SW7130704_APPROVED PLANS_20130715

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
a�JQ�IJ
YYYYM M D D

APPROX. LOCATION / \ I REVISIONS:
Nl
o
SPECIAL FLOOD HAZARD AREA LINE 2 0'VE JUN£ W. WHITAKER \
(100 YEAR FLOOD) / 20N \ AE D8 7352 PG 623
f m
(SHADED ZONED o & r
/ 6'BUFFERYARD'A' NcGAI
N 184729" W 300.12' � � N 184958" W 147.73' (TOTAL) 88VD83/2pOA
RR IRON / RR IRON 124.63' NAiI 23. f0'I 1 \ \ FRT
- - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - _ _ _ - - - - _ _,. - - - - - _ - - - - - - - - - - - - -\ - - -• - - - - - - - - - - - - - - _ - - - - REDT - - - - - -11 Z\ 1, /
11.0' 11.0' C q I \ ts. a
/ OUTDOOR DECK 2
(
- - - s colvc. SIDEWALK - - - - �:TRA�TRA_
n RIBBON CURB
"ION TO
'� A� I ( IX!-RE�3 a
18\ CEDAR \ 1 \ W
\ a
CR
NC DENR
N�
WNICE D. GRIMES /l/
SAMUEL G. GRIMES
DB 1504 PG 366 S'CONC.NWDEWALK
PIN 5676-56-7365 I \ / I \ \ 1
ZONED 82 34.0' IZO' \ \
HANDICAP SIGN
CK
3N 1 z� \ �g
(VARIES) / I I 6.0' ..� \_ Zp E
1L3' 17.0' 26.0' 17.0' I5.0' / / 10 20' /
TAPER Z] ZON62 a
PROPOSED
16 11 BUILDING�.g
N /
3 I HE = 14.7'
� '. I � O In \ •� O (T \ / / /
3 N/F
5 JUNE W. WHITAKER
C � . - OB 7352 - 673
APPROX. LOCATION IJN / ! �. ti kz�E,14ra'
\\5676-57-3013CIOj ' 22" WALNUTZONED O & l �/`B/1PALLOOD Inr HAZARD AREA LINEoHANDICAP SIGN 4(100 YEAR FLOOD) X `N-"PJTAPER WALK 6CONG SIDEWALK 5'CONC SIDEWAUC12 Ct\ARi�' �I.r RB (^'Ply S z6.o' 13 ®§ I ��NSO' MBL 16 CEDAR 6'BUFFERYARDS' qi' i'TRANSITION TOR/880NCUR8 R3.5' ,/ CSC \ Z I 2pNf low
V O
TRANSITION TO O I \ k (S
i I SPILL CURB(TYP) �y RIBBON CURB b / ZONE x e \ 1� \ - ,r \?o"FIN£
O, O (SHADED)Ilk 7�
11.0' 9.0' Pg. o. 11.0' 9.0' I 'O, Qc,.. 204E H f q7J \. \ \ \� \ `_ Z
} {� 0 32 0 9.0 11.0' OEDJ \ 60 2p" PINE
\\ \ \ s'xa' eox
I ® 4 M ,^; �� \ / \ ` CULVERTS
> 36"VALLEY GUTTER 36"VALLEY GUTTER -d \ \ -\ INV.'1.62' V f4�
CONCRETE WING WALL �l
y h L _ - - (LOCATION APPROX ON MCC �g
Y - - - - - ", p{� q, ' / •q /,q // i 2B.O' 20' IPINf I' NORTH END OF HEADWALL: Q O
{ l• M� �� N/®•'N���/W W,�r �,N�' A' A� Y, \\ INACCESSIBLE)
16' FES -"� p$ 11.6' 36.0' 11.6' S 18 49 51 " E 300.04' i' \ STANDARD CURB ElP I I -\ O Q
\ \ 16 / 6'BUFFERVARD'A' /
INV. 8.73 Ex DI 1" f 22043'
\ \ - TOP- 92-SF-' SF & SF SF 15" FES 470 LF= 94 SHRUBS o \ \ m
GUTTER (TYPJ `TI'_ .•.. ' " S 18'49 5
78LFLU
=165HRUB5 - SF��F- I SF SF Sp-� u 30"rrcP 1' /
\ I RR IRON I SF h F Vn' wv 34e
_---QHE --, -_OHE --�--C ----- OHE HEE----- OHE OHE OHEOHE-ONE-------------OnE _yHE. -- Ch[--- ONE- OHE -� ��t - w1
-w- - - w i / EX RAILROAD IRON _ - ._ --'� - �p0� � � \ , , w 91 0 Ca \\...//
: N 666610.47 N - - _. - - w - .. - w - - _. -. _ O m ,2 s I FH - 2 p Qp1 Q1�• / ��/ _.
532.2g51�E / - LU
£ 2575881.70 EXIS NG WATER L w - - -- - - - -- - w I - - - FF! - \ Ex. ce ,Q-
APPR XIMATE COCATI - - W - - - - - w w -` -- -- - - - - CURBI' TOP 11.82 / 0 Q I i� CONCRETE / W
ca
EIR�// 8 I. m I w--- / c r`
3 82 I w -04- - --- yr -- - - - - - w - - - - - & GUTTER (TYPJ -s> NE k \ v. a.2 / `^1 11� I,I HEADWALL
v
t1p14-
7n7
48"VALLEY GUTTER I 48 VALLEYGUTTER \ IN 7 'Jo =e-__- -D- - -o--D-__--p---D--__-G -- o- -o- o30
---D _-D _ G ---D- - - -_ --_ o- c- o 11 - 18"RCP 24RCP `I EX.' CB 24"RCP \ V
12.02. TOP 1221 .. ZONF2
Z2= _: I / INV. 5.46
��6656
E•257597067 /
---�- - DOUBLE 5'x4'
ELEN 1203' ^ � � I� / IAPPROXIM:A�TELOCATTON ' `1 ' CONCRETE BOX CULVERTS
NOGRIDNAD 83 (2001 ADJ.) - I {.� % AODAR� E FLOOD HAZARD.
(SITE BENCHMARK)_ -_____ _ _
IT
N0657pg.w 387 / -_ - -_-- -_
APPROVE
l CAROLINA AVENUE - US HIGHWAY 17 ~r, cAFtQlI1�ABN4IRONMENTAc 1 `\ I � � e
o / f50' PUBLIC R W 68.7 B MAMOEMENTC:OMMIS�S"Ckd W w °' d
( / /B) 'vLstQN OF 4vATr R QUAt? r c o
_ In al •- A =
EX SDMH'
FXL CB
TOP 11 6 _ _ vn iTtPi1 I :�1R1 I t `0 (0/T TOP 11. 79 s C) W
INV. 762�II fi4V. 5�4.- i \\ \ N o _ a
-.. "'------------ '---------- 2 -.�2` -- - - - - - - ---------------'------------_-----_-. ;I Me
----- •�<Y �N �
i i '1 Jn --- -- --- - -- t co
TO CO ' CONTROL POINT 2 IRON REBAR n
INV. 6.01 EIR
.. LONES HOME CENTERS, INC TOP 1231 � � ( ) �'` _o C N
• N: 66694397
/j 82575864.41 t I I
OB 1751 PG 65 ELEV.' 12.18' ,. __ O Z
- - --------------------" \ / / PIN 5676-66-6578 -
"sr £X. C8 ` ti \\ / ZONED 82 NC GRID NAD 83 (2001 ADJ.) SHE ___ _ -- -- Or+E OH` m - v
TOP 752 / NA VD 1988 - OHE --- OHE --- 5X4' BOX v N
mv. 752 \� - 1 oHE - ofiE __ ---- oHE - `{ (SITE BENCHMARK cut VER IS rn - N
CHE OHE -- --� OhE - OHE OHE--------------(� OHE OIL - ) ?D' 0 1 G' 2D^ INV.�2.84' ��, y v3 C
Site Data �/� FH �t� , LU
o ( N
TOTAL ACREAGE IN TRACT: 2.16+/--ACRES
SCALE 1 inch = 20 It -
GROSS BUILDING FLOOR AREA: 14,593 SQ. FT. (SF) ¢: CA,,,,��
BUILDING HEIGHT IN FEET AND STORIES: 35'(2-STORY) ABBREVIATIONS °°�t\AC R0�'''
TOTAL SQUARE FEET OF IMPERVIOUS SURFACE: 54,680SF
PROPOSED
PROJECT
LEGEND
EXISTING
PROPOSED
EXISTING
PROPOSED
EXISTING
PERCENT BUILT UPON AREA: 58.1%
N/F NOW OR FORMERLY
DI DROP INLET
CURRENT ZONING: 82
DB DEED BOOK
CB CATCH BASIN
HYDRANT
<
IRON PIPE
Q
RIGHT-OF-WAY (R/W)
� REQUIRED PARKING: 87SPACES
PG PAGE
RCP REINFORCED CONCRETE PIPE
PARKING PROVIDED: 100 SPACES (INCLUDES 4 GARBAGE SPACES)
N
VALVE
x
IRON REBAR
Q
GAS
s
PN PARCEL NUMBER
CONC. CONCRETE
REQUIRED HANDICAPPED PARKING: 4 SPACES
R/w RIGHT-OF-WAY
MH MANHOLE
p
METER
Cr Cm
COMPUTED POINT
0
ELECTRIC (OVERHEAD)
HANDICAPPED PARKING PROVIDED: 4 SPACES
CURB WIDTH
SDMH STORM DRAIN MH
©
SANITARY SEWER MANHOLE
RAILROAD IRON
- S SANITARY SEWER (SSWR)
-- - - - - --
PIN: 5676-56-6954, 5676 56 7731
BIB BACK-TO-BACK
PROPOSED USE: MEDICAL OFFICE
APPROX. APPROXIMATE
SSMH SANITARY SEWER MH
Ui
STORM SEWER MANHOLE
x7z34
SPOT ELEVATION
STORM DRAIN (STRM)
- - - - - -
=� STREET ADDRESS: 1370 CAROLINA AVENUE
EX./EXIST. EXISTING
FH FIRE HYDRANT
CATCH BASIN)
DITCH (TOE)
- --- -- --- -
- W WATER
-'N- - - - -
WASHINGTON, NC 27889
EL./ELEV. ELEVATION
Parking
Requirements
INV. INVERT
DROP INLET
DITCH (TOP)---�
BRICK
L_--J
FFE FINISHED FLOOR ELEVATION
BES BARTLETT ENGINEERING & SURVEYING, PC
FLARED END SECTION (FES)
WOOD LINE
DENTAL/MEDICAL OFFICE: 3SPACES/EXAM ROOM
CHECK DAM
GRAVEL
_
F "7
L 7
1 SPACE/EMPLOYEE(INCL. DOCTORS)
LARGE TREE
Owner/Developer
VEGETATION
REQUIREMENTS
-SF
SILT FENCE
CONCRETE
C
TOTAL NUMBER OF REQUIRED SPACES:
r
LIGHT POLE
19 EXAM ROOMS x 3 = 57 SPACES
WASHEYE, LLC
STREET TREES: 520 LF/40 =13 TREES
EVERGREEN SHRUB
ASPHALT
30 EMPLOYEES = 30 SPACES
4005 RIVER PARK DRIVE
PARKING LOT VEGETATION: 92 SPACES/ 10 =10 TREES& 40 SHRUBS
POWER POLE
a
-
TOTAL REQUIRED = 87 SPACES
SUFFOLK, VA 23435
PARKING LOT SCREENING: 39OLF/5=78SHRUBS
GUY ORE
coNTouRs
y
PHONE: [phone]
\ ✓ /
ACTUAL NUMBER OF SPACES:
SIGN
100 SPACES (INCLUDES 4 H/CSPACES)
ESS/p-'`y�'.
