DEN Corolla North Utilities

PLAN REND
N. T.S.
=I
N.T.5
THRUST BLOCK DETAILS
SCALE:NONE
NOTE:
WRAP ALL FITTINGS IN 6 MtL. PLASTIC
BEFORE POURING REACTION BACKING ALL
CONCRETE TO BE 3000 PSI
EARTH
U
CONCRETE THRUST BLOCK SCHEDULE
TEE AND
BEND
DESIGN
PRESSURE
DEAD END
H L C.Y.
H
L
C.Y.
H
L
Y. H
L
C.Y.
H
L
C.Y.
PSI
F42'
1.5
2.0'
0.11
1.5'
2.0'
0.11
1.5'
2.0'
0.11
1.5
2.0
p.11
1.5
2.0
0.11
150
2.5'
2.5'
0.23
2.5'
2.5'
0.23
1.5'
2.0'
0.11
1.5
2.0
0.11
1.5
2.0
0.11
150
2.5'
2.5'
0.23
3.0
3.0
0.33
2.5'
2.5'
0.23
1.5
2.0
0.11
1.5
2.0
0.11
150
POSSIBLE
FUTURE WELL 111 S
VALVE BOX AND 1SQUARE�
COLLAR AS REQUIRED
IRED
iTURBED EARTH I }
UNDERGROUND CLAMPS AS I 1
\ CLASS 'B' CONCRETE J 1 MANUFACTURED BY METCALF CORP.
I 1 OR APPROVED EQUAL . CLAMPS i I
I 1 BOLTED TO STEEL RODS. I I
L 4 _ PVC PIPE I I J I
' ° 4 PVC PIPE I
I
MIN. -1 I I
3/4" THREADED I I I
12' TYPICAL ALL ( STEEL RODS;
' 4- EXTEND TO TOP
THRUST BLOCKS I 2� •, II il' OF PIPE CROWN
II ' I) , USE 2500 PSI
II'� i 12' CONCRETE IN
FOOTING
PLAN - TEE 3-
N. s".�". . �jT ; 0 ' 1,
T.S.
Y
7.-3-3-5-
SQUARE
VARIES WITH
PROPERTY OF
CURRITUCK COUNTY
P.C. A, SL. 135
1
/
IW.W.T.P. GREEN AREA
1
I
1/
/ POSE
'FUTURE WELL / 4
�l
v Hlu S
SEC
PACIFIC AVENUE -
A
I r
I
I r
II
r
WATER TREATMEI
OCEAN HIL
I I
J
10.76 AC.
COMMERCIAL PHASE
BEARING SURFACE AREA
FOR GRAVEL COURSE SAND 1600PSF
VALVE SIZE Y INCHES
4"
"
6"
1 27'
_ 9
1 36"
STANDARD VALVE FOOTING
FOR PVC MAINS
SCALE, NONE
FABRIC OR K.U. C VIVI 1G1V 1tCl11r-
A}'PRovED EQUAL OCEAN OUTFALL DISPOSAL
FRONT VIEW
SCALE.- NONE
MIRAFI 70OX
FILTER FABRIC
OR APPROVED EQUAL
3" DIA. PVC LIT`
FROM THE -
WATER PLANT
20 SL
WELL SC
EXISTING GRADE
SAND
4 -0 1
R.O. CONCENTRATE
TIE 7REA7ME PL OCEAN OUTFALL DISPOSAL
SIDE VIEW -/r
SCALE: NONE /l/ / 245 I
246 J J
247
259
2 OPEN SPACE -'PH SE 5 ` `j \ \ 244
OPEN SPACE j / o`'y \ 243
249
/ OPEN SPACE`201
256
OPEN SPACE240
Y / -
�' `
kd
1*5
.r _r' . •a'`,` .'1 .'. t. ,.« w Nam' <. ta• ", _ .. - � , .. v:, T
`s-+ /- 23e 1 I
£� s
l �* '�v4T
ar ar 2a� 67 /� 25365
C�
64 / 6A
I I , 1 I / 63 236
39 ( 6o I 61 I 62 I I / j 254 \ \
57 1 \
1 f 4KfStBE_ / 64 235
\
56 _8 RH!E- I 22 I \ 234eo
21
`
CLUB3HOUSE 35 I I 34
40 1 / 19 23370
\
II J/
24 25 ` /\ / \
41 � 39 36 33 / \ yr -1
\\ \ /f 26
36 I 37 \ I 1 3P� / I I ' n ,
4e L L _ 1 \� I / 17 72
3' GATE VALVE--'Yfflfgl„ \'-' / So -.� / // /
l727
�) \ I I~I t �f��t�pgyt / s2 J \ \ 43 �- `/ </i 31 / / \ J)\ ' I - -- --
\ 106 I I 105 51 \ / ENNNITENNIS G«;RA / / \ 43 / 46 \ OPEN SPACE \ / L 1 Be 73
44
107
104 "1 47 It
74
76
4
103 269 '•oqa,48 - J� \ \ e \ , / 10 n 111 13 \ \ 73 \
/ / ' 12
\ \ \ 267
109 I \ I 264 J - _ U
263 2
110 \ 1D0 / V,t, / 2" \ / / / / / / WELT 2 I
/ - 99 / 1 , ••..,,,, 5 , ' 3 ' - - - I \\ 262 PHASE 6A
97 II JIM % '''t4ptt4jtt / 4
RESERVED ' 93 / •,,,',If \ ``
!13 I Y I l 94
114
106
\ I lie llb CA TE VALVE fft0f11001 IIy/IIIItt11011�10O110/t I11/1 11�t/IIOi1111tIfIt111U1fiAl10fIp11t j .
