SW5120202_APPROVED PLANS_20120402

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW„
DOC TYPE
El CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
YYYYMMDD

(VICINITY MAP
N.T.S
KjwFLEX WAREHOUSE -EXPANSION
SITE PLANS
SITE DATA
OWNER
NODA LLC
STREET
334 BLACKWELL STREET,
SUITE B011
CITY
DURHAM, NC 27701
PHONE NUMBER
919.697.8919
DESIGNER:
BOBBITT DESIGN —BUILD, INC
ATTN: BLAIR PITTMAN, PE
(24438)
STREET
600 GERMANTOWN ROAD
CITY
RALEIGH, NC 27607
EMAIL ADDRESS:
bpittman®bobbitt.com
PHONE NUMBER
919.851.1980
TAX MAP OR PIN NUMBER
1852-42-3264; PORTION
OF
1852--43-2186 (TO BE RECOMBINED)
TOTAL SITE ACREAGE
15.01 ACRES
JURISDICTION
TOWN OF YOUNGSVILLE
ZONED
MI (MEDIUM INDUSTRIAL)
WATERSHED
NEUSE RIVER BASIN
WATERSHED OVERLAY
N/A
EXISTING USE
WAREHOUSE
PROPOSED BUILDING USE
WAREHOUSE
BUILDING HEIGHT
t31.OFT (50FT MAX)
BUILDING SETBACKS:
FRONT 50FT
SIDE 50FT
REAR 5OFT
BUFFERS:
FRONT 30FT PARKING
/INTERNAL DRIVE SETBACK
SIDE 1OFT PARKING
/INTERNAL DRIVE SETBACK
REAR 1OFT PARKING
/INTERNAL DRIVE SETBACK
EXISTING IMPERVIOUS
TOTAL
BUILDING AREA (TO REMAIN) —
521191 SF
VEHICLE PVMT. AREA (TO REMAIN):
18,405 SF
VEHICLE PVMT. AREA (TO BE REMOVED): 45,660 SF
TOTAL EXISTING IMPERVIOUS
116,256 SF
/17.8 % imperv.
PROPOSED IMPERVIOUS
TOTAL
BUILDING AREA —
160,400 SF
VEHICLE PVMT. AREA:
54,542 SF
NON -VEHICLE PVMT. AREA:
907 SF
TOTAL PROPOSED IMPERVIOUS:
215.849 SF
/33.0 % imperv.
TOTAL EXISTING & PROPOSED IMPERVIOUS: 286,445 SF
/43.8 % imperv.
MAXIMUM IMPERVIOUS ALLOWED:
457,684 SF
/70.0 %
DISTURBED/DENUDED AREA
13.1 ACRES
PARKING REQUIREMENTS:
REQUIRED:
= 100
WAREHOUSE (1 PER EMPLOYEE MAX
SHIFT)
EXISTING SPACES
= 190
HANDICAP SPACES REQUIRED/EXISTING/PROPOSED
= 6/2/6
SEE OVERALL SITE PLAN SHEET C1.0
FOR (4) NEW HANDICAP SPACE
LOCATIONS.
NOTE:
1. BOUNDARY, SURVEY AND TOPOGRAPHIC INFORMATION PROVIDED BY
NIALL GILLESPIE, PLS, GREEN LEVEL ROAD, APEX, NC
TELEPHONE NUMBER: 919.387.0208 DATED: NOVEMBER 30, 2011.
INDEX
OF SHEETS
SHEET . NUMBER
DESCRIPTION
C0.0
COVER SHEET
C0.1
EXISTING CONDITIONS
C1.0
OVERALL SITE PLAN
C1.1
STAKING PLAN
C2.0
EROSION CONTROL PLAN — PHASE 1
C2.1
EROSION CONTROL PLAN = PHASE 2
C3.0
GRADING PLAN
C3.1
DRAINAGE AREA PLAN
C4.0
UTILITY PLAN
C5.0
RESERVED
C6.0
RESERVED
C7.0
DETAIL SHEET
C7.1
DETAIL SHEET
C7.2
DETAIL SHEET
FLOODPLAIN INFORMATION
THIS SITE IS NOT IN ANY SPECIAL FLOOD HAZARD AREAS OR FUTURE CONDITIONS FLOOD HAZARD
AREAS AS SHOWN ON FIRM PANEL 37201.85200J PANEL 1852 DATED 16 JANUARY 2004
PROJECT NARATIVE:
THIS PROJECT IS PROPOSED TO BUILD AN EXPANSION OF THE EXISTING K—FLEX
WAREHOUSE BUILDING WITH NEW TRUCK LOADING AREA AND ACCESS DRIVE. STORMWATE
FROM THIS PROJECT DRAINS TO (2) SEPARATE BIORETENTION CELLS (BMP). THIS
PROJECT IS LOCATED IN A COUNTY 'TIPPED' INTO THE STATE
OF NORTH CAROLINA'S PHASE II STORMWATER PROGRAM REQUIRING 85% TSS REMOVAL.
THERE ARE NO KNOWN SPRINGS OR ROCK OUTCROPS OR OTHER SPECIAL SITE
FEATURES AND ALL EROSION CONTROL IS DESIGNED PER STATE OF NORTH
CAROLINA EROSION CONTROL DESIGN MANUAL STANDARDS
PROJECT LOCATION:
THIS PROJECT. IS LOCATED IN THE TOWN OF YOUNGSVILLE NORTH CAROLINA ON
NOMACO DRIVE, OFF OF SOUTH CROSS STREET, PART OF THE EXISTING
K—FLEX WAREHOUSE BUILDING.
APPROVEDF.OR
PERMITTING
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s quired by irlc, stormw a e , ��rrr :t r �; t ..afUliq„
J45 require
hSPOtt during G.0llGtr(V''iCrl cr;°€ �fy rc.x1forrni#y witl' t
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27 JAN 2012
1469-0229
REVISIONS COVER
No. DATE DESCRIPTION REV. BY SHEET
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EX. TREE LINE N/A `
PREDp FRED 0.. HEIRS
1 EX. MH f r ' PIN: 1852--43 186
I EX. �IP RAP , PUMP LIFT SATION / / EX. TREE LINE
/ TOP=466:9' -�-' ) � � , f � � �X R
INV 4�1.4' �23 TP PE 'FORCED MAIN f 1+ / NEW 2EE LINE \ \ \
! / TIE-IN DINT F NEWLNCE
/ } \ \ EBM MO47 M NEW TREE LINE
592 7' FENCE WITH E STING F` h CO CRE71�
\ \
g18� PAR NG/INT_, NRIVE-SETiAC1K�
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/\ ,�. €X_f#, __- _..� -- ~ �� 8 �\ �\ \ FHA 1 `�
X. WV � SEX. EX. �--- EX. LPG r— ._.` EX EX�
J� EX 10 PVC WATERLIN ` \ in \
_ �,— TING GRAVEL DRIV�(TO REMAIN) EX. EO `��� \ \ \
50FT BUILDING SETBAK ` \ \
N
] fX. WV° 1 f \
4 X. 80X EX: THERMAL �
EX. SHED
� HEATING STATION ° F 1
EX. CONC.
EX. TREE LINE
rn\ � EX. 4'° PIPE EX.`iiSX D EX. DS ` � i
—N��6 i � � (TO BE REMOVED)..
EX. ELECTRIC 1 4 t 1
I. /VENTILATION EX. SPRINKLER y EX. TREE LINE � E)E Tf�EE .LINE
SHED RISER T BE k (TO BE RE#AOV D) / 1
REMOVt(D4 NOTE: EX. ENCE
X. 8" WATERLINE (TO BE RELOCATED)
F(TO BE RELOCATED) �. I ` \ /EX / / 1
DOORNG j EX. LP \ as (TO /BE REMOVED)
i I TO BE REMOVE
EX. OF R .(TO BE REMOVED)
TYP OF HA CHED ARFA {
EX. CHAIN NK ENCE WITH BARBED WIRE F,p�I'T �� !
IOX10NOHD X \I(TOSAFERL LOCATION-OR....E DOWN, AND -J � �i`�90 �.� p5 % �Y � � _47� l 1
� OJ � �- � �� EX. DIRT
CH
EX. FF � �EREMOVED) �� r_ f. �� % \ I — __-
EX. GRAVEL (TO BE REMOVED) EX. TREE LINE �~ \ / / I —�74— -�
TYP OF HATCHED AREA I EXISTING PROPERTY
f -4 � TO BE REMOV / J
I , ( z ' -AND LOLIK TS AND 2 RECOMBINED
EXISTING DOOR TO
BE REMOVED
l ``O
RELOCATE EX. 10" PVC --------
BUILDING
WATERLINE AROUND PROPOSED /r G� l �� _� EX. OVERHEAD ELECTRIC
EXPANSION I r L,,/
EX.TRAILER -TlP F LOT\� //� O (TO BE REMOVED)
(TO BE REMOVED -BY OWNER} i I cn
1 O.O 1 �A� �- �\ - \ �` �� 4 �_ ��-
I PIN: 18 2--4=2- ��� 70 �I \
�z EX. 1 STORY WAREHOUSE "yy ` \r ����'' �. I �r a LOTe2 c
f 196,000SF I I I '. - �����- __ —�� \ y� N/F NODA LLC
o� 5.00sEgES
o�Pft 1852-43-2186(PORTION)` R
REMOVE EXISTING 3' x 7'
DOOR & REPLACE w/
NEW 10 x 10 OHO
PIPE STUB /EX. DITCH
EX. TH#1 HUB SET=465.62' / (TO BE REMOVED) _ I PP 41
-
1Q.5"OD PLA. WATER J J ! ` p� _(O BE REMOVED) ` \• \ w m
DEPTH=2.94 TOP ELEV=462.68'--
�X. 8" WATERLIN X -� _� y__ _�8.
TO BE REMOVED l 4 i� 1 1 - ` - EX. PP ��4s5 x
gZ / �4�i �� \� N/A
HUi� SET=a6fi. ' REMOVED) [ 1 �y �� EDDY, FRED O. HEIRS
8.5 OD PLABg WATER 4 !f _ _
OPTELEM61.07' y- / f {TO TBE-RE#OaED}� C`��4 \ PIN: 195 D.B S3'4 58 PORTION
I DRAIN PIPEpC ` \
EX. SPRINKLER RISER (10 (TO BE REMOVED)EX. LP
(RELOCATE TO GRADE) X :l: EX. TREE LINE
AN. METAL STAIRS \ (TO BE REM D
X EX. FH & EX. 1yV_ �__� i -� _r ` � `�
TQ BE FIDUGHT UP �- - l J� r- aS� \ \ \
EX. BO- LD �� ` I
{TYP OF 2 X TO �1NISIS fEs
EX. CONCRETE
EX _LOC
EX. GRAVEL (70 BE REMOVED) J '
TYP OF HATCHED AREA
EX. ASPHALT ✓ `� �� -� �� _ ' ~� I I (" \ 1
ay
I EX- AS
V0 BE REMOVED)
TYP OF HATCH D AREA
�_EOP
EX. OVERHEAD ELECTRIC k _� �— '_-=`�` = -��� �� I I _ P 0. PP a '� H
NOTE: EX. FENCE EX. PP 4 t ~
\ \ �— E E (TO REMAIN) O}{���NPPVC WATERLINE) i i I ,� — =-1 04-L�'� r P /
SOFT BUILDING SETBACK �` �� r EX r�_,parr , I J \ E �0i.{ f
..�% �� �(T�BE REMOVEp� 7/ j r�E� H ��.—OVAE�0� \
-�F PARKING/INTERNAL DRIVE SETBAC �_ / L
�_ —�+q► FX. �RHEAD ELECTRIC
ovi
—te a r E HE OME I~ �ffC� �— --�� _ X, PP
S 48'04'09"W.Boom `_ �� �� � wiww�� �r-�, ""�'
587.88' X. ONE
TREE LINE C1
0 BE REMOVED) _ 236.75'
TR E LINE --- — ro�
TIE-IN POINT FOR NEW swoop
FENCE WITH EXISTING FENCE SEABOARD AIR LINE R�
RAILROAD
So' RAW
CALL BEFORE YOU DIG!
NORTH CAROLINA LAW. REQUIRES NOTIFICATION OF
THE UNDERGROUND FACILITY OWNER NOT LESS
THAN TWO (2) BUT NO MORE THAN TEN (10)
WORKING DAYS PRIOR TO EXCAVATION OR
DEMOLITION
RTH CARO IN
$ www.nc8ll.org
1-800-632-4949
North Carolina One -Call Center Inc.
...r o 25 so 100 150
EX. SANITARY SEWER
LINE
BEARING
DISTANCE
L 1 A
N 03'27'58"W
23,90'
EX. WATER LINE
L 18
N 01'46'41 "W
24.02'
CURVE
DELTA ANGLE RADIUS
ARC TANGENT CHORD CHORD BEARING
G 1
04'46'52" 4960.00'
413.90' 207.07' 413.78' S 45'40'43"W
C 2
07'41'37" 2457.91'
33O.04' 165.27' 329.79' S 38'01'36"W
APPROVED FOR
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REVISIONS
No.
DATE
DESCRIPTION
REV. BY
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22 FEB 12
REV. SCALE BAR AND
REV. EX. WATERLINE LOCATION
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PREDDY, FRED O. HEIRS
PIN: 1852-43-2186 — PORTION
j D.B. 534-58
f!!! o 9 w y
PROPOSED 20FT BMP 3 .
ACCESS EASEMENT Zf} rrr
ot�h °o PROPOSED VARMLE WIDTH
TIE—IN POINT FOR NEW BMP EASEMENT
FENCE WITH EXISTING FENCE SEABOARD AIR LIME
womom
gUIP&&EN TABLE WIDTH 80'L RO/W
AD
LINE BEARING DISTANCE
f L 1A N 03'27'58"W 23.90'
L 113 N 01'46'41 "W 24 02'
SYMBOL LEGEND
EXISTING
PROPOSED
WATER METER
❑
■
SANITARY SEWER MANHOLE
Q
CLEAN OUT
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O
POWER POLE
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FIRE HYDRANT
+
WATER VALVE
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BLOWOFF ASSEMBLY
O-0
BON
TEMPORARY BENCHMARK}
EXISTING OVERHEAD
OHE
ELECTRIC
EX. SANITARY SEWER
EX. WATER LINE
SILT FENCE
CURVE DELTA ANGLE RADIUS ARC TANGENT CHORD CHORD BEARING
C 1 04'46 52 4960.00 413.90 20TO7 413.78' S 45'40'43"W
C 2 07 41 37 2457:3 I 330.04 165.27 329.79 S 38 01 36 W
APPROVED FOR
PERMITTING
CALL BEFORE YOU DIGI
NORTH CAROLINA LAW REQUIRES NOTIFICATION OF
THE UNDERGROUND FACILITY OWNER NOT LESS
THAN TWO (2) BUT NO MORE THAN TEN (10)
WORKING DAYS PRIOR TO EXCAVATION OR
DEMOLITION
RTH CARO IN
811 www.nc8ll.org
1-800-632-4949
North Carolina One -Call Center Inc.
0. 30 60 120 180
REVISIONS
No.
