SW7120604_APPROVED PLANS_20120625

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW.`��Ld�
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
%D1oiBlOA�
YYYYMMDD

map Z)X/96 slkl7/Zv&0Y
SITE F'
4
VICINITY MAP
(NTS)
CURVE DATA
CURVE
BEARING
DISTANCE '
C-1
S
78'35 22 "W
27. 52'
C-2
S
82.05'03 "W
51.23'
C--3
S
84'34'04 "W
51.49'
C-4
S
87.3558 "W
5 i. 79' I
C-5
N
88'58'44 "K"
51.56'
C-6
N
86'2936V
51.62' I
Kenn umats dekm
cau bd=dll;
W
(\12,� 13
20' DRAINAGE & UTILITY EASEMENT
l CALC N 07'57'51" E 393.02'
CALC -- N 0T5T51- 29� 43�.�e—� �-�-� —� �� ��—
NOT S
1. ALL AREAS HAVE BEEN CALCULATED BY COORDINATE GEOMETRY.
2. ALL ELEVATIONS ARE BASED ON ASSUMED ELEVATION.
3. THIS PROPERTY IS NOT LOCATED IN A SPECIAL FLOOD HAZARDOUS AREA AS
DETERMINED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY. REF: FIRM
3720566800J, DATED. MAY 15, 2003.
4. UTILITY LOCATIONS ARE APPROXIMATE AND WERE TAKEN FPOM ACTUAL FIELD
LOCATION AND DRAWINGS PROVIDED BY BEAUFORT COUNTY ::CONOMIC
DEVELOPMENT COMMISSION. NO UTILITIES WERE PHYSICALLY UNCOVERED
FOR LOCATION OR VERIFICATION OF NOTED SIZE. THE CONTRACTOR SHALL
BE RESPONSIBLE FOR VERIFICATION OF ACTUAL LOCATIONS AND DEPTHS OF
UTILITIES PRIOR TO CONSTRUCTION.
5. BOUNDARY BY OTHERS. BOUNDARY SHOWN HAS BEEN TIED TO
TOPOGRAPHICAL SURVEY BY BENJAMIN J, PURVIS, P.L.S. BOUNDARY IS FOR
ILLUSTRATIVE PURPOSES ONLY. BOUNDARY INFO ALSO TAKEN FROM MAP
BY MAYO & ASSOCIATES RECORDED IN DEED BOOK 1784, PAGE 307; AND
PLAT CABINET H, SLIDE. 85-10 OF THE BEAUFORT COUNTY REGISTRY.
BOUNDARY LINES ARE SHOWN AS BROKEN LINES DUE TO NO BOUNDARY
SURVEY BEING PERFORMED BY 1ENJAMIN J. PURVIS, P.L.`S.
N 08'33'44" E 295.35'
20' DRAINAGE & UTILITY EASEMENT
IMPERVIOUS AREA
k GULDPOF0 LEc�cETT
✓
TRACT 2
PROPOSED BUILDING:
50,766
SF
D.B. 979, PG. 767
PROPOSED PARKING & DRIVES:
67,684
SF
P.C. E, SLIDE 100-3
PROPOSED WALKS:
2,965
SF
q$084► v6;
PROPOSED STONE LAY AREA:
16,212
SF
PROPOSED FIRE LANE:
14,188
SF .5,
TOTAL PROPOSED: 151,815 SF
= 3.49
AC
(FUTURE AREAS ARE FOR REFERENCE ONLY AND
ARE INCLUDED IN THE STATE STORM WATER PERMIT)
SITE DATA
TOTAL AREA IN TRACT: 10.00 ACRE
ZONING CLASSIFICATION: 1-2
TOTAL DISTURBED AREA: 10.36 AC
PROPOSED BUILDING HEIGHT. 32.0 FT
REQUIRED PARKING (?SPACE/1,000 SF): 51 SPCVS
PROPOSED PARKING SPACES: 66 SPACES
REQUIRED HC PARKING: 2 SPACES
PROPOSED HANDICAP PARKING: 2 SPACES
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JD. BRILEY
D.B. 921, PG. 796
APPROVED fs'':D •
i NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
i Date _use_ ZS 2Q - z-
Sl . ►_ r Permit No S o-712-0 60
1�
OWNER
`° �I I Z s A&E HOLDINGS, LLC
GRAPHIC SCALE 1 inch = 40 tl 112 WEST 2nd STREET
JUN 15 2012 WASHINGTON, NC 27859
�+ (252} 321-2486
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SITE
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EX, MH
RIM= 27.90
0
MH
C/L INV.= 10.98 -
4J ��
RIM 28_.73
�
_
NEW 8" INV.= 11.50
EGcErT RD
�� �
C L INV.= 11.45
s S S S
s- S----�-- S'- S S 5- S
�
EXISTING 12-' SANITARY SEWER (APPROX. LOCATION) 5 --�gf� S S
S s 5 5 g g s s s s s s s 5
S
S S
-
__�
- 26.a
--
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g s s 5 S S
26.9 PAGE ROAD, IMF
-�+-
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26.9 26.9
26.8 268
/117
26
2fi1.3
26.3
I I
I �
LLJ
zlJ
/ ct� 3
Z
Ilr I \
L� C7 J \\
• -� cn EX MH
Ek. MH x RIM= 25.44 \
i REM= 26.52 (27.90) €`' S C/L INV.= INV.= 10.43 - 26.2 � SS; I7NRY SEWER 25.4
XiSTiNv 1 �,,
- 26.3
26 2 26.0
26.2
Z Qv ✓ O 2fi.5 26.8 (80' PUBLIC R/W - 32' PAVEMENT) 2b.8 26.7 26.3 26.4
- 26.5
e6.4 6,7 26.5 25. 26.9 26.9 - 26.5
e6.s 2s.9 20'X50' T£MPOPY 18" FES-3
26.0 26.3 26:a 26.a 20'X50' TEMPORARY 2s:a REGRADE INV= 23.50 - - CONSTaI CTION EN RANCE 26.INV= 23.30 -- 65_C/L BENCHMARK
VICINITY MAP 56LF - 18" RCP _ - _ - 27 2 _ 27.2 14OLF OF _ 1 n'YF'Y g1Rg 1 Q'X5 X18
18" FES-6 CONSTRUCTION ENTRANCE _ 27.4 r 56LF - 18" RCP a ELEVAYION 26.547
(NT5) INV=_ 23.50 z s W 2 FES z6.9 - _ 26.9 - - 4 __ EX. SWALE CLASS BSTONE -- CLASS B STONE
26.3 - L-- TEMPORARY SILT FENCE z71 267 W� {`') FE5 ___-_z 26.s EPK @ C/L INTERSECTION
_ `b` v- _ - 10'X5'X18" z6.9 (ON PROPERTY LINE) 26.9 ---_ - `
CLASS S STONE e6.� z69 - � ---------- � 2�-- 2s.3 I
2 .s 26-0 26.4 LIMITS OF CONSTRUCTION •26.s - 2s.6 $ _ "z5�e5
18" FES 5_ -- -------__-- 26.4 D' DRAINAGE & IWTIL47Fy-EA-SEM&N-'-�------------- - 25.7 - -
2s.6 26. a6-&--_ _ __ 25 j
_
25,11,
INV= 23.80 2$ - 2--- 2fi.a
256 - 4 ---_---------x?�.$----------- --- --- --- -------------��� - - r5
-�25.3--�_���_ GRI------25 _.._.-----�--- _µ-----------c`L7----- -- Y27�--- -2�7- � � - y � 26,-A � 23. � � '�'I
--------- ----7 ---- T----z_ �i ,...��TD1JE- - - - 'y--- - _ - -- -��-------_ - vv wv-wblh,- Sy1- -- --- - 2 0 -- -- v - vSFw-v w - `� � TEMPO�ARY _p�'uSSE5,6 �c�l=v�wL yx v 26-v v v K u-+Jw w=- v 'w v v v 27.7 �k\ •♦ \ (ON PROPERTY' E) v v-w 27.10 TP .FH-v---"-w-v '3 27, d27.7 2 .20 EP .0 E 30�MBL ��
CHAIN LINK FENCE 12 TP - I I I-8 � ,ter
TEMPORARY REGRADE I GAT _- 3Q MB--•------14- --�.- I -� .-� � �� = 2 2 ��*�RIM=25.00
�I
26.70 EP , \ 3 � 140LF Of � � I � � � � � /�4 n „
I + DI-6 i I A. O' �� i ri
ROCK DAM BEGIN SWALE 1✓ � 4 O
EX- SWALE I RIM- Q% .' j ti % INV=23.84 �/ \.\��
(TYP) = PS.s INV. =25.80 27.70 EI FUTU J, PARKING INV=23.00 Y ���,� �� \1
' 2720 P c DI-3 27.60 EP 27.30 EP �j��� 26.70 TP 5.30 TP
bcN _ 4 Rlirl =25.90 r w
�1 ,I I 2312a , Is y 26.00 7P
= 26.0 4 . 2� 20 6 [ 27. `• C 6 2 .9 „ 26.2
�1 l 2 30 P� I 7.8 TP ` 27.70 TP 27. d � �c f � „�z6.,
= 26.0 - zs.9 1 7 28.10 TP X o" {-G I , 4
I - + 27.9d TP 27.60 TP = 87.5 ��S 2 .b`0 TP _ - ��• I
LEGEND � I r 27:3 `� �� 27.s0 �_ cox 2740 i 2s.sd TP"�_----�
