HomeMy WebLinkAboutPegasusBusinessCenter_5tifMETER BOX (See Note) METER Box covER
18 in Did, Non- Traffic M32c-pw
Traffic A32f4H -- T
24 in Dia. Non• -Troffic MC-30 (Fronde) WITH RMIL-1-T (Top Ud)
Traffic MC-30 (Fronde) WITH RM.• -12-T (Top Lid)
NOW 1/2" thick Polyethelene plastic 30" deep
(vertical Crush strength shall exceed 3000 pounds)
Ir#Qt4d 2"x 4* with
70—P T_Po;`Q10r lue
motor cover
set 2* obove I
varies as required fin, grade prior
to sodding 18
p"Otton
stop stone bedding Maier by ' CrS.A
surrounding box Meter box
I 36'rntn, —
with drain valve
I volve
typo K co per
tub , cont nUOUS
T Willi cuiquIii IRTIAl, —
cleirfoul Poe curb siop) Ilogg- "xi'm $*"No
tatty S
0`01wl 1~4 " Mom "Www"011io 4 no .,.qpd
Uj C)
Son V MNANO
%A6-wZJ,,w?, 10OK" sanitary min, >
- - — ----------- — — migioto 00 f 10" 014 *IN" W wit 0twof SO, YDS, PER LIN, FT OF PAVED CHANNEL, sewer rnain -saddlo with Uj
70
zlook". __ . Corporation Uj
w
10+00 11-1-on 12+00 Itelf, � �;;;T I Wye J. 45'bend stop —solid support blocks P^
...... ... water
C)" N41WJCOVEF'�
72
E X I ST I N C E t, E C F R I
I
I
I
I
Moir) uncier custom seller Ij
-pon "ago 1Z. — a 9 � "i
4,
1:1 $1110t SLOPE$ boll volve �urb
0 6— 09 4 1 ,41% with PIP ends, with
1, 164 I�Rtll$ IAWI,51 1 1�629 1,140 0
k stop-/ 6" stone bedding
2' gate -01ve
1,165 1 operating nut Q
-Z4—, 2, \___
11 go �47 rQz 1,813 'PAliL't!
1�6111 is i7ii
PROPOSED FIRE HYDRANT PROFILE 1 0 4 2 11 Z-330
.(;K"0(t� ___ __2 __'. . �9 t NOTES�
T LjflV�4qlt S3_Z.64 2_7 5 2A tf�Z
1" =50,0' I " _2
s 2 73i - I . Access door shalt ofe ay Halliday Products
1 2
r 5,0 Y -0" 3 -0-5 273 3 or our approved ocluol,
WO
11. 3 3 4rG 3 5 1 NOTE Where lerIgth of service ateral 10 fxcesd$ 75' 8* a) in non-traffit area - model no, SIR3030
SECTION A - A I!III . �11 SIDE SI.OPIES a cleanoul assOmblY sh*.ill be furfo0ird at ft b) in traffic or" - model no, HIR2424 LAJ
a 0,734 0 904 !2,' Property fineL
_ 11 2, Water service crossing street shall be toncosall
1�0 � 1 1 246 1 35?11 468 0 ��,rqtl 69011 40 1 1 �Il
4 in 6' dia. SCH40 PVC or SOR21 piptrrg� The
31 31 1 424 1 s35 1, 046 1, Is I afg1j. � I CL
mu
comnlift to be r. CUTOUT DETAIL piping shall run from one foot beyond sidewalk. l-I
82!1 L 9,16 2.04 r ZJ 13111 2,?,6912 1801Z 4tit ;f, $0212 71 q
- - -- typical across the street, to one foot beyond sidewalk
2,11 '"1 2 R 9 2 ____'_, "
FMNWOM r" ef- fl'3,00113 1 14
Ilia., 31 1� 2�626 2 137 2 840
A 95%3 '010j3 81 1 2931) 404iS $1 1
�_160 3 411 3 502''1 693 1 0
W
r To 3 3 ;1-6
T1
4 34314 4014 0 V,
4 4 16 1 2
zz 89511.00
L 1/2" and 2" METER INSTALLATION a
V SIDE SLOPES
60 I�2 7t, 1 96 1_!A! Figure 6
LT
-iz$ I _L__ �L k2A
Figure 17
I 1 1 9 zoll �._! 1
_U'l AMENDMENT NO, 2 APRIL, 1997
745 745 4' lot* 1 215 1 31 t' SEWER CLEANOUT
F ....... . ........ A
935 2 01*
AMENDMENT NO, 3 OCTOBER 1998
A1.2] . .............
