NCC233584_Site Plan or Location Map_20231206

VICINITY MAP ill
SCALE:I"=XX' 'W' SITE DATA CURVE ARC LENGTH RADIUS CHORD BEARING CHORD LENGTH
SITE DDRESS 1524 LAKE ADVENTURE CT. / ClC 100.03' 975.00' S 78°01 '43" W 99.98' I
RALEIGH,NC 27613 SITE DATA // % .�
ZONING:R-40W �j
PIN 0891-02-1564 / LINE BEARING DISTANCE :/h
LOT SIZE
AREAS 0.761AC./33,128S.F. N/F L1 S 75°05 23„ W 17.67' ��114
,•: PRIMARY STREET 15 MIN
U JURISDICTION WAKE COUNTY SIDE STREET 15'MIN J O H N & K A TH E R I N E B R A TTO N
SING 0 TOWNSHIP BARTON'S CREEK SIDE LOT LINE 7.5'MIN PIN: 0 8 91—0 2—6 9 8 7
ALONG CT. a d RIVER BASIN NEUSE REAR LOT LINE 15'MIN
s WATERSHED FALLS LAKE -----1DB 3904, PG 310 _ � NORTH
a BUILDING HEIGHT 35'MAX
WATERBODY INDEX 27-15.5-(1) IMPERVIOUS MAX 8,200 SF NC GRID
so RECORDED DB 19412,PG 1973
srARRy _ NAD 83(2011)
NIGHT Cr w BM 2023,PGS 115-116 PER:BM 2023,PGS 115-116
o / &re BEGET ATI ON NAVD 88
25' TREE E SCALE: 1"=30'
PARK / g E 107-92
:: PROTECTIO\�N6�
p°50'39 (BM 2023, —
MT. K L.N. — W
N
ufRNON CHURCH RD N
� sF — .O
— —
EROSION CONTROL NOTES: / _ __
1. EROSION CONTROL WORK INCLUDES ALL MATERIALS, INSTALLATION, ROUTINE MAINTENANCE, ULTIMATE REMOVAL OF DEVICES, — —
_ ETER BSL \ LOT 14
OFFSITE DISPOSAL OF SEDIMENT REMOVED FROM THE DEVICES, AND STABILIZATION OF ALL DISTURBED SURFACES. ALL WORK SHALL 3p' PERIM 11 ) \ N/F
CONFORM TO THE REQUIREMENTS AND STANDARDS OF THE CITY OR RALEIGH EROSION CONTROL OFFICE. ` — — 2023, PG
/ / / — (BNB CCH RDU, LLC
2. REGULAR WEEKLY INSPECTIONS AND SPECIAL INSPECTIONS AFTER EACH RAINFALL SHALL BE MADE TO OBSERVE THE CONDITION AND `' \ PIN: 0891-02-1564 W
PERFORMANCE OF THE CONTROL MEASURES. IF ANY DEFICIENCY IS OBSERVED, CORRECTION ACTION SHALL BE IMMEDIATELY TAKEN. / /// \ DB 19412, PG 1973 z
3. ALL SEDIMENT TRAPPING DEVICES SHALL BE CLEANED OUT WHEN THE ACCUMULATED SEDIMENT REACHES ONE-HALF OF THE DESIGNED I BM 2023, PG 116 0 0
SEDIMENT VOLUME. / C i ,_ 0.761 AC. en4. ALL DISTURBED AREAS NOT OTHERWISE STABILIZED SHALL BE SEEDED AND MULCHED PER THE SEEDING SCHEDULE. ALL SUCH AREAS // 33,128 S.F. w
SHALL HAVE A VIGOROUS GROWTH PRIOR TO ACCEPTANCE. / SEPTIC
\ FIELD MIA 8,200 SF
5. SEE STREET PLAN/PROFILE SHEETS FOR PIPE SLOPES AND ELEVATIONS, DITCH LININGS, AND RIP-RAP APRON SIZES. //
J , \\
6. SEDIMENT TRAPS SHALL BE FIELD LOCATED WITH THE GUIDANCE OF THE CITY OF RALEIGH EROSION CONTROL OFFICER. CLEARING
LIMITS SHALL BE ADJUSTED ACCORDINGLY. \/ \
/
V\
SELF INSPECTION NOTICE: / c\ 7
,�" o
NOTIFICATION OF LAND RESOURCES SEDIMENT AND EROSION CONTROL SELF INSPECTION PROGRAM: /, '/ �69 �7 C9'
THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR LAND-DISTURBING ✓ / Z 60 .� -1:; \ -Po C
ACTIVITIES INSPECT A PROJECT AFTER EACH STAGE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION 1 / 0 / o \ LOT 13 z N M
CONTROL PLAN IS BEING FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE INSPECTIONS TOOK EFFECT OCTOBER 1, 2010. c
THE SELF-INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY SELF-MONITORING PROGRAM OF THE NPDES STORMWATER PERMIT / o \ 1 FUTURE HOMESBY
FOR CONSTRUCTION ACTIVITIES. THE FOCUS OF THE EROSION AND SEDIMENTATION CONTROL MEASURES ACCORDING TO THE APPROVED / i/
J r LIDJIM THOMPSON, INC.