SEAL
�? 17376
GINE��
7' D
2EIl. 7-/2'La/3
June 24, 2013
SURVEY BES DRAFT DLC
DESIGN DT/SF CHECK FDT
PROJECT No. 2013045
DRAWING No. W-35Q2
SCALE: 1" = 20'
SHEET No. OF 7
I
s
#
TITLE
C1
SITE & LANDSCAPING PLAN
TP1
EXISTING SURVEY
C2
DEMOLITION PLAN
C3
GRADING PLAN
C4
SANITARY SEWER MAIN EXTENSION
C5
CONSTRUCTION DETAILS
CIS
CONSTRUCTION DETAILS

NOTES
- AREAS COMPUTED BY COORDINATE CALCULATIONS
- NO GRID MONUMENT FOUND WITHIN 2000'
- ALL DISTANCES SHOWN ARE HORIZONTAL UNLESS NOTED OTHERWISE
- ALL RIGHTS -OF -WAY ARE PUBLIC UNLESS NOTED OTHERWISE
- NO CEMETERIES WERE VISIBLE ON THIS SITE
- A PORTION OF THIS PROPERTY IS LOCATED IN A SPECIAL FLOOD HAZARD AREA
MAP No. 3720567600J, DATED MAY 15, 2003.
- NO WETLANDS HAVE BEEN DELINEATED ON THIS PROPERTY.
- THIS PLAT IS SUBJECT TO ALL EASEMENTS, AGREEMENTS, AND
RIGHTS -OF -WAY OF RECORD PRIOR TO THE DATE OF THIS PLAT.
- ALL UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE LOCATIONS ONLY.
- REFERENCES: DEED BOOK 1369 PAGE 607
ESTATE FILE 95E PAGE 1
DEED BOOK 525 PAGE 487
DEED BOOK 1352 PAGE 623
DEED BOOK 1759 PAGE 810
DEED BOOK 1151 PAGE 378
PLAT CABINET F SLIDE 49-1
PLAT CABINET F SLIDE 49-2
NC DOT R/W PLANS,
PROJECT No. 6.803939, SHEET 13
SITE DATA:
TOTAL LOT AREA:
ZONE:
PROPERTY ADDRESS:
OWNER:
NC CRID NAD 83 (2001 A.' 1
(NAVD 1988 VERTICAL DATUM)
TOP BANK 1
EX. CANAL
0
CHAIN LINK FENCE \ \\
(ENCROACHES WEST OF 9� �.6j •1�, ,\�
PROPERTY LINE UP TO 2. /✓ ^�o+�
,t/
JUNE W. WHITAKER / / / / Ai REOTIP
DB 1352 PG 623
5676-57-3013
APPROXIMATE LOCATION 9 / N1$ / 1yA63 \`</,
SPECIAL FLOOD HAZARD AREA
LINE (100 YEAR FLOOD)
ZONE AE / X` TIN 35,751 SF CEDAR
0.82 AC
IIII' TOP OF BANK
EX, CANAL
0
0
N/F
JUNE W. WHITAKER
DB 1352 PG 623
5676-57-3013
LOCATION MAP
NO SCALE
SHE$ f \ ` j; \\\ o ��g• g
i �j EX 7-ST.
WOODE4 i/ BB CK BARN C0
WOOD X\ J
24�•9. ` DECK \ \ FO • �� �9
,'� \ , OAK \ ` i`�OS!)\.�/ / 1\
X. 1-ST. FRAME / VVV l \ 6" MAPLE \ \\\/-6� \ \
BARN W/SHELTER / / CLUSTER0.
\ DECK W1 22,
\ WALNUIe•\\\ -4
K Opt\<J A/C UNIT n � 9
PECAN
5NEL FENGE EX,
BR CKST.
58,317 SF // / / � / /) 1\NK v CEDAR \ \ \\\� ZONE (SHADED) CONCRETE
ONWALRE ENWNG
FFE-12.18 \ \\ \ \ \ \
1.33 AC / / ORTH
151.16" \ \ \ I N END OF HEADWALL
' so" / / / / MAPLE / _ CEDAR \ \ \\\ \\ \ \ IS APR XIMATYE.
OAK / / 0 / WOOD DECKS 20" \'��\\\
/,I\ & STEPS PINE ) \ \\\\\\\ CUL�VER t�yS (INACCESSIBLE
°+l/ / / / ` ItiOL�c' ao"rmN/ \ \ s\\\ INV:2.62'1
36"Q MAPLE I ��
O1+ / OAK EX. 1-ST. .. 24 INI 01
/ I / ✓ / / ` / OAK a FFE-10.32 I g'• AE PINE\ , / /
( ) ( 20' FRAME BARN I (� • ZONE 2O ) ( O i - - -11-
`4tYY 24" 12 PINE [ _ / ZO �� /1 ��-
18" ,vOAK r OAK I 24" PINE PINE NE X tV2
NE4.
EX. 1-$T. / 34" �t 20" TWIN AB'`TWIN / O "2a" PINE (SHADED) PNE 43 \ 30"RCP
/ WOODED VINYL SIDING / / 0 C�OAK / �9` OAK \ / I 4�lff�r�� o-' OAK 18"PINE yy0• J INV.
/ o FFE-12I 30 / / / \ Sac \ / / / 1\ ZONE.-1:E', I vr PINE / /// % ` '� % CONCRETE
' I / 15" �`-/ Nt.: 1�, 14„ PINE, PINE 22^ PNE / EX GB' / `� / /
L4YN' HEADWALL
OAK �.• `` ZO 12" PANE PINE 18 12" PINE 01A� , /j�p 11.82
I / \ 1p" (SH AD1'�) 10" 20' PINE i�E 12" PIN/ / 1� INV. 4.27 X .
20" / PIE PINE15" * PIN / x� O
/ • ' `' \ OAK t A u �INEy PIN 18" 20" PINE PINE / / ZSN x11.94
OAK/ '\ • T PINE E / n.�� ADED) c+ 0
{�} tB% .�\ p ASPHA�.7 PNE PINE PINE 6 / / / / /
4 3Fr' .+. / / •. o / mar $AK / G 1 �Sp\I DRIVE c If 22" aia'E ONE / -' ZONE X
OAK \2q - / BRICK ` 36" / / t`V E \ PINE
PINE . _r /J/ 12.00
11- OAKS-., f - SIDEWALK / 20" OAK / 5'{• "\\\ PIN /- / �/ ` - - - f•
// .' MAPLE �-[ il' E`A. BV\ 0\NG \\ \ .ep� PINE / / 3ONE'X �/ -/
12' \/ \i BR\CK yd468 9. b--f10C- cP ; ° A _ 10- /` / / / `i z,x.xa Y.