IP3 J 124 ` / 91 / i e9 ��Tv? \ Z \ / 3' GATE VALE 1
r--- J I /\89
t
105 „ \`\ I 123 �. 4P 87 / \90
I 79 z 14C \ 130 / 137 /
I' \ / \ 122 Y 1� 3` 9O i I/Gv / / F1 \ I / 1 / - 10' PUa* ACCESS EASEMENT
----- I \ \ ; /P / 0' 152 r
132 10 / J \ / 79 1 / SS
96 :4
ae 191 \ 2 / Sf11f!YT l T %
I n `\� �( I \ // 127 \ `'
I -
,
-
-- 13/
-------------- I / � 133 83 'J 147
------------ 11
67 / / >� / .,I /4 ~ 83 `\ \ `y i / / li / / ,\ D��I. ��\
WAS
WASTE
0 10
APPROXIMATE FIRST LINE
OF STABLE NATURAL VEGETATION
T OF SLOPE APPROXIMATE
DUNE LOW TIDE NE
0
SAND
ATLANTIC OCEAN
,AND eAR
GR PACK
- . TER FABRIC -to
....,�; 3" DIA. PVC LINE FROM.
wATFpR PLANT
W£ O EN
-20 -20
1+00 2+00 3+00 4+00 5+00 6+00 6+50
OCEAN OUTFALL NOTE.
NIF'd ATM THEN FROM SHORELINE PROFIE
PERI:ORMED AT THE PROPOSED OCEAN OUVAU
PROFILE VIEW W1 SW IN DATA TAXE5-20 NO 12 1999 AT H S PM
w/ sw WW a 15 40 awls A!ID A souTN SfFi1
e 1 FT !.
SCALE' NONE
LEAKAGE TEST TO BE
PERFORMED ON SYSTEM
BEFORE BEING PUT
INTO OPERATION
ALUMINUM HATCH
HALUDAY MODEL
StR3636
�PRDPGSE:)
3
�
L UNION
1a
4
R.O. CONCENTRATE FROM PLANT STAINLESS STEEL
HIGH WATER ALARM 0 4' SCH 40 PVC O FLOAT BRACKET
TO BE TIED INTO 1% MIN. SLOPE
EXISTING AUTO -DIALER INV. 10.92 t
IN BUILDING EXTEND 3" IN TO TANK POLY LIFTING ROPE
4•_0• 4 GROUT ALL OPENINGS
(SEE PLAN VIEW FOR D
EXACT CONFIGURATION)
B
97' ALL UNIONS, FITTINGS AND VALVES
16'
SHALL BE LOCATED NO MORE THAN 18"
FROM TOP OF ACCESS OPENING. �A
4S•
SET PUMP OFF ELEv
TO KEEP PUMP SUBMERGED
AT ALL TIMES
FLOAT SWITCH CONFIGURATION 4' BLOCK
A PUMPS OFF
B LEAD PUMP ON
C ALARM ON I -
D LAG PUMP ON146*
/158'
6"OF SAND FILL
TO BE COMPACTED
TO 2000 PSF R.O. CONCENTRATE
OCEAN OUTFALL DISPOSAL
PUMP TANK
SCALE: NONE
TOTAL VOLUME - 4,000 GALLONS
GROUT ALL OPENINGS
4• DIA. PVC LINE FROM THE WATER PLANT
EXISTING 6'
WALKWAY....
i�
VEGETATED
DUNE VEGETATED
YYYrrr DUNE
OCEAN OUTFALL DISPOSAL LINE
CONSTRUCTION DETAIL
SCALE: NONE 70P NEW AT DUNE LINE
OPEN SPACE
103 / S9 !PSI 154 72
1
I / �f j \ 146 �9c�F l / OPEN SPACE _
I
I -
I '
SS
-------'-l
BEACH
l02 73 1
I1 \l 143 I I 145
139 J 140 ( 141 1PAWONG 142 /
i
S760 ` 57 136 AREA
-----------------
-�
` ~
137
65
,72 JJ I
74 I I------� I \�� '/ \\ 1208 1205 204 I 203 2�1 J
' _---_----_
207 201
54
- - ----j
- I Ii ;
I '
'
I � 738/
/ 1
60 I ,61 I762
I � � OPEN SPACE
IS 44 159
1653 49 47
I 171
2 ,51 48 IJ i JJ
73
100
61
J
------
-- 77----- T 76
64 63
20 21 P2 23 24 li 25 I 26 ; 27
i
I iI
1 I'_ I I I li II
PREVIOUS OUTFALL LOCA770N
I
29 ! 30
AVENUE
ATLANTIC
I I II
31 32 it 33 'I 34 i 33
I I
I I I
j I
i
I
1
i
36
37 I
39
39 1
�
-_
-- -L --- --
�---I I 7b3
773 I 774 i 775 i 776 I' 77 I 776 I 779
i 180
A11.AN nC AVENUE
lea I 167 I 166 I 785 764
I
1
170
7 leg
�1/W
i j jQ r
r .oDL / / J /
�
l I s l
U
l l%1 /
/; Q
11.