PLAN. THE INSPECTIONS MUST BE OCNDUCTED AFTER EACH STAGE OF THE PROJECT, AND CONTINUED UNTIL PERMANENT GROUND / V PIN: 0891-02-2597
COVER IS ESTABLISHED IN ACCORDANCE WITH NCGS 113A-54.1 AND 15A NCAC 46.0131. THE SELF-INSPECTION REPORT FORM IS I SEPTIC I N DB 19399, PG 1025
AVAILABLE AS AN EXCEL SPREADSHEET FROM HTTP://WWW.DLR.ENR.STATE.NC.US/PAGES/SEDIMENTATION-NEW.HTML. IF YOU HAVE /// PUMP & 24.2 BM 2023, PG 116Z
QUESTIONS OR CANNOT ACCESS THE FORM, PLEASE CONTACT THIS OFFICE AT(191) 791-4200. 6,
TA
/ / O I I
logo ,
N
NOTE: / _ o
THE SOLE PURPOSE OF THIS PLAN IS TO SHOW EROSION ' Elli N
CONTROL MEASURES FOR LOT 14 SHOWN HEREON DURING THE ' OP
O o M cA o
CONSTRUCTION PHASE OF HOME BUILDING. ALL MASS GRADING PR ,�/ a o
AND INFRASTRUCTURE HERE TO BE INSTALLED BY THE MASTER 14.8 I HOUSE I {-G.� p N
PLANS APPROVED AND INSPECTED BY THE MUNICIPALITY. ALL LOT 15 -' l pROP` U M Z H o
EROSION CONTROL MEASURES FOR GRADING AND N/F I DR\\/E I ~J" Z
INFRASTRUCTURE LIE WHOLLY WITH THE DEVELOPER. FUTURE HOMES BY JIM THOMPSON, INC. ll�O--�i '" g Z
PIN: 0891-02-0449 \ \ Z Wj a0
DB 19265, PG 2019 vp
GENERAL NOTES co BM 2023, PG 116 - �' � --\ � � U OZ
��\ sF — C..) W F- [H U
1.THIS SURVEY IS NOT TO BE USED FOR RECORDATION,CONVEYANCES,OR SALES,AND WAS sF — Q P4 H
PREPARED FOR THE SOLE USE OF THE PERSON(S)ON ENTITY NAMED HEREON. O
2.PROPERTIES SHOWN HEREON MAY BE SUBJECT TO EASEMENTS AND RESTRICTIONS OF �;" �� W 0 Z
RECORD THAT WOULD BE REVEALED BY A THOROUGH TITLE SEARCH.THIS PLAT SHOULD NOT ,
MAY BENEFIT AND/OR BURDEN THESE PROPERTIES. 4j R�w H H Z
BE RELIED UPON AS A COMPLETE RECORD OF ALL EASEMENTS AND ENCUMBRANCES THAT � — — — � 15, BS1 ' ' U W
1 _ W
3.THIS SURVEYOR DOES NOT CERTIFY TO THE EXISTENCE OR NON-EXISTENCE OF ANY UNDER L 1 a F�
GROUND UTILITIES THAT MAY OR MAY NOT EXIST WITHIN THE BOUNDARIES SHOWN HEREON. - -- W 0
4.THE UNIT OF MEASUREMENT IS U.S.SURVEY FEET.ALL DISTANCES AND COORDINATES SHOWN -- / C 1 1 Z 7 O
HEREON ARE LOCALIZED&GROUND,UNLESS OTHERWISE NOTED AS"GRID". Ib 1 R 1 W
5.ALL AREA(S)ON THIS PLAT WERE CALCULATED BY THE COORDINATE METHOD. — — 1 1 p E O SVEME�1� Q Q E. 4.