G'ta" OAK / / FfE i / bWOOD ; c�T� / // / APPROXIMATE LOCATION
OAK / $TALL U'� 15" FES \ / / 13'airr/ MODERATE FLOOD HAZARD
t8" / / 23 BRICK \ \ INV. 7.37 VOONE / �� �/ AREA LINE / / �P� ' ,xll•w
cv' 042 \ �.�1 / /
18' COLUMN 1a10
APPROXIMATE LOCATION ; / OAK /",18, OAK '\ `_� •�1,9 EX. cB
SPECIAL FLOOD HAZARD AREA `s / 'B^ __� j 2a' TWIN �010 ASPHALT r_ 1 i % x'2'� /
�/ OAK OAK � OAKS 4' TALL / DRIVE 1 FH 11.60 ,j 1 /� TOP 11,79
LINE (100 YEAR FLOOD) KD / / l E / P / % ' 1 Y / INV. 5.54 /
-.' ` BRICK I V� ,,.9 'L SD' �WA O x J 'r ,50 / .. MAPLE COLUMN 8 DOG- IG
WOOD I 6. ',(./ \ / _12- /�� \ / U°7 xtzal
OAK 12" DOC 10.8 2.19 12.�1 i
y\ WOODED EX. CEI
ASPHALT BOAK / ` ii'�° zsJ / TOP 12.21 �/�N�� B�C R O / / / /i `'sJ ONE 5'X4" BOX
DRIVEaeeeTTTcUUY"24DI 7 46� AY" + PU -(Q B / / / CULVERTS
OAK 1 ' � / INV. 5. in /
POSITIONING SYSTEMS (CPS) IN CONJUNCTION NTH THE NORTH OAK / _I,- TS}2,9.22/ / N 6 I NA xlza815D '' BC / / INV: 2.84'
CAROLINA GEODETIC SURVEY'S VIRTUAL REFERENCE SYSTEM VRS , l /; ! INV. 6.33pp / v 1° 35 RO✓ S• / 6
WHICH IS BASED UPON THE CONTINUALLY OPERATING REFERENCE) ZONE X 000A' l T / W G`p1 ♦7 / i/ pN
STATIONS CORS . THE VRS SURVEY TIE WAS PERFORMED ON APRIL 17 0 P�' �01 ` lose (SHADED) / J 123J '
( ) F, BRICK FENCE AND x10.54 / BRICK FENCE ND /
2073. ALL MEASUREMENTS SHOWN HEREON ARE REPORTED IN U.S. P BRICK COLUMNS BRICK COLUMNS E ' d'. / / /
SURVEY FEET UNLESS NOTED OTHERNASE.k' xtxaJ /� /
ZONE
X�/V�-/ W ' 12 / q / // i e' / ON /
Izil
/
'I' \ o ` o.9z �-' ONE/ / / ' u.x / / /
N 70'.06, E tta.n ' I / W.� _c�r\ / �� / ' / xq.55 / ova
1 .O6' / ` Nam`_ / /
GRA
1DRIVE r\m OHS / / /� / CONTROL POINT �j2/ /
11 / W TON/ // IRON REBAR
SE LOG/ / 1 /� x1xsJ N: 666943.97)
I, Chad E. Pomeroy, certify that this plat was drown under my ) ( /t OX\t•AP / / / .n E: 2575864.41
supervision, from an actual survey made under my supervision; that I \ / P� / / / 12'2' /
the elevation represented b an contour line as lotted on this tat , \ x 0 ;� � / /
P y y P P INV. 8. 31 \� 2.04 / / / NC GRID NAD 83 (2001 ADJ.) /
shall not have a vertical error greater than one half of the interval of -s.• 'f'� �;et ly // xtx.68 i / EX. CB E NAVD 7988
the platted contours over 90% of the area covered; that the location \ / EX) RAILRp47D-1 / / TOP 12.31 ON /
/ N 66667�47 Gp 381.70� / (SITE BENCHMARK)
of significant items such as horizontal control lines, buildings, utilities, / / � 257/5887.70f2o 8 R `e �•� / / / / INV. 6.01
roads, trees, etc., shall be shown within scaling accuracy of and In ,1,111,L'„ J t.]9 9"W
relationship to the horizontal control line or control points to each 4``",,H ��� �'rr�� / J 1g RCP / j '�° .! NO6'S7'0 TtE LINE ONLY)
other; that this plat was prepared in accordance with the standards �.` '. E , es„a \ / (
/ y hV z1z.s4
of practice for land surveying In North Carolina, as amended. Witness � �� pFLSS/ `9 _ �,0 •� \ � � /
�my rjginal signature,,,(egis trot' number, and seal this . QQ -•r9� ; ` S3�hy. L
L 7�f doy of Plow . 2013 _ SEAL _ -� GI Y/ / c / / EX. C6 � . � / 12.42
L-4741 SIGN y `2`-44P 12oz x,23,
SIGN V. 7.
Professional Land Surveyor L-4741 '•,,gor,E11PaO��,,`` // ON
12.3D
/''rtt. 2 \ / ON�� / y13FH
xu.zs
CONTROL POINT #1
1V PjE J / / / / "i1.65 (IRON REBAR) / / NE 2.e2
pPPRox_9 / / / E:25759 0.61 / // EX. SDMH 18 RC " �! 0 1
EX. SEWER MANHOLE / / / �// TOP 11.69
W 10' / ELV: 12,03' / INV. 7.62 �° \
INV IN .73' / / / / / NC GRID NAD 83 (2001 ADJ.) ///�
INV IN:1.53' /
/ / 1 / bus° NAVD 7988 // \
(SITE BENCHMARK)
9 /pK/Of C,UFi� EX. CB 12.64 TOP 1.67
W 0 p1'1 NV. 7.52 /
/
FH
191.-'11.27 EX. SEWER MANHOLE
/ p't TOPA1.36'
UNE�gYP INV OUT.1.96' /
SE'Nv" V_ SHELF: 2.21'
p11
UND�p,RS 40 / '
"P GRAPHIC SCALE
30 0 15 30 60 120
PARCEL ID No.:
2.16 ACRES*
B-2
1370 CAROLINA AVENUE
WASHEYE, LLC, A DELAWARE
LIMITED LIABILITY COMPANY
4005 RIVER PARK DRIVE
SUFFOLK, VA. 23435
5676-56-6954
5676-56-7731
LEGEND
• NEW IRON PIPE
o EXISTING IRON PIPE
❑ EXISTING IRON REBAR
i1 EXISTING RAILROAD IRON
Is COMPUTED POINT
GMC3 EXISTING GAS METER
* EXISTING LIGHT POLE
0 EXISTING POWER POLE
Q EXISTING SEWER MANHOLE
FH -0 EXISTING HYDRANT
D.a EXISTING VALVE
o EXISTING WATER METER
1M EXISTING CATCH BASIN
m EXISTING DROP INLET
EXISTING FLARED END SECTION
0 EXISTING STORM MANHOLE
VRS TIE
ALL BEARINGS, DISTANCES, AND COORDINATES SHOWN HEREON ARE
LOCALIZED (GROUND) NAD 83 (2001 ADJUSTMENT) HORIZONTAL
INFORMATION (UNLESS NOTED OTHERWISE), BASED UPON THE NORTH
CAROLINA STATE PLANE COORDINATE SYSTEM, NTH NAVD 88
ELEVATIONS. THE N.C. STATE PLANE COORDINATES FOR CONTROL
POINTS L AND 2. SHOWN HEREON WERE ESTABLISHED UTILIZING GLOBAL
BARTLETT
ENGINEERING & SURVEYING, PC
1906 NASH STREET NORTH TELE: [phone]
WILSON, N.C. 27893-1726 FAX: [phone]
LICENSE# C-1551 www.bartiett.us.com
N/F
JUNICE D. GRIMES III
SAMUEL G. GRIMES
DS 1504 PG 366
PIN 5676-56-7365
n
1f
DATE: APRIL 2013 PROJECT: 13-105
SCALE: 1" = 30' CLIENT CODE: WIMCO
CADFILE: 13105TPI
TOPOGRAPHIC 1370 CAROLINA AVENUE (BUS. HWY.17) FIELD BOOK: 318
DRAWN BY: LR
SURVEY BY: TB, DS
SURVEY - WASHINGTON NORTH CAROLINA - (04-27-13) ADDED BREAKLINES TO ADJUST
REVISIONS: CONTOURS JUST WEST OF CAROLINA AVE.
(04-29-13) OWNER'S NAME REVISED.
° (05-04-13) ADDITIONAL TOPO TO SEWER SOUTH OF SITE SHOWN.
( IN FEET )
1 inch = 30 ft.
WASHINGTON TWSP.