r f 0 27.50 TP z7.2�� �,, Tp DI-9 �•5
/ 10'X20 DUMPSTER 27.69 TP' rTIK 2700 TP 4
tg 27.30 TP _R lIW 25.50
88 = BOTTOM OF BANK I • DI-2 PAD WITH 10' TP ~
7.30 TP o �_ lhV=22.5 4
BC =BACK OF CURB 2s.9 �� 2 60 iF' RIM =26.80 CONCRETE APRON ` o• 123LF - 18 RCP 4.f�% L - 2a• RCP E .2 ' BM - BENCH MARK I INV -23.18 27.40 TP Q'X1$"t-
CALC = CALCULATED PROPERTY CORNER I r 136LF - 15° RCP ®0.15 f23LF - 15 RCP O.1s. -I I I € ,
CB =CATCH BASIN/y,.,..,,.�,,�,...,s,���:�,�,�,�,�,�,r., .�, �,�,�, _.. I�t�f _ ;� \ a II ; I LI ITS C t�l TRl1CTION
j I _ DI 5 DI-7 f S.SO FOREBAY
I 1 DI 4. RIM 25.60 111 1
CH = CHORD _ I �` 28.00 TWALL �/ RIM =26:50 - x �zy / 1 V
CL =CENTERLINE pyll �` Y' 28.Od TfNALL RIM =27,00 I �� INV=22.60 i� 6 4 E '�� :- 4' RCP I� Li
CLD = CENTERLINE OF DITCH �' _ - - I t
e 2fi.85 TP INV 22.98 14-V -2� 75 � �
I �P N I 26.85'. TP �_ _ J�I� o I +m o
CIR CIRCLE 26.4 t �5 I- Oaj �� 6" STONE -LAY LAY„DOWN AREA X� � I ^ `
I
CMP = CORRUGRTED METAL PIPE I �.F �► I . `�' ` I O / ` .n 2s.e -.- - j 1 € x r Nfti
1
CO =SEWER CLEAN OUT ++' q"1 ,I. a wr �p O x z_ >a _ �- x I r r
O
27.30 rn m m 9i ,c
Di DROP INLET ' 26.50 TP 27.00 TP r '.I -' O 12aa+�€i. # n. c� ra 4'�' Y 27.a
EG = EDGE OF GRAVEL /' _ �. X1 �'
= fi ; o� wuiy .l 'r rn- I n ' DI-12 • z-_-�--- II t r I �. E, € r
EIP EXISTING IRON PIPE 0� ° ,,• - RIM=25. �� 1 - - I
_ z I I! I
EIS = EXISTING IRON STAKE 15" FE5-7 = 27.3 m rn Fn
a Z ?269 I t, r I W I I€ I!
EP EDGE OF PAVEMENT INV= 23.50 �'� 1 I - �' . r , �� -�-
- 26.3 'ZLF 2 f 1*'=26.20 �%: I Z_ I. v s 10" ROOF DRAINAGE I q0" ROOF p N_ OJ. I � INV=22.6 �� ` � i�l1
O EPK = EXISTING PARKER KALON NAIL p. 1 1 �(V 23iT347 �, a CA Z 10 qOi DRAIN CO
1,P r IN I =23.38 V _ ' / I_ ' 10" ROOF DRAIN GE 1 (25 0� of sU1iD,NG)_.�4�__, DRAIN . 2 � :�,�.: NV. 2M50
EX EXISTING ,_,_ �.., C ! _, _: `�-° CO f i I 1 1 I
FES =FLARED END SECTION / - . _ CO �" "". a IR colrlP. ' fl 0 w r . Iray.,23.0u - 27.10 TC 1 4 f 1 I t, t
i- _ I NV. 25.30_ I I I n I
FFE = FINISHED FLOOR ELEVATION Al / L INV. ' 3. I CO o- I _ y D - ■ I I I I n ti•i/•
FH = FIRE HYDRANT I � F 1IgV, 23.30 ? es- ! - .�..�, OD ■ � pnrf
CASE _ - -. _ ... , - I I �, I ' I �€ z III D.B. 921, PG 796
GS = GROUND SPOT MPORA T£#APOl2ARY --- ■ f i ] j
.. / _ ov�►tew o4oR5 I r--� ; - i DUST CI�IL�EF: CONCRETE N rn ■ �y' 4 I I F I I foal 1 y�
GYE = GYE WIRE 26.6 CGi : DA TOPSOIL I A7 I tier �s r aoac i I I PAnO l I
= y J `t COLLECT. i I lU I r 4 f I i r 3r I i 41
GV GATE VALVE I ##• oTOCKPfLi�1• I TRENCH DRAW
`� ROOF GRAN TOP ELEV. = 25.00 L '
TYP) I
INT =INTERSECTION '\ . , � - MAX.�•!ElGHT/= 7.0' �. � ='
LF = LIN11
�EARTFEET y\ I SIDE S40PF -'2 1 t =2 ` 2fi� i 14 f ! �LLJ� €f I I N I44
LP - LIGHT POLE �\Il i ��}` {{ ' �� 6. Z
NAVO = NORTH AMERICAN VERTICAL DATUM = zA.31 I I I 71 I I y I 4
NCSR - NORTH CAROLINA STATE ROAR „ 26.s �{ " �7.2 ' I`E „ 271 i ` = 27.2 �` iy 4 II l �5
NG = NATURAL GRADE ( 26.E i3 2Y. 00 %P \ i I _' - = 1 s I i f CENTER PONDS �l 4 i 0 s i I tt
- NTS =NOT TO SCALE LIMITS OF CONSTRUCTION E '> 64` m _
-j- I I
PIV = POST INDICATOR VALVE
s. 1 4 , I
PLS - PROFESSIONAL LAND SURVEYOR ' I 4 I
PP = POWER POLE I I I - PROPOSED B3 LDUVG �, - _ D I _ `� I
PVC = POLYVINYL CHLORIDE PIPE = zG.6 L ; ; LV i
R =RADIUS I! / \ I I ' - 111 w - i : ;. s. 1 I 5P' SWAY (SO�� $S
�- t FFE �- 29. 00 �- I . - i E` V. z z5.0
= CONCRETE PIPE
I I �•: I `�`
RCP REINFORCED CO C ETE P E
Rw RIGHT-OF-WAY 27.4a
r \ c •Ft Y3` ' z w I III 11 € y`j` I I ti
�1�8.40 TP
r _ i % i j¢ > - 34' WATER SURFACt�
SPKN = SET PARKER KALON NAIL / z27..80 TP .
a, SSMH = SANITARY SEWER MANHOLE 6
SW =SIDE WALK 1 ; _� _ ._.__ ��_ { =1 z ,, _ := ,- t yr 27.25 TP ' I # ILEV. 22.5 t ` l 1 , I I
T8 = TOP OF BANK �i 2 SWALE 7 „ 27,3.' I i 1I i!_� �� !t _ CONCRETE i
„ zh.F - INV. - 26.00 K - x 7. t� _ ,._iL 2 1 TC
TC - TOP OF CONCRETE I c{, { r [y 1 y I
P 26.50 IP = 27.1 �� 28.LTC/ TP 26.5 m 6.o L N
TG = TO OF GRAVEL La 27. 00 I
TOP =TOP OF BANK �, �_�%� - V-,r r 26.----"
TP= TOP OF PAVEMENT i, _.-' I =1 .10 T m . , 1
TPEiJ- TELEPHONE PEDESTAL 7 29.00 TP `: rn I a �I
_r I TRANS = TRANSFORMER I�
27.so TP �,� �, ►, 4 y , I ► I ,
TIN TOP OF WALK = 26.f3 j
,� �.. r ! ' rT ELEV.= 25.00 t ' i �cl� y I s1
TWALL = TOP OF WALL / 28.30 GS rR#� f
TYP =TYPICAL o ' f �� I€ i y 1 F 2 I t I
�5�••---- f 2 "J RCP INV BOUT= 22.04 6- 6
N WV =WATER VALVE ,,, �. �� \ = 27.2 o ,' I(TEE W/ 2' QRiEfCE 11i S 10 5' 8 I
,� , --' �14
111 22.50 y' 11 f I,
wM = WATER METER C ss NTQ)NEIi r
_ i� mi_- _...-�I' tt � i2 1�lEIR ELEVATION= 23.50'
'z CONCRETE eLLI f ` ` i' = 26.$ of - i�� `ii 1 � 4RY �� J { Nl l t hr}4
= GRAVEL 6.7 1 Ai!t
= RIP RAP
. 26.7 i 26.50 EP 2 .00 EP - a7. �_ x 27,4 ��/ �c1 - -' r� „ 2s.9 ! = j7 j l r ly 6LF 118" � P�Iti1
-w- = WATER LINE w
rn �} 7.1 TEMPORARY' ' ' r : \\. I cLJ
= SEWER LINE Q I / / „ 26.9 r _ } I W ) I FES I 1
/ !! TOPSOIL - ` , x 26.6 I € lIy
-SF'- - TEMPORARY SILT FENCE I V r - - �. y�
r 1 �TUCKPIL -_ .' 26,45 ti� 6 2 'X5 HEMP MIX
._a_= HANDICAP PARKING SIGN � - --� MAX: �'1EIGH = 7,0 ��h = 26.3 � r-� � ]� j � ? -`: C NS [ Tio I yy
o
U
�
z
La
Z
w
1.=
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26.60 TP �5 TP RI = 25.0 tit ;lt
27.0uj
�- \/- _~=30 FUTURE BUILDING 2710 rc f SIN - 23.00
a Y1 - s t ► yr yt ! i .II
z - �_
r -
(STRIP PAD AND PLACE SPOIL Ir ��Q�, ��� �� r I �-y1 ► I II
1 M
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INSTALL INLET 25.50 TP J� �'3` oA ° N 1 X5 1 j 11
/- I J r j" 1E�IPORA Y =t II�
I PROTECTION FOR / F i `� dC 26. 0 EP 7 1 C S r STON s
r Q,�' 2s7 R K DA x 1 I I I 1
/ALL DROP HVLETS f �i� a T+p
1 / 26.7 `. (TYP.)