6. 6.UPON EXAMINATION OF FLOOD INSURANCE RATE MAP,PANEL#0891(WAKE COUNTY),BEARING MAP — — V r\ E /
#3720089100K,EFFECTIVE DATE OF 07/19/2022 THE SUBJECT PARCEL LIES IN ZONE"X". — A D v E & UTIL\TY R/ -�
7.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CITY/COUNTY&NCDOT A K E STREET P G 116)
STANDARDS AND SPECIFICATIONS.
Sp PRw I's 2023'
8.THIS PLAT WAS PREPARED USING A TRIMBLE R12i GPS UNIT.FIELDWORK COMPLETED: EROSION LEGEND
08/29/2023 N
CONSTRUCTION O
ENTRANCE 0
I,WATTS B.FEARRINGTON,JR.,HEREBY CERTIFY THAT THIS MAP WAS DRAWN — -- \-- \
UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION /',, SILT FENCE OUTLET
(DEED DESCRIPTION RECORDED IN BOOK 19412,PAGE 1973,OR OTHER REFERENCE \
SOURCE);THAT THE BOUNDARIES NOT SURVEYED ARE INDICATED AS DRAWN FROM — —
INFORMATION IN BOOK 2023,PAGE 116,OR OTHER REFERENCE SOURCE SHOWN I- SILT FENCE \ \
HEREON;THAT THE RATIO OF PRECISION IS GREATER THAN 1:10,000+;AND THAT
THIS MAP MEETS THE REQUIREMENTS OF THE JUNCTION BOX FLARED END SECTION N F NOW OR FORMERLY CLF CHAIN LINK FENCE
STANDARDS OF PRACTICE FOR LAND GENERAL LEGEND O /
SURVEYING IN NORTH CAROLINA ,�N CARO, 0 DRAINAGE INLET ® WATER MANHOLE R/W RIGHT—OF—WAY FFE FINISHED FLOOR ELEVATION PROVIDING SERVICES FOR
(21 NCAC 56.1600).THIS 20TH DAY / 0 PROP. COR. FOUNDMETRO ATLANTA,
POWER POLE Ill FIBER OPTICS BOX OTP OPEN TOP PIPE BFE BASEMENT FLOOR ELEVATIONPROJECT
OF OCTOBER,2023. �O F E S S/O tiRALEIGH-DURHAM,
p �-v • 5/8" REBAR SET LIGHT POLE 0 TELEPHONE MANHOLE CTP CLOSED TOP PIPE GFE GARAGE FLOOR ELEVATION R21301-01
B.----61.--)4.1
DA &CENTRAL FLORIDA
Q� 9� O COMPUTED POINT POWER POLE OO POWER MANHOLE RB REBAR SUBJECT PROPERTY LINE
SEAL ❑❑ R/W MONUMENT W/LIGHT OUTFLOW STRUCTURE CONC. CONCRETE ADJOINING PROPERTY LINE8024GLENWOODAVENUE
r -3468 } FIRE HYDRANT —C GUY WIRE © CABLE BOX EOP EDGE OF PAVEMENT —W— WATER LINE SURVEYORS,ENGINEERS #109,RALEIGH,NC 27612
71242V
�20 ���O= ❑w WATER METER ❑E POWER METER m TELEPHONE BOX OH OVERHANG —S— SEWER LINE BSL BUILDING zone,inc• . AND LAND PLANNERS [phone]