NORTH CAROLINA
PIN #
BEAUFORT COUNTY
ZONE: B-2
SHEET TP1

TOP Or BANK REVISIONS:
NIF CHAIN -LINK FENCE EX. CANAL
JUNE W. WHITAKER
DB 1352 PC 623 (ENCROACHES WEST OF PROPERTY LINE UP TO 2 0)
5 -57-JOIJ 7
576
N
—10- ---- --
r
WOODED TFE
9- -- sl
-18-4729m W 300. 121 9 9 N 18-49'58- W 14Z7J' (TOTAL) I
RR IRON - N —10- x NAIL
23.1
SILT FENCE OUTLET T24.6,V
CLEARING RED TIP
LIMITS lvc
60" OAK ��-EX I-ST (TYP) (V4 6RID
z1g,
EX. TIN SHED \j
CLEARING LIMITS FRAME BARN (REMOVE)
(Typ) �?Ooj
IC4Z
(REMOVE) z EX 19-
SHEL TER WISHEL TER I -STD( \1 m
AA BLOCK
1A ��
BARN
(REMOVE) CLEARING LIMITS/ WOODED RIPARIAN BUFFER 18" CEDAR cc
CONC
REMOVE/X
N,IF Ao 24' OAK
JUNICE D. CRIMES W dl,
SAMUEL G. GRIMES
DB 1504 PG.366
PIN 5676-56-7365
WOOD DECK
x
-z7:-
CLEAR& GRUB 6" MAPLE CLUSTER
SATFENCEIS % Z X
WOODEDAREAS EX. I-SP SFIEL TER .OVER LU
zi�LIMITS OF DISTURBANCE FRAME: CONC. PAD 'Z/ TA
(2.5ACRES) (REMOVE), 0
TO um" (TVP) 15' co TOP OF BANK
VINYL SIDING MAPLE EX. CANAL rm
FFE- IZJO
(REMOVE)
EX. 4'CHAIN-tiNK FENCE
(REMOVE] �A
Bit 36" OAK
A IR OVE)
35, 20" OAK 6AK W1
OAK
x .1,
J4" OAK EX 1.5-ST. UNIT T
.lq BRICK x
FFE- 12.18 18" OAK 40" TWN MAPLE (REMOVE) AIIF X-�24 OAKS E JUNE W. WTAKER
9 08 I352 PG 623
5676-57-J0I3
20" TWIN OAK
BRICK SIDEWALK
18" TWN OAK 22' WALNUT\ 8-
(REMOVE)
v
18" OAK cc
9- 32- OAK a
18" OAK WOOD DECKS A ray� z
STEPS rig fj
12" OAK J6- OAK a
15" OAK (REMOVE) a
E. 1-S-r
18" OAK 20" OAK 18- OAK FRAME BAR
WOODED 18" OAK FFE-10.J2
T 20" MAPLE OAK, (REMOVE) 6
018. la" CEDAR
X
78" OAK
17 , 00 J6' OAK
24' OAK rz
z
(REMOVE) 24" OAK
ASPHALT DRIVE 36" OAK 24" TWIN OAKS
-`/l '' ,`.` ._
12" PINE 24" PINE 2*' PINE 72" OAK EX. I-ST 1 20" PINE
TEMPORARYGRAVEL
BRICK BUILDIN611 8' PINE V\
F
24� OAKI CONSTRUCTION ENTRANCE FFE-10.0r 8" PINE A
(REM"
(Typ)
18- MAPIE
24- OAK
PI
PINE ci
10 12" PINE 20
CRICK FENCE IL4 14" plNEji, L�. 14" PINE 20- PINE,' z
AND BRICK IK RIM Q M J6" 1 - �i ,
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00 5'�4'80X 10
(RE 20" P'NE
000000 INV-262'
4' TALL BRICK COLUMN
CONCRETE WING WALL
(REMOVE) (LOCATION APPROX. ON
Uj 0. III's ASPHALT DRIVE I 6�� �
1 6' DOGWOOD Go 1(8" PINE 02" PINE 'a" PINE * %01
8" DOGWOOD I" PINE 00
rP 00 15" PINE NORTH END OF HEADWALL; LL
4' TALL BRICK COLU4N --- 20" PINE,
? I w -A�t Aw,
L AQ0 INACCESSIBLE)
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S18 1,��E 220.43'
15 FES
iz
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TOP 9 22 `z ui
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X IE N 6610.47 EXISTING WATER LINE
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EX. CB HEADWALL
TOP 11.82 '5
6
APPROXIMATE LOCH -W-,- -w- -W- -W, q..
EIR 0 0
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TOP 12.21
--WV-_7.22 INV.-
5
WV 5.46 ---- - --
-12-
-4-
E.2575910.61 DOUBLE 5'x4' 45
-12,03' ELEV CONCRETE BOX CULVERTS
NO GRID MAO 83 (2001 ADJ,) Q MUNN
NAVD' 19W 01
(SITE BENCHMARK)
----- - ---41 20 4-4v
NO -
09 -IV
a
US HIGH WA Y 17 CAROLINA A VENUE
C 0) W 0 0
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TOP 1179
TOP 11.69 cn E
INV. Z62 IN V. 5.54 (n 0
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --- — — — — — — — — — — — -- — — — --- --- --- --- --- --- — — OD E - - - - - - - - - - - - - - - 0
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EX. C6 w
-1 Q --0 CONTROL POINT 42 (IRON REBAR) co
TOP 12.31
E. 2575864.41
!NV 6,01 EIR N.,666943.97
- - - - - - - - - - - - - - - - - x ELEV. 12. 18'
0z
NC GRID NAD 8.3 (2001 ADJ.) CHE EX, CB Z-E
TOP IL67 NA VD 1988 OHE - 5X4' BOX
-S\ILTFENC9' OUTLET
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-
DEMOLITION EssdV.
PROPOSED LEGEND EXISTING SEAL
17376
x TO BE REMOVED/DEMOLISHED 'AGIN
(REMOVE) TO BE REMOVED/DEMOLISHED RD I I
FENCE -0- Rf-V-
BUILDING/STRUCTURE June 24, 2013
yQ DEMOLITION SUMMARY OAK, DOGWOOD SURVEY BES I DRAFT DLC
BUILDINGS 7,163 SF PINE DESIGN DT/SF I CHECK FDT
DRIVEWAYS 4,566 SF WALNUT + PROJECT No. 2013045
(EXCLUDES PAVEMENT WITHIN
RIGHT-OF-WAY) MAPLE DRAWING No. W-3502
SCALE: 1 = 20'
PECAN
SHEET No. OF 7
CEDAR
RED HP BUSH Q C2

APPROX. LOCATION / \ REVISIONS:
\ CC,
SPECIAL FLOOD HAZARD AREA LINE - 2pN JUNE N/F W WHITAKER 9 8 -
(700 YEAR FLOOD) / 20Ne X HA £o °5676 57 30f23 7
\ IVcGR ?
/ \ _ 9 _ . 8 SILT FENCE ` 1 \ I (IV4 �D
g-. - - __..y OUTLET _. - 1 1 " r\ D19 4DY3
RR IRON N 18 47 29" W 300.12' _ 10 _ _� N 18'49 58" W 147.73' (TOTAL) \ 88 (iF (7p01
s / - IRON- �p NAIL 1 1 RT7C4 q�j)
SILTFENCEOUTLET T 9 10 / DI1 Df2 9�_ "T24.63' RED
t:�7j 23.)I'1'I ' I UgTUTjj/
TOP 13.25 TOP 13 2S
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15 RCP
0
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\ \ ti y
12 \ 1 `\ W O
ac
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TOP 13.40 W W W - /NV.F QO 78t CEDAR \ \ D \ 1
TW TA / RIBBON CURB v ° •a'
INV. 10.90 7W x .,, 13.8 29% 4 CO q CO \ \ I / . **DETENTION BASIN SHALL S SERVE
J
14.09 ^ .. - - _- i59 w ���13.59 - ._ .--- -- -- -- - I 9" ,ER 2
TW 20' ERGENCYSPILLWAY a ,\ ATEMPORARYSKIMMER
m / / - \ I ELEVA,T/ON 11.5 \ \ 11 \ SEDIMENT BASIN DURING a
TA \ 14_69 I INSTA PERMANENTSO/L /ICONSTRUCTION. CONTRACTOR
JUNKED GR/ME511/ 130� .� li \ - TIN �0 I --.2'PLYW000 REINFORCEMENT MATTING �, �1 ( Q SHALL MONITOR THE BASIN AFTER a
SAMUEL c. cR/MEs / o / OIVERTERS (TYP) I \ \ ( EACH RAINFALL EVENT. THE BASIN
DB 1504 PG 366 '" / 3a59 LK / ( \ \ \ SHALL BE MUCKED OUT, ADJUSTED
PIN 5676-56-7365 0 3 _. TO FINAL GRADES, AND BAFFLES
1 AG
HANDICAP SIGN ----- Y \\ REMOVEDO CETHESITEHASBEEN
_ N
5 N.
A � A STABILIZED.
SILTFENCEIS TA _.. _ - __ ___ _. ___ __ __. __ __- --
LIMITS OF DISTURBANCE ( 13.43 / - 1-�Ip--.- '� \. 0NE1 �• \ \ ��
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/ 4:1 W �+ 10' m +�
3:1 3 //> TA I TAPER
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_ ra Try o
BUILDING TW " TM' � r ) \ �m '\\ \\� , �3, 9
� 10.68 \ 11_48 13.g x 13_II [BAFFLES
3HE y **DETENTION BASIN n mo F
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INV. 10.0 `C/ INV. 30.0
3 TONS - CLASS 8 RIP RAP / ` SKIMMER ON
WITH UNDERUNER. TYP. ALL FES _ STONE PAD q \ \ / N/F
(3.75' W x S' L x 1.83'THICK) 10 $FP \ 111 \ JUNE W. WHITAKER
L, h t2Qi / \ \ C \\� - -� DB 1352 PG 523
Y 2 31 9 \ - \ \ '9 -.:. 5676-57-3073
�.., BC 2.0% OUTLETSTRUCT. m• .
