HomeMy WebLinkAboutzS-3369SetM y�
.Q
7 �
r �
a
N � o
a -a.
j .
C.
t
ASSUMES NO .RESPONSIBILITY. FOR UTILITIES'NOT -SHOWN OR a
=- UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG: 1- 800 - 424 -5555 2
s - O
L•
gz
LL .,
z ,
w I, Lr,
mo
Q
0 4 1 4 v c ' c FINISHED FLUOR
Z I 4 ni t o ELEV.= 405:50
0 SSMH #L TYPE 48 0 0 I 4 v o
Q z U.I STA 10 +47.65, 6' LT N Uj �°.-� °- ° 4 0 I.D L-i °v o o : SSMH #2, TYPE 48
o o 0 0 o c o + w ° a o o: STA .14 +47.65,
O L11 ° W Q< Q } Q. C, N v o m Q N .-.. _ N W ODI It '0.11
on
cro on on co,
_ -
s _
v
t�
° N
NE 1/4, NE 1/4 OF SECTION 16, TOWNSHIP 23 N, RANGE 5 EAST, W.M. NOTE:' (
( I
Ia
oEXISTING U
UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE Z
Zwa,
\ F
ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
N 7
F�
DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF o
o
EXISTING UTILITIES ARE SHOWN HEREON, THE ENGINEER w
w Ix
_ -
s _
v
t�
n
0
0
N
N
O
Cn
Z
n Z
=0
0I-
(7
2 _Z
Ld
♦- Q
Q
Z
} O
Q ~
Z
O LL)
J
J
Q
0
a
0
O O a
E--F W a
r�
I�
3@3 H
U
u
C
a
LL
r
c
L
Q
LL
i
LL
U.
im
.AP.W NI,N ILA®-
` �n wG-Fy. v"O.:r`Z"
- )r.-.� �'•`�w r.��aws
-'- '- -
_ -. -.
_ - !
C"P
22 -1/2
-- _ -• ___ °r
PLAN VIE
^
-NA
VALVE BO% LID WITH
V DIRECTION OF WATER
MAIN AND WORD "WATER"
CAST INTO IT
fllE I} AIL
- WP I—
EARS J
2- SWARE
OPERATING NUT
THICKNESS
arr v `A %R IV WT. Iwo.
3
'I t.
78 MIN"
WIDTH
WHITE POST
1
W SEE NOTE 4
BACK ILL MATERIAL (SEE LIMITS OF PIPE ZONE
(SEE NOTE 5) T
CONCRETE CLASS C
(SEE NOTE 8)
FOUNDATION LEVEL �
B
�. �.. �;_�
-
Y(CUSS A DESGN)
NOeES
1. PROWDE UNiORM SPMRT UNDER BARREL
2 HNro TNS UNDER NAUNCIES.
>. ca w•CT BEDDmc YAIEROV. To aes NAa. oENSTY o.- uRECnY D.LN -.
HANG TAMP OR4Y.
•. SEE "E %CAYATrR AND PREPARANOx OF TRENCH - N THE SAAND NCHM CIPMrr
OF TxE sTANOAAO SPECNMAnON6 FOR IRORCR NOM 'W Ax0 MENCNNC OPTpNS
. ME M ET1/2 W62•
BEOCxQ ME MNMUY l3XRCRETE WmM SXALL BE 1 -1/2 tD. t 1W'. DE
'1 SATRMEIKq vASE�WW�R6 SECTON Q 5 ANDAA�C41$CANTp19E �E T IiNHAi ROCKN.I
A
Wao,
- - 6
- r�rrr,x�- _s.y
�• o-
.iy.AeW..
�u
V°
\
45 BEND
TEE
PIECE CAST IRON VALVE
X, RICH - SEATTLE TYPE i- STEEL
IX.YMPIC FOUNOARY
LENGTH AS REQUIRED
\
MIN. THICKNESS
2 -1/4• INSIDE MEASUREMENT
2 -1/4' DEPTH
24
VALVE MARKER P05T
W (SEE NOTE 4
) LIMITS OF PIPE ZONE
BACKALL MATERIAL -�
(SEE NOTE 5) fi •
BEDDING MATERIAL
FOR RIGID PIPE
(SEE NOTE 6)
OR LUPS LANCER MAN i- PER FDOT OF PIM QNIErDR s WT W USED N THE
BACKFLL MATERIAL.