SUR`� * WATER VALVE o ELECTRIC BOX CNT. CANTILEVER —G— GAS LINE SETBACK LINE
. FFA RR LNG Os MANHOLE p� A/C UNIT HARDWOOD TREE DB DEED BOOK —SF— SILT FENCE AG ABOVE GRADE WWW.BOUNDARYZONE.COM ©COPYRIGHT 2023 SHEET
WATTS B.FEARRINGTON,JR.,PLS-3468 FIRM NUMBER:C 3534 BOUNDARY ZONE,INC. 1 OF 3
® CLEAN OUT © GAS METER PINE TREE BM BOOK OF MAPS —T— TELEPHONE LINE BG BELOW GRADE ALL RIGHTS RESERVED
SIGN Co GAS VALVE PG PAGE —250— CONTOUR LINE

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11 . , ' �ca p NPDES Stormwater Discharge Permit for Construction Activities(NCGO1) NCDENR/Division of Energy,Mineral and Land Resources Cl
Local Seeding Schedule O
(per Wake Soli and Water District) '— a
01
STABILIZATION TIMEFRAMES CD
O M O
Perminant Seeding: Shoulders Side Ditches and Slums(max 3:11 (Effective Aug.3,2011) ` PI-1
N
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FSgt Planting Rate I• 4 a I O
SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS U (-r Z H .--I
Aug.15-Nov.1 Tall Fescue 200 lbs/acre r
SEEDBED PREPARATION: Nov.1-Mar.1 Tell Fescue 200 lbs/acre r Z
Perimeter dikes,swales,ditches,slopes 7 days None N W
Z
and Abruzzi Rye•(nurse crop) 251bs/acre --
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL THREE INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE. O U W P4 a
Mar.1-Apr1115 TO Fescue 2001bs/acre
2. RIP THE ENTIRE AREA SIX INCHES DEEP. Aprtlts-June 20 Hulled CommonBermudagrass 15Ibs/acre Z CA
O
High Quality Water(HQW)Zones 7 days None H Z
3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. perminentSeeding: Slopes3'1 upjo2:1 U O U
4. APPLY AGRICULTURAL LIME, FERTILIZER AND SUPERPHOSPHATE UNIFORMLY AND MIX SOIL(SEE MIXTURE). ( Q.) W H"
Aug.15-Nov.1 Tall Fescue 200 Ibs/acro \ l'"1 E-I
and Seim Lespedeza(unhulled,unscarlied) so to 70Ibs/acre Slopes steeper than 3:1 7 days If slopes are 10'or less in length and are J 5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED FIRM REASONABLY UNIFORM SEEDBED IS PREPARED FOUR TO SIX INCHES DEEP. O lx
not steeper than 2:1,14 days are allowed.