4 APPROX. LOCATION I¢ ip i 1C.07 BC TOP 13.0 12 \. 22" WALNUT\ \ \
SPECIAL F!_OOD 3% N• �' I3.0 INV. 7.7t__�-� f� - \ \\�.1 6 1
HAZARD AREA LINE o TW - /! - (ryp) APS-it TW /Bc 1Mz
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` (100 YEAR FLOOD) I '^ BC w. a __ at
14d8 30.68 1 6'8 /f4S.I0 9C - _ _ _ TW BC TP /1�3.0 `.13_40If
b'CONG SIDEWALK ti f2" CEDAR
1A0' TAPER WALK : 6'CDN- SIDEWALK 14.0 13_6s' tau
CO (TYP).. .. - - - r - TW Tq/IW TA/TW ec
L�
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13.
is _
TA
X W 3. BC�yi, 14.44 10C.5 CURB (TYP) ':8C
16 10.35 % 14.0 BC ac
\ \ I I
BC BC �j 13.8 76" CEDAR LLLJJJ
l5� 2 Oe 4.11 14_06 14.31 xs 31 50' MBL 1--t_70 BC oj� \.. 1 I I \`
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•�, TRANSITION TO S �`' \ 1
13.56 i,L A RIBBON CURB �-
_ _�-
own
F $ ! 13_48 TRANSITION TO / - 13_u .. 4.0 A V / u m _ \ 1 � II It 1` 2pNf �(S O
`SPILL CURB (TYP) RIBBON CURB '-- @ CS \ \� !� \ , HADfD) Z
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BC BC BC
(syNfx 2 V
ti 13_63 1159 13_66 - I 1 BC 9p 2 PINE r 1
2" WATER. BC o0000 BC CB -� C84 23.02 °'°°ono Qoo ° °000
3 METER NEo_o„° ° ° _
36oVALLEY G°UTTER° 1346 VALLEY BC / \I\ Q 5'x4'BOX
w Bc AND RPZ 13.52 INV.1 3 TOO 2.8 \ 11 `, \ CULVERTS CONCRETE IMNG WALL cr
- 36" LL GUTTER \ INV. 2.6
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o 000°o°000° � o°o° l 2
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TOP 12.02 TOP 12.21 ZONE �j
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NC GRID NAD 63 (2001 ADJQ I. 6"GV&FIREAYBRAtlI LS EMSLY V
01
MODERA7EFL000 HAZARD
NAVD 7988: i 6"RP04 IN HEATEDENC�SLIRE_.,, _ AREA LINE
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12 1 11 1 $ f6� 4
EX. SOMH EX. CB1.. I o W
-------------
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Top 11. 79
INV. Z62'
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I L - _ , r i N W
co
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' o U D
ELEV' 12 18' a Z a1
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s� TOP Z52 ` / NA VD 1988 OnE --- - OHE --- _ C-� - -� 5 X4' BOX v 0) N
INV. Z52 / OHE - CULVERTS m = LO
OHE - OHE - OHE - \\ OH' - OHE -- CHE-L�-------- OnE OHE OHE -CHE - (SITE BENCHMARK SimN N C n
/GFH > t` N
\ / / 20' 0 10, 20'
\\ /
CA �
_ \ I SCALE 1 inch = 20 fl ;����FESS//p,;;�q�'�,
3L�L- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- = SEAL =
- - -- - - - - - - - 17376
UTILITY SERVICE NOTES
GRADING LEGEND
CONSTRUCTION SEQUENCE
ryARDQ
1. 6"SAMTARYSEWERSERVICE TOBEINSTALLED BYCONTRACTOR.
BC BACK -OF -CURB
9)
INSTALLATION OF CURB AND GUTTER
2WEEKS
"v- 7-/Z-Z013
2. 1"IRRIGATIONSERVICEAND2" WATER SERVICE TOBEINSTALLED BYGTYOF
TA TOP OF ASPHALT
1)CONTRACTOR MUSTSCHEDULEAPRECONSTRUCT/ON CONFERENCE WITH ME
10)
PLACEMENT OF STONE BASE
IWEEK
June 24, 2013
WASHINGTON UPON APPLICATION AND PAYMENT OF FEES BYCONTRACTOR.
TW TOP OF WALK
EROSION CONTROL OFFICER PRIOR TO INM47ING LAND DISTURBINGACT/VITY.
11)
BUILDING CONSTRUCTION
8MONTHS
SURVEBARTLEIT
DRAFT DLC��,
3. 1"AND 2" RPZ TO BE INSTALLED IN ABOVE GROUND HEATED ENCLOSURE
TC TOP OF CONCRETE
2) CONSTRUCTION ANDIMPLEMENTATION OF SEDIMENTATION AND EROSION
1 WEEK
12)
FINE GRADING PARKING LOT
1WEEX
DESIGN DT�SF
CHECK FDT
FG FINISHED GRADE
CONTROL MEASURES
X.X%
3) CLEARING AND GRUBBING
2WEEKS
13)
MUCK OUT SEDIMENT FROM SMP POND AND RESTORE DESIGN CONTOURS
1 WEEK
PROJECT No. 2013045
~- PROPOSED SLOPE
14)
SEEDING C
2WEEKS
DRAWING No. W-3502
** 4) CONSTRUCTION OFSTORMWATER BMP PONDSHALL BESTABILIZEDAND USEDAS
SEE SHEET Ct FOR PROJECT 2WEEKS
LEGEND &ABBREVIATIONS
ATEMPORARYSED/MENTBASINDURINGCONSTRUCT/ON
IS/
URFACEND
PLACEMENTLANDSCAPIOF COUINGRSE,
PLACEMENT OF ASPHALTSURfACECOURSE,STRfPING
iWEEK
SCALE: �,° = 201
5) INSTALLATION OF STRUCTURAL FILL (NOTE: FILL MUST COME FROM A NCDENR
2 WEEKS
SEVERAL OF THE ITEMS LISTED ABOVE MAY BE CONSTRUCTED SIMULTANEOUSLY.
SHEET No. OF 7
PERMITTED BORROW SOURCE.) AN ANTICIPATED TIME SCHEDULE OF IO MONTHS IS EXPECTED FOR THIS PROJECT.
6) CONSTRUCTION OF STORM DRAINAGE FAULI7IES
1 WEEK
-
7) ROUGH GRADING SITE
1 WEEK
8) INSTALLATION OF WATER AND SANITARYSEWER
4WEEKS
.
I

EX. SSMH Pf 2" WATER 000 00000 0 `°ooa°°
TOP: 11.36 X o„o_o„o_ o_ oo
00
wv our. ts6 / W 3 METER NE 36"VALLEY GUTTER:
AND RPZ
SHELF.2.21
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L
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- - 8 s \ \ h PS / Z?
SF SF 9SEWER
- SF SF SF SF SF SF SF SF SF SF / -- E
_ APPROXIMATE LOCA AON EXISTING WATER LINE
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sr—
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------- _ - �,°°�'°go< 0-
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1y.g7"E E: 2575881.70 / TING WATER LINE o — — _yY it
_. _ 5�2 )� $ - $��5-��$ .-A ROXIM iTE LOCAT/O °o° o ° °°°O°O 'KI
O-S--1--5 5--'��SI�S�i�S- `-S B•'DIP 0�% --5 5J. ^° 0 0 0 0°0°°°
�. _ _ _ EX, BAC pF CURB �.1D uAOf Ae $� T 000°0 _ _.. 72_ ..
-__ `_—�dr _ — - — __�
- - -F Or00 lNV. 2.06 N - - 1+00 2+00 3�elR 4i00 °', 48 VA[LEYGUTTER �
Ex. ce IRRCP LSSMH.02
TOP. 1202..
S 1850'39" f 303.91' _ 'jI-TN'4_z�2 TOP=12,D'
- EX. SEWER LINE T/E FROM CONTROL POINT 1 - 12 (I 425' MAX FROM
(SIZE" & TYPE UNOETERMTNED. 1/1"TYP. 2,"O" 1' ( J
APPEARS TO BE 8" DI) TO £X SEWER MANHOLE)ORM EXRESAR). MH I (-€J_-_-_-
r'i:66656SDa- - �------ -_.._.___- --- 1 _-16XO TT&V
E. 2575910.61
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a- TTEE
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GRADE '_
CLEAN -OUT/' A110 &4,p O�9 W�
VALVE BOX -��: 3000 PSI CONCRETE I988VFR 8 �q OlJ�f}� ----- --- ----------- --- --- -- - (TiE UNE ONI Yj
3 CONCRETE COLLAR 12
CLEAN-OUT/VALVE BOX N M_ B
EX. SDMH
TOP 17.651 -
INV. 7.62
24"MH FRAMEAND COVER-----------
i
RIGHT-OF-WAY TO B£ SL71N MORTAR
GRADE RINGS (MIN. 2) -
FOR FUTURE ADJUSTMENT /
REVISIONS:
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NOTE: 2LD.------------- exce
TOP 11.67 /
CENTERLINE TO BE PLUMB. IF HYDRANT PUMPER NOZZLE SHALL }� WV. Z52
OHE - Ohl- OHE --
ADJUSTMENT IS NECESSARY BE PERPENDICULAR TO ROAD `C--- ---- --�-- JoHE ---�-- OHE --- OHE OHE � OHE OHE
AFTER PRESSURE TEST, O
® 7 w INSTALL GASKETS AS SPECIFIED
RETESTING MAYBE REQ'D VAL VE BOX j (ALL JOINTS TYP) \\ /
�y DIAMETER
VALVE BOX SHALL NOT BE 18"MIN - CONCRETE COLLAR a AS SPECIFIED
INSTALLED IN CURB & GUTTER 24" MAX
GROUND LINE NOTE: „ 1 \ I 2
SH PRECAST
EXTENT DED BASE FOR T \ \ ( J
BACKFILL �r W MANHOLES OVER T DEEP 16" TYP e,. \ \ O
AND TAMP Z 6" DIP OR PVC (C900) w 1 - - - - - - - - - - - - - - -� `- - - I J- - - - - - - - O
GRAVEL
NUT AND LOCK WASHER
=
MANHOLE STEPS
PIPE ENTRY POINTS SHALL PROVIDE
o
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2" CLEARANCE FROM PIPE
2y{
EACH END ROD (TYP)
F
1 0 MAX
O
N
III
°
+
11"TYP
FLEXIBLE SLEEVE WITH
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STAINLESS STEEL STRAPS
6•
UNFORMED CONCRETE •�^
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STABILIZATION STONE AS SPECIFIED
SLOPEAT
6" GATE
VALVE
3/"THREADED ROD
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(12" MIN. UNLESS OTHERWISE NOTED)
DRAIN
HYDRANT DRAIN
EACH SIDE 180°APART
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(TYP)
TYP. FIRE HYDRANT AND VALVE
N.T.S.
wog -WASH
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4
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4 SANITARY SEWER MANHOLE
PRECAST N.T.S.
