COVER SHEET Z
C1.0 EXISTING CONDITIONS PLAN m
BOA BLOW-OFF ASSEMBLY NO EXISTING BLOW-OFF ASSEMBLY SUBDIVISION 1 SITE PLAN
—I
CIG CURB AND GUTTER NI EXISTING GATE VALVE I
CFS CUBIC FEET PER SECOND N EXISTING REDUCER C2.1 UTILITY PLAN
CI CURB INLET a EXISTING WATER METER C3.1 GRADING AND DRAINAGE PLAN Q
C/L CENTER LINE 0 EXISTING MANHOLE/JUNCTION BOX C3.2 EROSION CONTROL PLAN
CO CLEAN OUT ID EXISTING CLEAN OUT
COM COMMUNICATION EXISTING POWER POLE C4.1 STREET A PLAN AND PROFILE
CONC CONCRETE C EXISTING GUY WIRE CONSTRUCTION SUBMITTAL C5.1 DETAILS co
C5.2 DETAILS coCT COURT ❑ EXISTING TELEPHONE PEDESTAL ch
CU COPPER EXISTING LIGHT POLE/AREA LIGHT C5.3 NCGO1 DETAILS f/)
--
DOV DOUBLE CHECK VALVE EXISTING SIGN JOHNSTON COUNTY, NORTH CAROLINA C5.4 NCGO1 DETAILS
II NEW CURB INLET L1.0 LANDSCAPE PLAN z
DDCV DOUBLE DETECTOR CHECK VALVE ICI
DEFL DEFLECTION a NEW GRATE INLET/YARD INLET O
DI DROP INLET /l NEW FLARED END SECTION CONSTRUCTION NO1E9 rI 1
DIP DUCTILE IRON PIPE t NEAR FUZE MDRANI V
1 t,ALL CONSl1FUCT10N 611ALL BEM ACCORDANCE VAR1 APPLICABLE MWIIEIPALTR STANDARDS
DRAIN DRAINAGE 4 NEW BLOW-OFF ASSEMBLY -it ; Ill 1 /� /. \ SPECIFICATIONS.AND DETAILS.WOW IN THIS PROJECT SHALL ALSO CONFORM TO THESE PLAN THE M
LATEST EDITIONS OF THE NORTH CAROUNA DEPARTMENT OF TRANSPORTATION INCWTI ROAD AND BRIDGE L
N NEW GATE VALVE 1 _ - SPECIFICATIONS THE ROAD AND BRIDGE STANDARDS,THE NORTH CAROLINA EROSION AND SEDIMENT
DR ERNES a... I 1 _ CONTROL HANDBOOK INC NORTH CAROLINA EROSIVE;AND SEDIMENT CONTROL REGULATIONS.THE FINAL CO
NEW REDUCER - 't`--+i(" T -t• -
GEOTECHNICAL MIAOW,AND GENERAL DESIGN STANDARDS.IN THE EVENT OF CONFLICT BETWEEN ANY OF
EASE EASEMENT 1 THESE STANDARDS,SPECIFICATIONS,OR PLANS.THE MOST STRINGENT SHALL GOVERN
b NEW WATER METER I _y . ( ' , 0
ELEC ELECTRIC 1 _L� _ SITE 2 THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR TRENCH SAFETY DURING ALL PHASES OF
I I NEW TEEI - _ T ' CONSTRUCTION U
EOP EDGE OF PAVEMENT 1
EXIST EXISTING El NEW PLUG ��\ i /,l' _ 'f 1 3.THE LOCATION AND SIZE OF EXISTING URLMES AS SHOWN IS APPROXIMATE ONLY.THE CONTRACTOR IS
• NEW MANHOLE \ I r_ S +.� RESPONSIBLE FOR HORIZONTALLY AND VERTICALLY LOCATING AND PROTECTING ALL PUBLIC OR PRIVATE I
FES FLARED END SECTION ( / A 1 _ � !''f 1 E UTILITIES WHICH LIE IN OR ADJACENT TO THE CONSTRUCTION SITE AT LEAST 48 HOURS PRIOR TO ANY
CA NEW CLEAR'OUT 1 �I '-ALL ( DEMOLIl10N.GRADING,OR CONSTRUCTION ACTVffY,THE CONTACTOR SHALL NOTIFY THE NORM CARWNA W
7 11 / . /
T NEW SIGN \ / I // 1 I N
J `/ EXISTING UTILITIES WITHIN ONW SERVI E IULOCOI AT 1�00-632-4949 FOR PROPER IDENTIFICATION OF
FH FIRE HYDRANT
\.
