NCC242465_Site Plan or Location Map_20240815

VICINITY MAP
(NOT TO SCALE) � �
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0. Mr IN%�� SELF INSPECTION NOTICE: EROSION CONTROL NOTES: !�
"� EROSION AND SEDIMENT CONTROL NOTIFICATION OF LAND RESOURCES SEDIMENT AND EROSION CONTROL 1. EROSION CONTROL WORK INCLUDES ALL MATERIALS, INSTALLATION, ROUTINE
PEED RD.- SELF-INSPECTION PROGRAM: MAINTENANCE, ULTIMATE REMOVAL OF DEVICES, OFFSITE DISPOSAL OF SEDIMENT1
g APPROVED PLAN THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 REMOVED FROM THE DEVICES, AND STABILIZATION OF ALL DISTURBED SURFACES. ALL
SITE 1 TO REQUIRE THAT PERSONS RESPONSIBLE FOR LAND-DISTURBING WORK SHALL CONFORM TO THE REQUIREMENTS AND STANDARDS OF THE CITY OR NORTH
s w NC GRID
DATE ACTIVITIES INSPECT A PROJECT AFTER EACH STAGE OF THE PROJECT TO RALEIGH EROSION CONTROL OFFICE. NAD'83(2011)
MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION 2. REGULAR WEEKLY INSPECTIONS AND SPECIAL INSPECTIONS AFTER EACH RAINFALL NAVD'88
PERMIT NO. S- CONTROL PLAN IS BEING FOLLOWED. RULES DETAILING THE SHALL BE MADE TO OBSERVE THE CONDITION AND PERFORMANCE OF THE CONTROL
t DOCUMENTATION OF THESE INSPECTIONS TOOK EFFECT OCTOBER 2010. SCALE: 1' 60
„aa� wake County Environmental Services 1, MEASURES. IF ANY DEFICIENCY IS OBSERVED, CORRECTION ACTION SHALL BE
THE SELF-INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY IMMEDIATELY TAKEN.
SELF-MONITORING PROGRAM OF THE NPDES STORMWATER PERMIT FOR W N N N N
Sedimentation & Erosion Control 3. ALL SEDIMENT TRAPPING DEVICES SHALL BE CLEANED OUT WHEN THE -, o-N
CONSTRUCTION ACTIVITIES. THE FOCUS OF THE EROSION AND d N 7r vs
919-856-7400 SEDIMENTATION CONTROL MEASURES ACCORDING TO THE APPROVED ACCUMULATED SEDIMENT REACHES ONE-HALF OF THE DESIGNED SEDIMENT VOLUME. A O o o O
PLAN. THE INSPECTIONS MUST BE OCNDUCTED AFTER EACH STAGE OF THE 4. ALL DISTURBED AREAS NOT OTHERWISE STABILIZED SHALL BE SEEDED AND
�. PROJECT, AND CONTINUED UNTIL PERMANENT GROUND COVER IS MULCHED PER THE SEEDING SCHEDULE. ALL SUCH AREAS SHALL HAVE A VIGOROUS
pq�� ESTABLISHED IN ACCORDANCE WITH NCGS 113A-54.1 AND 15A NCAC GROWTH PRIOR TO ACCEPTANCE. N
c•flot>FIL• ENVIRONMENTAL CONSULTANT SIGNATURE 4B.0131. THE SELF-INSPECTION REPORT FORM IS AVAILABLE AS AN EXCEL 5. SEE STREET PLAN/PROFILE SHEETS FOR PIPE SLOPES AND ELEVATIONS, DITCH
EFFECTIVE: SPREADSHEET FROM
LININGS,AND RIP-RAP APRON SIZES.