%Z911 0413 5 1 13 2,44!1 1 ?Ill 411515 5S%
vtlflol r 92 lft� 01*4_4qi4,�%60 30714 41414 1W
f" nno 64 Z4 71 514 46414 17513 00
02015 1"
740 740
... ...
?o'n 5 5 811 9 6 4i
.. .... . .... .....
0 MO Vk" I not 0% 00 Diem, �0
" h1*A " to lip"Woo M 41 1*MlW9 "hwif W I. ,W0 ni lit wwow vh" 4' _,Al
ww 0 . op,00 W IN" Z, r nwoorget
ot"t, no, It? awfic �"N_t nw It, �nm* '110 OCNOOM C4
(11,t", "ty '0 vtn" " "PnInn. mom 4
to" bow" ttv�)
REFERCNICIE STANDARD PAVED DITCHES
i
7,35 11 1 1 V)
735 JIRGINIA �)CPARIMi,-,NT 0
trench width
TRANSPOR 1'ATV)N LU
09 03
as required U-) tf)
J
owKb bo
0
Wto, klixto bft"no
Sr,fffff of 6' dm schedule 40. 3
PROPOSED GRADE stool pipe filled with
HALF PLAN VIEW
concrete and painted
cc
730 730 In loot, 00 w000 torm" me h" fray off WMPVWj Won *0.)ot" hArd mo"DW yellow _C
------- ------ Ito oftriftionA, ona in. mmolin r^irad w skinottirel T, . 12' "rit, Ily I cr ond "M M"
thifflArV aftO agoinal unclistuttwol it"I TIIS tmaring (leangfortIf
"nat =t4getftl $w "N'�Mri " grown V . I ir rron. fm 12* In m 2W it"
T1 N C, G RA D E "Im Rx A, B, clatanomft
E X I S,
Ili, Ilia, �.o
0
CONCAIETE DIMENSIONS FOR 140REZ014TAL THRUST BLOCKS
I V)
i Pipe I Nkmil, wyot & 11 1141 find 22 V21 46, lond W
,I*, S.0 31'd St'' fiyoocomlbto, o,alo, -Jont
Bonds Bando ItIrdSt black
C)
Nato, 'to lop raf nmoxinni 10 loff B 1 C A a
725 725 it" to W1,111 wtirof �Opjffl � G � I Ni
Met, "'twof 'm 0 or" In Imle by a
6 6- 11 W (T-91 11�31` 019, �Fl 0%9- V3-
"W tio f af nw 10, y n,W* 6"Mrio
2%1"
10, V-6' 7-0" 2.31' V�Q' 0`•2.' -3.- _12:
Q
'_6" Z.(r I I'_(r
40 mnvotlf 1,) fin CInto A,1, 14, r
APPROX, 36r 'IliAIN, C`(.5Vt_R
Y-0)' 1%3" 1
0
-ATIO-N 0_1 cjiroctoon of Setting to approved poor to insitablildin
It 400,IAO Y d
EX E L E (11, r, II
20"
not"O'em hy Intl
720 10' 6 720
PROI� 0
Si'd Z J..
SOR 21 WA'TER MAIN conciete PM 110'" 61 *go
1171.01,ltd �
4.
A ntr �S
OHN C, LEWIS
7 min, fr max,
%
��j No, 21621
V
IkI
HALF SECTION A-A
glot" r) IMulwor *V. WWI N,
tAJ _,P BRICK CONGRE E
Z-
1:f TA 0 L E OF Q�,,IANTITIES awlila WLSIM EMAEOWX
Nno* ,
7__ ------- hj�_
V) I 1,
BRICK MANHOLE MANhttl V
<L Slone to be ax"Ifrium valve bm
Ibayo top 01 n
. ..... -Ij frt YW,
211, 7"' _'� L I-_ -, _ L__ ",-, localor
U)
z ly
or
'P, ln"q DATE i U R VE Y:
4_ Kh �npmi; CF niALIST kOCK V C LI Y07
I , QjUNE00 N /'A
0 twidre _/ - 1.
. ..... ...... r
6. 1.3
<
IA 2.3 ",17, At.. E P R AWN 9 44R If "641 w "to In,.