FM FORCE MAIN SITE
IRON PIPE \ / // �' C ��/ Z
�' / i A THE CONTRACTOR SHALL SALVAGE AND PROTECT ALL EXISTNG POWER POLES,SIGNS,MANHOLES,
FT FEET - _ \ / / \ TELEPHONE RISERS,WATER VALVES,ETC DURING ALL CONSTRUCTION PHASES.THE CONTRACTOR SHALL O
FT/SEC FEET PER SEC IZI BENCHMARK �I� - ` REPAIR,AT HIS OWN EXPENSE,ANY EXISTNG UTILRIES DAMAGED DURING CONSTRUCTION a
GALA GALVANIZED 3� STORM STRUCTURE LABEL 1 ;II - \
II(( 7TT 5 TRAFFIC CONTROL ON PUBLIC STREETS SHALL BE IN CONFORMANCE WTM THE TRAFFIC CONTROL PLAN,
CV GATE VALVE j�1�It • THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.AND AS FURTHER DIRECTED BY CT'AND STATE
INSPECTORS
IIE I9. BLOCK AND GRAVEL INLET PROTECTION /"
HCR HANDICAP RAMP r-.Y ))7 - \ + E.ANl DISCREPANCIES FOUND BETWEEN TINE DRAWINGS AND SPCCO1CATONS AND SITE CONDITIONS OR ANY 0
ENV INVERT M----B J� / �- _ -- _i/ �\ - /� INCON6l5TCNCIDH OR AMBIGUITIES IN OM WINGS OR SPECIFICATIONS SHALL BE INMEOLAIELY REPORTED TO
L LENGTH +II--III SILT FENCE INLET PROTECTION I ```99r�. !' Z„1 V�..(( 1` �.� �OO�p-/ WOR%D'ci THE ONE ENGINEER.
CONTRING ACCTOR AFTER SHALL �HISPDISCOVERY OF ADDRESS SUCH DISCREPANCIES.INCONSISUCH INCONSISTENCIES OR TENC ,DES OR
{l /� �..• 11.�� / ✓\Y�QQ+;' AMBIGUITIES SHALL BE DONE AT THE CONTRACTORS RISK 4
LF LINEAR FEET I EXCAVATED INLET PROTECTION / I/ / / l '
�(N�,J1 pq, ` 1,? j t --- �` 7.A PRE{ONSTRULTON CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION TIE
LP LIGHT POLE `„' r • / / CONTRACTOR SHALL ARRANGE THE MEETING WITH THE CITY ENGINEERING DIVISION_
LT LEFT ( ////// I.' V�� f�
-�1 B CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL REQUIRED PERMITS AND APPROVALS PRIOR TO
NH MANHOLE -- SEDIMENT BASIN �\ O i-L�S'I ~/ ~_ L// _--_ `, /� COMMENCING CONSTRUCTION
MIN MINIMUM /:1j 1 / _ I I : B ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE.AND AS SHOWN ON LOESS PLANS THE
OHE OVERHEAD ELECTRIC \ :>j�� r CONTRACTOR SHALL MAINTAIN ADEQUATE SITE DRAINAGE DURING ALL PHASES OF CONSTRUCTION.THE
/' --, 1 / / )I I I ri'r �\ CONTRACTOR SHALL USE SILT FENCES lOR OTHER METHOD=APPROVED BY THE MON TER AND
RISER BASIN '/ 1 j .�F^r• 'I MPUGBLE MIIMCIPALRYI AG REWIRED 1O PREVENT SILT AND CON4TRUCTON DEBRIS FROM FLOWING