DATE
DESCRIPTION
REV. BY
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22 FEB 12
REV. SCALE BAR
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OVERALL
SITE PLAN_
C1.0
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N/A
PREDDY, ED 0. HEIRS
X. MH PIN: 1852-43-2186
EX. RIP RAP PUMP LIFT SATION
TOP=466.9'
tJV F 5 OUT=464. V
= 6t.4 2 PIPE FORCED MAIN
LTIE-IN POINT FOR NEW
592.67' FENCE WITH EXISTING FENCE
EX • ��'� J
now N 44'
el EX. LP�~ - 10 PARKING/INTERNAL DRIVE SETBACK
/-- NEW GRAVEL DRIVE TO TIE IN FLUSH
/ WITH EXISTING DRIVE EX. Dj ROAD
BEGIN TAPER TO TIE TO EXISTING
GRAVEL DRIVE
GENERAL
1. BOUNDARY, SURVEY AND TOPOGRAPHIC INFORMATION PROVIDED BY
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.
NIALL GILLESPIE, PIS, GREEN LEVEL ROAD, APEX, NC
TELEPHONE NUMBER: 919.387.0208 DATED: NOVEMBER 30, 2011.
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2. NO FREE STANDING SIGNS ARE PROPOSED AS PART OF THE DESIGN. I
F
NEW FREE STANDING SIGNS ARE REQUIRED IN THE FUTURE, IT WILL BE
PERMITTED .SEPARATELY.
3. ALL DENUDED AREAS NOT COVERED WITH IMPERVIOUS
SURFACE OR NOTED LANDSCAPING TO BE PERMANENTLY SEEDED.
4. CONTRACTOR SWILL SECURE ALL NECESSARY PERMITS FOR
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CONSTRUCTION SHOWN ON THESE PLANS.
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5. ALL DIMENSIONS AND STAKING POINT LOCATIONS ARE TO EDGE
5
OF PAVEMENT UNLESS OTHERWISE NOTED.
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6. ANY WORK SHOWN ON THESE PLANS THAT IS FOUND TO BE IN
CONFLICT WITH LOCAL ZONING SETBACK REQUIREMENTS SHALL BE
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IMMEDIATELY REPORTED TO THE CIVIL ENGINEER FOR ADJUSTMENT.
7. LOCATIONS FOR EXISTING UTILITIES SHOWN ON THESE PLANS ARE
TBM3 MON
APPROXIMATE, CONTRACTOR SHALL CALL UTILITY LOCATOR TO VERIFY THE
EL=477.24'.
LOCATION OF ALL EXISTING UTILITIES.
o_
EX. CONCRETE
MONUMENT
8. CONTRACTOR SHALL AT ALL TIMES MAINTAIN ADEQUATE SAFER'
r, EX. FH�^�
` EX.
MEASURES, ACT MES, AND BARRICADES FOR E ROTE OF ALL
i
PERSONS ON OR ABOUT THE LOCATION OF THE SITE.
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Ex. WV
~~~ EX.FH
9. CONTRACTOR SHALL INSTALL SIGNS, AND CONSTRUCT NECESSARY
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-
EX. LPG �� --x x-,max x`x < "x-;x�--x
X X X
--
RAMPS, AS PER THE NORTH CAROLINA STATE BUILDING DE, FOR L
-_�
-- x
TING GRAVEL bRIV1��T0 REMAIN) EX. EO
X x X X X X- X
F
:..
�� 5QFT BUILDING SETBACK
X. BOX
\
.....: ....,:. ::
HANDICAPPED PARKING SPACES, AS PER ADA COD
IDENTIFIED �
1)REGAR BLESS OF AGE, ALL ACCESSIBLE SPACES SHALL BE ID
Ex. THERMAL
..
N
- j. �
-
ABOVE GROUND SIGNS ONLY; 2) NEW SPACESSHALLNOT USE
---
L_: HEATING STATION
EX. SHED
EX. CONC.
mwm
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GROUND -PAINTED SYMBOLS; 3) .ACCESSIBLE SPACES ARE REQUIRED TO B
Ex. D-
STRIPED OFF ONLY. 4) STRIPING IS WHITE ON DARK PAVEMENT; BLACK 0
Ex.-1' S- Ex-
LIGHT PAVEMENT.
EX. ELECTRIC
I /VENTILATION
EXIT
m
11. INSTALL DIRECTIONAL ARROWS. LANE MARKINGS,
SHED
MARKING PAINT ACCORDING
ETC. AS SHOWN ON THE PLANS WITH TRAFFIC I
THE MANUFACTURER'S SPECIFICATIONS. USE WHITE PAINT.
401-2" 1h
TO
Fs
d
X
12. ALL CONSTRUCTION TO BE PERFORMED TO TOWN OF YOUNGSVILLE
STANDARDS, SPECIFICATIONS AND DETAILS.
SYMBOL LEGEND
EXISTING
PROPOSED
WATER METER
EI
SANITARY SEWER MANHOLE
O
.
CLEAN OUT
O
O
POWER POLE
FIRE HYDRANT
¢
WATER VALVE
04
W*4
BLOWOFF ASSEMBLY
°-
BO"
TEMPORARY BENCHMARK
EXISTING OVERHEAD
OHE
ELECTRIC
EX. SANITARY SEWER-�----
.
EX. WATER LINE
SILT FENCE
FOobSINGSEE ARCHITECTURAL CONNECTION TO EXISTING WALL S FOR DETAILS AT WIDE CONCRETE SIDEWALK
(TYP AT ALL REQUIRED EXIT DOORS
DROP INLET WITH TRAFFIC BEARING X
GRATE TOP AND 2' WIDE CONCRETE COLLAR
EXISTING (TYP ALL DI IN GRAVEL PAVING)
1Ox10 OHb
X5' WIDE CONCRETE PAD
(TYP. NON -EXIT DOORS) X
EX. FF
468.10' 20GRAVEL PAVING (TYP OF HATCHED AREA)
8" C.A.B.C. W/ TENSAR 1X140 GRID REINFORCEMENT
EW 5' WIDE CONCRETE SIDEWALK X EXISTING PROPERTY
AND 10 BE REMOVED
(TYP AT ALL REQUIRED EXIT DOORS) LOTS i AND2 RECOMBINED
LOT 1 EXITLn
E
i 10.01 ACRES Q
PIN: 1852-42-3264 " 8
EX. 1 STORY WAREHOUSE PROPOSED BUILDING EXPANSION
f 196 OOOSF (SEE ARCHITECTURAL PLANS FOR DETAILS) LOT 2 0
N/F NODA LLC
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F.F.E. 468.1 (EX.) o f160,400SF 5.00 ACRES
F.F.E. 468.1 NEW FH PIN: 1852-43-2186(PORTION)LO
o SEE ARCHITECTURAL PLANS FOR sn
DETAILS AT CONNECTION TO EXISTING f rq
WALL NEW 6FT HIGH CHAIN LINK FENCE W/
Ex. t 1 /z" 3-STRAND BARBED WIRE TO MATCH x �
PIPE STUB WIDE CONCREI;E SIDEWALK EXISTING FENCE r
I(TYP AT ALL REQ D EXIT DOORS) o O1
ONCRHE STAIRS
SEE Dtt�IAIL SHEET C7.1) X PERMANENT SEEDING AROUND BUILDING TO BE CENTIPEDE cn
LRASH WIMIPACTOR GRASS SEED. THE BEST TIME TO PLANT IS MARCH -MAY. M
OTH PLANT 1/4 TO 1 LB. PER 1000 SQ. FT. w
r,a - APPROX. 42,OOOSF TYP OF HATCHED AREAS. n
LL
(FOR ALL OTHER OPEN SPACE AREAS TO BE SEEDED
EAVY DUTY CONCRETE PAVEMENT z ' X INCLUDING STOCK PILE AREAS SEE SEEDING SCHEDULE AND N/A
6' THICK ON 4" ABC DROP INLET WITH TRAFFIC BEARING SEEDING PREPARATION ON DETAIL SHEET C7.0-) PREDDY, FRED 0: HEIRS
PIN: 1852-43-2186 - PORTION
"RATE TOP AND 2' WIDE CONCRETE COLLAR ``' D-B. 534-58
' EX- 2" DIA. (3,500 PSI) (TYP ALL DI IN GRAVEL PAVING) 4 NOTE: ADJACENT PROPERTIES ARE ZONED M1 WITH SIMILAR
DRAIN PIPE USES OR VACANT, THEREFORE PER TOWN OF YOUNGSVILLE
(11) 8' X 10' OHD's X UDO - SECTION 207, NO PERIMETER LANDSCAPE BUFFERS
EX.
TO GRADE) 1) 10' X 10' DHD ARE REQUIRED OR BEING PROPOSED.
(
AND LET AING AIRS EXIT
X. D X
EX BOLLARDS-��
(TYP OF 2) rn '
x (2) 6' WIDE SWING GATES IN
Ex. CONCRETE o X FENCE FOR ACCESS TO BMP
TR
11 X. EOC PERMANENT SOD IN BIORETENTION CELL TO BE WASHED
NEW ASPHALT PAVING EOC r BERMUDA 50D. (SEE DETAIL SHEET C7.2)
TO BE FLUSH WITH EXISTING EOP
EX. ASPHALT
MEDIUM DUTY ASPHALT PAVING
3" S9.5B SURFACE COURSE, ON
8" ABC (TYP HATCHED AREA) LAY
ASPHALT IN (2) EQUAL LIFTS. I x ;`'. ♦,f -% /` / ` i.
++ram ', �- i'. ' // /� 1. - 'f / i / / ,/•
Z.
i, / <- i ; o 8MP BIO--RETENTION 1
fir) o W FDREBA
// Y 8,174 SF
TbP GRASS 458.5Q
x, OVERHEAD ELECTRIC ' _ x�� x PONDING DEPTH _OHE
NOTE: EX. FENCE EX. PP - Ex. PP. (0)
(TO REMAIN) P BMP 810-RETENTION #2
t 10,600 SF TOP GRASS 460.0
50FT BUILDING OSETSACK PONDING DEPTH
-
x x-�y�Ef'OH EX. OVERHEAD. ELECTRIC
�x x x x--x x�xL� PARKING/INTER DRI SEfBAC k�
OHE��
E10 . X. PR H-OHE-OHE-OHE-OHE - DHE R W
HE OHE OHE HE OHE.
X. PP among", 1 °y
F
58788 09 W ..r �. i ...... �+
PROPOSED 20FT BMP 236.75 �� _� �•
C1 �
ACCESS EASEMENT z PERMANENT SOD IN BIORETENTION CELL TO BE WASHED
(2) 8' WIDE SWING GATES IN �I� X BERMUDA SOD.- APPROX 10.500SF (SEE DETAIL SHEET C7,2)
FENCE FOR ACCESS TO BMP o '
PROPOSED VARIABLE WIDTH
E N KIT FOR BMP EASEMENT OPINION
11 -1 POI NEW
SEABOARD AIR LINE R1W
FENCE WITH EXISTING FENCE
III
RAILROAD'
pMPpEvNIABLE WIDTH
LINE
BEARING DISTANCE. .
L 1A
N 03'27'58"W 23.90'
L 1 B
N 01'46'41 "W 24.02'
CURVE
DELTA ANGLE RADIUS ARC TANGENT CHORD CHORD BEARING
C 1
04'46'52" 4960-00' 413.90' 207.07' 413.78' S 45'40'43W
C 2
07 41'37" 2457.91' 330.04' 165.27'' 329.79' S 38'01'36W
APPROVED FOR
PERMITTING
CALL BEFORE YOU DIGI
NORTH CAROLINA LAW REQUIRES NOTIFICATION OF
THE UNDERGROUND FACILITY OWNER NOT LESS
THAN TWO (2) BUT NO MORE THAN TEN (10)
WORKING DAYS PRIOR TO EXCAVATION OR
DEMOLITION
RTH CARO IN
S 11 www,nc811.org
1-800-632-4949
North Carolina One -Call Center Inc.
0 25 50 100 150
REVISIONS
No.
DATE
DESCRIPTION
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Q
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STORM PRAINAGE CALCULATION AnpNS DESIGN STORM FREQUENCY - 10 YR do 100 YR. C - AS NOTED
n - 0.012 (RCP) RCP - REINFORCED CONCRETE PIPE M.H. - PRECAST MAN HOLE /RISER J.B. - JUNCTION BOX
n - 0.010 [HDPE) HDPE- HIGH DENSITY POLYETHELENE SMOOTH CORE. DOUBLE WALLED PIPE D.I. - DROP INLET
INV. IN INV. OUT REQ'D AVAIL
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SYMBOL LEGEND
EXISTING
PROPOSED
5
WATER METER
❑
■
SANITARY SEWER MANHOLE
Q
CLEAN OUT
O
O
POWER POLE
FIRE HYDRANT
WATER VALVE
0
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0-0
BOON
TEMPORARY BENCHMARK
+
EXISTING OVERHEAD
0HE
ELECTRIC
EX. SANITARY SEWER
--
EX. WATER LINE
SILT FENCE
EX. THERMAL EX. SHED �7.3 j
_ WV
i :, ....
HEATING STATION' F 4
PROJECT NARATIVE:
THIS PROJECT IS PROPOSED TO BUILD AN EXPANSION OF THE EXISTING K-FLEX
WAREHOUSE BUILDING WITH NEW TRUCK LOADING AREA AND ACCESS. DRIVE. STORMWATER
FROM THIS PROJECT DRAINS TO (2) SEPARATE BIORETENTION CELLS (BMP). THIS PROJECT
IS LOCATED IN A COUNTY 'TIPPED' INTO THE STATE.
OF NORTH CAROLINA'S PHASE II STORMWATER PROGRAM REQUIRING 85% TSS REMOVAL
THERE ARE NO KNOWN SPRINGS OR ROCK OUTCROPS OR OTHER SPECIAL SITE FEATURES
AND ALL EROSION CONTROL IS DESIGNED PER STATE OF NORTH CAROLINA EROSION
CONTROL DESIGN MANUAL STANDARDS
_ EX. DS \
�E4�1�K EX.�S~` EX.
EX_ ELECTRIC 67� 6 9 XI j
� TION 67.9 58.1 67.9
SHED
15" HDPE UNDERGROUND \
L ! l \
- ROOF DRAIN PICK-UP
® 1% MIN. _ \ �' JEMPORARY SILT FENCE /
EE ARCHITEC U LL�N FO AILS AT \ SILT FENCE OUTLET
OI RNG. PONNECTION I E I NG WA�L ` WIDE CONCRETE SIDEWALK _/ _!
18TYP AT ALL REQUIRED EXIT DOORS
4 GRAOTE OPIAN©TM2'�CCONCRIE COLLAR 6
EXISTING \ (TYP ALL Di IN GRAVEL PAVi G)___
10x10 OHD I I � 1 1 \ �- a` 4?6
! j t i 68.E
4 'X5' WIDE CONCRETE PAD
l ITYP. NON -EXIT DOOR x
468.10'. [ 20f GRAVEL PAVING (TYP OF I fiWCHED AREA �~
8- C.A.I�,C_ W/__TENSAR TK140 GRID_- REjI ORC6PE 9 - tGRASS OF SLI' FLAT BOT_T�I SWALE-®2'�
8N_'5' WIDE CONCRETE SIDEWALK\ _-LANE BOTTOM_IND_-x_ T '
_1TYP AT ALL REQUIRED -SIT -DOORS) 67. x NORTH AMERICAN GREEN ) SC150BN DEPTH
WITH -
r (TYP OF HATCHED AREA
O
i LOT-
1 _ 10.01 \A \ 76
PIN: 18 22-- y x 4
EX. 1 STORY WAREHOUSE II PROPflSEa �LDIN EXPANSI
0� f 96 OOOSF I 4 (�E ARCHITECTORAL �r-�
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(EX.) 67.9 __ N "0 ACRES
SEE ARCFF��ITE TU RL s FORS� �- PIN: 1852-43-2186(PORTiON-Y_ -
} DETAILS !1<T CONNII N 07CISTING / /
r WALL 11
EX. 1 1 /2" x 7 `
PIPE STUB (TYP I�T tN�R 0 alDbO
EXIT D ORS)
GENERAL NOTES: GRADING PLAN _
1. BOUNDARY, SURVEY AND TOPOGRAPHIC INFORMATION PROVIDED BY
NIALL GILLESPIE, PLS. GREEN LEVEL ROAD, APEX, NC
TELEPHONE NUMBER: 919.387,0208 DATED: NOVEMBER 30. 2011.
2. CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS FOR .
CONSTRUCTION SHOWN ON THESE PLANS.
3. GRADING MORE THAN 12,00OSF WITHOUT AN APPROVED. EROSION
CONTROL PLAN IS A VIOLATION AND IS SUBJECT TO A FINE.
4. GRADING BEYOND THE DENUDED LIMITS INDICATED ON CONSTRUCTION
DOCUMENTS IS A VIOLATION AND IS SUBJECT TO A FINE.
5. THE CONTRACTOR SHALL MAINTAIN EACH DITCH iN AN
UNOBSTRUCTED CONDITION AND SHAD. REMOVE FROM THESE AREAS
ALL DEBRIS, LOGS, TIMBER, TRASH, JUNK AND OTHER ACCUMULATIONS.
6. SILT FENCE MUST BE IN PLACE PRIOR TO ANY LAND DISTURBANCE.
7. ALL SIDEWALKS, STOOPS, TERRACES AND OTHER PAVED AREAS SHALL SLOPE
AWAY FROM BUILDING(S) AT 2X(MIN)
8. ALL EXISTING UTILITIES AND STORM STRUCTURES ARE SHOWN PER
SURVEY DATA AND ARE APPROXIMATE. CONTRACTOR IS FULLY
RESPONSIBLE TO FIELD VERIFY ACTUAL LOCATION AND DEPTH OF
EXISTING UTILITIES PRIOR TO THE START OF CONSTRUCTION AND SHALL
CALL UTILITY LOCATOR TO VERIFY LOCATION . OF ALL EXISTING UTILITIES.
9. CONTRACTOR SHALL AT ALL TIMES MAINTAIN ADEQUATE SAFETY MEASURES,
ACTIVITIES, AND BARRICADES FOR THE PROTECTION OF ALL PERSONS ON OR
ABOUT THE LOCATION OF THE SITE.
10. TOPSOIL STRIPPED FROM THE SITE IS TO BE USED FOR BACKFILLING ALL
LANDSCAPE BEDS AND LAWN AREAS. TOPSOIL 1S TO BE SPREAD To
A DEPTH OF AT LEAST 6" AS SOIL IS AVAILABLE.
11. STABILIZATION IS THE BEST FORM OF EROSION CONTROL EROSION
CONTROL ON LARGE DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY
REQUIRED AS PART OF THE CONSTRUCTION SEQUENCE INDICATED ON THE
CONSTRUCTION DOCUMENTS. SEED AND MULCH DENUDED AREAS WITHIN (21)
WORKING DAYS OF COMPLETION OF ANY PHASE OF CONSTRUCTION. PERMANENT
GROUNDCOVER FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90
CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF
CONSTRUCTION OR DEVELOPMENT.
12. IF AN OFFSITE SPOIL OR BORROW SITE IS UTILIZED, THEN THAT DISTURBED
AREA MUST BE INCLUDED IN THE LAND DISTURBING PLAN AND PERMIT UNLESS
\ ALREADY PERMITTED.
13. IT IS THE GRADING CONTRACTOR'S RESPONSIBILITY TO COORDINATE THE
INSTALLATION OF PERMANENT GRASS /SEEDING.
SEE SITE PLANS, SHEETS C2.0 AND C2.1 FOR DETAILED TEMPORARY
EROSION AND SEDIMENT CONTROL PLANS.
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BIORETENTION CMI #1 SEE SHEET C7.2 FOR DETAILS
DESIGN DEPTH
= 12 INCHES
X IMPERVIOUS
= 54.0%
TOTAL DRAINAGE AREA (ac.) .
= 4.15
Rv=53.6
V= 3630 X 1(in) X 0.536 X 4.15
= 8.075 CF
VOLUME REQUIRED (cf)
= 8,075 CF
VOLUME PROVIDED (cf)
= 8.611 CF
SA. REQUIRED = 8,075 C.F./ 1'
= 8,075 CF
S.A. PROVIDED
= 8,174 SF (ELEV 459.50)
UNDERDRAIN REQUIRED = 2
6" SCH 40PVC-APPROX. 24OLF
CLEAN --OUTS REQUIRED . = 9
CLEANOUTS
r7
m
N/A
' EDDY, FRED 0. HEIRS
\ PIN: 1852-43--2186 - PORTION
D.B. 534-58
'DOUBLE ROW OF STANDARD.
TEMPORARY SILT FENCE
1OFT APART AROUND
\ \ STOCKPILE AREA
STOCK RILE
\ \FOR TOP OIL \
1,000 SF FLAT -BOTTOM CONCRETE LINED
FORE13AY WITH 2:1 SIDE SLOPES AND AND
LEVEL EDGE AT 458.5 - SEE SHEET C7.2
FOR DETAILS
\ (2) 6" SCH. 40PVC
P RFORATED UNDERDRAINS
-APPROX_ 24OLF
6 0.5% MIN. SLOPE SEE
DETAIL SHEET C7.2
� TEM g�
(TYPP A ONG R V N 6
UP HILL AT PRRROPOERTY LINE)
PVC WATERLINE MID mm
:'� _ i • i of _ffm
•! � C aTa " d 71flR■ ' • . i - - a � «• © � 19 - '=i.1n ` _ � 4.
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a- . � -r• r r a
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BIORETENnON CELL #2 SEE SHEET C7.2 FOR DETAILS
DESIGN DEPTH = 12 INCHES
X IMPERVIOUS = 74.5%
LINE
BEARING
(11STANCE
TOTAL DRAINAGE AREA (ac.) = 3.53
L 1A
N 03'27'58"W
23.90'
Rv=72.1
L 18
N 01.46'41 "W
24,02'
V= 3630 X 1(1n) X 0.721 X 3.53 = 9,238 CF
CURVE
DELTA ANGLE RADIUS
ARC TANGENT CHORD CHORD BEARING
VOLUME REQUIRED (cf) = 9,238 CF
C 1.
04'46'52" 4960,00'
413.90' 207.07' 413.78' S 45'40'43W
VOLUME PROVIDED (cf) = 9,624 CF
C 2
07'41'37" 2457.91'
330.04' 165.27' 329.79' S 38'01'36"W
SA REQUIRED = 9,238 C.F./ 1' = 9,238 SF
SA. PROVIDED = 10.600 SF (ELEV. 461.00)
UNDERDRAIN REQUIRED = 2) 6" SCH 40PVC-APPROX. 560LF
CLEAN -OUTS REQUIRED = 11
CLEANOUTS
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APPROVED FOR
PERMITTING
I�
STORMWATER PROJECT NO. S1Y5120202
CALL BEFORE YOU DIGI
NORTH CAROLINA LAW REQUIRES NOTIFICATION OF
THE UNDERGROUND FACILITY OWNER NOT LESS
THAN TWO (2) BUT NO MORE THAN TEN (10)
WORKING DAYS PRIOR TO EXCAVAT16N OR
DEMOLITION
RTH CARO IN
811 www•nc8ll.org
1-800-632-4949
North Carolina One -Call Center Inc.
0 25 50 100 150
REVISIONS
No.
DATE
DESCRIPTION
REV. BY
Q
22 FEB 12
REV. SCALE BAR, REV. PER .
NCDENR REVIEW COMMENTS AND
REV.EX. WATF_RLINEjQ9AjIQN
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EX. POPSTIN( (;RAVFI I)RIVF (Tf) RFMAINI i -- -�Ems'
SYMBOL LEGEND
EXISTING
PROPOSED
WATER METER
❑
SANITARY SEWER MANHOLE.
Q
CLEAN OUT
O
O.
POWER POLE
FIRE HYDRANT
WATER VALVE
W\44
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0-0
�
TEMPORARY BENCHMARK
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50FT BUILDING_
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CALL BEFORE YOU DIG!
NORTH CAROLINA LAW REQUIRES NOTIFICATION OF
THE UNDERGROUND FACILITY OWNER NOT LESS
THAN TWO (2) BUT NO MORE THAN TEN (10)
WORKING DAYS PRIOR TO EXCAVATION OR
DEMOLITION
RTH CARO IN
811 www.nc8ll.org
1-800-632-4949
North Carolina One -Call Center Inc.
000 SEABOARD AIR LINE o 25 so 1ao 150
II RAILROAD
80' R/W domow
LINE
BEARING
DISTANCE
APPROVED FOR
L 1A
N 03'27'58"W
23.90'
L 113
N 01V46'41"W
24.02'
CURVE
DELTA ANGLE RADIUS
ARC TANGENT CHORD CHORD BEARING
C 1
04746'52"
S 438-0'43"W
PERMITTING
C 2
0T41'37" 2457-91'
2457-91'
330.04' 165.27' 329.79'
330.04' i65:27' 329J9' S 3801'36"W
REVISIONS
No.
DATE
DESCRIPTION
REV. BY
Q
22 FEB 12
REV. SCALE BAR
JEB
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AREA PLAN
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N/A
PREDDY, FED 0. HEIRS
EX_ MH
PIN: 1852-43-2186
EX. RIP RAP
PUMP LIFT SATION
EX. FES
TOP=466.9'
OUT=464.1'
10"x6"00" TEE NEW 6" DI WATERLINE WITH CONC.
INV=461.4
2" PIPE FORGED MAIN
WITH CONCRETE BLOCKING BLOCKING &POST INDICATOR VALVE
"
TIE-IN POINT FOR NEW
(TYP OF 2) TO NEW SPRINKLER RISERS IN
EW
1 1/
FENCE WITH EXISTING FENCE
BUILDING (TYP OF 2)
GAT��L
592.67'
SEE PLANS BY OTHERS FOR
15�
CONTINUATION IN BUILDING
EX.
10 PARKING/INTERNAL DRIVE SETBACK
EX. LP
EX. FH qb
_
EX.
EX.F
:!�X
X. WV EX. CO
EX. WV
EX, . LPG
X��X X X —X X X X-�
X
-
EX 10 PVC WATERLINE
SOFT BUILDING SETBACK
15" RCP 15" RCP
`
BOX
I
EX. THERMAL
HEATING STATION EX. SHED
X_ WVo NEW 10" PV
° EX. FH C WATERLINE
EX. CONC.
7E.
IN=46i PIPE
EX. D5
EX. '
EX.
EX. ELECTRIC
EXIT
/VENTILATION
10" WATER VALVE
SHED
EX. 6" DI WATERLINE W[ EX. 6" VALVE & FH
EX. VALVE AND FH TO BE BROUGHT UP TO FINISH GRADE
x
10"x10"x10" TEE W/ CONC. BLOCKING
NOSING
2" FORCEMAIN TO EC. SANITARY SEWER LIFT STATION
SEE PLANS AND DETAILS BY OTHERS
NEW SPRINKLER RISER
x
TBM3 MON
EL=477.24'
MONUMENT ETE
-(2) 10"-45' BEND
GENERAL NOTES: UTILITY PLAN
1. BOUNDARY, SURVEY AND TOPOGRAPHIC INFORMATION PROVIDED BY
NIALL GILLESPIE, PLS, GREEN LEVEL ROAD, APEX. NC
TELEPHONE NUMBER: 919.387.0208 DATED: NOVEMBER 30, 2011,
2. CONTRACTOR SHALL HAVE NORTH CAROLINA ONE CALL (1-800-632-4949)
LOCATE ALL EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION.
3. CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES
AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR CONFLICTS PRIOR TO
BEGINNING CONSTRUCTION.
4. CONTRACTOR SHALL COORDINATE THE LOCATION OF THE ELECTRIC, GAS, AND
TELEPHONE SERVICE WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO BEGINNING
CONSTRUCTION. AND CONTRACTOR SHALL PROVIDE CONDUITS AS REQUIRED FOR
THESE UTILITIES UNDER PAVED AREAS.
5. CONTRACTOR SHALL COORDINATE THE LOCATION OF THE CONDUITS NECESSARY
FOR THE SITE LIGHTING, AND SIGNAGE PRIOR TO BEGINNING CONSTRUCTION.
6. THIS PLAN IS DIAGRAMMATIC AND REPRESENTS THE APPROXIMATE LOCATION OF
UTILITIES UNLESS SPECIFICALLY DIMENSIONED. THE CONTRACTOR SHALL COORDINATE
THE ACTUAL AND PROPOSED LOCATION OF UTILITIES TO AVOID CONFLICTS.
7. REFER TO SHEET. NO. C7.0 THRU C7.1 FOR SITE CONSTRUCTION DETAILS.
8. CONTRACTOR SHALL COORDINATE THE LOCATION OF THE WATER AND SEWER
SERVICE TO THE BUILDING WITH THE BUILDING PLUMBING CONTRACTOR AND THE
BUILDING PLANS. NOTIFY ENGINEER OF ANY DISCREPANCIES.
9. ALL CONSTRUCTION TO BE PERFORMED TO TOWN OF YOUNGSVILLE DESIGN
AND CONSTRUCTION STANDARDS.
SEE PLANS BY OTHERS FOR DETAILS
f1L
EXISTING
10X10 OHD
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468.10'
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NEW 6" DI WATERLINE
10.01 ACRES
NEW FIRE HYDRANT & VALVE
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PIN: 1852-42-3264
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EX. 1 STORY WAREHOUSE
PROPOSED BUILDING EXPANSION
LOT 2
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t 196,000SF
(SEE ARCHITECTURAL PLANS
FOR DETAILS)
N/F NODA LLC
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5.00 ACRES
2
a
NEW FH
PIN: 1852-43-2186(PORTION)
m
EX. 1 1 /2"
x
D
PIPE STUB01
2' FORCEMAIN
a
SEE PLANS AND DETAILS BY OTHERS
<
W
NEW SANTT. SEWER LATERAL TO BLDG.
x
"'
rn
4" SCH. 40 PVC 5LFO 2% MIN.
PROPOSED PUMP RINDER STATION
OTHERS
SEE PLANS AND DETAILS BY
NEW 6" DI WATERLINE WITH CONC.
N/A
NEW SPRINKLER RISER
BLOCKING & POST INDICATOR VALVE
x
PREDDY, FRED d.. HEIRS
SEE PLANS BY OTHERS FOR DETAILS
TO NEW SPRINKLER RISERS IN
a
PIN:
1852--43-2186 - PORTION
D.B. 534-58
DIA
EX. TH 1 HUB SET=465.62'
BUILDING (TYP OF 2)
SEE PLANS BY OTHERS FOR
DRAn INP PE
10.5`O PLA. WATER
DEPTH=2.94 TOP ELEV=462.68
CONTINUATION IN BUILDING
flWITH
x
EX. LP
I R�� F� & q�
VALVE AN� FH Bh %ROUGHTVE & FH
(RELOCATE TO GRADE)
EX. METAL STAIRS
AND LANDING
X:
UP TO FINISH GRADE
10'x O'x10' TEE
10'Wx10" TEE
CONCRETE BLOCKING EXIT
SYMBOL LEGEND
EXISTING
PROPOSED
WATER METER
❑
SANITARY SEWER MANHOLE
CLEAN OUT
O
O.