HTTP://WWW.DLR.ENR.STATE.NC.US/PAGES/SEDIMENTATION_NEW.HTML. U -(3
w
6. SEDIMENT TRAPS SHALL BE FIELD LOCATED WITH THE GUIDANCE OF THE CITY OF
IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM, PLEASE CONTACT o 0
RALEIGH EROSION CONTROL OFFICER. CLEARING LIMITS SHALL BE ADJUSTED a Q o z
THIS OFFICE AT [phone]. Z Q .21 q w o
SITE DATA ACCORDINGLY. 0 0 1-1 Wc. ¢ ' 2
- upWuvUi Q
ADDRESS 1404 SONG BIRD CREST WAY,RALEIGH,NC 27613 SITE DATA c Q U
PIN 0890-19-5025 ZONING:R-40W
� rwwCw7 U
AREAS 1.9 AC.182,612 S.F. MIN.LOT SIZE 40,000 SF j w 4
JURISDICTION WAKE COUNTY PRIMARY STREET 30'MIN wa' w
TOWNSHIP BARTON'S CREEK SIDE STREET 30'MIN c
RIVER BASIN NEUSE SIDE LOT LINE 15'MIN \
WATERSHED FALLS LAKE REAR LOT LINE 30'MIN /
WATERBODY INDEX 27-15-(2) BUILDING HEIGHT 35'MAX LOT 4
RECORDED DB 19332,PG 2570 IMPERVIOUS MAX 11,089 SF N/F
BM 2023,PGS 851-2 JANEEN & BARRY PIER LOT 3 / en
PER:BM 2023,PG 851-2,WAKE COUNTY PIN: 0890-19-2283 \ N/F /
GIS&UDO.NOTE: "RESTRICTIVE DB 19194, PG 1034 WARREN & DENISE MARSHALL LOT 16
COVENANTS MAY BE GREATER." BM 2017, PG 1615 PIN: 0890-19-5226
DB 17749, PG 757 N/F
/ BM 2017, PG 1615 BRIAN & JUDITH
MILLER
GENERAL NOTES: / PIN: 0890-19-9247 -� N en
3/4" OTP DB 17230, PG 2168
/ BM 1999, PG 942
1.TREE PROTECTION IS REQUIRED BY THE CITY/COUNTY PLANNING DEPARTMENT,TREE PROTECTION / (0.2' AG) /
CERTIFICATION MUST BE SUBMITTED TO THE CITY OR RALEIGH EROSION CONTROL DIVISION, AND TREE — �/ K/_ I \ 1
PROTECTION INSPECTION COMPLETED PRIOR TO LAND-DISTURBANCE PERMIT ISSUANCE. _ l rW" I S 86'36'24" E 529.47' TOTAL
2. IF AN OFFSITE SPOIL OR BORROW SITE IS UTILIZED,THE DISTURBED AREA MUST BE INCLUDED IN THE - &____ 720 1" SPIKE
3/4" OTP �, ��� `� (0.5' AG)
LAND DISTURBANCE PLAN AND PERMIT UNLESS ALREADY PERMITTED. (0.3' AG) /!J f'� 1.897 2C. o _ 3»3' •• , _ '•
/ 82,612 S.F. --
3. IF THE DISTURBED AREA EXCEEDS FIVE ACRES, AN IMPROVEMENT SECURITY WILL BE REQUIRED PRIOR �H% /� I `� •' ,' , • �
TO LAND-DISTURBING PERMIT ISSUANCE. / G .� ' PROP ROPosEb �`��•. =%� ',�o �; No,
r� j PORCHES HOUSE `. .. �.5°.' ,0 •�F' SILT p N � P . LOT 2 cA
� I. • PROP. PLAN PROP. ��� �1
4.THE NEUSE RIVER RIPARIAN AREA PROTECTION AND MAINTENANCE RULE (15A NCAC 2B.0233) \ FENCE / • ,r,` '°' qo o 1 N/F `J�:
OUTLETS • 1 DRIVE 4026A PORCH 3 .� • CCH RDU LLC
APPLIES TO ALL PERENNIAL AND INTERMITTENT STREAMS, LAKES, PONDS,AND ESTUARIES IN THE NEUSE /' w d c^
SEPTIC ��Sp• e 1; o PIN: 0890-19-5025 F+-I RIVER BASIN WITH FOREST VEGETATION ON THE ADJACENT LAND OR "RIPARIAN AREA". . • 'o FIELD ^° y' 0� iDB 19332, PG 2570
CON .'. ION • “D —s,
XV ••> NTRANCE ' • • • •,. _ _ _ ^��:' BM 2023, PG 851
5. SURVEY CONTROL WAS ESTABLISHED BY USING THE NORTH CAROLINA VRS SYSTEM. DATA SONG BIRD CREST WAY -- • • 1 • • 5' TREE & VEGETATIONS V'