. SEE DARD G YAIERW. FOR fiQD PPE- N THE AaXABONS $ECiNM Q 1NE
STANDARD SPEORCATONS FOR Tff MATERIAL 9'EFFKAIONG
7. SEE "BEDDNG MATERIAL FOR REXMU PIPE" IN THE AG CATES SECTOR OF
STANDARD SPEanGA- FOR ME YA,ERAL SPECIrGSTIDNs
fl PPE MTSI F£ ANCNORm N SWH A MANOR AS N ENSURE ROW LNE 5
NANTNNED.
wv way, -w • .g
z ,N.H�J.Hr,w,rON- T
a rMrMMr• �„'�.°.! °r`a°:.,y -2 T
w rr.a.a. a,"J.•rNy• "Y4si° -- -
a"'iH
��"-
I ge BEND
i1 -1/4
FIGURE 1
VALVE XTE SION NUT
SECTION A -A EXTENSION
VALVE OPERATION NU i % ION NO - VAl M w FR c-
TEE WITH G" SIDE OUTLET a I
B
FOUNDATION LEVEL
(CLASS B. C. D, DESIGN)
BEDDING FOR RIGID PIPE
W (SEE NOTE 4) LIMITS OF PIPE ZONE
r
BEppNC CU54 OESmx
CNENSw CUSS A (LASS D Cl C CL44 O 0.A.4 F
• r/. I.D. zmD
12" MAX.
a `�41Y� "�� -� "• �'•A�
L �T
r wA`4•i.� .i`irw� r
a r.N�6,".r
wx,p�
yi AorAmzTNOyOANrHOy 0.�°�
BLOCKING SITING PROCEDURE
NOT
VALVE MARKERS SHALL BE EQUAL
E %TENSIONS ARE REQUIRED MIEN VALVE NUT CARSONITE UTILITY MARKER
IS MORE THAN THREE (3) FEET BELOW FINISHED
GRADE. E XTENSIONS ARE TO BE AX TENSION OF VALVE MARKER P057 TO BE USED
ONE $E FOOT LONG. ONLY. ONE EXTENSION TO
BE USED PER VALVE. MAIN LINE VALVES OUTSIDE PAVED
TO
FOR ALL VALVE OPERATING NUT EXTENSION
AREAS AND VALVE MARKER POST
-r
p"
BEDDING MATERIAL
FOR FLEXIBLE PIPE
(SEE NOTE 7)
B 1/4 O.D. 1/2 0.D. 1/0 O.D. 2ER0 O.p.
C 3/10.D. 1/20.0. 1/R D0. MD.
• A . 4" NSW 2 1. %. AxD LANCER
n Y I.D.
'�'i..
•�
mr cAr•Ta
Cm °F Im^°N
NIARpIW Fine
IR ,I/IW
WTC
DWG. NAPE: BR26 SP PAGE:0085
NOTE: AIZ EXTENSION$ ARE TO IN MADE OF
NOTE: SIZED AS NOTE AND PAINTED WITH
TWO COATS OF METAL PAINT.
,TIM
®
ADOPTED
A^'v �
1-af WIC 12/94
DWG- NAME: OR45 5P PAGE: B09p
FOUNDATION LEVEL �
A
I
(CLASS F DESIGN)
BEDDING FOR FLEXIBLE PIPE - -
PIPE BEDDING FOR SANITARY SEWER
ADOPTED
ATr HM D
NTANP• NP MM
® Lar WIG FAT7
- - -- pWG. NAME: BWI8C SP PAGE: 807
- \✓Wy4%0rSC 1 C L_u%.v jmu 011114U rrtVVtuuKt r V ALVr vrtmA I INN Nu I tx t tNSION oi PIPE BEDDING FOR SANITARY SEWER
\ �
A \OUR -.... E' NWr \• !• PIinw 1
6114 WR I CK MAIN 1- VLTl'lUU1NU S I A I IVN
VERTICAL CROSS FOR POLYPIGGING
MF,a.a Ye W �E
WM bYYN -,=M
LWA m ND -4TArc5 R.TSacs. � el s
HwE D` ISM a
,••,. „�.•,••. .�iTS -la •.-w aF -.N o�.n� - z,araWa
mw°iOAi Di� rAV¢ a au�ier°°E ILA rAW Am
(( . r,ro rWwwWn nwcu -..- N• w
(i: nW1°`mo- °yxDT1 49 Ar ImDTAIn .NUw m m-z
P- rt«'o -.w> wI .. I�wiNn .T„R ^•� w- �,Ir °.;�` -,ter Fw,Ww �.x.'.E°L. °`O`
ciol m
NOTE:
AL NUM WpTE3 K,NLFD YMN [O,PSII (R PAND MW>•SK 9WL H
UST- WNFDJ4 ID W.TNwCrWp.Nt !a-x9pN A.I,s MHH: v6TN1ID OT
Wom � a ,EIR wJL
Z
O
N A -A
Of
w
F- _
r— z1MO al �.