POWER POLE
`ow
FIRE HYDRANT
WATER VALVE
W\M
BLOWOFF ASSEMBLY
0-0
DID"
TEMPORARY BENCHMARK
EXISTING OVERHEAD
0HE
ELECTRIC
EX. SANrFARY SEWER
EX. WATER LINE
SILT FENCE
- -
-
EX. D W/ CONC. BLOCKING (TYP OF 2) p x
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EX. CONCRETE x EX. LP EX. F H x W/ CONC. BLOCKING
0
EX. IOC. NEW 10" PVC WATERLINE NEW POLE( MOUNTED LIGHTS
T x CYP OF
OORDINATE LOCATION AND CONDUITS
EX. ASPHALT WITH LOCAL ELECTRICAL PROVIDER
NEW CONC. TRANSFORMER PAD
COORD. SIZE & LOCATION
WITH SERVICE PROVIDER
x EW 4" SCH 40 PVC CONDUIT 3
FOR ELECTRIC SERVICE N NOpF
'-� COORD LOCATION WITH SERVICE PROVIDER
x
BMP BIO-RETENTION # 1
W// FOREBAY 8.174 SF
Ex. Eap Tbf� GRASS - 458.5Q
NOTE: EX. FENCE EX. PP X. OVERHEAD ELECTRIC I - - PbNDING DEPTH a-pHE
EX. PP
(TO REMAIN) P OHE� 0" PVC WATERLINE BMP BIO—RETENTION #2 1 F
. _ t 10,600 SF TOP GRASS - 460.0 J-� E O"F
_max 50FT BUILDING SETBACK PONDING DEPT " RGQ
x—x x x--�9f--X 30
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PARKING/INTER DRNE SETBAC H `BONE'` J r4
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587.88' .
PROPOSED 20FT BMP 236.75'
ACCESS EASEMENT z
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PROPOSED VARIABLE WIDTH
HMP EASEMENT
TIE --IN POINT FOR NEW
SEABOARD AIR LIME
RAW
FENCE WITH EXISTING FENCE
II ROAD
BEAkMENTIABLE WIDTH
MPP
804L R/W
...1111. r
LINE
BEARING DISTANCE
L 1A
N 03'27'58"W 23.90'
L 1 B
N 01'46'41 "W 24.02'
CURVE
DELTA ANGLE RADIUS ARC TANGENT CHORD CHORD BEARING
C 1
0446'52" 4960.00' 413.90' 207.07' 413.78' S 45'40'43" W
C 2
07'41'37" 2457.9V 330.04' 165,27' 329.79' S 38'01'36"4V.
CALL BEFORE YOU DIG!
NORTH CAROLINA LAW REQUIRES NOTIFICATION OF
THE UNDERGROUND FACILITY OWNER NOT LESS
THAN TWO (2) BUT NO MORE THAN TEN (10)
WORKING DAYS PRIOR TO EXCAVATION OR
DEMOLITION
RTH CARO IN
811 www.nc811.org
1-800-632-4949
Borth Carolina One -Call Center Inc.
25 . 50 100 150
REVISIONS
No.
DATE
DESCRIPTION
REV. BY
Al
22 FEB 12
REV. SCALE BAR
&REVISED EX. WATERLINE LOCATION
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1469-0229
UTILITY
PLAN
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IF
L
n
J
3
a FOR REPAIR OF SILT
n. TREE PROTECRON AREA I - FENCE FAILURES, USE
e No. 57 WASHED STONE.
j•s DO NOT ENTrR FOR ANCHOR WHEN SILT
FENCE IS PROTECTING
CATCH BASIN -
WARNING SIGN DETAIL B' MAX
V CLEO By THE ENGINEER
STEEL POST
WOVEN WIRE FABRIC
WARNING SIGN
SILT FENCE GEOTEXTILE FABRIC TREE PROTECTION AREA
Mw i°
of m i_ FILL SLOPE L)IE YmtEs ©0 NOT ENTER
SILT FENCE FABRIC
s r
S's3INSTALLED TO SECOND
GRADE RE FROM TOP
It
0 6" MIN. COVER _
OVER SKIRT
lV
EXTEND WIRE 6" MIN, INTO TRENCH
AND ANCHOR SKIRT AS
DIRECTED BY ENGINEER
SIDE -VIEW FRONT VIEW
NOTES:
1. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL
2. LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED.
3. SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS.
4. PLACE A SIGN AT EACH END OF LINEAR TREEPROTECTION AN 0' N CENTER THEREAFTER, TEC D 5 0 ENTE
5, FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PROTECTION AREA
6. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
7. MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT.
8. ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF RALEIGH INSPECTIONS DEPARTMENT BASED ON ACTUAL FIELD CONDITIONS.
9. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER.
10. FOR CONDITIONS WHERE PRACTICE APPLIES; PLANNING CONSIDERATIONS ( HOWEVER FLOW SHALL NOT RUN PARALLEL
WITH THE FENCE) AND DESIGN CRITERIA-
11, END OF SILT FENCE NEEDS TO BE TURNED UPHILL.
12. SEE N.C. STATE DENR PRACTICE k SPECIFICATION SEDIMENTS FENCE SECTION -
FOR CONDITIONS WHERE PRACTICE APPLIES; PLANNING CONSIDERATIONS.
13, SEE N.C. STATE DENR PRACTICE & SPECIFICATION SEDIMENTS FENCE SECTION.
MIN- 12-1,2 GA
INTERMEDIA
WIRES
TOP OF SILT FENCE
MUST BE AT LEAST V
ABOVE THE TOP OF
THE WASHED STONE
STEEL FENCE POST
WIRE FENCE - -
HARDWARE -(LOTH
FILTER OF 1 DIAMETER
WASHED STONE
3' FILTER FABRIC
ON GROUND
BURY WIRE FENCE AND
HARDWARE CLOTH
`BURY 6' OF UPPER
EDGE OF
FILTER FABRIC IN TRENCN
WSTION VIEW
4• Iw. .-- I SILT FENCE
\BURY MIRE FENCE. -
..
IIII FILTER FABRIC,
STEEL FENCE POST
SET MAX 2' APART -
AND HARDWARE
CLOTH. IN TRENCH
MIN_ 16" INTO SOLID
- GROUND -
FRONT VIEW
-
- -
2' MIN
COMPACTED 2' MIN
=�11111= TITii_ un
STEEP CUT OR FILL SLOPE 1111T- +I-
I Ile
I IT 2:1 SLOPE (MAX)
IIII=IIr
IIII, ORIGINAL GRADE
N11-
STABILIZE DIVERSION DITCH
CROSS SECTION WITH TEMPORARY SEEDING
AND EROSION CONTROL
NETTING
UPSLOPE TOE POSITIVE GRADE 1.07 MAX. 1
�2 T
SIDE SLOPES
2 1 (MAX.)
SEEP CUT OR FILL SLOPE
PLAN VIEW
DESIGN CRITERIA
THE DRAINAGE AREA IS LIMITED TO ONE HALF ACRE.
W
KEEP A MAXIMUM HEIGHT OF 2 FEET AT THE CENTER OF THE DAM.
KEEP THE CENTER OF THE CHECK DAM AT LEAST 9 INCHES LOWER THAN THE OUTER
fy
co
EDGES AT NATURAL GROUND ELEVATION.
W
KEEP THE SIDE SLOPES OF THE DAM AT 2:1 OR FLATTER
a
ENSURE THAT THE MAXIMUM SPACING BETWEEN DAMS PLACES THE TOE OF THE
rA
UPSTREAM DAM AT THE SAME ELEVATION AS THE TOP Of THE DOWNSTREAM DAM,
_
STABILIZE OUTFLOW AREAS ALONG THE CHANNEL TO RESIST EROSION.
USE NCDOT CLASS B STONE AND LINE THE UPSTREAM SIDE OF THE DAM WITH
NCDOT J5 OR #57 STONE.
KEY THE STONE INTO THE DITCH BANKS AND EXTEND IT BEYOND THE ABUTMENTS A
MINIMUM OF 1.5 FEET TO AVOID WASHOUT FROM OVERFLOW AROUND THE DAM. 12" OF NCDOT g
1.5� �`
Q
OR 57. WASHEES . STONE
z
CLASS B RIP -RA
1.5'MiN 2' MAX AT
.J
CENTER
z
9" MIN FILTER CLOTH
4' TO 6' •�
p
CROSS-SECTION VIEW
FILTER CLOTH
m
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m
PLAN VIEW
04
IN
CHECK CAM
0
L = THE DISTANCE SUCH THAT POINTS
A AND B ARE OF EQUAL ELEVATION
as
°oa °oo NOTES
V
fufrrrr__-1rrl=rrl,rrrCrrr� L B
,°, 1. PLACE STONE TO THE LINE AND DIMENSION SHOWN IN THE PLAN ON A FILTER FABRIC
�rrrrrr °°$ o e FOUNDATION.
�Jrlrrr ° 2. KEEP THE CENTER STONE SECTION AT LEAST 9 INCHES BELOW NATURAL GROUND LEVEL
KS.
WHERE THE DAM ABUTS E rr rf�111�NI
3. EXTEND STONE AT LEAST�1 5 FEEETTNEL BEYONDTHE DITCH BANK TO KEEP WATER FROM CUTTING
SIDE VIEW
AROUND THE ENDS OF THE CHECK DAM.
4. SET SPACING BETWEEN DAMS TO ASSURE THAT THE ELEVATION AT THE TOP OF THE LOWER
DAM IS THE SAME AS THE TOE ELEVATION OF THE UPPER DAM.
5. PROTECT THE CHANNEL AFTER THE LOWEST CHECK DAM FROM HEAVY FLOW THAT COULD
CAUSE EROSION.
6. MAKE SURE THAT THE CHANNEL REACH ABOVE THE MOST UPSTREAM IS STABLE..
7. ENSURE THAT OTHER AREAS OF THE CHANNEL. SUCH AS CULVERT ENTRANCES BELOW THE
CHECK DAMS, ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED STONES.
(HOWEVER FLOW SHALL NOT RUN PARALLEL WITH THE FENCE)
SEE DENR STANDARDS & SPECS.
DO NOT USE CHECK DAM IN INTERMITTENT OR PERENNIAL STREAMS. FOR COMPLETE DESIGN CRITERIA 8t MAINTENANCE
STANDARD TEMPORARY SILT / TREE PROTECTION FENCE N.T.S. SILT FENCE OUTLET N•T•s• DIVERSION DITCH N.T.S. ROCK CHECK DAM N.T.S,
100' MIN. INSPECTION AND MAINTENANCE GENERAL NOTES:
BUT SUFFICIENT TO KEEP 1.INSPECT AND VERIFY THAT CONCRETE WASHOUT BMPS ARE IN 1. TEMPORARY CONCRETE WASHOUT FACILITIES SHOULD BE
SEDIMENT ON SITE PLACE PRIOR TO THE COMMENCEMENT OF CONCRETE WORK. CONSTRUCTED AS SHOWN ON DETAILS. THE MINIMUM LENGTH AND
MINIMUM WIDTH OF CONCRETE WASHOUT IS 10 FT. THE QUANTITY
2. DURING PERIODS OF CONCRETE WORK, INSPECT DAILY TO VERIFY
Qoo �o� °aoo o$$ 000 AND VOLUME SHOULD BE SUFFICIENT TO CONTAIN ALL LIQUID AND
CONTINUED PERFORMANCE. CONCRETE WASTE GENERATED BY WASHOUF OPERATIONS.
00 0 0 25' OR FULL WIDTH
L� } 0 8 CHANNEL INSTALLATION 3. CHECK OVERALL CONDITION AND PERFORMANCE. 2. LATH AND FLAGGING SHOULD BE COMMERCIAL TYPE.
STANDARD METAL PASTS X a a 2" -• 3" COARSE OF PROPOSED STREET SANDI3A
2'-C IN GROUND (- o 10 STONE TO BE USED ao OR ENTRANCE, 6" PLASTIC LINING
In o 0 a I15 4. CHECK REMAINING CAPACITY (% FULL). STAPLE TRAW BALE 3. PLASTIC LINING MATERIAL SHALL BE A MINIMUM OF 1D MIL
>< p roa �tl WHICHEVER IS �{ / I (2 PER BALE} fi" PLASTIC LINING POLYETHYLENE SHEETING AND SHOULD BE FREE OF HOLES,
0000oo oaoRa GREATER. ` �� [1 r - q - PLASTIC 60D o L BINDING WI COMPROMISE: THE
>�°po 0000�p o 4 ddQo L I LINERS E INTACT AND SfDEWALLS ARE T DAMAGED. _ STAI(ES ( A &4 IMPERMEABILITY OF IAL.
000000600 $0000000 000 -::--:<.:......................•...... R
• 5. IF USING .SELF INSTALLED WASHOUT FACILITIES, VERIFY 3� B RE TEARS, OR OTHER DEFECTS THAT COMP
LI S ARE NO DAMA w R 2 A LETHE MATERIAL.
NORTH k 6• IF USING PREFRBRICATED CONTAINERS, CHECK FOR LEAKS. n N _A 4. LINER SEAMS SHALL BE INSTALLED IN ACCORDANCE WITH
16 `n MANUFACTURERS' RECOMMENDATIONS.
GALVANIZED HARDWARE WIRE _ _ Q T WASHOUT FACILITES SHALL BE MAINTAINED TO PROVIDE ADEQUATE LATH AND - SEO TIOpry 0-13
AMERICAN NOT TO SCALE EXTENDS 70 THE TOP OF BOX FLAGGING ON
DRAINAGE AREA MAY NOT _�;1_ �" GREEN l � � HOLDING CAPACITY WITH A MINIMUM FREEBOARD OF 12 INCHES. 3 SIDES 10•MIN - PF111(OOD 5. SOIL BASE 51-WALL BE PREPARED FREE OF ROCKS OR OTHER
_ 4 X2 PAINTED WHITE DEBRIS THAT MAY CAUSE TEARS OR HOLES IN THE PLASTIC LINING
EXCITED 1 ACRE. (19 GUAGE, MESH OPENINGS.) PLAN , h`'�I
ENOWCDWWLP`d°Fd r (+-°f° 8.WASHOUT FACILITIES MUST BE CLEANED, OR NEW FACILITIES MUST 1U'MIN MATERIAL.