MH78
SANITARY SEWER MAIN EXTENSION
PLAN
SCALE: 1"= 20'
cn
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June 24, 2013
-3 SURVEY BES I DRAFr DLC
DESIGN DT/SF CHECK FDT
-4 PROJECT No. 2013045
DRAWING No. W-3502
SCALE: AS NOTED
0+00 1+00 2+00 3+00 4+00 4+75
SHEET No. OF %
SANITARY SEWER MAIN EXTENSION
2 PLAN SCALE: 1"=20' C4
r
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I . USE ONLY BAONfEOW CONTROL ASSEMBLIES APPROVED BY OUC
AND UNIVERSITY OF SOUTHERN CAUFOMIA FOUNDATION FOR
tlt053-CQYIECOOM CONTROL AM HYDRAULIC SEAM.
2 THE RP MUST DE INSTALLED ABOVE GROUND AND MUST
NOT BE SUSECT TO DUNG SUBMERGED AT ANY TIME.
H
SHUT-OFF
VALVE
RELIEF
VALVE
DRAINAGE
PORT
� 1 I
ro
3" DIA. GALV ST
PAINTED GREEN
FIL
3. ENCLOSURE MUST PROVIDE ADEQUATE ROOM FOR TESRNC
AND MAINTENANCE ENCLOSURE MUST MEET THE GUIDELINESSET N THE WC BAGa4DW PREVD7TWN MANUAL
4. DRAIN PORTS SHALL BE SUED TO ADEQUATELY RFLEVE
MAXIMUM DISCHARGE OF APPROPMATE ASSEMELY.
�Il�ii�li!l1
M2
SHUT-OFF
12' MIN.
30' MAX.
DMN
PORT
CEMENT PAD
TYPICAL INSTALLATION OF
AN ABOVE GROUND RP (3/4, TO 2')
�- '2 VM
'i
ACOM
(IF REQUIRED)
RESERVED
PARKING
NOTE• o
SIGN TO MEET ALL STA 7E,
LOCAL AND ADA REQUIREMENTS
_HANDICAPPED PARKING SIGN
NTS
ADJUST CLEAN -OUT
TO MATCH FINAL GRADE (TYP)
d
NOT TO SCALE
/ 2.3b- 0.9" DIA.
O.C. RAISED DOMES
00
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0 0 0 0 0 0 0 0 0 0
000000000000
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N(D 000 O o 0 O 0 O O O
SLIP -RESISTANT PLAN
WARNING SURFACE
0.9" DIA,
RAISED DOMES
0
< SECTION
RAMP FLOOR DETAIL
\ INSET A
SEE NOTE
NOTE:
RAMP FLOOR SHALL BE
CONSTRUCTED TO CONTRAST
VISUALLY WITH ADJOINING
SURFACES.
�1:12 MAX SLOPE
SEE
6' CONCRETE I I I INSET A'
SIDEWALK AND NOTE
1:12 MAX SLOPE
6' CONCRETE
SIDEWALK
THIS POINT TO BE
FLUSH WITH PAVEMENT
(C) SIDEWALK RAMPS
NOTES:
RAMPS MUST COMPLY WITH NATIONAL AND LOCAL CODES
ALL "ACCESSIBLE ROUTE" SIDEWALKS FROM PARK SPACE RAMP
TO THE PATIO AREA OR RESTROOMS SHALL COMPLY WITH
A.D.A.A.G. STANDARDS FOR WIDTH, SIDE SLOPE (1:50 OR LESS),
AND RUNNING SLOPE (LESS THAN 1:20)
PROVIDE TACTILE SURFACING ON RAMP SURFACES:
18" DEEP GRARRANGED SOOOVES THAT WATER3WILL NIOT ACCUMULATE
HANDICAPPED RAMPS
(NOT TO SCALE)
TOP ELEV. =13.0
6" PERFORATED PVC (A-2000)J FILTER /
W/ 157 STONE AND FILTER CLOTH CLOTH)
AROUND PIPE (SEE DETAIL)
1. THE BIO-RETENTION CELL MEDIA SHALL COME FROM A BORROW PIT
APPROVED BY NCDENR FOR BIORET ENRON CELL MEDIA. IF THE
CONTRACTOR CHOOSES TO USE MEDIA FROM A DIFFERENT SOURCE, IT
SHALL BE A HOMOGENOUS SOIL MIX OF 85-86 PERCENT BY VOLUME SAND
(USDA SOIL TEXTURAL CLASSIFICATION), 8 TO 12 PERCENT FINES (SILT
AND CLAY),AND 3 TO 5 PERCENT ORGANIC MATTER (SUCH AS PEAT MOSS)
SHALL BE USED. SOIL MEDIA SHOULD BE SENT TO NC DEPARTMENT OF
AGRICULTURE [NCDA] LABS TO BE ANALYZED. THE P-INDEX FOR
BIORE7ENTION SOIL MEDIA SHOULD ALWAYS RANGE BETWEEN 10 AND 30
AND PERMEABILITY SHALL BE BETWEEN 1-6 INCHES PER HOUR.
2. IF INSITU MATERIAL IS TO BE USED AND BIORETENTION AREA IS BEING
USED AS A TEMP. SEDIMENT BASIN. BOTTOM OF SEDIMENT BASIN MUST BE
1 FOOT ABOVE TOP OF B/ORETEN77ON AREA.
3. CEN77PEDE SOD FOR BIGREIEN77ON BASINS IS NOT TO BE GROWN IN SOIL
W97H A IMPERMEABLE (CLAY) LAYER.
BIORETENTION POND
TOP OF CURB ELEVATION
3' TRANSITION(TYP) 23' TRANSITION(TYP) -i
6•• 6"
FLOW LINE OF GUTTER
FRONT OF GUTTER
NOTE.'
THIS DETAIL ILLUSTRATES THE TRANSITION FROM STANDARD CURB & GUTTER - W/ 6- ELEVATION
DIFFERENCE BETWEEN TOP OF CURB AND FLOWUNE, TO CURB HEAD WIPE DOWN CONDITION - W/
TOP OF CURB AND FLOWLINE OF GUTTER AT SAME ELEVATION.
Curb And Gutter Wipe Down Transition
(NOT TO SCALE)
t o, - a'
6.
8' CONCRETE I /2' FIBER E7WANSfON
PAa p A T MATERIAL
CURB:. �' :;rlili
SECT. A -A
4000 PS
O 4000 PSl COVPACTID SUBOPADE CONOPETE
"X COVOPETE
2 O
x e' C Q
a
� SECTION A -A
C
a �
0_
CONTAINER PAD MUST BE FLUSH WI714
PARKING LOT PAVEMENT.
PAVED PARKING LOT
PLAN VIEW DUMPSTER PAD DETAIL
BASE COURSE
THICKENED EDGE CONCRETE WALK DETAIL
(ALL SIDEWALK EDGES ADJACENT TO BIT. CONCRETE PAVEMENT SHALL BE 7HICKEN£D) NTS
15,
F- -- -- —
I
I W SCHEDULE 40 PVC
PIPE (BARREL OR ARM)
7111L
15, X 5'
Tn 0VEREXCAVA770N
AT SKIMMER
3' FLEXIBLE HOSE
I
i
GENERAL NOTES:
s" 12" Contraction Joints Shall Be Spaced At 10'
Intervals, Except That a 15' Spacing May Be Used
When a Machine is Used or When Satisfactory Support
For The Face Form Can Be Obtained Without The Use
Of Templates at 10' Intervals. Joint Spacing May Be
Altered By The Engineer To Prevent Uncontrolled
Cracking.
Contraction Joints May Be Installed By The Use Of
Templates Or Formed By Other Approved Methods. Where
Such Joints Are Not Formed By Templates, A Minimum
Depth Of 1 1/2" Shdl( Be Obtained.
CONCRETE SPILL CURB All Contraction Joints Shall Be Filled With Joint
Filled
NIS
AND GUTTER Expansion Joints Shall Be Spaced At 90' Intervals,
And Adjacent To All Rigid Objects.
All Curb and Gutters Are To Be Poured With
18' C&G Class A" Concrete. (30D0 PSI)
1/2_RAD. 6" 12' Flexable Forms Are To Be Used When Radii Is
Less Than 200.
° �' 1 8 RAD.