�I
wa L�
NOTE: r
,K crxxN TP nE wea Pn, W Ar u.Aar r rrHW.
w w44 UNCS LAN we SPAWO Aup6 M
WE np.WPIDH Af.AA,41 frT (!CAI M s Y9C NtArl
,06 3/4' & 1- WATER SERVICE
0
ova STANDARD 51DE SEWER INSTALLATION
(SEWER MAIN TO PROPERTY LINE)
TESTec DEn4
TP usr Rm rA,E DDa W N WD Uwe wWn a
VWRc FUUNDW, o,NNmo"�• -rK°P NNUTTi01d
I 1NQYA'D (SIX 4AD WFe ,,:•¢ .M4 >. p.l. W,rcN TFh
I�
, w' Nc rcc Dur.> .aNneA SS( Taw Trnmrs. -a:
nc W,E rrarE (R mu) T -eulo RAwDE ox mP WM r nP No z• rwc
tENPDRTRr fau0 ( M E -WM E•P � -DOD RAWIE ox wnaN
NHD x- a nvN� AssEMW.r - RIw(FM) NM zTIP c z' Vow -DTr
�YAW IAa TEE. rM e• RNH(E SoE RNRET. c4xuE¢ RoolNC iEmrxrAr WLacK
s- Wa rATe (rt x NA AWM c -Sw, lENUwr -T
F- DVCaE MIN PPE cuS5 Sz mcxT LWm. -FN TD wT
14• . 6 . i _/1 __IEw9TF1 R R(OS ME sm OE,•a foR lE wWS
WMAW MORE.
xvWMN, -t/x xA9D NA94D UAAN ROCI (sm 3/4) WXC
AMNo
TIFM TW •wpwO�iV ABM 94P6�U, Dw•.MO.. 3
e
FIRE HYDRANT ASSEMBLY rWAL ewNeeDw Der•4
LLYFL ALL cAOIIHD
NW s N•Dl,s IE,¢ ru. cNamD
NAWb ^
NEW Di WSTEw I8E
qs 4xc NN. wnl� I
FILL ANER N.L CLEAN. W PpUDW Al EUXD i IXO
AND CORRECT II. IEF%I•'F IEYPCMV RE ( A fIION -OTT
F•I IT NIO CORRECT IO vATS WM OL SLLT.vE (4D! Di aPoOts
�"v , HYDRANT LOCATION IN CUT OR FILL F°"`
®2 FIRE HYDRANT ASSEMBLY DETAIL 8116 WATER CONNECTION DETAIL
WET TAP
ROLL 2 08 F DIX .2 ■ — 73-_
jg_o7 SANITARY MANHOLE TYPICAL DETAIL
6 1RCDj
it R
yO O}}
F 1-
U U Af5
m OL
9 y
g III O
O O
W W
D
O
' s
WA a m o
V U
w 3�
® m
O
m O
Z
- W Fl I-W r 9We rWeII`V.II E VV W
�/
FINISHED GRADE ELEVATION
TEMPORARY 2' GALVANIZED PIPE
AND 2- GATE VALVE
PROPERTY
I 6•_p••
6" BUILDING SEWER PIPE 1
UNE
FUTURE
RUILORRG SEWER
MANHOLE FRAME AND COVER
6" SEE DRAWING BR29
12' MA% 24 - ADJUSTMENT (4' MIN.)
NOTES:
1. STEPS TO BE 3/4' I DEFORMED BAR GALVANIZED SAFETY
y
INSTALL
DATE
- - --
"K
-F
7 CONE
_ •0'
STEPS OR EQUAL.
2. STEPS ARE TO BE M PLACE BEFORE MANHOLE SECTIONS
ARE INSTALL ED.
3 FT UPC COVER TO -INCH DVMAETER AND UNDER
2' PLUG ON TOP BLIND FLANGE
AFTER � REMOVAL OF POLYPIG
TEE WITH G" SIDE OUTLET a I
2 4'• STUD SERVICE MARKER PAINT UPPER
PORTION 'SEWER- ANS STENCIL ON SIDE
WORDING •SEINER- WITH 3° HIGH BUCK LETTERS.