NOTES: (-TTA.° SCUM Ns - _
1. PUT SILT FENCE OR TREE PROTECTION FENCE UP 1 lE. N4� 5-c.4 BE CONSTRUCTED AND READY FOR USE ONCE THE WASHOUT IS ° a ° ° ° ° ° STAK
2' LAG SCREWS
TO ENSURE FENCE
CONOR TREE ENTRANCE IS USED. eoo-m zuw 50% FULL ❑ ❑ ❑ ❑ (NP WASHOUT /
�•"•u+•�� - - 9. IF THE WASHOUT IS NEARING CAPACITY, VACUUM AND DISPOSE OF B B- 3"X3"X7' WOOb POST
3'
8 - THE WASTE MATERIAL IN AN APPROVED MANNER. ❑ 3,
- o e 2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT „a _ ...._.: 10. DO NOT DISCHARGE LIQUID OR SLURRY. TO WATERWAYS, STORM
° ° o� THE MUD IS NOT REMOVED BY THE VEHICLE TRAVELING � I VA TES
OVER THE STONETHEN THE TIRES OF THE , DRAINS OR DIRECTLY ONTO GROUND. A A ' CONCRETE WASHOUT
(] VARIES ❑ SIGN DETAIL
2, 1 VEHICLE MUST BE WASHED BEFORE ENTERING THE 11. DO NOT USE SANITARY SEWER WITHOUT LOCAL, APPROVAL. (OR EQUIVALENT)
° 4 �° ° e REMOVAL OF TEMPORARY CONCRETE WASHOUT FACILITIES
p0oiliP p a[� °.�'° g PUBLIC ROAD. r. vF�ua wr. OffM WAWA. C naum uoso" COWIIa r oou.Ts (¢w�. rr xFc=s Amimm of e� raft mt uo srm.
p ° ° ' e Q 9yr�/ -�~�`� *rv' u"1"° rn��S® °° "°' s'em PROW" TESL` = ' X .am,m "'"" °woe SEE oa"� 12. PLACE A SECURE. NON -COLLAPSING, NON -WATER COLLECTING ❑
a oe ° -U o z. KDw U Im tar w nc cwwu ar rwna�c me MXW w A e• rs my x r s r� wm wvamamFir rr u aap•. 1. WHEN .TEMPORARY CONCRETE WASHOUT FACILITIES ARE NO
o mo 0,08 `r 3. 1F A PROJECT CONTINUES TO PULL MUD AND DEBRIS �mcmriou wlsfloeimE w -rZRL +ro InTcr u sx�aare� . er �3o�a1�wA COVER OVER THE CONCRETE WASHOUT FACILITY PRIOR TO o 0 0 o n o e LONGER REQUIRED FOR THE WORK, THE HARDENED CONCRETE,
°aoo o ' eY �• eax �, Toe S� Ab � sa- � �," THE tpmm 0# rnlw.cao SM rW" A rn. w ����� sr.cen .rr•vAA. F.Y r�. cv) (� PREDICTED WET WEATHER TO PREVENT ACCUMULATION AND �2" SLURRIES AND LIQUIDS SHALL BE REMOVED AND PROPERLY
11, qr _a o o ON TO THE PUBLIC ROAD, THE GOVERNING AUTHORITY t e wcv. OVERFLOW OF PRECIPITATION.
o _-- ��_ DISPOSED OF.
!] o v co d WILL CLEAN THE AREA AND INVOICE THE FINANCIALLY S Tmu sxly IIQP • K °F F" r TO°E" nnW K emral rs CI 14 FIEW, ■k. *WI. E rI ArFaa As WE +aAITIE M sa 4.MF.P AI. ❑ ❑ ❑ 6" FlAS71C UNIN RAW BALE 8" STEEL WIRE
�LaDoa °OA, y Iwo YusT ITS YpNF1Y Fl°4p4p to SAL 9)s/Cf M reMarV �SAIm it wPROPNVIE la9aaeq A9 510N" M n[ STAKE rAnfR1 aeoE
°<�ao r am veep ° 8 0o g�q a&� RESPONSIBLE PERSON AS INDICATED ON THE FINANCIAL *"a ^� /s*r�s slrouD SE rsxm EV. w TW Mos" ems marasou�c M THE Arv"a `E s`AKE TATTOO. 13, REMOVE AND DISPOSE OF HARDENED CONCRETE AND RETURN SANDBAG PLAN iYP) 2.MAERIALS USED TO CONSTRUCT TEMPORARY CONCRETE WASHOUT
+. KATE wlsoa""e rnr•. M INESI S1I° (s..a[ SMq Wr" A P - r (to ar -Ts e511 mean. L6E A ooE"LE API w STAKES srromem 4• (Io +M THE STRUCTURE TO A FUNCTIONAL CONDITION. CONCRETE MAY BE NOT TO SCALE RESPONSIBILITY FORM. wSr AW •" (+o aq a" roWFA m Sri AixY. PAN FACILITIES SHALL BE REMOVED FROM THE SITE OF THE WORK AND
NEW CONSTRUCTION s R xUA n{� ra s a s+wusjswas wraoxwrv.Y u• (s aq ~ N A e (15 To REUSED ONSITE OR HAULED AWAY FOR DISPOSAL OR RECYCLING. S" PLASTIC LINING NOT L SCALE BERM STAPLE DETAIL DISPOSE) OF OR RECYCLED.
° rur a f RErr•. um w me w"m N*ft mwaaY r - 5• Is w -eu TYPE "ABOVE GRADE"
EXI571N BS' MIN. 15' MIN. (0vrt/°"° °M °' TPO °p """1°°' 14. WHEN YOU REMOVE MATERIALS FROM THE SELF -INSTALLED TYPE "BELOW GRADE" WITH STRAW BALES
-r. K IMCN rtOIT olw.e A STAKE asmc SLOT Is MMMA±TnEU a m To +o rave (° N - Mz M7 KTITPgLS. LbE A 000BIE Aa+r or STARES - 3. HOLES, DEPRESSIONS OR OTHER GROUND DISTURBANCE CAUSED
-�` 57 WASHED STONE PLACED 70 R ROADWAY SINXXsm a (rO af. i (10 CM) ON CMP WMA °TIFIE T of TIC nww CONCRETE WASHOUT, BUILD A NEW STRUCTURE; OR. IF THE NOTES:
PREVIOUS STRUCTURE IS STILL INTACT, INSPECT FOR SIGNS OF BY THE REMOVAL OF THE TEMPORARY CONCRETE WASHOUT
' � - O R ts[ tvel"e. vo w I+c Aev'A "esr BE A"°g1IFD rW" A Roil w sawlEs/swics Aa,paxFNTEIY Ir (3a Q,Q rPAM K 4 M (IS � OEEr k °" (1S o"I p 1. ACTUAL LAYOUT DETERMINED IN THE FIELD.
HEIGHT OF 16" MIN. ABOVE 4� $ WOE TRDo (kaTu AIO emwoff TIe TAD" AFrve sim"4 FACILITIES SHALL BE SACKFILLED, REPAIRED, AND STABILIZED TO
o �a o sOrE- WEAKENING OR DAMAGE, AND MAKE ANY NECESSARY REPAIRS, 2, THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED
TOP OF BOX _ o coo 0 0 00�0g 000 000 12" MIN. , K IuosE WX LVIorTI°"s. 1 rt USE w n%'U OR ST" U144 IS "'EATER TRW °• (15 uq IwY W NSa£ss To PROPvdY rur°I°rt TIc FEW. PREVENT EROSION.
6" MIN. 000000Sao 000 Sp o 0 0000 `b oo II RE -LINE FHE STRUCTURE WITH NEW PLASTIC WITHIN 20' OF THE TEMPORARY CONCRETE WASHOUT FACILITY.
"�" I11II=Ill AFTER EACH CLEANING.
�''1IIII ''Illllll 'IIiIl1lllllll A 0.9"NS AID SFAINIS
SEE DENR STANDARDS & SPECS. � - _ - - A7 am+rx rams w°¢amr srwTE sTaarc seaAO BE A.Tvrty .
/ c gawweEet /snE .
FOR COMPLETE DESIGN CRITFIOA R MAINTENANCE wrrstaL
IIII� FABRIC UNDER STONE I III>= ` a" sTAAE IETIaIrIE a�wTo+,"w sUSE• 1u STAKEa„) Irr
BE f1FLYl5AM' ra PMFSiII AIY`l1aR iHF Am'A
CROSS SECTION .
NOTE: DO NOT PLACE CONCRETE WASHOUT FACILITIES WITHIN 50 FLIT
OF STORM DRAINS, OPEN DITCHES, OR WATER BODIES.
STANDARD .CATCH BASIN / YARD INLET PROTECTION N.T.S. CONSTRUCTION ENTRANCE N.T.S. NORTH AMERICAN GREEN CHANNEL INSTALLATION N.T.S. TEMPORARY CONCRETE WASHOUT FACILITY
EROSION CONTROL MAINTENANCE
PLAN VIEW
temporary Silt Fence
NOTE: BAFFLES MUST BE 700rn COIR BAFFLES
4' V RIP -RAP
PAD UNDER SKIMMER
SCHEDULE 4D
PVC END PVC VENT PVC PIPE
A A
Maintenance -Inspect sediment fences at least once a week otter each
CAP PVC ELBOW PIPE /
rainfall. Make any required repairs immediately.
WATER SURFACE °
_
-Should the fabric of a sediment fence collapse, tear, decompose
s,
W
or become ineffective, replace it promptly.
` _
PVC END o
-Remove sediment deposits as necessary to provide adequate
for the to the
HDPE
CAP SCHEDULE 40
PVC PIPE
do -PIPE DIA
storage volume next rain and reduce pressure on
g P
fence. Take to khe fence during
-
ORIFICE
PVC TEE PLATE
Lo APRON LENGTH
W = APRON WIDTH
care avoid undermining CleanOUt.
�" �- __
_
PVC PIPE - FLEXIBLE
IN
APRONI
-Remove all fencing materials and unstable sediment deposits and
.Owen
-�
S�.CR EIIERCEPICY
1/2` HOLES IN HOSE PVC TIFF
d = DEPTH PLAN
bring the area to grade and stabilize it after the contributing
• A/vA as V M verve SIMA.e a -
9rff FW19l KAr F1FWIb,
(: WA#� �u>rAY
.UNDERSIDE
NOTES"
drainage area has been properly stabilized.
.
SEE APPROPRIATE SCHEDULE FOR DIMENSIONS
� VgP�EF 1 La IS THE LENGTH OF THE RIPRAP APRON.
BOTTOM SURFACE
•
° 2. d = 1.5 TIMES THE MAXIMUM STONE DUUAE7ER BUT
Temporary Rock Check Dam - - -
TIE SKIMMER INTO MH 13 �
GENERAL NOTES:
NOT LESS THAN 6" -
3. A FILTER BLANKET OR FILER FABRIC SHOULD BE
_ -
Maintenance -Inspect Check dams and channels at least weekly and after each
1. DRIVE STEEL ppppsT Ar LEAST
24 INTO SOLID GROUND
END VIEW FRONT VIEW
-
\ INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION.
significant nificant (1 2" or neater rainfall event and repair immediately.
g b / greater) P y' .
OABA1NeM1°'�
s• FR»:eowRo
STR
-
AARRF�
STAPLES I' MATERIAL TO
A17pUCSH
�,911J1JlarJ/ -
Clean out sediment, straw, limbs or Other debris that could clog
BAFFLES
\ �---
L
T1►1 THE
BOTTOM AI SIDES.
SKIMMER SEDIMENT BASfNS.ARE NEEDED WHERE DRAINAGE
AREAS ARE TOO LARGE FOR TEMPORARY TRAPS. DO NOT LOCATE
% Y✓ RIPRAP
the channel when .needed •
- -�
BAFFLES SHALL BE CONNECTED TO THE
THE SKIMMER SEDIMENT 13ASIN IN INTERMITTENT OR PERENNIAL
-Remove sediment accumulated behind the dams as needed t0
DErEApISMG ,�� �
S3.IDE
SIDE SLOPES TO PREVENT eYPAss.
� STREAMS. -
-
prevent damage to chanrel vegetation, allow the channel to drain
ZONE SWAY
4. THE FLOOR OF THE BASIN IN THE
OUTLET EOE© ZONEBERMS SHOULD
OFIBASIN.
o
through the stone check darn and prevent. large flaws from
g P �
carrying sediment over the dam. Add stones to. dams as needed
FILTITe Fearec
(
- S. PROVIDE .S'X3'X6" C1A55 B RIP -RAP
LANDING UNDER SKIMMER. HEAD
ARM ASSEMBLY
- o
y
' �
-
to maintain l
- design height and cross section.
g
-
ZONE CROSS-SECTION VIEW DESIGN CRITERIA
� -
"c" ENCLOSURE
TYPICAL CONC.. ISOMETRIC VIEW
FLARED END
SECTION
. l
Temporary Construction Entrance - _
y�JpppR p �T SUMMARY: -
PRAY SPILLWAY:.
- P T OPE
TEMPORARY SMUEN' BASIN
TR DIAL SPILLWAY WITH IMPERMEABLE
•
- •o _
_
- -
Maintenance Maintain the gravel pad in a condition to prevent mud or
24" INTO B8TTOL( ..
I� GaNc OR MAXP" DRA"ACE APEI
100 ACRES
sediment from leaving the construction site. This may require
STAKE TO SUPPORT PARE M"'"mumMUM °0L
� MM MUM SURFACE AREA
435 SOLIBIC r E A� °' D "W PERSPECTIVE VIEW O WATERNI -NAY
4.15 54MIW FEETpEA Crs OK O PSI FTav
11 L°
topdressing
periodic to dressin with 2" stone. After each rainfall, inspect an
P Y
LNNMMUM L/FI RATIO:
MkVMUM L/W RAC
-
r.1
6:1
SLOPE 0 % TioW
-
structure. used to trap sediment and clean it out as necessary.
MINIMUM DEPIN:
DEWATERIMMWIUUM oEW,AT� E
2 FEET
;` HOURS
- -
Immediately remove all objectionable materials spilled, washed. or
BAFFLES REOUIRMD:
Fn �I:� MDESM 1�-
3 RAFFLES
LESS THAN 3YLAR5
SEE DENR STANDARDS & SPECS.
tracked onto public roadways.
FOR COMPLETE DESIGN CRITERIA & MAINTENANCE
-
- -
CROSS-SECTION OF A PORUS BAFFLE IN A SEDIMENT BASIN. NOTE THAT THERE IS
NO WEIR BECAUSE THE WATER FLOWS THROUGH THE BAFFLE MATERIAL.
- -
r1 -
SECTION A -A
Permanent outlet Stabilization
NOTE: BAFFLES MUST BE 700m COIR BAFFLES
�� •� ��
FABRIC UNDERLINER
Maintenance Inspectriprap outlet structures weekly and after significant below
oTEMPORARY
or greater) rainfall events to see if any erosion around or below
SKIMMER SEDIMENT BASIN WITH SKIMMER AND
BAFFLES N.T.S. SKIMMER DETAIL N.T.S.
RIPRAP APRON N.T.S.
the riprap has taken place or if stones hove been dislodged.
Immediately make all needed repairs to prevent further damage.
SWALE TO BE LINED
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR ADDITIONAL INFORMATION
WITH NORTH AMERICAN
CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS, THE ABOVE VEGETATION RATES
GREEN SC150BN UP To
10-YEAR FLAW DEPTH
Permanent Grassed Swale
ARE THOSE WHICH DO WELL UNDER LOCAL CONDITIONS; OTHER SEEDING RATE COMBINATIONS ARE
Maintenance During the establishment period, check .grass -lined channels after
SEEDING SCHEDULE
POSSIBLE.***TEMPORARY--RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT VEGETATION.
RESIDUAL CAPACITY
every rainfall. After grass is established, periodically check the
SHOULDERS. -SIDE DITCHES SLOPES MAX. 3:1
DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12" IN HEIGHT BEFORE MOWING, OTHERWISE FESCUE
channel; check it after every heavy rainfall event. Immediately
DATE TYPE
PLANTING RATE
MAY BE SHADED OUT.
- 10-YEAR FLOW
make repairs. It is particularly important to check the cannel
AUG 15- NOV 1 TALL FESCUE
300 LBS./ACRE
outlet and all. road crossings for bank stability and evidence of
Remove
NOV 1 - MAR 1 TALL FESCUE AND
300 LBS./ACRE
SEEDBED PREPARATION
CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IF
DES
DEPTH
piping or scour holes. all significant sediment
ABRUZZI RYE
25LBS./ACRE
(D) < 1.0 FEET
accumulations t0 maintain the designed car in Ca aClt Kee
9 carrying capacity. P
MAR 1 - APR 15 TALL FESCUE
300 LBS./ACRE
AVAILABLE.
2. RIP THE ENTIRE AREA TO 6 INCHES DEEP.
Z sIDESLOPE_ Z
the grass in a healthy, vigorous conditiona.t all times.