PAVE PAVEMENT __ \ // / l Ii- / ONTO ADJACENT PROPERTIES.CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL STATE,OR
PERM PERMANENT / I f I LOCAL EROSION,CONSERVATION.AND SILTATION ORNNANCES.CONTRACTOR SHALL REMOVE ALL
3 ROCK DAM 1V, •^ } /IY 'C�F0` I .A. I t .lam// TEMPORARY EROSION CONTROL DEVICES UPON COMPLETION OF PERMANENT DRAINAGE FACILITIES AND THE
PP POWER POLE 'T`1 � \ JP"I; /' 'tfl(� -TV-Tr Fin-I---- ESTABLISHMENT OF A STAND OF GRASS OR OTHER GROWTH TO PREVENT EROSION
E PVC FDL IvNYt CHLORIDE --C--3...704C PAS LNE - i+ Z' /�1 cf�;y Rp� I /
(F'r -L, 1/ ILL_�IL.,FIYY J N THE CONTRACTOR SHALL WAR AND OREM WE SITE AND PLACE COMPACT.AND MOONPE CONDITION
-CGU-- ET•STPIC CQMNUMCATIWfi LIVE _ _ 1. ALL PILL PER THE PROJECT GEOTECHNICAL WGINEERD SPECIFICATIONS THE FILL MATERIAL TO BE USED
R RADIUS -- 9'.l/ CO/f '�Tr 11 r � SHALL BE IMPROVED RV THE OM/TECHNICAL ENGINEER PRIOR TO PLACEMENT
--UT-- EXISTING UNDERGROUND TELEPHONE 0,Y'� J' , \( L---1I 1 •I �-
u R/W FIGHT-OF-HAT y1 '� ) 1 I 11.MATERIALS USED TO CONSTRUCT EMBANKMENTS FOR ANY PURPOSE,BACKFILL AROUND DRAINAGE
-LIE-- EXISTING UNDERGROUND ELECTRIC v-.M•� `'� Y/ SIRUCWRES:OR IN UTILITY TRENCHES FOR ANY OTHER DEPRESSION REQUIRING FILL OR BACKFILL SHALL
RED REDUCER y' // �- 9E COMPACTED TO 96X OF MAXIMUM DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST AS SET
--ONE-- E%ISTING OVERHEAD ELECTRIC 1:� L' I I OUT IN AVTM STANDARD D69I STONE BACKFILL SHALL BE COMPACTED TO 25% MAXIMUM DENSITY AS
RPZ REDUCED PRESSURE ZONE
-W-- EXISTING WATER LINE DETERMINED BY THE MODIFIED NS PROCTOR TEST R SET OUT IN IASTMFIW STANDARDITD1557 THE CONTRACTORFTHE
Y RT RIGHT SHALL,PRIOR TO ANY OPERATIONS INVOLVING RISING OR BACILFIWNG,SUBMIT THE RESULTS OF THE
-FM- EXISTING SANITARY SEWER FORCE MAN PROCTOR TEST TOGETHER WITH A CERTIFICATION THAT THE SOIL TESTED IS REPRESENTATIVE OF ME
S SLOPE V C_N TY AP MATERIALS TO BE USED ON THE PROJECT TESTS SHALL BE CONDUCTED BY A CERTIRED MATERIALS
-SS-- EXISTING SANITARY SEVER TESTING LABORATORY AND THE CERTFICATONS MADE BY A LICENSED PROFESSIONAL ENGINEER
u SS SANITARY SEWER EXISTING STORM DRAINAGE 1" = 1000' SITE DATA REPRESENTING THE LABORATORY.