26.4 .7 I ; - 26,f0 TP O „ 25.2 -.�'• Tj� r , l"l,. 141
I SWALE ,' , . 28.30 r6�..,, DI-10 !r 1 Ir� ,11 I lyy I 114�
INV. = 25.40 `( RIM _25 30
" 11 1rll� 1 i i
INV - 23.30 .6 EG 111 �1 11 l I GAP A9
27.30 EG j - 15" FES-9 !f zt, 14 TAG
„ 26.8 ••\ �'`. / 73 - INV= , I „ 23. 1 R, 26, y
26,3 x 2 ��` _ 25.1 `20'JGRAVEL '-LAN =�26.c = x 25.4 4.s - r �1� '_- Ili
!�. 24,2„ 2a.4236 'ly1 2 • 3 X` 5.2 11l
` ---- ice" " P, C �.��.._-.- 28.90 EG --. --.- _ -__�- = 0 2z. a z6.s , l6.
1
4 � 3-�7 r
7.; \r
- y x 26.7j
-3, t cl Vy
_ �� 9 7 �•
2618
II 12�'2b4 fr-- - ^6. L - - -- - 2-- --_--- _ 24" FES-10 2aS a „a69 C 1 R
1y E�
26.4 --� - 2 v
� 2= _ __ „„ �, - -%----z`�r--"� ' -- 26.a -` SWALE 20 DRAINAGE & UTILITY -EASEMENT SWALE _ s
-z5---- _ x z6a-- �yy 26.8 SWALE �`�$ -- INV= 21.5A 7
�2 INV.= 24.90 INV.= 24.40 __ _ fNV.= 23.90 LIMITS OF CONSTRUCTION -_1 CLASS B STONE 24.6" 2s.2 = zs.7 LE TI 26.rJ;
1 T•'-MPORARY SILT FENCE • z6.5 -` - �� 10X25'7(1�°6 TEMPORARY y�
- --z`'6-----------�J - ``-` `-� 24,fi" ROCK DAM
•� = 259 c_ = __� 2F� � (UN PROPERTY LINE �--�--^_-4-
„ 25.5 � =2G.6
`�--- -= 25=9----------- ------------------ -- -�------ 26.4 - 26.3 --- 2-?------._' 26.3--- w..---------=_�� t p 266 26.3
E6.1 y n-5
26.7 • 26.2 k�24,7
TRACT 2
D.B. 979, PG. 767
P.C. E, SLIDE I00-3 C/L SWALE.
WIDTH & DEPTH
VARIES ACCORDING
TO PLAN GRADE
OWNER
EXISTING GRADE '3.1 opE EXISTING GRADE 40 0 20 40 80 A&E HOLDINGS, LLC
DOTES MiN sv
PLANT & ESTABLISH VEGETATION
= SLQ�© 112 WEST 2nd STREET
PER SEEDING SCHEDULE.
GRAPHIC SCALE i inch = 40 ft WASHINGTON, NC 27889
bdIm THERE ARE NO 404 WETLANDS ''^I `'
- I I [phone]
Cagbekmywdi LOCATED ON THIS PROPERTY.
A DRAINAGE SWALE SECTION
NOT TO SCALE
f-PAnINr. nRAIh1ArF A' Fwnginm r`n&lTRnt
• • -ii.•f _. i = • f• _ r i S:ti ._ _� _ ... L . i• _ - - �t 43.L.�. L: .'J r. 4-II _L. .Js :._i-,A •L
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Date:
Iq' JUNE 2012
Oramng no.
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fN t1 x f26.1 � <v( � � 1
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_ _ ' ..,,,�; RCP I� - ,J
`22. 6 � 26.60E v
684E
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f ELEV 25
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i 1VEfR I�) ; I ,I rr r r I II
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CLASS 8 STONE x
25'X1R x4 x `� `a �.4
TEMP9RARY 25,2iX�5,7
sa ROCK OA,' r 1 T1 `�V��; 26 ,-
30 0 15 30 \ I
x26.$ y
GRAPHIC SCALE 1 inch = 30 ft.
26
� 24,7 .s 25,5
?� U
STORMWATER WETLAND PLANTING SPECIFICATION
1. ALL HERBACEOUS PLANTS WITHIN THE WETLAND PROPER (SHALLOW WATER AND SHALLOW
LAND ZONES) SHALL BE INSTALLED BETWEEN MARCH 15 AND JULY 31.
2. UNLESS OTHERWISE DESIGNATED, PLANTS SHOULD BE INSTALLED AS LARGE DRIFTS (I.E.,
� in
MASSES OF A SINGLE SPECIES) 1,14
rJI THIN THEIR RESPECTIVE FLAIdT1hv AREAS.
3. INSTALL A SLOW RELEASE FERTILIZER TABLET NEXT TO EACH PLANT WITHIN THE WETLAND
PROPER. FOR HERBACEOUS SPECIES USE AG SAFE AQUATIC -TABS 20-10-5, 90 DAY
CONTINUOUS FEEDING, 5 GRAMS, OR EQUIVALENT. FOR TREES AND SHRUBS USE AGRIFROM
20-10-5 PLUS MINORS PLANTING TABLETS, 2 YEAR SLOW RELEASE OR EQUIVALENT.
4. ALL PLANTS SHALL BE DIRECTLY DESCENDED FROM INDIVIDUALS GROWING WILD WITHIN 200
MILES OF THE PROJECT SITE. IF SUITABLE STOCK CANNOT BE OBTAINED, PLANTS OF OTHER
GENETIC PROVENANCES MAY BE UTILIZED WITH THE APPROVAL OF THE OWNER OR OWNER'S
REPRESENTATIVE.
5- PLANT MATERIAL SHOULD CONFORM TO AMERICAN STANDARD NURSERY STOCK, PUBLISHED BY
THE AMERICAN ASSOCIATION OF NURSERYMEN.
6, ALL PLANT MATERIAL TO BE CONTAINER GROWN PLANTS OF AT LEAST 4.5 CUBIC INCHES
CAPACITY.
7. RECOMMENDED PLANTS FOR PERMANENT SHALLOW WATER (0" TO 6" DEEP). 20% OF TOTAL
NUMBER OF PLANTS SHOULD BE OF EACH SPECIES AND PLANTED IN A NATURAL FLOWING
ARRANGEMENT.
A.ACORUS CALAMUS (SWEET FLAG)
B.CLADIUM JAMAICENSE (SAWGRASS)
C.PELTANDRA VIRGINICA (ARROW ARUM)
D.SAGITTARIA LATIFOLIA (DUCK POTATO)
E.SCHOENOPLECTUS TABERNAEMONTANI (SOFTSTEM BULRUSH)
POND SURFACE AREA 25,000 SY,
AQUATIC SHELF SURFACE AREA (S.F) 7,575 S.F.
TOTAL NUMBER OF PLANTS SPACED AT 24" O.C. = 1,894
ADD (1) ONE TREE FOR EVERY 30000 SQUARE FEET OF HIGH MARSH SURFACE AREA. FINAL
TREE PLACEMENT
Total trees = 0
SHOWN ON PLANS. CARPINUS CAROUNIANA (MUSCELEWOOD), BETULA NIGRA (RIVER BiRCH),
NYSSQA BIrLORA (SWAMP BALCKGUM) ARE THE SUITABLE TREES TO USE.
CONSTRUCTED WETLAND CONSTRUCTION SCHEDULE:
1 CLEAR AND GRUB WETLAND AREA.
2• EXCAVATE CONSTRUCTED WETLANDS AREA TO ROUGH ELEVATION STOCKPILE SOIL IN PROPOSED BERM
AREA.
3. INSTALL EROSION CONTROL MEASURES TO STABILIZE POND AREA.
4. INSTALL OUTLET STRUCTURE.
5. WHEN SITE HAS BEEN STABILIZED WITH TEMPORARY SEEDING, CABIC AND CURB AND GUTTER,
CLEAN SEDIMENT OUT OF WETLANDS BASIN AND PREPARE BASIN FOR PLANTING. CALL PITT
COUNTY PUBLIC UTILITY DEPARTMENT STORMWATER DEPARTMENT.
6- INSTALL WETLANDS VEGETATION PER SPECIFICATIONS WETLANDS.
7• PERMANENT SEED BANKS AND SLOPES OF BERM AND AREA.