APR .15 - ,TUN 30 HULLED COMMON BERMUDAGRASS
25 LBS./ACRE
3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND
3
JUL 1 - AUG 15 TALL FESCUE AND
120 LBS./ACRE
UNIFORM.
Temporary SediMent Trap
***BROWNTOP MILLET OR
35 LBS./ACRE
4. APPLY AGRICULTURAL LIME, FERTILIZLR AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH SOIL (SEE BELOW*).
Maintenance See Detail for Maintenance requirements
***SORGHUM-SUDAN HYBRIDS
30 LBS./ACRE
5. CONTINUE TILLAGE UNTIL A WELT. -PULVERIZED, FIRM, REASONABLE UNIFORM SEEDBED IS PREPARED 4 TO 6
T
INCHES DEEP.
- N
Temporary Diversion Ditch
SLOPES (3:1 TO 2:1)
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR
TYPICAL SWALE SECTION N T S
Maintenance Inspect temporary diversions once a week and after every rainfall.
Immediately remove sediment from the flow area and repair the
diversion ridge.. Carefully check outlets and make timely repairs
as needed. When the area protected is permanently stabilized,
remove the ridge and the channel to blend with. the natural
ground level and appropriately stabilize it.
CULTIPACK AFTER SEEDING:
.7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8. INSPECT ALL SEEDING AREAS AND MAKE NECESSARY REPAIRS OR
RESEEDINGS WITHIN THE PLANTING SEASON,
IF POSSIBLE. IF STAND SHOULD BE OVER 60% DAMAGE, REESTABLISH
AND SEEDING RATES.
FOLLOWING ORIGINAL LIME, FERTILIZER^
t V` ,'�I���
9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT
AND FERTILIZATION AFTER PERMANENT
COVER IS ESTABLISHED,
No. DATE
DESCRIPTION REV. BY
APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ACRE (3 TONS/ACRE IN
CLAY SOILS) FERTILIZER - 1,000
ADDED CONCRETE WASHOUT DETAIL,REV.
LBS/ACRE - 10-10-10
Q 28 FEB 12
CONST. ENTRANCE DETAIL AND REMOVEID JEB
SUPERPHOSPHATE - 500 LBS_/ACRE 2
MULCH - 2 TONS/ACRE - SMALL GRAIN STRAW
STRAW
APPROVED
FOR
Q
TEMPORARY SE >aIME NT TRAP DETAIL.
ANCHOR ASPHALT EMULSION Q 300 GALS/ACRE
PERMITTING
o
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0
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COORDINATOR:
BLAIR PITTMAN
DRAWN BY-
JOHN BENTON
HK BY: BPP
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24 X 36 x
27 JAN 2012 ~`~"
1469-0229 r
DETAIL
SHEET
7■
2
.1•
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5 � T, 1T IA �i,��
Ic ►, 1, : p1i
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1
r • F1
'
r

rtnevt IPIK
^ WATER TIGHT
�EbJ CAP TIG P
c
F
1/2" CROWN
TOP RAT.
ONE TENSION WmIE CuPrIl
EACH MNE POLE
(6 MR4CE MIN-)
TCP HR14E PER
MANAIFACTURER
all aAIONAL
/ ILNSW ROCIS AT LACH
GATE & CORPERS OF
/ -LINE FENCfAG (TIP,)
WE DED Z" CIA GATE
pl--FRAMES (TIP.)
►y Alt 11= S MAXRIIAI kjAr'XHOR
1"!r:v'FIANCE PER�TENSION 1RRE NB. 7 MANUFACNiIMiGAUGE CAL41MfZED COR 1rT.SPRINCS STRETCHED OUTMIJ91RATE
TYPE GA(E
CON(. FILL
a
o F a
O w r
ccNa`WTE FOO'8NG 1 =0" aA_ (Tra.)
1'-2' aA AT CORNER R BATE PATS
1B' MAR 7A'-D' MAX TYPICAL OPENING BATE
6FT HIGH CHAIN LINK FENCE
PROPERTY MINIMUM 36' HORIZONTAL CLEARANCE
LINE /FRDM ANY OBJECT.
/FIRE HYDRANT, PUMPER NOZZLE TO
BE POINTED TOWARDS FIRE TRUCK ACCESS.
'
TRAFFIC FLANGE BETWEEN
-6' ABOVE GRADE
/2'
5'
3'-6'
SIDEWALK
/CURB AND GUTTER
PAVEMENT
VALVE BOX
6' GATE VALVE
�O
COMPACTED BACKFILL
CONC. THRUST
lu
(TAMPED IN 6' LIFTS)
BLOCK
`..
6' MIN. BRANCH PIPE
MAIN
CONC. SETTING SLAB 3/4' HOT DIPPED
1'-3'x 1'-3'x 4' THICK ALVANIZED BRIDLE
ROD MAY BE COUPLED
3000 P.S.I. CONCRETE DNCE
THRUST. BLOCKING 7 CU. FT. CRUSHED
STONE MIN. NDISTURBED
EARTH.
NOTES:
1.
FIRE HYDRANT SHALL BE AS MANUFACTURED: MUELLER, AMERICAN DARLING,
KENNEDY, M & IT,
WATERDUS, CLOW, EAST JORDAN IRON WORKS, OR US PIPE.
2.
BRANCH PIPE. SHALL BE DUCTILE IRON AWWA C150-96.
3.
6' GATE VALVE SHALL BE AWWA C500-86 OPEN LEFT.
4.
STEEL RODS AND BOLTS SHALL BE 3/4' HOT DIPPED GALVANIZED.
5.
FIRE HYDRANTS WILL BE INSTALLED IN TRUE VERTICAL POSTION.
6.
RODS SHALL NOT BE COUPLED MORE THAN ONCE, IF THE LENGTH FROM THE
VALVE TO THE
HYDRANT EXCEEDS 20FT THEN MECHANICAL RESTRAINING GLAND WITH A
REBAR CAGE
SHALL BE INSTALLED NO MORE THAN LOFT FROM HYDRANT AND. POURED IN
CONCRETE.
7.
FIRE HYDRANTS TO BE LOCATED IN ROW OR 2 FOOT EASEMENT ADJACENT
TO ROW.
I FIELD ADJUSTMENT INSTRUCTIONS
1. REMOVE THE BODY FROM THE TOP OF THE
INDICATOR POST ASSEMBLY.
2. CUT THE REQUIRED LENGTH OFF THE BOTTOM
OF THE STANDPIPE FOR THE GROUND LINE TO
MATCH UP WITH STANDPIPE GROUND LINE MARK
3. CUT THE 1" SO. EXTENSION AT A DISTANCE OF
1}y44" SQ.
w
TOP OF HANDRAILS SHALL BE MOUNTED w
AT 34" MINIMUM TO 38" MAXIMUM ABOVE THE
tMETER w
SIDEWALK COMMON LINE OF. STAIR NOSINGS. 12' MIN
11 (MIN) TREAD HANDRAILS DESIGNED FOR CHILDREN SHALL
7 BE MOUNTED AT28"(MAX)TO THE TOP OF( X) 4" (MIN) RISER GRIPPING SURFACE. VERTICAL CLEARANCE
SHBETWEEN UPPER AND LOWER HANDRAILSDY I 1 3I " (MAX) SHALL BE 9" (MIN) TO PREVENT <
9" ABOVE THE TOP OF THE STANDPIPE.
O
1
SQUARE
34 MIN
ENTRAPMENT.
i
4.
SET THE "OPEN" AND "SHUT" TARGETS FOR THE
FADLOCKI)
EXTENSION
9" (7" MIN.)
(10" MAX.).
o
APPROPRIATE VALVE SIZE.
?, J
_I
4 9"
5 4�
I-9"TOP OF SIDEWALK
12" (MIN)
5.
RE -ATTACH THE BODY TO THE TOP OF THE
36
STANDPIPE
T-
00
INDICATOR POST ASSEMBLY.
-
(PAINTED RED)
4#
BARS TO EXTEND INTO
SIDEWALK129
6.
THERE SHALL BE 36" OF UNOBSTRUCTED
SIDEWALLS
SPACED ON 12" CENTERS -ht1-
15" (MIN) SPACING 11„
:.
01
CLEARANCE AROUND THE PERIMETER OF ALL
GROUND LINE MARK
I
BETWEEN HANDRAIL AND
4.. ADJACENT SURFACES.
38" (MAX
HANDRAILS SHALL BE MOUNTED
POST INDICATOR VALVES.
.STANDPIPE
1
34' (MIN)
AT 34" MINIMUM TO 38" MAXIMUM ABOVE THE
m
Z.
POST INDICATOR VALVE SHALL BE LOCATED AT
GROUND LINE
STANDPIPE
1.5" DIA STEEL PIPE
COMMON LINE OF STAIR NOSINGS.
m
0
. G
AMINIMUM 5-ft FROM BUILDING.
FINISHED GRADEE
FOOTING
ALL EXTERIOR RAILS TO BE
c
8.
COORDINATE PADLOCK KEYING WITH FRANKLIN
_
_TFF
I -I
I I=I
I I-1I
_ _
I
I I I-1I I -I I I--11 I-
PAINTED TO MATCH THE
FRONT ELEVATION BUILDING TRIM
12"
(MIN)
_
COUNTY FIRE MARSHALL
I �
MIN
�' I I I
I rI I h I
STANDPIPE
(PAINTED BLACK)
I
GROUNDu OR
0
CONCRETE STEPS WITH HANDRAIL
INSET
�
'
FINISHED GRADE
N.T.S.
0
IJ11- -
Y6
I
LAYING
I
'
IIII
CONDITIONS
DESCRIPTION
PROJECT USE
FINISHED GRADE
a
- - .
-
a 2
12" POST INDICATOR ASSEMBLY c.° o
qtu DIAMETER 1" n WITH BODY REMOVED v r BACKFILL TO EDGE S
°
PADLOCK I d
® I -III -I -_III-III_ FLAT BOTTOM UNDISTURBED NOT. USED.
il= EARTH m TRENCH, LOOSE BACKFILL -I 1 -1 I I I -III -I I I I-III=III-I " 2
TO RISER ROOM I I 111-1 I I -I I- ' ` U v a
L
' PRECAST CONCRETE o
PROTECTION RING TYPE 1 Z m
c rn
z
<.w min
. � m
STANDARD POST INDICATOR VALVE
N.T.S.<
FLAT BOTTOMED UNDISTURBED EARTH NOT USED.
M "
O TRENCH. BACKFILL LIGHTLY
CONSOLIDATED TO CENTERLINE
O
2 m
� m
OF PIPE.
t°
E �n
m
N.T.S.
\
m
TYPE 2
S
m m
.
a
NOTES:
VALVE BOX - VALVE OPERATOR NUT
COORDINATOR:
1. CONCRETE SHALL BE 3,000 PSI MIN.
BL.AIR PITTMAN
2. CONCRETE FOR THRUST BLOCKING SHALL BE KEPT
PIPE BEDDED IN 4" MININUM ALL DUCTILE
DRAWN BY:
FAIRLY DRY, THUS MAKING THE CONCRETE WEDGE
SHAPE MORE EASILY FORMED WITH THE WIDEST
PART (BLOCKING AREA) AGAINST UNDISTURBED SOIL_
JOB EXCAVATED MATERIAL. IRON LINES
BACKFILL LIGHTLY CONSOLIDATED
O
3. NO CONCRETE SHALL COVER ANY BOLTS OR GIA
4. ALL PIPING AND ACCESSORIES TO BE WRAPPED
WITH 10 MIL POLYETHYLENE PRIOR TO POURIN(
BLOCKING.
5. VOLUME OF THRUST BLOCKING SHALL BE AS SHE
ON THE THRUST BLOCKING SCHEDULE.
X
6" MIN.
X
X _ / MIN-1/3 C.Y. AT 3000 P.S.I. HYDRANT TEEPLAN TEES
PLAN BENDS
1
A5
mITT! f
F2 F
m
18" MIN. - 10" 0 OR LESS
24" MIN. - 12" 0 OR LESS
PIPE
90' BEND
45' BEND
221/2BEND
11/4' BEND
TEE
PLUG
SIZE
A
B
A
B
A
B.
A
B
A
B
C
D
4"
8"
12"
8".
8"
6"
6"
6"
6"
8"
9"
10"
16"
6"
10"
12"
8"
10"
8"
8"
8"
8".
TO-
TO-
12"
18"
8"
15"
13"
10
1 10"
8"
8"
8"
8"
10"
12"
12"
24"
10"
16"
14"
To"
12"
6^
10"
6".
10"
11
14"
14"
25"
12"
20"
16"
12"
1 14"
8"
12"
8"
.12"
14"
16"
16"
30"
14"
22"
18"
14
1 16"
10"
14"
10"
14"
i6"
18"
18-
34"
16"
26"
20"
12"
16"
1 18"
20" 1
20"
36"
TO TOP of PIPE. JOHN BENTON
TYPE 3 HK BY: BPP �-
TYPICAL VALVE BOX DETAIL N.T.S.
ALL PVC WATER
INPIPE
BEDDED IN SAND, GRANULAR LINE AND PVC
EXISTING WATER MAIN
MATERIAL OR GRADED GRAVEL TO FORCE. MAIN.
THE DEPTH OF 1/8 PIPE DIAMETER,
4" MIN. JOB EXCAVATED MATERIAL
COMPACTED TO 4" ABOVE TOP OF PIPE.
.... ........
\ ••• (APPROX. 95% STANDARD PROCTOR,
_
\ \ AASHTO T-99)
TYPE 4
PIPE BEDDED TO ITS CENTERLINE ALL PVC GRAVITY
TAPPING SLEEVE SHALL BE ROMAC BRAND
' IN COMPACTED GRANULAR MATERIAL SEWER LINE.
'�
MODEL SST MANUFACTURED WITH 316
4" MIN. UNDER PIPE. COMPACTED
'❑� 1 STAINLESS STEEL..
�J/\/��/� GRANULAR OR SAND MATERIAL TO
TAPPING VALVE
^�'`.'.' 4"ABOVE TOP OF PIPE.
, (APPROX. 95% STANDARD PROCTOR,
WITH VALVE BOX
AASHTO T-99)
TYPE 5
NEW WATER MAIN
TYPICAL TAPPING SLEEVE AND VALVE ASSEMBLY DETAIL N.T.S.
TYPICAL LAYING CONDITIONS DETAIL
N.T.S.
TRENCH WALL
WATER TIGHT PLUG PROPERTY
- ENTIRE SERVICE SAME MATERIAL UNLESS IN PAVED AREAS LINE
ATER LINE
(WHERE THE WYE, BEND AND RISER MUST BE CAST. IRON) 1
1
CURB AND FINISH
GUTTER SIDEWALK GRADE
PAVEMENT
NOTE.
z 6" M . I
s
ANYTIME SITE WORK, CONSTRUCTION, ROAD WORK,
1 JOINT OF
CENTERED U
UCTILE IRON CASING PIPE SHALL BE
DER WATER LINE FOR ALL CROSSINGS,
z
'-
;...
�1/8th BEND
OTHER WORK CHANGES THE GRADE OF
TYPICAL THRUST BLOCK DETAIL N.T.S.
IF .DIRECTED
BY UTILITY INSPECTOR
� WYE
THEANY
THE FIRE HYDRANT, THE PERSON RESPONSIBLE
GRADE OF 107
f
FOR THE WORK IS RESPONSIBLE FOR ADJUSTING
-
1/16 OR 1/8c
.MINIMUM
NATERTIGHT
THE FIRE HYDRANT TO STAY WITHIN COMPLIANCE.
