HomeMy WebLinkAboutWTR2702955.6STA 3+50, 20' RT
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STA 7+27, 10' RT
STA 5+ 19, RT, 10.5'
1" AIR -VAC ASSEMBLY
M
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8"x8" VERTICAL CROSS
(MJxFL)
1-8"x6" TEE (MJxFL)
SEE STANDARD DETAIL
roI!IIIIIN
2- 8" BLIND FLANGE
to
BR50, SP. PAGE B094
1 - WITH 2" TAP & 2 "
PLUG
1- 6 GA TE VA VE (FL xMJ)
1- 8" PLUG (MJ) W/ 2" TAP
REMOVE AND SALVAGE CONCRETE BLOCK
„
EXISTING 6 WA TER
CONCRETE BLOCK
EX, HYDRANT & VALVE BOX
MAIN TO BE ABANDONED
STA 5+ 19 19. 5' R T
FIRE H RANT ASSEMBLY
I 30 3 - -
- SSMH RII, i94-15
-- , MON TEREY A VE. N. E. , CHAN 8'PV� 8565
STA 2+34, 10' RT
00
-- BM 663 47.2 I I ' ,
RT
HSE. 2442 ,. JIN
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TOP OF AE
FIN. FLOOR=304.89 ' •� ,. HSE. 2406 ELEV=302.191-8X6 TEE (MJxFL)
W/ NO BASEMENT ' ' NHSE. # 2418HSE. N 2430 W/NOLBASEMENT 5 FINE F O 412311.94 FIN. F T LEVEL EN »® SPLIT LEVEL ENTRY1-6 GATE VALVE (FLxMJ)
HSE. # 2436 FIN. FLOOR=307.35 W/NO BASEMENT"'LANIEU W/NO BASEMENTI., r'��'AREA FIN. FLOOR=307.22 ® SPLIT LEVEL ENTRY N RETE BL K
SDMH RIM301177 IE 6" CONC. SW=299.4 I
IE 12" CONC W=299.0
10' CHERRY U
z BM 663-47.4 I I IE 12" CONC. E=299.1 v
_303 p TOP OF MON IN CASs,
\` CONC. ELEV=3D,.37 STA 2+ 34 21.4' R T
HSE. 8 2448 G DRIVE SDMH RIM-305.'0 P, HSE. # 2009 ,
FIN. FLOOR=304.71 _ CB RIM ,5 `.>0 Q A FIN. FLOOR=297.68
® SPLIT LEVEL ENTRY - M
IF 12" CMP NW=295 9 =33 '
6" DEC IE 12 COCJ IC. W=2�9.9 IE 12" CONC. S-296.0 �= PHAL7 ASPHAL ..._ GRnss ASPHALT
DRIVE W/ BASEMENT
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CB RIM=300.99 _ I - "
xs v
= 12" CONC. S=297.5 " .,•�.-�.. _ sD- u, uiTER i. sD + ❑ A culls & c.:TTE-R ,' N coc
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CURB GUTTER
L _
HSE. # 2447 ros- -C , - - - - -
FIN. FLOOR=303.70 �zp£ _ - _. - _ -.- /-� r
s _
Z PLANTED 4 PLANTED \ z\ AREA
/ CoC.