MAINTENANCE PLAN w
FREQUENCY - INSP CTIO C VITIE
AETER CONSTRUCTION
- INSPECT AFTFR SEVERAL STORM EVENTS FOR BANK STABILITY, VEGETATION GROWTH,
DRAINAGE SYSTEM FUNCTIONING, AND STRUCTURAL DAMAGE.
SEMI-ANNUAL 212EQ110
- INSPECT FOR INVASIVE VEGETATION, DIFFERENTIAL SETTLEMENT, CRACKING; EROSION,
LEAKAGE, OR TREE GROWTH ON THE EMBANKMENT; THE CONDITION OF THE RIPRAP IN THE
INLET, OUTLET, AND PILOT CHANNELS; SEDIMENT ACCUMULATION '-J THE BASIN; CLOGGING OF
OUTLET; AND THE VIGOR AND DENSITY OF THE VEGETATION ON THE BASIN SIDE SLOPES AND
FLOOR. CORRECT OBSERVED PROBLEMS AS NECESSARY.
-NOTE SIGNS OF HYDROCARBON BUILDUP SUCH AS FLOATING Oil: 'OA! WATER SURFACE.
- INSPECT FOR DAMAGE TO THE EMBANKMENT AND INLET/QUTL_E_. STRUCTURES. REPAIR AS
NECESSARY,
-MONITOR FOR SEDIMENT ACCUMULATION IN THE FACILITY AND FCREBAY.
-EXAMINE INLET AND OUTLET DEVICES TO ENSURE THEY ARE FRE:' OF DEBRIS AND ARE
OPERATIONAL.
FREQUENCY - MAINTENANCE ACTIVITIES
ONE-TIME
-REPLACE WETLAND VEGETATION TO MAINTAIN AT LEAST 50% OF SURFACE AREA COVERAGE
IN WETLAND PLANTS AFTER THE SECOND GROWING SEASON.
AS NEEDED MAINTENANCE
-REPAIR UNDERCUT AREAS, EROSION TO BANKS, AND BOTTOM AS REQUIRED. WHERE
PERMITTED BY THE DEPARTMENT OF FISH AND GAME OR OTHER AGENCY REGULATIONS, STOCK
CONSTRUCTED WETLANDS REGULARLY WITH MOSQUITO FISH (GAMBUSIA SPP.) TO ENHANCE
NATURAL MOSQUITO AND MIDGE CONTROL.
FREQUENT ( 3 TO 4 TIMES PER YEAR)
-CLEAN AND REMOVE DEBRIS FROM INLET AND OUTLET STRUCTURES.
-MOW SIDE SLOPES AND REMOVE CRASS CLIPPINGS. REMOVE LITTER AND DEBRIS FROM
BANKS, BASIN BOTTOM, TRASH RACKS, OUTLET STRUCTURES, AND VALVES AS REQUIRED.
ANNUAL MAINTENANCE (IF NEEDED)
-SUPPLEMENT WETLAND PLANTS IF A SIGNIFICANT PORTION HAVE NOT ESTABLISHED (AT
LEAST 50% OF THE SURFACE AREA).
-REMOVE NUISANCE PLANT SPECIES.
-CLEAN FOREBAY TO AVOID ACCUMULATION IN MAIN WETLAND AREA TO MINIMIZE WHEN THE
MAIN WETLAND AREA NEEDS TO BE CLEANED.
-HARVEST PLANT SPECIES IF VEGETATION BECOMES TOO THICK t 14,JSING FLOW BACKUP AND
FLOODING. MORE FREQUENT PLANT HARVESTING MAY BE REQUIRE; BY LOCAL VECTOR
CONTROL AGENCIES.
--FERTILIZE NEW VEGETATION ONE TIME ONLY. THE OWNER SHALL NOT FERTILIZE VEGETATION
AFTER THE INITIAL OCCURRENCE.
-MONITOR SEDIMENT ACCUMULATIONS, AND REMOVE SEDIMENT WHEN THE ACCUMULATED
SEDIMENT VOLUME EXCEEDS 10-20% OF THE BASIN VOLUME, PLANTS ARE "CHOKED" WITH
SEDIMENT, OR THE WETLAND BECOMES EUTROPHIC. IT IS SUGGESTED THAT THE MAIN AREA BE
CLEANED ONE HALF AT A TIME WITH AT LEAST ONE GROWING SEASON IN BETWEEN
CLEANINGS, THIS WILL HELP TO PRESERVE THE VEGETATION AND ENABLE THE WETLAND TO
RECOVER MORE QUICKLY FROM THE CLEANING.
SEEDING AND MULCHING SCHEDULE PER ACRE THE KINDS OF SEED AND FERTILIZER, AND THE
RATES OF APPLICATION OF SEED, FERTILIZER, AND LIMESTONE, SHALL BE AS STATED BELOW.
DURING PERIODS OF OVERLAPPING DATES, THE KIND OF SEED TO BE USED SHALL BE
DETERMINED BY THE ENGINEER.
LIME 2 Tons per Acre
10-10-20 1,000 LB per Acre
0-20-0 500 Lb er Acre
STRAW MULCH 2 TONSIAC (AFTER SEEDING)
ASPHALT TACK 200 GA /TC OF MULCH
JANUARY 1-DECEMBER 31
50# Tall Fescue
5# Centipede
5 # Pensocota Bohiagross
5009 Fertilizer
4000# Limestone
MIN. SLOPE
GRADE 5:1
�2FL©W
BACKFILL OVER
PIPE
CONTROL STRUCTURE
4" PVC SKIMMER
REMOVE AT END OF
PROJECT AND INSTALL
SANITARY TEE
2
1 -K, 'r­,jv
0
BOTTOM EL = 16.00'
PVC ORIFICE PIPE
W/ #' DIA HOLES
(3 ROWS - 8) A HORSESHOE ROCK DAM
END CAP �-4 NOT TO SCALE
PVC TE-
PVC ELBOW
(�)
END CAP
PVC VENT PIPE
END CA
PSG PIPE MBLY
ISOMETRIC VIEW
PVC VENT PIPE
PV,n . VIENI PIPS PVC ELBOW
(NP) PVC ELBOW
WATER SURFACE (pyp)
PVC TF,�- PYC PIPE WITH END CAP
V- #" DIA HOLES FVC TEE
(3 ROWS - 8)
PVC F fPL"MBLY ARM ASSEMBLY
PVC PIPE
FLEXIBLE PIPE
BOTTOM _SURFACE _.
END VIEW SIDE VIEv,I
NOTE: ALL PIPE PVC SCHEDULE 40
SKIMMER DEWVATERING DEVICE
2-5"X2.5" HOT --�
DIPPI D GALVANIZED
ANGLE
2.0' WEIR ELEV. 23.50
P240'�RCPD
18'
NOT TO SCALE
4'-0"
4,-0"
2l-0f�.�
._ CTRASH GRATE ✓TOP OF GRATE 25.00
-7 ra,-6n
#4 BAR 12" O.C.
8" BLOCK
'WALL
1- ALUMINUM OR HOT
DIPPED GALVANIZED
BAR GRATE
I " ALUMINUM OR. HOT DIPPED
vll�GALVANIZED BAR GRATE
TEMPORARY HORSESHOE
ROCK CHECK DAM
PROPOSED
24 RCP
24" RCP INV. 22.00 V FLOW " CAP WITH
Ve ORIFICE
BLOCK
SAP WITH 8" BLOCK WALL ',MALL
.0 ORIFICE
BOTTOM 20.50
8" CONCRETE S -ter
0 -Bti i 8" CONCRETE SLAB
c OUTLET CONTROL STRUCTURE
(,-4 NOT TO SCALE
SLOPES 2:1 AND STEEPER AND WASTE AND BORROW LOCATIONS: ELEV. 26.5 ELEV. 26.5
JANUARY 1-DECEMBER 31 AQUATIC PLANT AQUATIC PLANT
75 Tali Fescue I'--- 10' �"� 54 MIN 51 MIN. E'--
50 Centipede --� I-SNEi F(T 1 NE 10'T 4
WATER SURFACE ELEV.2� 5 � �^
50 # Fertilizer
4000# Limestone ELEV. 23,0 c j ��' ELEV. P30
TEMPORARY SEEDING ELEV, cc^.O- 3r,L 21�` ELEV. 22.€J
ELEV. 16,0 ------- ' ELEV. I6.0
"COOL SEASON" PLANTED BETWEEN 15 AUGUST AND 15 APRiL
120# RYE GRAIN (NO RYE GRASS) D DETENTION POND SECTION
"WARM SEASON" PLANTED BETWEEN 15 APRIL AND 15 AUGUST C-4 NOT TO SCALE
65## GERMAN BROWN TOP OR FOX TAIL MILLET
10' --1
0'-6� j
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GALVANIZED
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2.0' IR ELEV. 23.50
4" PVC I NV. 22f.`50
4" T v c rr/
STORM DETENTION PLAN & DETAIL
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1'nai� 712o600y
CONSTRUCTION SEQUENCE
1. OBTAIN PLAN APPROVALS AND ALL APPLICABLE PERMITS.
2. FLAG LIMITS OF ROUGH GRADING FOR BUILDING SITE, PARKING LOTS AND ESTABLISH GRADE
LIMITS AS NEEDED.
3. HOLD PRECONSTRUCTION MEETING WITH GRADING CONTRACTOR. EROSION CONROL
ADMINISTRATOR, PROJECT ENGINEER AND OWNER.