WAS COLLECTED IN NAD-83 (2011)HORIZONTAL&NAVD-88 VERTICAL DATUMS. VARIABLE
RIABLE3,WIDTH
R/W �D/ 6 , A �N 885 924" W PROTECTION ZONE
• ••
(BM641) 5/8" RB N 86'44'33 W (BM 2023, PG 851) O
0
B 0.2' AG 200.11 3/4" OTP � o °
�� G ( ) �- CFI USH) N 86'42'32" W 325.95'� o Z o
3/4" OTP - zQv N
NOTES: z (0.2' Ac) 5 a a
THE SOLE PURPOSE OF THIS PLAN IS TO SHOW EROSION CONTROL MEASURES FOR LOT 2 SHOWN HEREON /� / \ LIMITS OF (0 3' AG) U r 0
DURING THE CONSTRUCTION PHASE OF HOME BUILDING. ALL MASS GRADING AND INFRASTRUCTURE HERE / \ EP it m \ DISTURBANCE / \
w co 42,264 S.F. O w
TO BE INSTALLED BY THE MASTER PLANS APPROVED AND INSPECTED BY THE MUNICIPALITY. ALL EROSION I / \ \`, LOT 36 / \ z w a
CONTROL MEASURES FOR GRADING AND INFRASTRUCTURE LIE WHOLLY WITH THE DEVELOPER. k ( N/F x w
MARK & BERNADETTE PICKLES cip) U C7 U Z
CONTOURS SHOWN HEREON TAKEN FROM WAKE COUNTY GIS. I I I PIN: 0890-18-5807 LOT 37 ' a z x
3/4" OTP DB 4883, PG 497 N/F LOT 38 F 0 z O 0 F~
I LOT 4 (FLUSH) BM 1986, PG 2126 CYNTHIANBIZZELL & w u U O
JIM & CECILIA EDGAR
II N/F PIN: 0890 18 6970 MELINDA CAMPBELL Q w Z
I,WATTS B.FEARRINGTON,JR.,HEREBY CERTIFY THAT I c CCH RDU LLC x DB 6257, PG 59 O r� x
PIN: 0890-18-2863 \ DIN: 08 4, 1G H H
THIS MAP WAS DRAWN UNDER MY SUPERVISION FROM BM 1986, PG 2126 / DB 15284, PG 2582 \ �� a� E. O w �"
\ \ DB 19407, PG 522 w v, U a Z AN ACTUAL SURVEY MADE UNDER MY SUPERVISION BM 2023, PG 851 \
/ BM 1986, PG 2126 \ rr' o d O
(DEED DESCRIPTION RECORDED IN BOOK 19332,PAGE r� U
2570,OR OTHER REFERENCE SOURCE);THAT THE \ U ., O w
BOUNDARIES NOT SURVEYED ARE INDICATED AS \
x I \ ° P4 >-1
DRAWN FROM INFORMATION IN MAP BOOK 2023,PAGE , z / N
851,OR OTHER REFERENCE SOURCE SHOWN HEREON; 131:01
\ Z F�
THAT THE RATIO OF PRECISION IS GREATER THAN \ c(i) 0
1:10,000+;AND THAT THIS MAP MEETS THE I REQUIREMENTS OF THE STANDARDS OF ) PROPOSED IMPERVIOUS ov
PRACTICE FOR LAND SURVEYING IN (\� CAROB x SURFACE SUMMARY .74
NORTH CAROLINA(21 NCAC 56.1600). 0 ESS/ Z4/ AREA - SQ. FEET
THIS 19TH DAY OF JANUARY,2024. OF Oti 9 LOT TOTAL - 82,612 LINE BEARING DISTANCE
ce y E/GRAVEL — 523 A-B N 76°40'07" E 70.01'
SEAL + * P/HOUSE - 3,395 B-C N 30°10'10" E 8.78'
x P/PORCHES - 654 C-D S 10°03'03" E 11.31'
r L-3468 P/STEPS — 57 O
O �� 3/4" OTP P/CONC. — 3,576
D-E S 32°05'12" W 46.12'
!) --/ �/ J, 2p ��l \ +� X 0.2' AG) P/HVAC — 9 E-F S 31°29'27" W 36.36' CA
�,.Lw ` �; ' `� . SUR Off' ( MAXIMUM: 11,089 SF F—G N 06°26'59" E 9.02'
'cEARR1NG\ \ / >` PROPOSED: 8,214 SF G-H N 53°15'53" E 7.91'
WATTS B.FEARRINGTON,JR.,PLS-3468 i
REMAINING: 2,875 SF H-I S 60°04'50" W 22.84'
I-J S 38°24'24" W 23.80'
J-K S 26°34'36" W 42.12'
LEGEND Ce JUNCTION BOX 1---ci FLARED END SECTION N/F NOW OR FORMERLY CLF CHAIN LINK FENCE