\ \ \ GRASS 6 CHERRY RIVE J g -- ✓ £ ---g" CHERRY`\ 9pF
1 1 �- _ � I
® SPLIT LEVEL ENTRY Ci z. c�
DRI E
CON. AREA CB RIM 3OZREA CON C. a \5 8 0' MAPLE L£ JE -- _ ` N
ASPHA� '�'8' DAR \ / 24' 18' CON. ( } O
3 ✓ 8' CHERRY 60£ 1 D
,47
DRIVE } IE 12" CONC. N 296.1 SDMH RIM-304.52 O\, S } -80p� T
IE 12' CONIC E-296.1 30" CON. 6 CHERRY GRASS �.,./ o
CONIC, DRIVE ASPHALT' IE 112 CONIC. N=295.7 w v(q
DRIVE IE 12" CONIC. S=296.1 IE 12" CMP 5E=296.3
/ - O
� I I '0" DEC. \ V I I I � i•
HSE. N 2441 = HSE. L 2417 \ STA 2+ 09 10' RT
/ FIN. FLOOR=303.47 HSE. $ 2421 FIN. FLOOR=313.31 I J
® SPLIT LEVEL ENTRY FIN. FLOOR=308.04 W/ BASEMENT " JJ
12 x8 WET TAPPING TEE (MJxFL)
®N.SPLITOOR=310ENTRY I _- --__-- _-_--
HSE. # 2435 W/ BASEMENT I
LEVEL
FIN. FLOOR=302.61 HSE. � 1922 ` - -
/ .74
® SPLIT LEVEL ENTRY HSE. # 2425\,
FIN. FLOOR=301.84 � W/ FULL CIRCLE BAND
W/NO BASEMENT '�,
SDMH RIM=30 1-8" GATE VALVE (FLxMJ)
E 6" CONC. N =295.0
- 12" CONIC. f =293.2
' = - - 1- 8' SPOOL PIECE (DI)
�� Ir 12" CONC. �'-293.2�
I
3 30 1-8" LONG BODY SLEEVE
CONCRETE BLOCK
. ;r,,; ; :_,.;;„,:•,'. �_�� ; ,:,,.; Z SEE DETAIL i3'{7, SHEET 18
STA7+ 40, 10 L T , ' SHATTRE 2B STRUCTURE-OUND..R.ED 12" CONC
2 " PERMANENT BLOW -OFF SSM" R - - - - - STA. 2+ 19, 10 RT
ASSEMBLY PER STANDARD 8" X 8" VERTICAL CROSS (MJ X FL)
DETAIL BR25A, SP. PAGE B 105
STA. 2+38, 10' RT
NEW 3/4" WA TER SER VICE, NEW 3/4" WA TER SER V/ CE, DEAD -MAN BLOCK PER
NEW SETTER &NEW METER NEW SETTER �c NEW METER BOX STANDARD DETAIL
BOX (TYPICAL) WITH NO METER
4- 3/4" SHACKLE RODS
7+ 00 6+ 00 5+ 00 4+ 00 3+ 00 2+ 00 FROM DEAD -MAN TO 8" G. V.
............. ....... ...... .................. ..... ........................... ............
STA. 3+50, 20' RT
1 " AIR -RELEASE .,.2V454SOE
VACUUM ASSEMBLY
..............................................................................................................................................................................................................................................................................................
MIN. 6" SEPARA T/ON -Ex MH STA 1 +95.84, 131' RT
W/ EX. 12" STORM :R M - 294.15
........................................................................................................................ ............ ..... ..........................
:IE 8" S = 285.65
00 0C 0 to c',
Q O Q
N - N
_ � J
O J H U '.j -J H 0 N C O
C O c O> x-6 J N X� x OJ x � O C'
UO O� O ON O '' O U7 x � O
310 °� 6C) oo J� a� o Q� Qv L 0� 0E 310
. . . . . . ... ... � � � � :_j 0 . X n . ... . . . . . . . . . . o . Q c Qom. .Q. c ... -, Q c . Q :Q ? ... J �. .o. .
MINIMUM 3' COVER ................. �1 . U) o N 0 - X _
x O ' x x
x N O O x 0- � CO o u O"
PROFILE SCALE �CL a
L� Q Q
Q Q
Q � Q N <:
NOR Z . 1 "= .3 0 � . 300 ............:... ............:......... POL YWRAPPED) .. 3
VE R T. 1 =10 518 LF 8„ �� 52 DI
WA TER . MAIN.... .
290 gqn
...................................................................................................................................................................
W NO. REVISION
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Li
wr*- ..7 - arvrp
AS -BUILT INFORMATION
PROVIDED BY COA TES
SUR BEY SER DICES
JANUARY 2003
SURVEYED:
PACE
DESIGNED:
AG
DRAWN:
JDH
CHECKED:
AG
BY DATE APPR APPROVED:
LH
VERTICAL: NAVD 1988
1 n-J0 HORIZONTAL. NAD 1983/1991 CITY OF JAN 2002
EAST K E N N Y D A L E FIELDBOOK:
RENT 0 N PAGE:
ONE INCH o,� � WATER MAIN REPLACEMENT DRAWING N0:
AT FULL SCALE Planning/Building/Public Works Dept. W- 6
IF NOT ONE INCH
SCALE ACCORDINGLY 2400 BLOCK OF MONTEREY AVENUE NE SHEET: 16 OF: 1 8
SCANNED 11! '*1' 9 S s' d WI-1219155AA
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