4. INSTALL THE WET DETENTION POND, DIVERSIONS AND PERIMETER SEDIMENT FENCES AS THE
FIRST CONSTRUCTION ACTIVITY PRIOR TO SITE GRADING AND INSTALLATION OF ANY FILL.
5. INSTALL STORM DRAINAGE AND INLETPROTECTTON AROUND CATCH BASINS AND DROP INLETS
AND INSTALL RIPRAP PROTECTION AND ENERGY DISIPATORS.
6. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE AND USE EXISTING ACCESS TO SITE.
7. BEGIN TO GRADE THE BUILDING PADS DISTRIBUTING EXCAVATED MATERIAL IN THE FILL SECTIONS.
8. UPON THE COMPLETION OF BUILDING PAD INSTALL NEW DRIVEWAY AS INDICATED ON PLANS.
9. INSTALL DRAINAGE AND SWAI FS AND INSTALL TEMPORARY EROSION CONTROL MEASURES
AROUND FACILITIES.
I UEGIIY' AIIND C01VI'F LETE ROUGH GRADING OPERATIOIYIS.
11. BRING BUILDING AND PARKING AREA TO WITHIN 2" OF FINAL SUBGRADE, TEMPORARILY SEED
THESE AREAS TO PREVENT EROSION UNTIL SUCH TIME OWNER IS READY TO PROCEED WITH
FINAL CONSTRUCTION.
12. TEMPORARILY SEED ALL DISTURBED AREAS WITH THE EXCEPTION OF AREAS WHICH CONSTRUCTION
WILL CONTINUE.
13. FINE GRADE AND PAVE DRIVEWAY AND PARKING LOTS.
14. PROMIDE STABILIZATION (TEMPORARY OR PERMANENT) IN ANY EVENT SLOPES LEFT EXPOSED WILL
BE PLANTED OR OTHEREWISE PROVIDED WITH GROUND COVER, DEVICES OR STRUCTURES SUFFICIENT
TO RESTRAIN EROSION WivliHIN TVV'ENTY ONE '21) CALENDAR DAYS OF COMPLETION OF ANY PHASE
OF GRADING.
15. PROVIDE A GROUND COVER (TEMPORARY OR PERMANENET) ON EXPOSED SLOPES WITHIN 14
CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING FOR SLOPES 3:1 OR FLATTER
INCLUDING ALL OTHER SLOPES 4:1 OR FLATTER; PROVIDE A GROUND COVER (TEMPORARY OR PERMANENT)
ON EXPOSED SLOPES WITHIN 7 CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING
FOR SLOPES 3:1 OR STEEPER INCLUDING ALL PERMANENT DIKES, SWALES, DITCHES AND SLOPES AND
DISTI!`RBA„CES WITHIN HIGH QUALITY WATER (HQW) ZONES.
16. ADDITIONAL EROSION AND SEDIMENTATION CONTROL MEASURES MAY BE REQUIRED BY THE STATE
OR OWNER IF DEEMED NECESSARY.
17. AFTER SITE IS STABILIZED, REMOVE ALL TEMPORARY MEASURES, FINE GRADE DISTURBED AREAS, AND
INSTALL PERMANENT VEGETATION ON THE DISTURBED AREAS.
18. MAINTAIN PERMANENT VEGETATION BY TOP DRESSING WITH 700 LBS PER ACRE OF FERTILIZER EVERY
6 MONTHS UNTIL THE COMPLETION OF THE PROJECT.
19. WITHIN 6" OF FINAL GLADE, REDISM, BUTE 6" OF TOPSOIL 20
20. FINEGRADE, .PERMANENTLY SEED AND MULCH ALL LANDSCAPED AREAS.
21. REMOVE ALL TEMPORARY EROSION AND SEDiMEN TATiON CONTROL MEASURES UPON COMPLETION
AND STABILIZATION OF PROJECT.
MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION
FOLLOWING EVERY RUN-OFF PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY
NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
2. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES 0.5 FEET DEEP.
3. ALL SEEDED AREAS WILL BE FERTTLIZc-D, RE -SEEDED AS NECESSARY, AND MULCHED ACCORDING TO
SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
PLANNED EROSION AND SEDIMENT CONTROL DEVICES
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
TEIvIPGRAR Y GRAVEL CvNS i RUCTiv �l ENTRANCE IS TO BE WISED AT STREET CGiJivEC T1GN.
DIMENSIONS ARE TO BE _AS INDICATED ON PLANS. THE CONTRACTOR HAS THE PREROGATIVE
TO IDENTIFY A SINGLE ENTRANCE AND TREAT SAID ENTRANCE WITH THIS PROTECTIVE
MEASURE. IF, HOWEVER MULTIPLE ENTRANCES ARE USED DURING CONSTRUCTION, CONTRACTOR
SHALL PROTECT EACH WITH TEMPORARY GRAVEL. '
TEMPORARY STONE DROP INLET PROTECTION
SEDIMENT FENCE IS TO BE USED AROUND ALL YARD INLETS AND CATCH BASINS UNTIL SUCH
TIME SITE IS STABILIZED WITH VEGETATIVE COVER OR PARKING AREA SUBGRADE IS
COVERED WITH CABC.
TEMPORARY SEDIMENT FENCE
STONE INLET PROTECTION IS TO BE USED AS NEEDED TO PROTECT AREAS AS SHOWN. SILT
FENCE IS TO BE PLACED AS SHOWN ON PLANS AND ANY OTHER AREAS SUBJECT
TO DISCHARGING SEDIMENT DIRECTLY INTO CANALS AND DITCHES.
CITY ENGINEER RESERVES THE RIGHT TO REQUIRE ADDITIONAL EROSION CONTROL
MEASURES SHOULD THE PLAN OR ITS IMPLEMENTATION PROVE TO BE INADEQUATE.
SEED OR OTHER Wr E,[ PROL4DL GROUND COVER DELICE'l3
SEEDING Btu AND MUL%i1iNG SCI"IEULE PER ARCE
COMPLETE GRADING BEFORE PREPARING SEEDBEDS, AND
INSTALL ALL NECESSARY EROSION CONTROL PRACTICES SUCH AS
SWALES AND BASINS. MINIMIZE STEEP SLOPES. IF SOILS HAVE
BECOME COMPACTED DURING GRADING, LOOSEN THEM TO A
DEPTH OF 6-8 INCHES USING A RIPPER, HARROW, OR CHISEL
PLOW. IF RAINFALL CAUSES THE SURFACE TO BECOME SEALED
OR CRUSTED, LOOSEN IT JUST PRIOR TO SEEDING BY DISKING,
RAKING, HARROWING, OR OTHER SUITABLE METHODS. GROOVE
OR ruRRvYYu SLOPES STEEPER THAN J, al ON
THE CONTOUR
BEFORE SEEDING.
THE KINDS OF SEED AND FERTILIZER, AND THE RATES OF
APPLICATION OF SEED, FERTILIZER, AND LIMESTONE, SHALL BE AS
STATED BELOW. DURING PERIODS OF OL/ER! APPING DATES, THE
KIND OF SEED TO BE USED SHALL BE DETERMINED BY THE ENGINEER.
LIME 2 TONS/AC
10-10-20 1000 LBS/AC
0-20-0 500 LBS, AC
STRAW MULCH 2 TON/AC AFTER SEEDING)
ASPHALT TACK 200 GAL/T N OF MULCH
JANUARY 1 - DECEMBER _31
50# TALL FESCUE
104 CENTIPEDE
10# BERMUDA GRASS
500# FERTILIZER
CONSTRUCTION ENTRANCE NOTES:
2" TO 3" COARSE AGGREGATE STONE Sf-TALL BE USED. PAD TO OWE 50'x20'x6" AT A MINIMUM
TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE TRUCKS IS TO BE PROVIDED.
EIv TRANCES SHOULD BE LOCATED TO PROVIDE FOR MAXIMUM UTILITY BY
ALL CONSTRUCTION VEHICLES,
MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW
OF MUD ONTO STREET. PERIODIC TOP DRESSING WITH STONE WILL BE NECESSARY;
ANY MATERIAL WHICH SiiLL MAKES IT ONTO THE ROAD MUST BE CLEANED U>' IMMEDIATELY.
APPLICABLE AT ALL POINTS OF INGRESS AND EGRESS UNTIL SITE IS STABILIZED.
FREQUENT CHECKS OF THE DEVICE AND TIMELY MAINTENANCE MUST BE PROVIDED.
PURPOSE: TO PROVIDE A BUFFER AREA WHERE VEHICLES CAN DROP THEIR MUD AND
SEDIMENT TO AVOID TRANSPORTING IT ONTO PUBLIC ROADS, TO CONTROL EROSION
FROM SURFACE RUNOFF, AND HELP CONTROL DUST.
AVOID CURVES IN PUBLIC ROADS AND STEEP SLOPES. REMOVE ALL VEGETATION AND
OTHER OBJECTABLE MATERIAL FROM THE FOUNDATION AREA. GRADE AND CROWN
FOUNDATION FOR POSITIVE DRAIANGE.
IF THE SLOPE TOWARD THE ROAD EXCEEDS 29'�, CONSTRUCT A RIDGE a� TO $� HIGH
WITH 3.1 SIDE SLOPES, ACCROSS THE FOUNDATION WIDTH APPROXIMATELY 15'-0" FROM
THE ENTRANCE TO DIVERT RUNOFF AWAY FROM PUBLIC ROAD
PLACE GEOTEXTILE FABRIC ON GRADED FOUNDATION TO IMPROVE STABILITY, ESPECIALLY
IN WET CONDITIONS THAT ARE ANTICIPATED.