❑® DRAINAGE INLET ® WATER MANHOLE R/W RIGHT-OF-WAY FFE FINISHED FLOOR ELEVATION
O PROP. COR. FOUND ® POWER POLE Fo FIBER OPTICS BOX OTP OPEN TOP PIPE BFE BASEMENT FLOOR ELEVATION PROVIDING SERVICES FOR METRO ATLANTA, PROJECT
• 5/8" REBAR SET * LIGHT POLE Q TELEPHONE MANHOLE CTP CLOSED TOP PIPE GFE GARAGE FLOOR ELEVATION SF SILT FENCE RALEIGH-DURHAM,&CENTRAL FLORIDA R23253-01
O COMPUTED POINT g POWER POLE OO POWER MANHOLE RB REBAR SUBJECT PROPERTY LINE SILT FENCE [63411DARY 8024 GLENWOOD AVENUE,#109,RALEIGH,NC 27612
❑❑ R/W MONUMENT W/LIGHT OUTFLOW STRUCTURE CONC. CONCRETE ADJOINING PROPERTY LINE OUTLET [phone]
A. FIRE HYDRANT -C GUY WIRE © CABLE BOX EOP EDGE OF PAVEMENT -W- WATER LINE zone,Inc. SURVEYORS.ENGINEERS
❑w WATER METERND LAND PLANNERS
❑E POWER METER COm TELEPHONE BOX OH OVERHANG -S- SEWER LINE BSL BUILDING CONSTRUCTION ©COPYRIGHT 2024
r(g1 WATER VALVE CI ELECTRIC BOX CNT. CANTILEVER -G- GAS LINE SETBACK LINE BOUNDARY ZONE,INC.
HARDWOOD TREE ENTRANCE WWW.BOUNDARYZONE.COM SHEET
Q MANHOLE El A/C UNIT DB DEED BOOK -C- CABLE LINE AG ABOVE GRADE ALL RIGHTS RESERVED .....A.FIRM NUMBER:C-3534 1 OF 3
® CLEAN OUT CI GAS METER PINE TREE BM BOOK OF MAPS -T- TELEPHONE LINE BG BELOW GRADE
SIGN c� GAS VALVE PG PAGE -250- CONTOUR LINE /

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NPDES Stormwater Discharge Permit for Construction Activities(NCGO1) NCDENR/Division of Energy,Mineral and Land Resources
Local Seeding Schedule ,n
(per Wake Soll and Water District) O
o O
STABILIZATION TIMEFRAMES 0, pa
Perminant Seeding: Shbulders.Side Ditches and Slooes(max 3:1I o j N
(Effective Aug.3,2011) PI VD
O
Hii F4 Oa
__ Ise Planting Rate U o
SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS r;//, F
Aug.15-Nov.1 Tat@ Fescue 200 lbs/acre x
SEEDBED PREPARATION: C °� W
Nov.1•Mar.1 TeM Fescue 200 lbs/acre
tip Perimeter dikes,swales,ditches,slopes 7 days None 2 Z C a
and Abruzzi Rye'(nurse crop) 251bstacre U O
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL THREE INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE. C 1 x x ,
Mar.1-Apr15 Tall Fescue 20DIbs/acre `J
2. RIP THE ENTIRE AREA SIX INCHES DEEP. Apri115-June so Hulled CommonBermudegrass 151bs/acre U w U z U
z ° x
Airilltil High Quality Water(HOW)Zones 7 days None O I4 Fr
3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. /j, H x
Perminani Seeding: Slopes 3.1 tiplo 2:1 /—� O
4. APPLY AGRICULTURAL LIME, FERTILIZER AND SUPERPHOSPHATE UNIFORMLY AND MIX SOIL (SEE MIXTURE). 0
Aug.15-Nov. Tell Fescue 200 lbs/acre �� ', O W
and Swinge Lespedeza(unhulled,unscarified) so to 70lbs/acre Slopes If slopes are 10'or less in length and are
5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED FIRM REASONABLY UNIFORM SEEDBED IS PREPARED FOUR TO SIX INCHES DEEP. pes steeper than 3:1 7 days p g U ,_