- -
_
BEND
8" C.A.B.C. W/ TENSAR TX140
-III-
_
III
-III
GRID REINFORCEMENT
COMPACTED SOIL
III
-III
_
I
_
-,TAP TO
STANDARD FIRE HYDRANT
24" MIN. CLEARANCE
-III-
BE MADE ON THE TOP QUARTER OF
MAIN THE MAIN IN LINE WYE IS THE PREFERRED
IN PAVED AREAS
N.T.S. TENSAR TX140 GRID. _-III-) III -I I- METHOD FOR SANITARY SEWER SERVICES.
III -III I -LIT THREADED
��� �° ° �o� o�°�� REINFORCEMENT _ PAVED SURFACE
4m`b o27 ���°q °� COMPACTED SUBGRADE FORCE MAIN BRASS PLUG
III- III -II DUCTILE IRON PIPE SEE ENCASEMENT
NOTE CAST IRON OR
PROVIDE 2 WIDE 6" THICK CONCRETE COLLAR DETAILS
AROUND GRATE FOR ALL DROP INLETS WITHIN -III-III-III-1 I I -III-I I -I I -I OPTIONAL CLEAN OUT
GRATE PER TOWN STANDARDS GRAVEL PAVING 3000 PSI CONCRETE'(MIN.) -III-I 1 '- -' I I =1 FOR WELL MAINTAINED AREA) CAST IRON
-III I -I I I NDISTURBED SOIL
_ FINISHED � 7Tqq ppqq pp 1/8th BEND
SLOPE CONCRETE TO DRAIN INTO GRATE 4'MIN. GRADE BRASSD PLUG
GRAVEL PAVEMENT
I III III -III -III III I -4" THICKNESS CAST IRON WYE
iO
z
3" ASPHALT B" ABC
I I-11
I
-III
-I
I I
111-11
_-I
I
I
-I
11
I
I
111-I
300 ps, CONCRETE '.-.iii
�
=�
UNIFORM STONE j�57
SIDE VIEW
6�r NOTES:
1/2 PLASTE
2 0 _�
n
12" MIN.
12" MIN.
TOP VIEW SAN. SEWER SERVICES WHICH ARE 14 TO. 20 FEET
DEEP SHALL REQUIRE BEDDING IN ACCORDANCE
WITH DETAIL 7.16 FOR FLEXIBLE PIPE. SERVICES OVER
20' AND UNDER 3' DEEP SHALL REQUIRE D.I.P.
w
0�0 o ,o
8' MINIMUM; OVER 6' DEEP.
¢
STANDARD SANITARY SEWER TAP AND SERVICE
12" MINIMUM UP TO 6'
Qm� °®° _ Oo4% °
° °
FROM TOP of cuRe..
`>
oOp
0 (b Q m QO Q �
�`° 0.
(J°
°m°
°,
°� COMPACTED SUBGRADE
FOR SANITARY SEWER DETAIL TYPICAL WATER LINE CROSSING N.T.S.
SEWER SERVICE DETAIL
WITH CLEAN -OUT
-
-III-I
I-III-111 -III-I
I
N.T.S.
T
Z
O
C/I�
U
z
W
W Q
Z
O
O Q
U
W
>O
Z
0 W
O -j
W Z> (n
JOz
LL
D
Ise
O O r"
NO E.
NOTES: 3000 PSI CONCRETE -;o PROVIDE CONTROL JOINTS AT
1. FOR 24" RCP & LARGER USE - - . " " . ' .' • . DISTANCE OF SIX FEET AND FINISHED GRADE
PIPE DIAMETER PLUS 12" FOR MEDIUM DUTY ASPHALT PAVEMENT PROVIDE 1/2" EXP. JOINTS WITH 24 X 36
MINIMUM INSIDE DIMENSION. h 8" I 3' 0' �.�.g" 4' MINIMUM CONCRETE
"H PRE -MOLDED E.J. FILLER
a<oo HEAVY DUTY CONCRETE PAVEMENT AT MAX. 30'OC. SIDEWALK. AT 3000 PSI 2% JAN 2O1Z
2. 24' X 16" PIPE. 24 WITH 12'. <�'ra 6 THICK 3,500 PSI
15" & 18" PIPE, 24' X 36" -
CASTING USED WITH 24" PIPE 4 ABC WIDTH VARIES
OR LARGER. IF PLACED WITHIN
PUBLIC R/W CASTING MUST BE x..1.+'F1s-2« FN A "".,� ''+ •.- .. x wy;
TRAFFIC BEARING TYPE PER;;s1`Y,"plyjl' /'`'3i,sE .? t 2% CROSS SLOPE 1469_0'1'Z9
NCDOT STANDARDS.
'"���;"I i1'.$srts' c. .. dp' Q
E t�('n;,,'T'7 ]i.,'it ¢° ..v d v . P� d P
s fir.- :1__F . `, A' 3. USE 4" X 4" X 8" OR 4" X 8" X 16" .� (bm o Q �.0 4 o4 Cb - _ REVISIONS
�$IOI Y$ DETAIL
SOLID CONCRETE BLOCK. CAST IN 3'-0 � ° °� m° I I_I I I -I I I I I1=11I I I1-11 111-I 11111-III III
111_I I IA 11-1 I Ld I 1111-1 I I-"' I i l I -I 11 SHEET
_ No. DATE DESCRIPTION REV BY
PLACE OR PRECAST CONCRETE TO o .0 �'� oQ COMPACTED SUBGRADE I 1 I (-
MEET N.C.D.O. T. STANDARDS - I I III-11 I I I I I
I 4'-4" - � III-
ACCEPTABLE. -�� _ -
4 FOR STEP REQUIREMENT SEE NOTE -III-III-III 1 I 1 _III -I I I 11-111 Q
COMPACTED SUBGRADE
2 ON STANDARD NO. 30.01.
III -I I' I 11 II APPROVED FOR o
STANDARD DROP INLET N.T.S.
HEAVY DUTY CONCRETE PAVEMENT PERMI T TII V G Q
SECTIONS FOR PAVING N.T.S.N.T.S.. CONCRETE SIDEWALK N.T. Q
..1 IL'I 7:TT IT ��'jl ✓ + _ �T -'T .i .7 1. v 411 A.R•(r'
,. �.", •...�. : t .' .. ... ,.. '�. � +1 I 1 -. I:., It if (III;,

NOTE:
a • 1 1 11 -• • r
INS EC ! r • • -� OW ER, ER INITIAL
CERTIFicATON OR OIF OCCUPANCY. /• NOT INCLUDE
SP •� i
I ON H AR OF THE CONTRACTOR TO COMPLY WITH THOSE REQUIREMENTS
JT,1n iIY • �� -rr�� - ! •
� A
• • r `.i✓'�1/.' �j/��,r - %Si ii--a_f�-7'�,i�4rf *'_. g-srON
� -«--- - _ - - - - • ff _ i'' I `'- IIII
.1/�,/,�//,���i��"�`�`�'�/��I�i_./I[�~�'�I�r��•s^:s. •- - --�.�"=�s..ir:tt.:,c:ir.'7�'� '�-�'�1 i i
� �.'JI/'r-- •'�i:,,j�a+l kme"7: _�I 1.'f7�� .7�►.I
/wrJr/iiiJ sJfiJrll%#!/i-r 1t�iw�l1J►'l�i�!.i■f�oJi�i i%If�l'�,lil%I�#�s'L Arf%FIO ZL Js� v
f • ��„I////�////!5�//J////////////,/�r'//.►`,`,/%/!%//////!/.�%PI 41
,�./!r//J'///J�/.•�//%%r IJOT!!.I!!/•op
._'/!!!/!/lrr�lCl.�l?w`i!!�td_i�l=i!
f • / i ►. J 7 / ` JJ�it L ����%i !J>Jl���iJ!/� �w`�/ 1Fiir 7.►sir i� iw
r ■ " a .� � � � � ! � I'' ' I.I/✓4'i3%far G� � iI r�� . g 7` i)
• C � 1 • - f ® 1 0 J� � �',. ' . � ► / /�
• f �.!i dill///////I�////// ���/1�/t:/.t!/ 'FR
� /'
• - -, •�iii� �►ii�• .l- �li�iili�ri!!l�lie�io,.i�i. airi��i��►iii�li►J///r� l//' ' eeeeee� /�%VA00/O////%//i-iryW'54�%
i �i - J �� ;; ,; ! ! . _ ���■ -
- ��� �s1� • •
_`w_'Y�ir r- -- .-r.."'r-w.-��.,.,,,..■,•y-q<y ^�.�■r�•m�p■�' ,�,�� � r ¢ - �� � �_ .w��' i �� • .
. '�O". _ a_ _-_ - --mac d .V�'�6- _ r-tee'=�_ ► : - r ^� r1 • " •,,'�" •
■ r - - 7 '�Jwi:��an�?elii�'�''.w ;p�!Q��"`.�si• ��fo'!A""`�'-�ti�f� L`fF._IM:`+�o,.•�...�ii�i.%..`w�+G".L�L�` '�' 6.ci � +•", ` lr" c 1
�•• . a • •
• - r ■�
I • • ! • w • • • • • • ! � 'i�•'�r��� �iis•%iiic' ��iii{ S'i• - � • ! • • • � v
- � !• • ! •. 1�Ir�!�•'�iii4•ii%�ji�w•ir?�n%'� • • __..«-_---- • �• •� r
•
r`rrrrrrrr�
rs�t�
BMP EASEMENT
-rr--
-459----
_ _
-
WASHED BERMUDA SOD �-
f
- -
II
CLASS 8 RIP --RAP OUTLET
SEABOARD AIR LINE
S
TEMPORARY SILT FENCE
(TYP ALONG R/W)
2.5:1 SLOPES TO BE LINED WITH
PROTECTION APPROX. 4005E
W/ FILTER FABRIC LINER
RAILROAD
��
(TYP OF HATCHED AREA) I I
NORTH AMERICAN GREEN SC15OBN
80` R/W
r
FENCE OUTLET
4" 40 PVC CLF�4N 0
PROPOSED BIORETENTION CELL
R �W
SILT
SILT FENCE OUTLET
aC 8S
THREI? &FCAPPED AT END.
BOTTOM OF CELL TO BE SCARIFIED
PRIOR TO INSTALLATION OF WASHED #57 STONE
TO PROMOTE INFILTRATION- DO NOT COMPACT
`i
ORETENTION CELL #1 & #Z PLAN VIEW DETAIL
�- - SCALE: 1�, = 30'
BIORET$N'I'ION ci$Id. #2 i8 oarrENTION cELL p SEE SHEET C7.2 FOR DETAILS NOTE:
DESIGN DEPTH 12 INCHES NOTE: DESIGN DEPTH = 12 INCHES 1. THEE R FEERENC BMPS SHOQW PER NGDEENR gMP MANUAL BATED 2pD7 IMPOSE c RTAIN NTINUING
X IMPERVIOUS - 74.5% 1. THEE R F RENCEED MPS SHOWN PER NCD NR g AP MANUAL OAT 2p07 IMPOSE CC RTAIN CONTINUING %� IMPERVIOUS - 54.0�G INSPECTION MAINTENANCE REPA R, AND OTHER RE{�UIREMENTS UPON THE OW ER, A ER INITIAL
TOTAL DRAINAGE AREA (ac.) = 3.53 INSPEC 1 MAINTENANCE REPAIR AND OT I REQUIREMENTS U ON THE OWNER, A ER INITIAL TOTAL DRAINAGE AREA (qc.) 4.15 CERTIFICATIbN OR CERTIFICATE OF OCCUPANCY. THESE PLANS DO NOT INCLUDE ANY
Rv=72.1 CERTIFICATION OR CERTIFICATE OF OCCUPANCY. THESE PLANS DO NOT INCLUDE ANY Rv=53.6 ChSyRpS A,FNBB pjL ffT OF THE CONTRACTOR TO COMPLY WITH THOSE REQUIREMENTS
V= 3630 X 1(in) X 0.721 X 3.53 = 9.238 CF gNSP���VS%A.yNB�pj jART OF THE CONTRACTOR TO COMPLY WITH THOSE REQUIREMENTS V= 3630 X 1(in) X 0.536 X 4.15 = 8,075 CF
VOLUME REQUIRED (cf) = 9.238 CF VOLUME REQUIRED (cf) = 8,075 CF MI
VOLUME PROVIDED (cf) = 9.624 CF 2. GRADING CONTRACTOR TO MINIMIZE CONSTRUCTION TRAFFIC IN AND AROUND BIO-RETENTION SIN VOLUME PROVIDED (cf) = 8,611 CIF 2• IN ORIDER TO AVOIDOCOMPACTIONZOFCSSOILSRTHATO COULD LIMIT IN DTRATION AND FUNCTION 0 ININ
IN ORDER TO AVOID. COMPACTION OF SOILS THAT COULD LIMIT INFILTRATION AND FUNCTION OF BASIN SA REQUIRED = 8,075 C.F./ 1' = 8.075 CF
SA REQUIRED = 9,238 C.F.% 1' x 9,238 CF S.A.PROVIDED S.A. PROVIDED = 10.600 SF (ELEV. 461.00)8,174 SF (ELEV 459.50)
UNDERDRAIN REQUIRED = 2) 6" SCH 40PVC-APPROX. 560LF UNDERDRAIN REQUIRED = 2 6" SCH 40PVC-APPROX. 240LF
CLEAN -OUTS REQUIRED 11 CLEANOUTS
CLEAN -OUTS REQUIRED = 9 CLEANOUTS
±8" To TOP OF CLEAN -OUT PIPE
PROPOSED BIORETENTION CELL WASHED BERMUDA SOD To ENSURE VISIBILITY
BOTTOM OF CELL TO BE SCARIFIED WASHED BERMUDA SOD
PRIOR TO INSTALLATION OF WASHED #57 STONE SCH 40 PVC CLEAN -OUT PIPE 4" SCH 40 PVC CLEAN -our PIPE (TYP OF 9)
TO PROMOTE INFILTRATION- DO NOT COMPACT (TYP OF 11) 3:1 SLOPES (MAX) PIPE TO BE THREADED & CAPPED.
PIPE TO BE THREADED & CAPPED. 6' HIGH CHAINLINK FENCE
EXTEND. SOD 6' BEYOND BOTTOM (MIN.) 1' OFF EDGE OF PAVEMENT EXTEND SOD £' BEYOND BOTTOM
(TYP AROUND PERIMETER) 4FT X 4FT PRECAST TOP EDGE (LIP) OF
AND ALONG TOP I BAN f8":TO TOP OF CLEAN OUT PIPE GRATE TOP AREA INLET
(iYP AROUND PERIMETER TO ENSURE VISIBILITY GRATE El 459.50 FOREBAY TO BE LEVEL AT 3:1 SLOPES (MAX
WASHED BERMUDA SOD 4FT X 4FT PRECAST 458.50
ALONG TOP OF BANK . 3:1 SLOPES (MAX) GRATE TOP AREA CONCRETE FOREBAY
INLET 4" THICK CONCRETE
1 FT FREEBOARD GRATE ELEV_ 461.00 1 FT FREEBOARD 4p' X 25', 3O" DEEP;
�� FT PONDING DEPTH ��' 5' EDGE OF ASPHALT PAVING 8 I 1.FT PONDING DEPTH 70' FLAT -BOTTOM WITH 2:1 SIDES
---E--L---E--V---.-----4----_------ -0-_-- -- - (FREEBOARD)
FREEBOARD El_ -
460.50 (FREEBOARD
EV4s1.01ELEV. 458.50
58.505 ELEV. 460.00
_ -- - -- - RAVEL STRIP =----------- = -5FT WIDE 50D STRIP -- ------- _- ----_---
------------
------------------------------
_� --
I �-T11iI��I tI
i.