/
w c 1 e 1 ° 1/8" RAD. \ 24" / 1/8" RAD.
t e 1
b 1
CONCRETE CURB AND GUTTERAnS
1/8" RADIUS NT SEALER 24" CONCRETE BAND
1/8" RADIUS NTS
AT"SURFACE OF GUTTER
CURB AND GUTTER DETAIL
NTS
1/2" RAD. 6" 24-
n � a
SPECIAL GUTTER
36" CONCRETE VALLEY GUTTER
NO SCALE
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NO SCALE
- — — — — —
RCP
—__---
l
Q SKIMMER SIZE = 2" CONSTRUCTION SEQUENCE
ORIFICE SIZE = 1.5"
NOTE,
1) INSTALL TEMPORARY SEDIMENT BASIN
2) INSTALL BIORE7ENTION CELL AFTER
REMOVAL OF SEDIMENT BASIN.
S17E TO BE COMPLETELY STABILIZED WI7H GROUND COVER (SOD
OR TURF REINFORCEMENT MAT) AND CONCRETE PARKING LOT
MUST BE INSTALLED PRIOR TO CONSIRUC71ON OF BIORETEN710N
CELL (INCLUDES INSTALLA7101V OF UNDERDRAINS, FILL MEDIA
AND SOD WITHIN BIORETEN71ON CELL).
1. INSTALL DI 2 AND 18" RCP OUTLET PIPE BETWEEN BIORETENTION CELL OUTLET
STRUCTURE AND DI 2.
2. CONSTRUCT OUTLET STRUCTURE WITH FAIRCLOTH SKIMMER AS SHOWN ON PLANS
FOR TEMPORARY SEDIMENT BASIN. OUTLET S77?UC7URE SHALL SERVE AS
EMERGENCY SPILLWAY FOR SEDIMENT BASIN DURING CONS7RUC770N
J. BIORE7ENI7ON CELL AREA TO BE EXCAVATED AND USED AS TEMPORARY SEDIMENT
BASIN UN77L STABILIZA71ON OF S17E HAS BEEN COMPLETED.
4. UPON STABILIZA77ON OF SITE, MUCK OUT ALL SEDIMENT AND CONVERT SEDIMENT
BASIN TO B10RE7EN77ON CELL AS DEPICTED ON PLANS
SKIMMER DETAIL
REVISIONS:
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17376
'rrFFEFE
Pl - 7 1, ZoT3
June 24, 2013
SURVEY - DRAF1 DLC
DESIGN - CHECK FDT
PROJECT No. 2013045
DRAWING No. W-3502
SCALE: AS NOTED
SHEET No. OF 7
,_5

REVISIONS:
EROSION CONTROL PROVISIONS
1. No Person May Initiate A Land Disturbing Activity Before Notifying The Erosion Control Officer Of The Date 7hot The Land Disturbing Activity Will Begin.
2. Land Disturbing Activity Beyond That Required To Install Appropriate Erosion Control May Not Proceed Until Erosion Control Measures Are Inspected And Approved.
J. Scheduling Of A Pre -construction Conference With The Erosion Control Inspector may be Required Prior To Initiating Land Disturbing Activities. For Inspection Cal! [phone].
24 Hour Notice Is Required.
4. Install Rock Inlet Sediment Traps Around All Catch Basins, Drop Inlets, And Yard Inlets.
5. Provide 20' X 50' X 6" Stone Construction Entrances As Shown On Pion.
6. Seed Or Otherwise Provide Ground Cover Devices Or Structures Sufficient To Restrain Erosion For All Exposed Slopes Within 7 Days Of Completion Of Any Phase Of Grading on
perimeter areas and slopes steeper than A 1. All other areas shall be stabilized within 14 days.
7. Contractor Shall Inspect And Maintain As Needed All Erosion Control Devices On A Weekly Basis And After Each Major Storm Event. Failure To Keep All Erosion Control Devices In
Proper Working Order May Result In A Stop Work Order Or Civil Penalties Up To $5000.00 Per Day Of Violation.
B The Engineer Reserves The Right To Require Additional Erosion Control Measures Should The Plan Or Its implementation Prove To Be Inadequate.
9. Acceptance And Approval Of This Plan Is Conditioned Upon Your Compliance Wlth Federal And State Water Quality Laws, Regulation And Rules. In Addition Local City And County
Ordinances Or Rules May Also Apply To This Land Disturbing Activity. This approval does not supersede any other permit or approval.
to Please be advised of the rules to protect and maintain existing buffers along watercourses In the Neuse and Tor -Pamlico River basins. These rules are enforced by the Division of
Water Quality (DWO). Direct any questions about the applicability of these rules to your project to the regional water quality supervisor, Washington Regional Office of (252)
946-6481.
EROSION CONTROL MEASURES
1. All work will be done in accordance with the Sedimentation Control Act of 1973 and the North Carolina Department of Environment and Natural Resources. No land disturbing activity
beyond that required to install the appropriate erosion control measures may proceed until measures are Inspected and approved.
2. Prior to demolition operations, silt fence and straw wattles shall be installed as shown on the construction drawings.
J. Asphalt pavement drives shall have on b / f stabilization and l shall b seeded o stabilize the soil.preparation sp p d e ve st a ass paced on them orshoulders e t st b e Seed bed shall be conducted according
to North Carolina Deportment of Transportation Standard Specifications for Roads and Structures (D.O.T.). The ground surface shall be cleared of stumps stones, roots, cables, wire,
grade stakes and other materials that might hinder proper grading, tillage, seeding or subsequent maintenance operations. Grades on the area to be seeded shall be maintained In a
true and even condition. Maintenance shall include any necessary repairs to previously graded areas. All graded areas shall be thoroughly tilled to a depth of at least four (4) inches
by plowing, disking, harrowing, or other approved methods until the condition of the soil is acceptable. On sites where soil conditions ore such that high day content and excessive
compaction cause difficulty in getting dodo and lumps effectively pulverized, the Contractor shall use the rotary tillage machinery until the mixing of the soil is acceptable and no clods
or clumps remain larger than 1 112 inches in diameter. A firm and compact seed bed is required and after being graded, the seed bed shall be lightly compacted with a land roller,
such as a cu/tipacker, before and otter seeding. Limestone shall be dolomitic agriculture ground limestone containing not less than 10 percent magnesium oxide. Lime shall be uniformly
applied at the rote of 2 tons per acre. Fertilizer shall be uniformly applied at a rate of 500 pounds per acre of 10-20-20 analysis. The fertilizer shall be incorporated into the upper
three or four inches of prepared seed bed just prior to the lost tillage operation, but in no case shall it be applied more than three days prior to seeding. Fertilizer shall be used
immediately after delivery or stored in a manner that will not permit it to harden or destroy its effectiveness.
When hydroseeding equipment is used for seeding, fertilizer shall be applied simultaneously with seed, using the above rates of application. Seed shall be certified seed or equivalent
based on North Carolina Seed Improvement Association requirements for certification. All seed shall be furnished in sealed standard containers. Seed which has become wet moldy, or
otherwise damaged prior to seeding will not be acceptable. Seeding shall be accomplished with hand planters, power- drown planters hand packers, or hydroseeding equipment at the
following rates:
INSET A
EXCELSIOR WATTLE
PERMANENTPreparation
Lime SCHEDULE
Seed Bed Lime - 2 tons per acre
Fertilizer (10-20-20) - 500 pounds per acre
Seeding Mixture.,
(January 1 - March 31)
Common Bermuda gross (unhulled) - 20 pounds per acre
Rye (grain) - 25 pounds per acre
(April 1 - July 31)
Common bermudogross (hulled) - 15 pounds per acre
Weeping Lovegross - 5 pounds per acre
Centipede - 8 pounds per acre
(August 1 - December 31)
Common Bermuda grass (unhulled) - 20 pounds per care
Tall Fescue - 60 pounds per acre
Rye (groin) - 25 pounds per acre
Seed Bed Protection:
Straw Mulch - 2 tons per acre (visual)
Asphalt Tack - 0.03 gallons per square yard
4. GroaOtM 6ry�I Y 1 W ACQ# fDW
Tland-disturbinghove term temporarily or permanently ceased according to the following schedule: a. or/ stabilization shall be achieved any area of a site where p y p y g g
i. All perimeter dikes, swa/es, ditches, perimeter slopes and all slopes steeper than 3 horizontal to 1 vertical (3.•1) shall be provided temporary or permanent stabilization with ground cover as soon as
practicable but in any event within 7 calendar days from the last land -disturbing activity.
A. ! h i r shall provided r permanent tabiMration with round cover as soon as practicable but in an event within 14 calendar days from he lost land -disturbing
AI of err d disturbed areas sha be p o deal temporary or per s g p y ys t a t activity.
b.Conditions - In meeting the stabilization requirements above, the following conditions or exemptions shall apply.
1. Extensions of time may be approved by the permitting authority based on weather or other site -specific conditions that make compliance impracticable.
1/.All slopes 50' In length or greater shall apply the ground cover within 7 days except when the slope is flatter than 4., 1. Slopes less than 50' shall apply ground cover within 14 days except when slopes are
steeper than 3:1, the 7 day -requirement applies.
N. Any sloped area flatter than 4: 1 shall be exempt from the 7-day ground cover requirement.
IV. Slopes 10' or less in length shall be exempt from the 7-day ground cover requirement except when the slope is steeper than 2: 1.
v. Although stabilization is usually specified as ground cover, other methods, such as chemical stabilization, may be allowed on a case -by -case basis.
r and High alit Woters as classified b the Environmental Management Commission, stabilization w' r vi.For portions of projects within one mile and draining to tout Rotes g Quality y g o with ground cover shall be achieved
as soon as practicable but In any event on oil areas of the site within 7 calendar days from the last land -disturbing act.