not steeper than 2:1,14 days are allowed. CA w
6. SEE ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING. Nnv.i-Mar.1 TaliFescu 2001bslacre a ua a '6 O
and ericea Lespedeza(unhulled,unscarified) GO to 70 lbs/acre CD u O
7. MULCH IMMEDIATELY AFTER SEEDING; ANCHOR MULCH. and Abruzzi Rya 251bs/acre H
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. ry Pa N U
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN PLANTING SEASON, IF POSSIBLE. IF STAND and SericaaLespadaza(snarlfied) 40to50lbs/acre
�+� Z O
SHOULD BE OVER 60% DAMAGED, RE-ESTABLISH FOLLOWING THE ORIGINAL LIME, FERTILIZER, AND SEEDING RATES. Mar.15- re WeepingLovegrass 1olbs/acre W O ,�
and Senses 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. o�
9. APPLICATION: March 15-June 3o Hulled Common Bermudagrass 15 lbs/acre
AGRICULTURAL LIMESTONE - 2 TONS/ACRE and SericeaLespedeza(scarified) 40to501bs/acre
FERTILIZER- 10 -10-10 ANALYSIS @900 LBS/ACRE Temporary Seeding
SUPERPHOSPHATE - 500 LBS/ACRE OF 20%ANALYSIS I--I
MULCH - 2 TONS (±80 BALES) STRAW/ACRE June 1-Sept,1 Tall Fescue 200 lbs/acre O
ANCHOR- USE LIQUID ASPHALT @ 400 GALS/ACRE and Browntop Millet'(nurse crop) 35lbsiacce CA
OR EMULSIFIED ASPHALT @ 300 GALS/ACRE or Sorghum-Sudan Hybrids'(nurse crop) aolaslacre �
LEGEND JB JUNCTION BOX fI FLARED END SECTION N/F NOW OR FORMERLY CLF CHAIN LINK FENCE
ilil DRAINAGE INLET ® WATER MANHOLE R/W RIGHT-OF-WAY FFE FINISHED FLOOR ELEVATION
a0 PROP. COR. FOUND (D POWER POLE ro FIBER OPTICS BOX OTP OPEN TOP PIPE BFE BASEMENT FLOOR ELEVATION PROVIDING SERVICES FOR METRO ATLANTA, PROJECT
• 5/8" REBAR SET 4_ LIGHT POLE Q TELEPHONE MANHOLE CTP CLOSED TOP PIPE GFE GARAGE FLOOR ELEVATION SF SILT FENCE RALEIGH-DURHAM,&CENTRALFLORIDA R2325-01
O COMPUTED POINT g POWER POLE O POWER MANHOLE RB REBAR SUBJECT PROPERTY LINE SILT FENCE 6ousiDARY. 8024 GLENWOOD AVENUE,#109,RALEIGH,NC 27612
❑❑ R/W MONUMENT W/LIGHT OUTFLOW STRUCTURE CONC. CONCRETE ADJOINING PROPERTY LINE OUTLET ! - [phone]
AL FIRE HYDRANT -CGUY WIRE © CABLE BOX EOP EDGE OF PAVEMENT —W— WATER LINE "•�'•' SURVEYORS,ENGINEERS
zones InC. AND LAND PLANNERS
❑w WATER METER ❑E POWER METER CO TELEPHONE BOX OH OVERHANG -S- SEWER LINE BSL BUILDING CONSTRUCTION `acR° °' ©COPYRIGHT 2024
WATER VALVE o ELECTRIC BOX CNT. CANTILEVER —G— GAS LINE SETBACK LINE ENTRANCE BOUNDARY ZONE,INC.
HARDWOOD TREE WWW.BOUNDARYZONE.COM SHEET
Os MANHOLE El A/C UNIT DB DEED BOOK -C- CABLE LINE AG ABOVE GRADE ALL RIGHTS RESERVED
FIRM NUMBER C-3534j .,.. 2 OF 3
` ® CLEAN OUT © GAS METER PINE TREE BM BOOK OF MAPS -T- TELEPHONE LINE BG BELOW GRADE
\` SIGN Co GAS VALVE PG PAGE -250- CONTOUR LINE

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