0 SECTION B8 , 7 T'llnUST BLOCKS POn VERTICAL
ltntln,�, M sonn, 'o I* Onnot 1
UP qEN())S SHALL BE r"E sAme
rO
14' 1.7 :10 le
BRICK Cl)NCF E T E A, A WIORIZ�ONTAL 8f,*,,NP,%
__ siTst,
I
14
1, r
"-a
ihown In, fon�mft
C-) C-) OF
P1?1?12..1' P Z 11 r
32 61
CONCRETE 9L.OGK
1 46 7,0
(KI Wit 0 1) N/A
MANHOLE 'f0§f' 48 P45t CULVERTS St 14 L, ,, l� 1 I_ 'CA I I CN
J0[13 N(.') IAlfj I
10+00 11+00
VMMNIA 0(j1AjjTMrfJT
of I CONCRETE THRUST BLOCKING FIRE HYDRANT MSOMOLY 1-00801 '1)
I PANSFIC)PTATIC)N
5/7
Figure 2 Fw" 9
t
PROP, 150' 40
�---A[-`PR0>IMAFE
SCR 21 'INAT' MAIN
I C A 10 N F
Ld
0
k (.1
tai
I
's 0
0 z
_j tLj
CS) cy)
I.jj
----------
z
.. . ........... ..............
LLI , 0
_,E
0
uj
z
1_0
0 LO .—I
>
0
to r
LJ
n
10+00
11+00
12+00 13+00
I
I
I
I
Moir) uncier custom seller Ij
-pon "ago 1Z. — a 9 � "i
4,
1:1 $1110t SLOPE$ boll volve �urb
0 6— 09 4 1 ,41% with PIP ends, with
1, 164 I�Rtll$ IAWI,51 1 1�629 1,140 0
k stop-/ 6" stone bedding
2' gate -01ve
1,165 1 operating nut Q
-Z4—, 2, \___
11 go �47 rQz 1,813 'PAliL't!
1�6111 is i7ii
PROPOSED FIRE HYDRANT PROFILE 1 0 4 2 11 Z-330
.(;K"0(t� ___ __2 __'. . �9 t NOTES�
T LjflV�4qlt S3_Z.64 2_7 5 2A tf�Z
1" =50,0' I " _2
s 2 73i - I . Access door shalt ofe ay Halliday Products
1 2
r 5,0 Y -0" 3 -0-5 273 3 or our approved ocluol,
WO
11. 3 3 4rG 3 5 1 NOTE Where lerIgth of service ateral 10 fxcesd$ 75' 8* a) in non-traffit area - model no, SIR3030
SECTION A - A I!III . �11 SIDE SI.OPIES a cleanoul assOmblY sh*.ill be furfo0ird at ft b) in traffic or" - model no, HIR2424 LAJ
a 0,734 0 904 !2,' Property fineL
_ 11 2, Water service crossing street shall be toncosall
1�0 � 1 1 246 1 35?11 468 0 ��,rqtl 69011 40 1 1 �Il
4 in 6' dia. SCH40 PVC or SOR21 piptrrg� The
31 31 1 424 1 s35 1, 046 1, Is I afg1j. � I CL
mu
comnlift to be r. CUTOUT DETAIL piping shall run from one foot beyond sidewalk. l-I
82!1 L 9,16 2.04 r ZJ 13111 2,?,6912 1801Z 4tit ;f, $0212 71 q
- - -- typical across the street, to one foot beyond sidewalk
2,11 '"1 2 R 9 2 ____'_, "
FMNWOM r" ef- fl'3,00113 1 14
Ilia., 31 1� 2�626 2 137 2 840
A 95%3 '010j3 81 1 2931) 404iS $1 1
�_160 3 411 3 502''1 693 1 0
W
r To 3 3 ;1-6
T1
4 34314 4014 0 V,
4 4 16 1 2
zz 89511.00
L 1/2" and 2" METER INSTALLATION a
V SIDE SLOPES
60 I�2 7t, 1 96 1_!A! Figure 6
LT
-iz$ I _L__ �L k2A
Figure 17
I 1 1 9 zoll �._! 1
_U'l AMENDMENT NO, 2 APRIL, 1997
745 745 4' lot* 1 215 1 31 t' SEWER CLEANOUT
F ....... . ........ A
935 2 01*
AMENDMENT NO, 3 OCTOBER 1998
A1.2] . .............
%Z911 0413 5 1 13 2,44!1 1 ?Ill 411515 5S%
vtlflol r 92 lft� 01*4_4qi4,�%60 30714 41414 1W
f" nno 64 Z4 71 514 46414 17513 00
02015 1"
740 740
... ...
?o'n 5 5 811 9 6 4i
.. .... . .... .....