PLACE STONE TO DIMENSIONS AND GRADE AS SHOWN ON PLANS. LEAVE SURFACE
SMOOTH AND SLOPED FOR DRAINAGE -
DIVERT ALL SURFACE RUNOFF AND DRAINAGE FROM THE STONE PAD TO A SEIMENT
TRAP OR BASIN.
INSTALL PIPE UNDER PAD IF NEEDED TO MAINTAIN PROPER PUBLIC ROAD DRAINAGE.
NEW CONSTRUCTION: SITE
EXISTING ROADWAY A 35' MiN. ' 15' MIN.
I \-�o�Sa ---�
"� • ; o 00000 o a �
a �oa000 �oon� 12" MIN.
6 MIN..a���, �'s-f-,MKae�o��. �, S� o
CROSS SECTION
50' MIN.
NOTES:
BUT SUFFICIENT TO KEEP
1. PUT SILT FENCE OR TREE
SEDIMENT 0"1 SITE
PROTECTION FENCE UP TO
ENSURE CONSTRUCTION
oQo aoo4'ooa$Qa o�o0 0 0o goo
oa4a_o^a a $oo-
ENTRANCE IS USED.
o o_-
pa600 0 o n o�v
20' OR FULL WIDTH
Z IF CONSTRUCTION ON THE
� a
0
0 2' - 3" STONE TO BE USED ao
o a
OF rlROPCSMLl STREET
SITES ARE SUCH THAT THE
�o
0 0 (SURGE STONE OR oo
OR ENTRANCE,
.'.'UD IS NOT REMOVED BY THE
yt Qo
00o RAILROAD SALAST } c
1�.'i IICE-TEVER IS
VEHICLE TRAVELING OVER THE
STONE, THEN THE TIRES OF
ooa o o�ho
o aodoo 00c�o
GREATER.
THE VEHICLE MUST 13E WASHED
oa
8 W o Gao o a o a oO4o c oo
ooa 0000a o�
BEFORE ENTERING THE PUBLIC
"a o 0000a�a$oo
ROAD.
PLAN
1
TEMPORARY CONSTRUCTION ENTRANCE
SLOPE _.L__
2 a NIA
41CkENED . "8 p
4"
9c-F IMALK
T Hi KENED EDGE
R WALK DETAIL
NOT TO SCALE
MIN. 14 GAUGE -
WIRE FENCE WITH
6" MESH SPACING
8' MAX. STANDARD STRENGTH FABRIC WITH
6' MAN. EXTRATRERNGTH FABRIC W TWOUT
SILT FENCE FABRIC
18"-24" HIGH
NOT TO SCALE
3000 PSI CONCRETE
5-9.5A ASPHAL
VARIES
SLOPE 1/4"/FT.
c PARKING LOT DETAIL
C-� NOT TO SCALE
PLASTIC OR
WIRE TIES
NATURAL GROUND
4000#
LIMESTONE
9
SLOPES 2.1
AND STEEPER AND WASTE AND BORROW LOCATIONS:
tj FRONT VIEW
JANUA.RY 1
- DFCFMBER 31
sI T
mox-.- �)' ILj5.m., cm%, sQEoincAnotc
75#
TALL FESCUE
T.
CONSTRUCT SEDIMENT BARRIER OF STANDARD STRENGTH OR
STEEL POST
10#
SEP.MUDA GRASS
EXTRA STRENGTH SYNTHETIC FILTER FABRICS.
WIRE FENCE
2.
ENSURE THE HEIGHT OF THE SEDIMENT FENCE DOES NOT
FILTER FABRIC
500#
FERTILIZER
EXCEED 24' ABOVE THE GROUND SURFACE
4000#
LIMESTONE
3,
INSTALL THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO
SACYALL TP,ENCH w
COMPACT THOROUGHLY
THE LENGTH OF THE BARRIER TO AVOID JOINTS WHEN JOINTS
T
_TEMPORARY
SEEDING
ARE NECESSARY, SECURELY Nis, 1€f3 THE FILTER CLOTH ONLY AT
NATURAL GROUND
"COOL SEASON" PLANTED BETWEEN AUGUST 15 AND APRIL 15
A SUPPORT POST WITH 4' MIN. OVERLAP TO THE NEXT POST.
I20#
RYE GRAIN (NO RYE GRASS;
4-
SUPPCV?T STANDARD STPFNGITI FILTER FABRIC BY W-�RE MESH.
1T:EtiCH
"WARM SEASON"
PLANTED BETWEEN APRIL 15 AND AUGUST 15
FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS.
4" MIN. WIDE X
65#
GPPkAAN BROWN TOP OR FOX TAIL MILLET
EXTEND THE WIRE MESH TO THE BOTTOM OF THE TRENCH.
8" MIN. DEEP
FASTEN THE WIRE REINFORCEMENT, THEN FABRIC ON THE
UPSLOPE SIDE OF FENCE POST. WIRE OR PLASTIC ZIP TIES
SUN:
SHOULD HAVE A MIN 50 POUND TENSILE 1-ROVIGT14.
5.
WHEN A WIRE MESH SUPPORT FENCE IS USED, SPACE POSTS A
MAX OF 8' APART. DRIVE SUPPORT POST INTO THE GROUND A
MIN. OF 24"
SILT FENCE CONSTRUCTION MATE ]ALS
6.
EXTRA STRENGTH FILTER FABRIC WITH 6' POST SPACING DOES
I. USE SYNTHETIC FILTER FABRIC THAT IS 9591 BY WEIGHT
NOT REQUIRE WIRE MESH SUPPORT FENCE SECURELY FASTEN
POLYOLERNS OR POLYESTER, AND IS CERTIFIED BY THE
THE FILTER FABRIC DIRECTLY TO POSTS WITH WIRE OR ZIP TIES
MANUFACTURER AS CONFORMING TO THE REQUIREMENTS IN
OF MIN. 50 POUND TENSILE STRENGTH.
ASTM D 6.61.
7.
EXCAVATE A TRENCH 4' WIDE AND 8" DEEP ALONG THE
2. USE FENCE POSTS THAT ARE 1.33 LB/LINEAR FT STEEL WITH
PROP.,.SED LINE OF Pv.S IS AND UPSLOPE FROM PHE BARRIER.
A 01 . LENGTH OF 5. POSTS SHAL.r NAVE PROIEC'770N!S TO
8.
PLACE 12' OF THE FABRIC ALONG THE BOTTOM AND SIDE OF
FACILITATE FASTENING THE FABRIC.
TFIE TENCH.
3. USE WIRE FENCE WfTH MINIMUM 14 GAUGE AND A MAXIMUM
9.
SACKFILL THE TRENCH WITH SOIL PLACED OVER THE FILTER
MESH SPACING OF 6'.
FABRIC AND COMPACT.
10. 00 NOT ATTACH FILTER FABRIC TO EXISTING TREES.
TRENCH
13U
OF PLYWOOD
WASHED STOP
kM FT ACR(
I'-O- x V-6" x .080' STANDARD
ALUMINUM HANDICAP PARKING
SIGN WITH IDENTIFICATION SYMBOL
Rt vEo ADDMONAL SIGN
PP*GUWHERE APPL ICA6LE� 19
2" SCHEDULE 40 ALUM. -.
` ig" CONDUIT WITH CAPPED END
I I
M MMUM ME tsmoo i
�4 SET IN CONCRETE Y-O'
c ` BEL04ti FINISHED GRADE
I FINISHED GRADEI
J.2"
N OTE- ' I '
SIGNAGE SHALL CONFORM TO ALL
APPLICABLE FEDFRAI, STATE AND
CITY CODES AND SPECIFICATIONS. I
I
HANDICAP PARKING SIGNAGE
NOT TO SCALE
�-7-V MIN' -�I--10.0'-----�.�7.0' MIN--.1
2-pi
LONG
Lu
joI6' ICKENED 11 - S O �_ MA 1 :1 S E MA fi' THICKENED
ED WALK I EDGE WALK
!I `V
PLAN VIEW
WALK & I UY Ut
ASPHALT
SIDEWALK ACCESS WIPE DOWN
NOT TO SCALE
SHEET FLOW
1. MN
RTAR JOINTS 1/2" i 1/8" THICK. CONCAVE TOOL ALL EXPOSED MORTAR
JOINTS.
2. CLASS "AA" CONCRETE TO BE USED. CHAMFER ALL EXPOSED CORNERS 1'.
3. ALL CATCH BASINS OVER S-6" IN DEPTH SHALL BE PROVIDED WITH STEPS V
ON CENTERS, STEPS SHAH FIE IN ACCORDANCE WITH STD: OFTAIL. NO, 615,41.
4. CONCRETE BRICK MAY BE USED IN LIEU OF CLAY BRICK_ JUMBO BRICK WLL BE
PERMITTED.
�,. FOR V-0" IN HEIGHT OR LESS USE 8" WALL. viiR 8'--O" IN HElC 1T USE 12"
WALL TO 6'--0' FROM TOP OF WALL, AND 8" WALL FOR THE REMAINING 6'-0-.