C STA STATION -- -- NEW STORM DRAINAGE 12 PROPOSED CONTOURS AND GUTTERGRADIENTS ARE APPROXIMATEPROPOSED SPOT
g T TANGENT - -
PINE 272000-20-0E36 ELEVATIONS ANDDROADWAY PROFILESSUPPRELEVATO TOBENS ARE TO BE USED IN CASE OF DISCREPANCY
STREAM
TDD TEMPORARY OIVEP.SION DITCH -•___
NEW WATER LINE 13 ME CONTRACTOR SHALL REVIEW,VERIFY AND COORDINATE ALL DIMENSIONS SHOWN ON PLANS,INCLUDING
✓ AREA: 23.02 AC. THE HORIZONTAL AND VERTICAL LOCATION OF CURB INLETS AND GRATE INLETS AND ALL UTILITIES
P TELE TELEPHONE DEVELOPER/APPLICANT: ENGINEERS: CROSSING THE STORM SEWER PRIOR TO STARTING PROJECT
NEW SANITARY SEWER
TSB TEMPORARY SEDIMENT BASIN -1 I BASS,NIXON AND KENNEDY,INC. 1t ALL CURB JOINTS SHALL EXTEND THROUGH THE CURB MINIMUM LENGTH OF OFFSET JOINTS AT RADIUS
-FM NEW SANITARY SEWER FORCE MAIn' MHB DEVELOPMENT,LLC 6310 CHAPEL HILL ROAD,SUITE 250 ZONING: AR POINTS IS 1S FEET.ALL JOINTS SHALL BE SEALED WITH JOINT SEALANT
y LIG TEMPORARY SLOPE DRAIN
UNDERGROUND B} NEW GAS MAIN 208 FOREST OAKS DRIVE RALEIGH,NORTH CAROLINA 27607 15 ALL HANDICAP RAMPING,STRIMNG,AND PAVEMENT MARKINGS SHALL CONFORM TO ADA REQUIREMENTS
-UG
GRASSED LINED PITCH/CHANNEL ARCHER LODGE,NC 27527-6943 TELEPHONE: [phone] PROPOSED ROW: 68,099 SF/1.66 AC. AND THE NORTH CAROLINA STATE BUILDING CODE VOL 1-C ACCESSIBILITY CODE
W WIDTH -- __ JUTE MATTING LINED DITCH/CHANNEL
FAX:[phone] 16 OWNER SHALL PROVIDE FENCING AND OTHER SAFETY MEASURES NECESSARY IN AND AROUND ANY
W/L WATER LINE - PYRAMAT LINED DITCH/CHANNEL CONTACT:MIKE MORRISON PROPOSED LOTS: 22 PROPOSED STORMY/ATM MANAGEMENT MEASURES(PONDS,WETLANDS,ETC I OBTAINING PROPER PERMITS
WM WATER METER - LIMITS OF CUT SLOPE CONTACT:MARTY D BIZZELL,PE,CPESC RIMAEL BE THE RESPONSIBILFT OF THE OWNER.
PHONE:[phone] EMAIL:MARTY.BIZZELL@BNKINC COM 13 RETAINING WALLS EXCEEDING 30 INCHES N HEIGHT SHALL INCLUDE FALL PROTECTION IN TIE FORM OF A z
RI TARP INLET LIMITS OF FILL SLOPE
_ AVG.LOT SIZE: 42,NI86 SF/0.98 AC. HANDRAIL OR FENCING ON THE HIGH SLOE OF THE RETAINING WALL
SILT FENCE II PROPER COMPACTION OF ALL FILL SOILS PLACED ON SITE SHALL BE THE RESPONSIBILITY OF THE NZ
n --= � - TREE FENCE MIN.LOT SIZE: 40,000 SF/0.92 AC. CONTRACTOR COMPACTION SHALL BE ADEQUATE TO SUPPORT THE PROPOSED USE OF AREAS IN WHICH (-
FILL SOILS ARE PLACED THE CONTRACTOR SHALL HIRE A GEOTECHNICAL ENGINEER TO TEST AND VERIFY Q
»'� COMBINATION SILT/TREE FENCE PREPARED BY: THAT COMPACTION IS ADEQUATE FOR THE PROPOSED USE OF IN THE AREA OF RLL PLACEMENT. J
- DIVERSION DITCH OPEN SPACE AREA: 0.0 AC.