0 MO Vk" I not 0% 00 Diem, �0
" h1*A " to lip"Woo M 41 1*MlW9 "hwif W I. ,W0 ni lit wwow vh" 4' _,Al
ww 0 . op,00 W IN" Z, r nwoorget
ot"t, no, It? awfic �"N_t nw It, �nm* '110 OCNOOM C4
(11,t", "ty '0 vtn" " "PnInn. mom 4
to" bow" ttv�)
REFERCNICIE STANDARD PAVED DITCHES
i
7,35 11 1 1 V)
735 JIRGINIA �)CPARIMi,-,NT 0
trench width
TRANSPOR 1'ATV)N LU
09 03
as required U-) tf)
J
owKb bo
0
Wto, klixto bft"no
Sr,fffff of 6' dm schedule 40. 3
PROPOSED GRADE stool pipe filled with
HALF PLAN VIEW
concrete and painted
cc
730 730 In loot, 00 w000 torm" me h" fray off WMPVWj Won *0.)ot" hArd mo"DW yellow _C
------- ------ Ito oftriftionA, ona in. mmolin r^irad w skinottirel T, . 12' "rit, Ily I cr ond "M M"
thifflArV aftO agoinal unclistuttwol it"I TIIS tmaring (leangfortIf
"nat =t4getftl $w "N'�Mri " grown V . I ir rron. fm 12* In m 2W it"
T1 N C, G RA D E "Im Rx A, B, clatanomft
E X I S,
Ili, Ilia, �.o
0
CONCAIETE DIMENSIONS FOR 140REZ014TAL THRUST BLOCKS
I V)
i Pipe I Nkmil, wyot & 11 1141 find 22 V21 46, lond W
,I*, S.0 31'd St'' fiyoocomlbto, o,alo, -Jont
Bonds Bando ItIrdSt black
C)
Nato, 'to lop raf nmoxinni 10 loff B 1 C A a
725 725 it" to W1,111 wtirof �Opjffl � G � I Ni
Met, "'twof 'm 0 or" In Imle by a
6 6- 11 W (T-91 11�31` 019, �Fl 0%9- V3-
"W tio f af nw 10, y n,W* 6"Mrio
2%1"
10, V-6' 7-0" 2.31' V�Q' 0`•2.' -3.- _12:
Q
'_6" Z.(r I I'_(r
40 mnvotlf 1,) fin CInto A,1, 14, r
APPROX, 36r 'IliAIN, C`(.5Vt_R
Y-0)' 1%3" 1
0
-ATIO-N 0_1 cjiroctoon of Setting to approved poor to insitablildin
It 400,IAO Y d
EX E L E (11, r, II
20"
not"O'em hy Intl
720 10' 6 720
PROI� 0
Si'd Z J..
SOR 21 WA'TER MAIN conciete PM 110'" 61 *go
1171.01,ltd �
4.
A ntr �S
OHN C, LEWIS
7 min, fr max,
%
��j No, 21621
V
IkI
HALF SECTION A-A
glot" r) IMulwor *V. WWI N,
tAJ _,P BRICK CONGRE E
Z-
1:f TA 0 L E OF Q�,,IANTITIES awlila WLSIM EMAEOWX
Nno* ,
7__ ------- hj�_
V) I 1,
BRICK MANHOLE MANhttl V
<L Slone to be ax"Ifrium valve bm
Ibayo top 01 n
. ..... -Ij frt YW,
211, 7"' _'� L I-_ -, _ L__ ",-, localor
U)
z ly
or
'P, ln"q DATE i U R VE Y:
4_ Kh �npmi; CF niALIST kOCK V C LI Y07
I , QjUNE00 N /'A
0 twidre _/ - 1.
. ..... ...... r
6. 1.3
<
IA 2.3 ",17, At.. E P R AWN 9 44R If "641 w "to In,.
0 SECTION B8 , 7 T'llnUST BLOCKS POn VERTICAL
ltntln,�, M sonn, 'o I* Onnot 1
UP qEN())S SHALL BE r"E sAme
rO
14' 1.7 :10 le
BRICK Cl)NCF E T E A, A WIORIZ�ONTAL 8f,*,,NP,%
__ siTst,
I
14
1, r
"-a
ihown In, fon�mft
C-) C-) OF
P1?1?12..1' P Z 11 r
32 61
CONCRETE 9L.OGK
1 46 7,0
(KI Wit 0 1) N/A
MANHOLE 'f0§f' 48 P45t CULVERTS St 14 L, ,, l� 1 I_ 'CA I I CN
J0[13 N(.') IAlfj I
10+00 11+00
VMMNIA 0(j1AjjTMrfJT
of I CONCRETE THRUST BLOCKING FIRE HYDRANT MSOMOLY 1-00801 '1)
I PANSFIC)PTATIC)N
5/7
Figure 2 Fw" 9