-
#I-f-
i_-T-
I
t
I -
I
I
---i_ , .. , . . - • - . .. , ... � " � ; - =11 #�`. "� I E_�# ---ill III= I I I �-1I -- � - -- :::. _ _ _ _ - --- - -- -- _ { =
24 RCP OUTLET 30" RCP OUTLET PIPE � -
INV. OUT 455.57 INV. OUT 454.84 ,I1II I
3:1 SLOPES (MAX) I-
C_-IfI #I I- �6" SCH 40 PERFORATED PVC PIPE.I -.1 -I
H1--I it II�I-#-IIfi--
1=
ii
1 I'
0.5% SLOPE MINIMUM. TYP OF 2)
PROVIDE 4 ROWS OF 3/8 PERFORATIONS +21 ±21
6" SCH 40 PERFORATED PVC PIPE O PERMEABLE FILTER FABRIC 13/W SAND.
-6" O.C. FOR ENTIRE LENGTH OF
0.5% SLOPE MINIMUM. (TYP OF 2) 12" GRAVEL -BAUNDERDRAIN.
SE & WASHED #57 STONE (TYP.) 12" GRAVEL BASE PERMEABLE FILTER FABRIC D/W SAND
PROVIDE 4 ROWS OF 3/8 PERFORATIONS & WASHED #57 STONE IC
-6" O.C. FOR ENTIRE LENGTH OF 2' DEEP PLANTING SOIL (TYP OF HATCHING) MIN, 9" WASHED #57 STONE (MINIMUM 3" OF STONE ABOVE PIPE) 2' DEEP PLANTING SOIL (TYP OF HATCHING)
UNDERDRAIN. (MIN.) SOIL INFILTRATION RATE- 2" PER HOUR BOTTOM OF CELL TO BE SCARIFIED (MIN.) SOIL INFILTRATION RATE- 2" PER HOUR MIN. 9" WASHED #57 STONE (MINIMUM 3" OF STONE ABOVE CLEAN -OUT PIPE) PROPOSED BIORETENTION CELL
MIX: 85-88% SAND, 7-9% FINES, 3-5% ORGANIC PRIOR TO INSTALLATION OF #57 STONE TO MIX: 85-88% SAND, 7-9% FINES, 3-5% ORGANIC BOTTOM OF CELL TO BE SCARIFIED BOTTOM OF CELL TO BE SCARIFIED
PROMOTE INFILTRATION -DO NOT COMPACT PHOSPHORUS INDEX = FI PRIOR TO INSTALLATION OF WASHED #57 STONE TO PRIOR TO INSTALLATION OF WASHED 57 STONE
PHOSPHORUS INDEX = 10-30
PROMOTE INFILTRATION -DO NOT COMPACT #
GEOTECHNICAL ENGINEER TO VERIFY PRIOR TO INSTALLATION GEOTECHNICAL ENGINEER TO VERIFY PRIOR TO INSTALLATION TO PROMOTE INFILTRATION- DO NOT COMPACT
MIN. 4" THICK SAND MIN. 4" THICK SAND
CROSS SECTION B-B BIORETENTION CELL #2 SCALE:1" - 5' CROSS SECTION A -A BIORETENTION CELL #1 SCALE: 1" = 5'
REVISIONS
No.
DATE
DESCRIPTION
REV. BY
Q22
�f
FEB 12
AND EVISE DEX. WAENR TERLINE EQLOCATTIIO
JEB
ION
S'
2443a
OLL
x
�m
ca ,
€
o
COORDINATOR:
BLAIR PITTMAN
a•wr-
DRAWN BY:
JOHN BENTON
CHK BY, BPP
24 X 36
27 JAN 12
1469-0229
DETAIL
SHEET
702

w J
J
NOTE:
LOT 3 IS TO BE RECOMBINED WITH LOT 2 WHICH 15 CURVE DELTA /�r1r;LE RAI)1US ARC TA11 1711I clVIRD CHORD BEARING
o SERVED BY PUBLIC WATER AND SEWER,
THE PURPOSE OF THIS MAP IS TO CREATE LOT 3 C 1 06.19 10- 2994.2I' 330 25' 165.21' 33C>.O8 S 41.36'20-W
o TO FACILITATE THE. PURCHASE OF LOT 3 �. o rT_. z _
FOR THE PLANNED RECOMBINATION OF LOT 3 C 2 04 4 _� 52 _ 4. 5tT ()(?' 4 13 .90' 20i . 4 I r R S 49° 36' 46"W
PREDDY LAND WITH LOT 2 AT A LATER DATE.
NEVI LOT 3
1
rl r
Ory
RF
q cb sT �4R(, Ro a SCALE I _ 100
cc
a Q
h o PREDDY. FRED 0. HEIRS �Z z fI -- ..._, I00' in(} 3OO • 400
ma PIN: 1852-43-2186
+�_ w D.B. 534-58
hd ' REMAINDER
o 84 ACRES
c�
PREDDY. FRF0 0. NEIRS
VICINITY MAP CONTROL CORNER PIN: 1852-4.3-2196
CONCRETE D.B.. 534-58
(NO SCALE) gipMONUMENT s REMANICER '10TE ' p 84 ACfiES /-
c'. tIFT,Y LINE IS'FFPLIrIEOFTRACYS 11rr•S r.!ONJTENT
p ER P. B 534 P . 58 : 0
NORTH CAROLINA; RAKE COUNTY \�1N11EIfJ/� NnS tJOT SUIRVEYED BEYOND LOT 3 p•rf,F-h 9 [WAKE L18}
\ O yrng FL01 TT U FROM !! - P22fi59,74
\ / O E •• 2I55279-20.
�\�\ -H CAW 61 9- O� SAIP PEST, COMPRIFrT FACTOR-0.99994248
1. NIALL W. GILLESPIE P.L.S. CERTIFY TIAT THIS PLAT WAS DRAWN �� Q+ ...��0
UNDER MY SUPERVISION FROM AN ACTUAL SUiYEY MADE UNDER MY `�� U,••,FEss► •• r, I� CS p
SUPERVISION. DESCRIPTION RECORDED IN DEED BOOK 534 PAC3E . 5a . ,•�0 �(�'•, ,� LOT 3
THAT THE BOUNDARIES NOT SIVRVEYED ARE CLEARLY INDICATED AS �'•
TT ; $ ++ 5.000 ACRES +,
BEING DRAWN FROM INFORMATION FOUND IN DEED BOOK 534 PAGE 54 OR :� 217801S.F.
MAP BOOK NIA P. NIA THAT THE RATIO OF PREISION AS CALCULATED = SEq� r; a,� �
BY COORDINATE COMPUfiATION IS 1/I0000•: THATTHIS PLAT WAS PREPARED �� � PREDDY. FRED O. HEIRS 5.
IN.A000RDANCE WITH G.S. 4730 AS AMENDED, WITNESS MY ORIGINAL L-2629 w PP PART OF PIN: I852-43-2186 5�
S1GN URE-REGISTRATION NUMBER AND SEAL. THIS 16th DAY OF JANUARY. 201�?t9y = 'rep,
P.L.S.441190K L 2829 ;' QS \��� A /�C> / \� np
t NALL w. GIL.Esf'E. PROFESSfONaL LAM SURVEYOR L-2629 'iF/,r
CTRTFY OrE OR MORE OF THE FOLLOWING AS INDICATED. 4B a� �� e.r
0 t THAT MAIT
15 OF A StR� T CREATES A 9UBDNl51C�1 ��c �s �°' y �' C 0 N T R 0 L CORNER
OF VM THE PLAANlr10 JURISDICTION OF A COUNTY OR ! *.
AIJ< AUTY THAT HAS AN OFU4ANC;E THAT REGULATES PARCELS �h g1•
,� a` ?. ,%r' NC GRID COORD I t~fAl F
OF LAM. �� F p� �E - _ rl-8224 19 . 58
p 2 THAT TM PLAT 6 OF A SURVEY OF LAND LOCATED N AN AREA �F,� oO , _E \��' E - 2 1 5 5019 . 50
FREE FWN REW.ATM OF PARCELS .OF LAM.
0 3. CHAT PLAT Q OF A slT2VET OF AN EXISTING PARCEL OR pep � � �C OR C/I- LFrrt•n
PARCtk],S OF AND- a J E
❑ 4. TWIT PLAT 15 OF.A SURVEYOF ANOTHER CATEGORY. SUCH AS FH ! O >v t'P 9p J Cti CC I.n fOItIT
THE RECOMBNATgN OF ET45TNG PARCELS A COkRT ORDERED SURVEY.
OR OTHER EXCEPTION TO THE DEFINITION OF SUBDIVI"I
0 S. THAT T1-E INFORMATION AVAILABLE TO THIS SURVEYOR IS SUCH THAT U E V I S T I " I R ^ 11 r I F F
pn�p�c
1 AM UNABLE TO MAKE A DETERMINATION TO THE BEST OF MY PROFESSIONAL� \ EXISTING � � F ` L Px r
c I i I I T t r i E v
� � � .• ^I E
API (1 Y AS TO PROVISIONS CONTAI ED INROUGFI l T}4.! ABOVE LOT 2 FP r !"•5'FR f 10,010 ACRES E- E L F C T R I C+ I r F S
-436035 SO.FT. / s
f r- F n1 11 -T CYFrI t,sn I�I.FS4OrIG I IrIFS
P D.B. 1043 P. 991
I (WE) HEREBY CERTIFY THAT I AM (WE ARE) THE OWNERIS) OF THE PROPERTY PIN:f852-42-3264 / `S j T++v Wk]E" 'LYE
SHOWN AND DESCRIBED HEREON WHICH WAS CONVEYED To ME (US) BY DEED � NODA LLC � �, � FH FANI 1!,pn^.rlr
RECORDED IN BOOK 534. PACE 58. AND BOOK PAGE AND THAT �F \ e UNCHANGED EXCEPT FOR NEW 30' ACCESS EASEMENT / �� co n!,!rfr, SEWER cLEnrl ol!T
I IWE} HEREBY ADOPT THIS PLAN OF SUBDIVISION WITH MY (OUR) FREE TO SERVE LOT 3 UNTIL IT IS RECOMBINED WITH LOT 2. ��� / �.� J� / �rsi 5rrI1 rFr SFW+=R C1,P. tf 0
CONSENT, ESTABLISH THE MINIMUM BUILDING.LINES. AND DEDICATE ALL
STREETS. ALLEYS: WALKS, PARKS, DRAINAGEWAYS. AND OThER OPEN SPACES TO aQ ,` NO P, -P 1 "T TIIE 1-r)TS SIIJWN ON THIS MA
PUBLIC OR PRIVATE USE AS NOTED. FURTHER- I (WE) CERTIFY THAT THE \�` e Qt`O O �Q2 �(rf / 1S rrl A EI ^-)v L11rJ /\PEA.
LAND AS SHOWN HEREON IS WITHIN THE SUBDIVISION REGULATION
\tat�I FEMA LIPH * 3M10,1 IR52
JURISDICTION OF THE TOWN OF YOUNGSVILLE. \ ��GOQC, es Pp EFFECT IVF DATE: JAN. IF,. l004
� NOTE: UNDERG1i0UND � � � • � � P� �/
FIRE PR DDY HEIRS \ 7
WATERLINE LOCATION CU,� ��CQ /�� �� �; d/ NOTE- rr_I_ I, r' ; SHOWN ARE
15 APPROX I MATT
BASED ON VISIBL. Q P' �ti o p• r S TAPJ. E W
i\P P E EVIDENCE. �C'QP�G 5�'� �Qe'�� IIUR 1 7r'rl l nJ- +: !'(,L!E•1) L` I S TA.rJCES e
CONC. VERIFY BEFORE DIGGING. Q ���P ��ACO}{$�r!�r' =R11) FACTC'R - O.oQ9a4248
LOLETTA Y. PREDb / TE 1 �\ rNCRET F. O b
: �1, F o 5 ALL r'_P5 DY ('O')RI�IIIRTE CUrdF'UTATION.
CONCRETE 4, h ti
5 5 I ROH I r f F Foi-! ITT rT S
BUILDING �p,F, �O�c� / G�' r P . f T AT LOT CORNER,
4 l�'�6"�.� `'�, ShyJe�,,��. PG �/ rfJTFR3 T f,n
!r'Zh_4S , . P ,�O rFnD _ PIC C Ri Irl�T1 S
HENRY OMAS PREDDY /DATE ��'� , �1a //� % IN U. = "lr-lJF'f FEET.
s, % 'o• Q Pot `r'
01-3
O' O GRAVEL Q / �.
JE5 EDWARD PREDDY, JR. /DA AD10 WO`` � � ��' /
riz
LOT I \ LP° FFI�
10.010 ACRES F e Q
436036 SQ.FT. ~P� �• 0s NOTE: RAILROAD TRACKS HAVE 6FFII I+ovED ArID 1?F,1[.1 r+r{) (ECErITLY
GRAVEL PP DURING MAINTENANCE AIM P,EF'AIR CFFRATIONS. EXAI:T PAIF UNI!NOWN.
C-3-1994-172 � \ PARRMG \ / AMOUNT MOVED VARIES ALONG CUPR ,T FPO 4 0.0, 7 n 0
50 NOMACO DRIVE SINCE MAY, 2004. THIS SURVEY I1(TrinnS TITS RIGHT OF WA r I.I!'E
PM: 1852-31-8837 / SHOWN IN SURVEY BY DEWBERRY AiID DAMS DATED 1 11-='1
NODA LLC \ L / ,� ENTITLED 'SUBDIVISION PLAT OF FPEDITY L/rIIbS LOT 1 1 2-
50 NOMACO DR. /// AND RECORDED fit BOOK C-3-1991-172 IN THE FRAIIr.-r11 CCI!FITY
ASPHALT / REGISTER OF DEEDS.
/ DIMENSIONS ARE SHOWN TO CURRENT CENTER OF TR,gf,5.
RIGHT. OF WAY LINE SHOWN FOR NEW LOT 3 PEGINS WITH vFVVPEPRY DAV15
I HEREBY CERTIFY THAT THE SUBDIVISION AS DEPICTED HEREON RAVEL � "� CORNER OF LOT 2. AN() THEN VEPGE`; Or-11CK,LY AND FIJOOIHL7 TO USE CEIITER
*� OF EXISTING TRACKS ON THIS DATF. AS CONTROL FrR LC+rP.lf"'1 OF RIGHT OF WAY,
HAS BEEN GRANTED FINAL APPROVAL PURSUANT TO THE TOWN OE
YOUNGSVILLE SUBDIVISION REGULATIONS.
�/�pG A P � h���� �y44�. REFERENCES
WAt58
SUBDIVISIO ADMINISTRATOR T 4 1 ASSISTANt >p a / D-B. 534
f PLAT C-3-994-
4-E72
qs le D.B. 1043 p . 991
TJ_ �4 �► _/� D.B. 1008 P . 365
DATE +
1, zoliK^ W 00 D REVIEW OFFICER OF F RANKL I N COUNT" NC. CERTIFY THAT THE
MAP OR PLAT TO WHICH THIS CERTIFICATION IS AFFIXED M'*ETS ALL STATUTORY LOT 3 rr tt
REQUIREMENTS FOR RECORDING.
�! i l i f .Sl �r �� , ,
l9nA.0-6- w&Od SUBDIVISION OF PREDDY LAND
REVIEW OFFICER'S SIGNATURE. LC1ITd Ir1 lyrf1T(�
l--111P Ia. --_ 1801 White Itr,rch P'l
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