ADJUST QUANTITIES ACCORDINGLY.
6, LEAVE WEEP HOLES AS DIRECTED BY THE ENGINEER.
7. ALL CONSTRUCTION METHODS SHALL COMPLY WETH CITY OF WASHINGTON MANUAL
OF STANDARD DESIGNS AND DETAILS.
.3R IX _jTANDAD-
DROP INLET
NOT TO SCALE
�UPSTREAM END
OF STORM DRAIN
OVERFLOW 1/3 PIPE
DLAMETER
i EXTERIOR
PLYWOOD
STEEL FENCE POST
OVERI"w^W 1/3 PIPE
DIAMETER
WASHED STONE FILTER
b6 INLET ACROSS INLET
nn w._2E CLOTii
PLYWOOD INLET PROTECTION AND STONE FILTER PROTE-CTION
u� STANDARD TEMPORARY SILT FENCE DETAIL H END OF DAY !N► FT PROTECTION DETAIL
I^
NOT TO SCALE
-� C -- 6 NOT TO SCALE
SEAL 1 /2" BEEP
STOP-PLACEMEAIT
OF rUR8 OR SIDEWALK
, ,..� OF BUILDING
PRECAST CONCRETE WHEEL STOP
NOT TO SCALE
STANDARD METAL
POSTS
//0" IN GROUD
4' MAX
SHEET FLOW
19-GUAGE HARDWARE
CLv~T4
(M MESH OPENINGS)
12'
2'
FILTERED
WATER
INLET PROTEC77ON CONSTRUCTION SPECIFIC4Tf0NS
1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET.
2. DRIVE 5-FOOT STEEL POSTS 2 FEET INFO THE GROUND SURROUNDING THE INLET:
SPACE POSTS EVENLY AROUND THE PERIMETER OF THE INLET, A MAXIMUM OF 4
FEET APART.
3. SURROUND THE POSTS W17H WIRE MESH HARDWARE CLOTH. SECURE THE WIRE
M H TO THE STEEL POSTS AT INE TOP, MIDDLE, AND BOTTOM, PLACNIll A
2-FOOT FLAP OF THE WIRE MESH UNDER THE GRAVEL FOR ANCHORING.
4. PLACE CLEAN GRAVEL (NC007�#5 OR 157 STONE) ON A 2:1 SLOPE WITH A
HEIGHT OF 16 INCHES AROUND THE WIRE AND SMOOTH TO AN EVEN GRADE.
5. ONCE THE CONT218U7ING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE
ACCUMULATED SEDIMENT, AND ESTABLISH FINAL GRADING ELEVATIONS.
6. COMPACT THE AKEA PROPERLY AND STABILIZE IT WITH GROUNDCOVER.
MAIlVLE ANCE
INSPECT INLETS AT LEST WEEKLY AND AFTER EACH SIGNIFICANT (h INCH OR
GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS OR
OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE
CARE NETT TO DAMAGE. OR UNDEKCUT THE WIRE MESH DURING SEDIMENT
REMOVAL. REPLACE STONE AS NEEDED.
STANDARD HARDWARE CLOTH &
1 GRAVEL INLET PROTECTION DETAIL
NOT TO SCALE
LaZ
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Li
OR15
#577 STONE
2
2
FILTER FABRIC
CLASS "B" STONE
fu
n
C€NTrOn LINE SCALE
I
4' to 6'
k
TE)V pnRA RY ROCK
DAM
{; - s
NOT TO SCALE
OWNER
ME HOLDINGS, LLC
112 WEST 2nd STREET
WASHINGTON, NC 27889
[phone]
SCALE AS NOTED
nFTAII - CiR,4I7II11(7_ ORAINA F FR sinN IC,ONT_R_ OI
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Date:
L1-4�vUNIIE 2alo
--
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:. 0- p'
a
3000 PSI SOLID CONCRETE
SHALL BE USED AS FOOTING FOR
DUCTILE IRON PIP£.
GATE/TAPPING VALVE
0
0 0
0
0 0
TOP VIEW
a'
•s
TAPPING SLEEVE
NOTES: SIDE VIEW
1. CONCRETE SHALL NOT CONTACT
BOLTS OR ENDS OF MECHANICAL
JOINT FITTINGS.
2. SEE STANDARD REACTION BLOCK
TABLES, FOR AREA OF CONCRETE
REQUIRED
STANDARD TAPPING SLEEVE
A AND VALVE ASSEMBLY
—s, NOT TO SCALE
TYPE 1
(NOTE 1)
FLAT BOTTOM TRENCH WITH LOOSE DIRT
(FLAT BOTTOM IS DEFINED AS UNDISTURBED
EARTH)
FITTING
11'1/4
1,1081
1
1
1
1
1
2
1
22I 2
2,20
1
22
1
t 1
1
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1
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4.328
2
3
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1
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7.996
2
4
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1
1
2
8
1
PLUG
5.65
2
3
4
1
1
2
6
1
il*v/41
1.970
1
1
2
1
1
1
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1
22'12
3,922
1
2
3
1
1
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1
7.694
2
4
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1
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4
8
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2
PLUG
10,053
3
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10
12"
t1 t/s
4,43
2
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3
5
6
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1
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17,31-2
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8
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4
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PLUG
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PLUG
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37
IYPE 2
FLAT BOTTOM TRENCH WITH BACKFILL
LIGHTLY
CONSOLIDATED TO CENTERLINE OF PIPE
(FLAT BOTTOM 1S DEFINED AS UNDISTURBED
EARTH)
TYPE 3
PIPE BEDDED IN 4" MINIMUM LOOSE SOIL
WITH BACKFILL
LIGHTLY CONSOLIDATED TO TOP OF PIPE
(LOOSE SOIL IS DEFINED AS NATIVE SOIL
EXCAVATED FROM THE TRENCH, FREE OF
ROCK, ORGANIC MATERIAL., FOREIGN
MATERIALS AND FROZEN EARTH.)
TYPE- 8
IYPE
PIPE BEDDED TO ITS CENTERLINE IN COMPACTED
PIPE BEDDED IN SAND, GRAVEL, OR
GRANULAR MATERIAL, 4" MINIMUM UNDER PIPE.
CRUSHED STONE TO A DEPTH OF 1/8 PIPE
COMPACTED GRANULAR OR SELECT MATERIAL TO TOP Of
DIAMETER, 4" MINIMUM WITH BACKFILL
PIPE. (APPROXIMATELY 90 PERCENT STANDARD PROCTOR,
COMPACTED TO TOP OF PIPE-
AASTO T-99)
(APPROXIMATELY 80 PERCENT STANDARD
(SELECT MATERIAL IS DEFINED AS NATIVE SOIL EXCAVATED
PROCTOR, AASHTO T-99)
FROM THE TRENCH, FREE OF ROCKS, ORGANIC MATERVd-
FOREIGN MATERIALS AND FROZEN EARTH)
N Q_T
1. FOR NORMAL PIPE SIZES 14 INCH AND LARGER,
CONSIDERATION SHOULD BE
GIVEN TO THE USE OF LAYING CONDITIONS OTHER THAN TYPE I.
2.CONSIDERATION OF THE PIPE -ZONE EMBEDMENT
CONDITIONS INCLUDED IN THIS
FIGURE MAY BE INFLUENCE BY FACTORS OTHER
THAN PIPE STRENGTH. FOR
ADDITIONAL INFORMATION ON PIPE BEDDING AND
BACKFILL, SEE ANSI/AWWA C600.
NOT TO SCALE
NOTE:
ENTIRE SPIDER ASSEMBLY TO BE
BITUMINOUS COATED AFTER FABRICATION
STEEL ENCASEMENT TO BE INSTALLED IN
ACCORDANCE WITH DESIGN PLANS
ALL REVISIONS OR MODIFICATIONS REQUIRE
PRIOR APPROVAL.
STEEL ENCASEMENT PIPE
8-x3/8" THICK STEEL PLATE
STEEL PLATE SHOE
1" MAX CLEARANCE
(TYP.)
SANITARY SEWER
(DIP REQUIRED)
10" X 2" X 3/8" THICK
STEEL PLATE SHOE
BEND ENDS 1/2"
1" MAX CLEARANCE
CENTER LINE OF -
SANITARY SEWER
(DIP REQUIRED)
NOT
. RS4CRE_I`E SHALL BE 300D PSI
2. CONCRETE SHALL NOT CONTACT
BOLTS OR ENDS OF MECHANICAL
JOINT FITTINGS.
3. TRENCHES SHALL CONFORM TO
STANDARD DETAIL W-3.
4. SEE STANDARD THRUST BLOCK
TABLES, W-10 THRU W-11, FOR AREA
OF CONCRETE REQUIRED.
5. ALL BENDS AND INTERSECTIONS
SHALL HAVE CONCRETE THRUST
BLOCKING.
-;f s
TEE INTERSECTION
R,4 ST BLOCK
450 BEND
.will �j
IiIl14�
E.-:.a
2 45' BENDS FOR '�''': • '.d
9a ANGLE
D � ^THRUST_ BLOCKI
-6. 1I NOT TO SCALE
NOTE:
1. VALVE BOX SHALL NOT BE INSTALLED IN
CURB & GUTTER.