/l
1140 41 <L---
I
I 1
OPEN SPACE
OPEN SPACESPACE
OPEN
• PROPOSED OUTFALL LOCA 77
PROVIDE 4" CAP WITH 2 1/2- HOLE
AT EACH END O- LATERAL CAULK
AT LATERAL OPENING AND WRAP WITH
FILTER CLOTH
4" SCH 40
PVC PIPE
FROM PUMP
TANK f
i
6" x 6' WOOD POST OR
ELECTRICAL PANEL SUPPORT
POST MOUNTED OUTSIDE
CONCRETE SLAB AT BUILDING
1 1 /2" PVC VENT WITH
INSECT SCREEN
'GALVANIZED STRAP
ELECTRICAL CABLES FROM CONTROL PANEL.
TO BE INSTALLED IN GASPROOF, WATERTIGHT
AND NON -CORROSIVE ELECTRICAL CONDUIT.\
PROPOSED 3"
GROUT TANK AT ALL OPENINGS.
GATE VALVE
3" CHECK 1
VALVE
USE 3" D.I.P.
FOR FORCE MAIN
10.92 f ABOVE FINISHED GRADE
FINISHED GRADE 7.5t
'PROPOSED 3' SCH
40 PVC O 1 % MIN.
SLOPE GROUT ALL
OPENINGS
MIN.
PROPOSED MYERS DUPLEX ( PROPOSED 3" SCH
3RH3OM2-23 PUMPS, 3 HP, 40 PVC FORCE
3 PHASE, 23OV, 3" NPT MAIN TO
DISCHARGE OPERATING AT 52 PROPOSED OCEAN
GPM WITH 53' TOTAL DYNAMIC OUTFALL _
HEAD OR BETTER, SUBJECT T
ENGINEERS APPROVAL
II
THE FOLLOWING DIAGRAM DETAILS THE EXISTING TEMPORARY R.O.
CONCENTRATE DISPOSAL PUMP TANK, THE TEXT WITH THE BORDER
AROUND IT INDICATES THE MODIFICATIONS NECESSARY TO BE MADE FOR
THE OPERATION OF THE PROPOSED OCEAN OUTFALL DISPOSAL.
i
PROVIDE 4" CAP AT END OF
WELL SCREEN \�
4" (20) SLOT WELL SCREEN
5/32" DIA. HOLE AT 1' O.C. ORIFICES ARE LOCATED
2' SCH 40 PVC LATERAL ON EITHER SIDE OF THE LATERAL AND SHALL BE
2 1
/ ALTERNATED, (AS SHOWN), FOR EVEN FLOW DISTRlBUTION
2 1/2'x3" REDUCER
WELL SCREEN LATERAL SECTION
PROFILE VIEW
SCALE: NONE
ALL LATERALS TO BE INSTALLED LEVEL
APPROXM/ATE FIRST
APPROXIMATE APPRO%M/ATE
TOE OFMOPE LOF NATURAL
WE
MEAN HIGH LOW WATER
OF OUNE STAKLhEGETATCH iL
- -- - - - - --
WATER MAW(
-
OF SLOPE
In
OF DUNE
�OSS
Ir
11l1
I
1.rs
-��
POOL LOT ,
-I SHOWERS
L-
WUGHW►pW]IHWWWWWW
OWppWWWWIWWWWpWWO
W 41p6� .W)Wf W4W1WW
�MfWM�
/ - \
R.O. CONCENTRATE
� e0�1 DISPOSAL PIPE
PROPOSED LOCATION�1
OF 40' WELL. SCREEN
3Cr N
OCEAN OUTFALL
SCALE: NOW p-/WR'
3288t TO NATURE CONSERVANCY
'vC 0 OPERTY LINES LIE BETWEEN OCEAN^0I
PERTY
UCE'"' '" PHASE 3 PHASE 4A PHASE 48 PHASE 4C r .J Npr_,a_ CONSERVANCY PROPERTY
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DA 7E:
SCALE:
11- 9- 98
1 "= 200'
CHEF
BPG
MSB
DRAMN.
APPROVED.'
DMR
MSB
SHEET:
Rol
1
CAD 119680OR01
PROJECT NO:
1968