W. For portions of projects located in Outstanding Resource Waters watersheds as classified by the Environmental Management Commission, stabilization with ground cover shall be achieved as soon as
practicable but in any event on all areas within 7 calendar days from the lost land -disturbing act.
vAl. Portions of a site that are lower in elevation than adjacent discharge locations and are not expected to discharge during construction may be exempt from the temporary ground cover requirements if
identified on the approved E&SC plan or added by the permitting authority.
s sohiior{'+,� Rerrwles (� Ntx�DtQoro)
Minimum self inspection and reporting requirements are as follows unless otherwise approved in writing by the Division of Water Quality.
a.A rain gauge shall be maintained /n good working order on the site unless another rain monitoring device has been approved by the permitting authority.
b.A written record of the daily rainfall amounts shall be retained and all records shall be made available to DWO or authorized agent upon request (Note: if no rainfall occurred, the permittee must record
,zero ).
a Erosion and sedimentation control measures shall be inspected to ensure that they are operating correctly. Inspection records must be maintained for each inspection event and for each measure. At a
minimum, inspection of measures must occur at the frequency indicated below.,
I All erosion and sedimentation control measures must be inspected by or under the direction of the permittee at least once every seven calendar days, and
AAll erosion and sediment control measures must be inspected by or under the direction of the permittee within 24 hours after any storm event of greater than 0.50 inches of rain per 24 hour period.
Al. limes when a determination that adverse weather conditions prevented inspections should be documented on the Inspection Record.
d.Once land disturbance has begun on the site, stormwater runoff discharge outfolls shall be inspected by observation for erosion, sedkentation and other stormwater discharge characteristics such as clarity,
floating solids, and oil sheens. inspections of the outfolls shall be made at least once every seven calendar days and within 24 hours otter any storm event of greater than 0.50 inches of rain per 24 hour
period.
&Inspections ore only required to be mode during normal business hours. When adverse weather conditions would cause the safety of the inspection personnel to be in jeopardy, the inspection con be delayed
until it is deemed safe to perform these duties. If the inspection cannot be done on that day, it must be completed on the following business day.
f. Twenty-four Hour Reporting for visible sediment deposition
/. The permittee shall report to the Division of Woter Quality central office or the appropriate regional office any visible sediment being deposited in any stream or wetland or any noncompliance which may
endanger heath or the environment. (See Section IX of this permit for contact information.) Any information shall be provided orally or electronically within 24 hours from the time the permittee became
aware of the circumstances. Visible discoloration or suspended solids in the effluent should be recorded on the Inspection Record as provided below.
A..A written submission shall be provided to the appropriate regional office of the DWO within 5 days of the time the permittee becomes aware of the circumstances. The written submission shall contain a
description of the sediment deposition and actions taken to address the cause of the deposition. The Division of Water Quality staff may waive the requirement for a written report on a rose -by --case
basis.
g.Records of inspections mode during the previous 30 days shall remain on the site and available for agency inspectors at all times during normal waking hours, unless the permitting authority provides a
site -specific exemption based on unique site conditions that make this requirement not practical. Older records must be maintained for a period of one year after project completion and made available
upon request. The records damust provide the details of each inspection including observofionsand actions token in accordance with this permit. The permittee shall record the required rainfall and
monitoring observations on the Inspection Record for Activities Under Stormwater General Permit NCGO10000' form provided by the Division or a similar inspection form that is inclusive of all of the
elements contained in the Division's form. Electronic storage of records will be allowed if approved by the permitting authority.
h.lnspection records must include, at a minimum, the following:
1. Control Measure inspections: Inspection records must include at a minimum:
1. identification of the measures inspected,
2. date and time of the inspection,
J. name of the person performing the inspection,
4. indication of whether the measures were operating properly,
5. description of maintenance needs for the measure,
6. corrective actions taken and
7. dote of actions taken.
it.. Stormwater Discharge Inspections: Inspection records must include at a minimum:
1. identification of the discharge outfoll inspected,
2. date and time of the inspection,
J. name of the person performing the inspection,
4. evidence of indicators of stormwater pollution such as oil sheen, floating or suspended solids or discoloration,
5. indication of visible sediment leaving the site,
6. actions taken to correct/prevent sedimentation and
7. date of actions taken.
Al. Visible Sedimentation Found Outside the Site Limits: Inspection records must Include.-
1. on explanation as to the actions taken to control future releases,
2. actions token to clean up or stabilize the sediment that has left the site limits and
J. the date of actions taker.
iv. Visible Sedimentation Found in Strums or Wetlands: All inspections should include evaluation of streams or wetlands onsite or ofisite (where accessible) to determine if visible sedimentation has occurred.
J. Visible Stream Turbidity - If the discharge from a site results in visible stream turbidity, Inspection records must record that evidence and actions taken to reduce sediment contributions. Sites discharging
to strums named on the state's 303(d) list as impaired for sediment -related causes may be required to perform additional monitoring, inspections or application of more -stringent management practices
If It is determined that the additional requirements are needed to assure compliance with the federal or state impaired -waters conditions. if a discharge covered by this permit enters a stream segment
that is listed on the Impaired Stream List for sediment -related causes and a Total Maximum Doily Load (TMDL) has been prepared for those pollutants, the permittee must implement measures to ensure
that the discharge of pollutants from the site is consistent with the assumptions and meets the requirements of the approved TMDL. The DWO 303(d) list con be found at:
h t tp: //h 2o. enr. s to te. n c.us/tm dl/Gen eral-303d. h tm/
6. All erasion and sedimentation control devices shall remain in place and be maintained by the Contractor until all seeding is established and construction areas have been stabilized.
7. Temporary Seeding - Seed in accordance with Soil Conservation Service recommendations with regard to seed type, rate of application, fertilizer, etc.
2
MATTING
\ BSLOPE \
ISOMETRIC VIEW
VEDICH
CROSS SECTION `-ST�ts<OPE
TRA I AL 13MCH
3' FILTER FABRIC
ON GROUND
NOTES.*
USE MINIMUM 12 IN. DIAMETER EXCELSIOR WATTLEE,
USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL CROSS SECTION.
ONLY INSTALL WATTLE(S) TO A HEIGHT /N DITCH SO FLOW WILL NOT WASH AROUND
WALE AND SCOUR DITCH SLOPES AND AS DIRECTED.
INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE STAKES AT AN ANGLE
TO WEDGE WATME TO BOTTOM OF DITCH.
PRONDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE FORMED INTO A U" SHAPE
NOT LESS THAN 12" IN LENGTH.
INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT LW BOTH SIDES OF WATTLE
AND AT EACH END TO SECURE /T TO THE SOIL.
INSTALL MATTING IN ACCORDANCE WITH SEC77ON 1631 OF 774E STANDARD SPECIFICATIONS
GROUND
GROUND
TOP VIEW
INSET B
EXCELSIOR WATTLE DETAIL
NTS A
TOP OF SILT FENCE
4' MIN. MUST BE AT LEAST
1' ABOVE THE TOP
OF WASHED STONE
SILT FENCE
FILTER STONE
FRONT VIEW
FILTER OF 1" DIA.
WASHED STONE
BURY 6' OF UPPER 1 f1 '- BURY WIRE FENCE
EDGE CF FILTER J I I AND HARDWARE CLOTH
FABRIC IN TRENCH
SECTION (VIEW
30" MN.
HEIGHT OF STONE
BURY WIRE FENCE,
FILTER FABRIC AND
HARDWARE CLOTH
IN TRENCH
ul STEEL FENCE POST
SET MAX 2' APART
la INTO SOLID GROUND
MAX STANDARD S7RENGTH FABRIC WTH WRE
MAX EXTRA SnXN07H FABRIC W7HOUT WRE
P*_T i
✓' MW FABRIC
-TAMPED BACKFILL d
8' DOWN & 4' FORWARD
ALONG THE 7REWN
r /w" meet ..�
MAXIMUM POST SPACING 4 FT.
-r"- n n
SEDIMENT =
CONTROL STONE
AVERAGE BOX
DIMENSION VARIABLE
SEC7701V A -A
MULTI -DIRECTIONAL FLOW
N07E
SEDIMENT CONTROL STONE
SHALL BE NO. 5 OR NO. 57
AND SHALL BE PAID FOR AT
THE CONTRACT UNIT PRICE
PER TON 'SEDIMENT CONTROL
STONE."
WIRE MESH SHALL BE
HARDWARE CL07H 23 GAUGE MIN.
AND SHALL HAVE 114 INCH MESH
OPENINGS
TOP OF WIRE MESH SHALL BE
A MIN/MUM OF ONE FOOT BELOW
7HE SHOULDER OR ANY
DIVERSION POINT.
STEEL POST SHALL BE 5 FT.
IN HEIGHT, BE INSTALLED
1.5 FT. DEEP MINIMUM, AND
BE OF THE SELF -FASTENER
ANGLE STEEL TYPE.
WOOD POST SHALL BE 6 FT.
IN HEIGHT, BE INSTALLED
TO 1.5 FT. DEEP MINIMUM
AND BE 3 INCHES IN DIAMETER.
POST SPACING SHALL BE
A MAXIMUM OF 4 FT.
ROCK INLET SEDIMENT TRAP
(NOT TD SCALE)
SILT FENCE OUTLET AGGR
AGGREG
NO SCALE
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
NTS
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17376
June 24, 2013
SURVEY -low DLC
DESIGN - CHECK FDT
PROJECT No. 2013045
DRAWING No. W-3502
SCALE: AS NOTED
SHEET No. OF %
C6
r -7
7 -
61
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