2. VALVE BOX SHALL BE IN ACCORDANCE
WITH THE MANUAL. PRECAST CONCRETE COLLAR
3. VALVE BOX SHALL BE CENTERED AND (IF NOT IN ASPHALT)
PLUMBED OVER VALVE. (IF IN ASPHALT, VALVE BOX TO
MATCH ASPHALT GRADE)
FINISHED GRADE DOMESTIC CASTING
\
VALE
2
TAMPED
CAST IRON VALVE BOX
BACKFILL "
CHARLOTTE UTL 274
_
OR APPROVED EQUAL
t
CAST IRON GATE VALVE
-
WATER MAIN
TAMPED
.:.
.s
;
BACKFILL
_
TYPICAL INLINE VALVE DETAIL
NOT TO SCALE
2tt 'WITH BENDS
WATERLINE GRIP
RINGS (TYP)
I WATERLINE CROSSING
FINISHED GRADE —6. NOT TO SCALE
o TRACING TAPE TQ
BE INSTALLED 1
GRADE.
FINISHED
TETPKKOBCOMACTED
TO 95% STANDARD
co
PROCTOR (AASHTO-799)
TRENCH BOTTOM SHALL CONSIST OF FIRM
STABLE MATERIAL AND SHALL PROVIDE
PIPE DIAMETER 12" TO 16" UNIFORM SUPPORT THROUGHOUT LENGTH
OF PIPE.
! WATERLINE TRECH DETAIL FOR PAVED AREAS
MOUNDFBACKFW OVER TRENCH TO
ALLOW OR SE`CITLING.
TRACING TAPE TQ
o
BE INSTALLED 1
U
BELOW FINISHED
GRADE.
UNCLASSIFIED BACKFILL COMPACTED
z
TO 95% PROCTOR AASHTO-799
SELECTED BACKFILL
c,
TO BE COMPACTED
co
TO 95% STANDARD
PROCTOR (AASHTO-799)
--�--�
TRENCH BOTTOM SHALL CONSIST OF FIRM
PIPE DIAMETER 12" TO
16" STABLE MATERIAL AND SHALL PROVIDE
UNIFORM SUPPORT THROUGHOUT LENGTH
OF PIPE_
F WATERLINE TRENCH
DETAIL FOR UNPAVED AREAS
NOT TO SCALE
1-STEEL SPIDER ASS'Y. AS SHOWN REQUIRED
PER JOINT OF DIP FABRICATE AFTER BORE IS
COMPLETE. DIMENSIDINS AS NECESSARY TO
PROVIDE DESIGN SLOPE AFTER INSTALLATION OF
SANITARY SEWER. BITUMINOUS COATING
(GLID--GUARD COAL TAR EPDXY)
STEEL ENCASEMENT
t0' 6'
,
ENCLOSE END WITH 8"
BRICK MASONRY
CONTINUOUS WELD
3/4" DIA x 4" BOTH SIDES (TYP.)
_ LONG BOLTS W/ 2" WEEP HOLE
HEX NUTS EA. #57 STONE
SIDE OF SPIDER
END ELEVATION CASINC�SEC'I•Q
e SANITARY SEWER ENCASEMENT DETAIL
— 6 _ NOT TO SCALE
Z
Q
m
JBGRADE
MINIMUM 3000 PSI CONCRETE
ASPHALT
PRECAST CONCRETE COLLAR
NOTE
FOR 4" SERVICE. BOX TO BE VULCAN MODEL #G8471
WITH JG8460 LID MARKED SEWER.
FOR 6" SERVICE, BOX TO BE EAST JORDAN #15742 W/
LID MARKED SEWER.
PAVEMENT SEE NOTE
d
• O. 4 A
I -
FLW3H TYPE
CLEANOUT RISER CAP
SEWER CLEAN OUT FOR
J PAVED AREAS
—6, NOT TO SCALE
STREET RIGHT OF
WAY OR AS NOTED INIMUM 36" HORIZONTAL CLEARANCE
ON PLANS FROM ANY OBJECT.
�FIRE HYDRANT, PUMPER NOZZLE TO
BE PERPENDICULAR TO STREET
x TRAFFIC FLANGE BETWEEN
< 2" - 6" ABOVE GRADE
5` 3'-6
HAUNCHIN
BEDDING
FOUNDATION
ULAR
DMENT
STONE
DING
00
- N URB AND GUTTER
SIDEWALK
PAVEMENT
PROVIDE #57
CRUSHED STONE
�
VALVE BOX--'
6" GATE VALVE
AROUND WEEP F�"`tiES
I COMPACTED BACKFILL
SLOPE TOP OF
(TAMPED IN 6" LIFTS)
DOCKED HYDRANT TEE
CONCRETE TO PROVIDE
.,
DRAINAGE FROM
HYDRANT DRAIN
6" PIP
"'-•• E
' k-. l�CQNC. THRUST
�_
MAIN :
BLOCK
UNIFORMED CONCRETE
-:'
USE DIP IF LESS
THAN 3'--0" OF
COVER UNDISTURBED
EARTH_
NOTES:
1. FIRE HYDRANT TO BE PLUMB. IF ADJUSTMENT IS NECESSARY
AFTER PRESSURE TEST, RETESTING MAY BE REQUIRED.
2. VALVE BOX SHALL NOT BE INSTALLED IN CURB do GUTTER.
1 ANYTIME SITE WORK, CONSTRUCTION, ROAD WORK, OR ANY
OTHER WORK CHANGES THE GRADE OF THE FIRE HYDRANT, THE
PERSON RESPONSIBLE FOR THE WORK IS RESPONSIBLE FOR
AMSTING THE FIRE HYDRANT TO STAY WITHIN COMPLIANCE.
K
FIRE HYDRANT INSTALLATION DETAIL
r s�
NOT TO SCALE
142"
78.75"
55.25'
1>
1*
PIPE STAND
39.375
60"Xi58"X6' CONCRETE PAD
e
SAND
8" DIP
CONCRETE THRUST
BLOCKING
FLOW FROM
I.
12"
METEOR
pl
'a , . e
n
a� e
• PP e,
L
8 " RPZ IN HOT BOX
WITH FDC
PIPE BOLLARD
DETAIL
— 6. 11 Trl SrAT F
-S•
NOT TO SCALE
NOT
.•1
lt a • i I .1. .., ,r .. .... .- ... ..... r.=,.� i .. ... ... ...
.... .. ... 1i•:: r `Ik l�i �.•...� ... ._. .. _ 1. ...
16 _ - _ �_ _ 11 i..3 .._ a"„r_ _:'•t ._�L.4. 1: �s _s ".t ..e _t.
l-�:-s,-i,i ..ii Wli►L .� _d.+.. ,'..` r:. :f
J.-
COMPACTED UNDER PIYk:
TRENCH SECTION FOR PVC
SANITARY SEWER SERVICE
M SCHEDULE 40)
—G. NOT TO SCALE
NOTE:
CONTRACTOR SHALL INSTALL & COORDINATE WITH
FIRE SPRINKLER CONTRACTOR TAMPER SWITCHES
AND CONNECTION TO ALARM PANEL
INSULATED ALUMINUM RPZ VAULT
SIZED PER MFR; HOT -BOX HB8ES
(40" W X 142" L X 74" H) OR
APPROVED EQUAL
(CENTER VAULT OVER ASSEMBLY)
FURNISH AND INSTALL WATTS MODEL 909 IN LINE REDUCED PRESSURE
BACKFLOW PREVENTER OR APPROVED EQUAL BY WATTS.
REDUCED PRESSURE ASSEMBLIES SHALL CONSIST OF A 8" DIFFERENTIAL PRESSURE
RELIEF VALVE LOCATED BETWEEN TNO INDEPENDENTLY ACTING CHECK VALVES,
TWO RESILIENT SEATED NON --RISING STEM (NRS) SHUT -OFFS AND FOUR TEST
COCKS. THE MAIN BODY SHALL HAVE NO THREADS TAPPED DIRECTLY INTO IT, AND
BE A UNI-BODY,
DUCTILE IRON TYPE CONSTRUCTION WITH A 100% FUSION EPDXY COATING.
NO SPECIAL TOOLS SHALL BE REQJiRED FOR MAINTENANCE. ASSEMBLIES SHALL
13E CERTIFIED IN COMPLIANCE WITIt FOUNDATION FOR CROSS -CONNECTION
CONTROL AND HYDRAULIC RESEARCH AT UNIVERSITY OF SOUTHERN CALIFORNIA,
ASSE A AWWA AND CSA 864.4 UL AND FM 1013,
PROVIDE FDC, PIPE & FITTINGS.
INSTALL IN THE SIDE OF THE BOX.
WP/GFI RECEPTACLE
13Y E.C_ FOR HEATER
FINISH GRkDE
1
AP
ANGLE w ANCHOR BOLTS
FASTENED TO CONCRETE
SLEEVE IT IS RECOMMENDED THAT THE OWNER INSTALL
HEATING DEVICE TO PREVENT FREEZING OF THE RPZ.
C-900 VAULT SHALL HAVE ACCESS PANELS FOR
FLOW PURPOSE OF TESTING DEVICE, WITHOUT
—P HAVING TO REMOVE ENTIRE ENCLOSURE.
n =rA II C. 1 1TIt 17'IC`C`
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OWNER
A&E HOLDINGS, LLC
112 WEST 2nd STREET
WASHINGTON, NC 27889
[phone]
SCALE AS NOTED
i
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14 JUNE 71oi2
Drawing no.