19 ALL ASPECTS OF THIS PROJECT SHALL BE IN RILL COMPLIANCE WITH CURRENT ADA STANDARDS IF THE 0
IT CONTRACTOR NOTES ANY ASPECTS OF THE PROJECT WHICH ARE NOT IN COMPLIANCETHE ENGINEER co
-ZiIMPERVIOUS AREA IN ROW: 28,141 SF/0.66 AC. SHALL BE NOTIFIED PRIOR TO ANY FURTHER WORK BEING PERFORMED.ANY WORK PERFORMED AFTER
I,LUST-- THE CONTRACTOR NOTES SUCH A NON COMPLIANCE IS SUBJECT TO REMOVAL AND REPAIR AT THE 0
.1 CONTRACTORS EXPENSE
, B N K
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..%6 ':,`i MAX.LOT IMPERVIOUS AREA WITH 20 THE CONTRACTOR OR OWNER SHALL EMPLOY A GEOTECHNICAL ENGINEER TO TEST ALL EMBANKMENTS AND
Y ` c..` NO STORM WATER MANAGEMENT: 4,214 SF F1 PLACEMENT FOP PROPER COMPACTION PROPER COMPACTION SHALL BE PEP ME GEOTECHNICAL
x 'y. �;a _ ENGINEER'S RECOMMENDATIONS OR MESS PLANS.WHICHEVER 6 MORIE STRINGENT.EMBANKMENTS FOR O
CC
@y� 1,V. .4� :APPROVED '' PONDS SHALL BE PLACED IN 6 INCH LOOSE LAYERS AND SHALL BE COMPACTED TO A DENSITY OF NO
_bG i,Yp.�;,31 � , LESS THAN 95% OF THE STANDARD PROCTOR MAXIMUM DENSITY AT A MOISTURE CONTENT OF+ OR-
BASS,NIXON & KENNEDY,INC. BUILDING SETBACKS IWO PERCENTAGE POINTS OF THE OPTIMUM MOISMRE CONTENT IN ACCORDANCE WITH ASTM D6M ME 0
CONTRACTOR SHILLS TAKE PHOTOGRAPHS OF ME OUTLET STRUCTURE AT ALL AT ALL PHASES OF
C/■■■(/��� G 9ETORE NH DICE CONSULTING ENGINEERS FRONT: 20 INSTALLATION AND SHALL RETAIN WTIH GEOTECHNICAL TESTING DATA WE CONTRACTOR SHALL ALSO F
s 1J 4.'TONEE3.7- ,:CENTER 6310RALEIGH,
CHAPEL HILL ROAD.SURE 250 RETAIN ALL SHIPPING of HE ABOVSE
AND SPECIFICATIONS BE R FOR AS OUTLET STRUCTUREEMUNICIPALITY
MATERIALS SAND U
1-E]`-ET:-•.--� RALEIGH,NORTH CAROLINA 27607 INTERIOR LOT LINE: 6 PROCESSSURES ALL OF ME ABOVE DATA TO BE REQUIRED AS PART OF UE MUNICI COOT' CT AS-BUILT n
AND SHALL BE MADE AVAILABLE ME ENGINEER UPON REQUEST.THE CONTRACTOR AND ix
yE,q u A� TELEPHONE:19T9)851-4d22 OF I800)35C-LILTS REAR: 20 OWNER SHALL HAVE DOCUMENTATION OF THESE TESTS AVAILABLE UPON REQUEST y
m A�V'. F/UI..918185E nc corn 21 RETAINING WALLS SHOWN HEREIN SHALL BE DESIGNED BY A QUALIFIED PROFESSIONAL ENGINEER WITH Z
11 WW CERTIFICATION
N EXPERIENCE DESIGNING RETAINING WALLS.AT LEAST RI DAYS PRIOR TO BEGINNING CONSTRUCTION OF O
CERTIFICATION NUMBERS:NCBELS IC-G710) RETAINING WALLS.THE CONTRACTOR SHALL CONTACT THE OWNER'S GEOTECHNICAL ENGINEER TO L.T
•' NCBOLA .C-0267) SCHEDULE AND COORDINATE ALL APPROPRIATE INSPECTIONS.TESTING,AND VERIRGTON NECESSARY
II
DURING RETAINING WALL CONSTRUCTION THE GEOTECHNICAL ENGINEER SHALL PROVIDE CONTINUOUS
INSPECTIONTESTING AND VERIFICATION FOR ME DURATION UI RETAININGINS WALL CONSTRUCTIONG,ANDPROPER
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��'��� SCHEDULING.A EXECUTION,PROWDANO THERECORD KEEPING FOR ALL REWIRED INEPY.INCA,TESTING, RINU.
➢ VERIHGTION SHALL BE THE RESPONSIBILITY OF ME CONTRACTOR.SUCH RECORDS SHALL BE RETAINED
, DatAo Ao(%
AND SHALL BE PROVIDED E THE OWNER AND THESN & SUCH INC.ALL MONITORING,
TESTING,AND VERIFICATION SHALL CONFORM TO ME MOST RECENT VERSION OF ME NC BUILDING CODE0
CHAPTER RESECTION NOG OR ME WALL DESIGN ENGINEERS YPECIFICATIONS.WHICHEVER IS MORE co4.
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