Nov.1-Mar.1 Tall Fescue 2001bslacro �� W O , O
6. SEE ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING. O
and&Mesa Lespedeza(unhulled,unscarilied) BO to 70 lbs/acre Q H ti Z
7. MULCH IMMEDIATELY AFTER SEEDING; ANCHOR MULCH. and Abruzzi Rye 25ibslecre O U W
Mar.1-June 1 Tall Fescue 200 lbs/acre Slopes 3:1 or flatter 14 days 7 days for slopes greater than 50'in length. H
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN PLANTING SEASON, IF POSSIBLE. IF STAND and Sodom Lespedeza(scarified) 40to50lbs/acre W 2
0
SHOULD BE OVER 60% DAMAGED, RE-ESTABLISH FOLLOWING THE ORIGINAL LIME, FERTILIZER, AND SEEDING RATES. Mar.15-June 30 Weeping Loyegrass to lbs/acre
and Sedcea Lespedeza(scarified) 40 to so lbs/acre ` All other areas with slopes flatter than 4:1 14 days None,except for perimeters and HQW Zones. Z
9. APPLICATION: March 15-June 30 Hulled Common Bermudagrass 15 lbslacre 4. 0 U
AGRICULTURAL LIMESTONE - 2 TONS/ACRE and Sericea Lespedeza(scariied) 40to501bs1acre H U W
H Q O W
FERTILIZER - 10-10-10 ANALYSIS @900 LBS ACRE Temporary Seeding
SUPERPHOSPHATE - 500 LBS/ACRE OF 20%ANALYSIS <c
MULCH - 2 TONS (±80 BALES) STRAW/ACRE June -Sept.t Tau Fescue ZOO lbs/acre a
5 g
ANCHOR - USE LIQUID ASPHALT @ 400 GALS/ACRE and Browntop Millet'(nurse crop) 35 lbs/acre
or Sorghum-Sudan Hybrids (nurse crop) 303slacro
OR EMULSIFIED ASPHALT @ 300 GALS/ACRE N
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0 DRAINAGE INLET ® WATER MANHOLE R/W RIGHT-OF-WAY FFE FINISHED FLOOR ELEVATION PROVIDING SERVICES FOR
00 PROP. COR. FOUND ® POWER POLE El FIBER OPTICS BOX OTP OPEN TOP PIPE BFE BASEMENT FLOOR ELEVATION METRO ATLANTA, PROJECT
RALEIGH-DURHAM,
• 5/8" REBAR SET LIGHT POLE Q TELEPHONE MANHOLE CTP CLOSED TOP PIPE GFE GARAGE FLOOR ELEVATION &CENTRALFLORIDA R21301 O1
O COMPUTED POINT POWER POLE O POWER MANHOLE RB REBAR SUBJECT PROPERTY LINE FilCXJ •IDARY. 802RALENW-DURHA ,
❑❑ R/W MONUMENT W/LIGHT • OUTFLOW STRUCTURE CONC. CONCRETE —--— ADJOINING PROPERTY LINE
*. FIRE HYDRANT -< GUY WIRE © CABLE BOX EOP EDGE OF PAVEMENT -W- WATER LINE zone,Inc, SURVEYORS,ENGINEERS #109,RALEIGH,NC 27612
❑w WATER METER ❑E POWER METER m TELEPHONE BOX OH OVERHANG -S- SEWER LINE BSL BUILDING AND LAND PLANNERS [phone]
* WATER VALVE El ELECTRIC BOX CNT. CANTILEVER -G- GAS LINE SETBACK LINE
A/C UNIT HARDWOOD TREE WWW.BOUNDARYZONE.COM ©COPYRIGHT 2023
Q MANHOLE DB DEED BOOK -C- CABLE LINE AG ABOVE GRADE SHEET
FIRM NUMBER:C-3534 BOUNDARY ZONE,INC. 2 OF 3
® CLEAN OUT SIGN El GAS METERBM Co
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LEGEND .' JUNCTION BOX LU FLARED END SECTION N/F NOW OR FORMERLY CLF CHAIN LINK FENCE
un DRAINAGE INLET ® WATER MANHOLE R/W RIGHT-OF-WAY FFE FINISHED FLOOR ELEVATION PROVIDING SERVICES FOR
OO PROP. COR. FOUND n POWER POLE LI FIBER OPTICS BOX OTP OPEN TOP PIPE BFE BASEMENT FLOOR ELEVATION . - -- 4\ METRO ATLANTA, PROJECT
RALEIGH-DURHAM,
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O COMPUTED POINT g POWER POLE OO POWER MANHOLE RB REBAR ' \SUBJECT PROPERTY LINE BOU DA &CENTRAL FLORIDA
O❑ R/W MONUMENT W/LIGHT OUTFLOW STRUCTURE CONC. CONCRETE ---- ADJOINING PROPERTY LINE _ 8024 GLENWOOD AVENUE
*. FIRE HYDRANT -( GUY WIRE © CABLE BOX EOP EDGE OF PAVEMENT -W- WATER LINE zone,ine. AND AND P ANNERSRS #109,RALEIGH,NC27612
0 WATER METER 0 POWER METER m TELEPHONE BOX OH OVERHANG -S- SEWER LINE BSL BUILDING [phone]
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