BBER GASKETED JOINTS
IN ACCORDANCE WITH ASTM C -443
3. LASING TO 11E PER DRAWING BR29.
SECTIONS TO fff OF REINFORCED PRECAST
4. CONCRETE.
CONCRETE.
4 FT MAN. COYER (1 21. DIAMETER AND 0462))
STANDARDS
6'J SIDE RAND BUILDING SEWER
AND 16 WRE WRAPPED AROUND THE STUD AND
EXTENDED TO THE TOP OF THE STUD.
JCJ
STEPS - 3/4' DEFORMED BAR
5. ALL JOINTS SHALL BE GROUTED.
S. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
UJ
STEPS SHALL BE INCLUDED
SURFACES, INCLUDING CHANNELING, COATED (SEALED)
GAS
WTH A HIGH $DID$ URETHANE COATING;
IT
-
UNLESS OTHERWISE
IRON SADDLE SECURED
APPROVED BY THE CITY, MAKE TAP THROUGH CAST
TO SEWER MAIN WTH STAINLESS STEEL BANDS
fi -t /2. CONCRETE RISER BY PIPE INC.,
WASSER MC OR APPROVED EG;
NEW WATER TLVN POLE
-
_-
WHEN CONNECTING
VITRIFIED CLAY,
NEW SIDE SEWERS TO EXISTING MAIN.
PLAIN AND REINFORCED CONCRETE, 01 PIPE AND Cl
7• MIN. OR APPROVED EQAL.
•A•
COLOR OF COATING SHALL BE WHITE.
7, RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE
WTH AS TM C -443.
Q
SMOOTH INVERT &CHANNEL NON- SHRINK GROUT
60" ALLOWABLE. MAX.
FOR CAST IRON PIPE PIPE SEWER MAINS ARE TO CORE ORR I Fn
B. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE
VERTICAL CROSS FOR POLYPIGGING STATION-
SIZE OF VDOIGL aR055 SIHALL BE Tiff SAW AS SIZE OF MAN LINE
OR DUCTILE IRON PIPE.
1 :3:5 MIX s OUj
CONCRETE `N`�ING
7 T }- i G-E C
BLOCKING V)N 25 NPwCSTE 0`
Q
1
MAX PIPE SIZE - 'E'
tr I-)
T LADDER -STD. ALUMINUM
OR GALVANIZED STEEL
MORTAR
FILLET CONCRETE SHELF
DIAMETER OF THE LARGEST PIPE,
9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK
ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL
•A' 'B• 'C• ,D•
VERTICAL CROSS (W % R)
ME SUND FLANGE TOP
CGN 2X MIN SLOPE
- --
'E•
48' MH 48' 6" MIN. 5 "MIN 24
Om OF CROSS WRH 2- TAP t 2• TEmMWMWr BLCI -OFF
(REMOVE BLOW-0FF ASSCNSLY AMID INSTALL 2' RuG AFTER REMOVAL OF aFANNG
ONE BLIND FLANGE ON OOROu DF �
AS09BLY
-POLY -PIG')
--
HORIZONTAL
6" SIDE OUTLET TEE �..
SEWER MAIN
).i PRECAST BASE SECTION
OR CAST IN SHELF.
MIN. 21' I.D.
54 MH 54' 8- MIN. 5.5- MIN. 24' MIN. 24' I.D.
60' MH 6D' 8' MIN. 6' MIN. 42- MIN. 30' 1.0.
ONE RUE (W) IN END OF CROSS
CONCRETE BLOOORI:
6" MIN. SEWER MAIN
CONC MO
•B. • .- .:
•. ..• .•
ALL fEBRRS AND POYPI(S SHALL BE REMOVED FROM SUIT OF VERTICAL aKSS
QSIFECM)N OF NEW WATER MARK
BEFORE
WATER MAIN POLYPIGGING STATION
VERTICAL CROSS FOR POLYPIGGING
ADOPTED
01T M WINPN
i
jBLOCgNO
OF E AT MAIN OAT R 25AT MAIN O _R 25 r�D c R AON
ELEVATION ELEVATION
NOTE:
UNLESS OTHERWISE. SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.Y' COVER AT PROPERTY
STANDARD 5106 3SWER INSTALLATION
(SEWER MAIN TO PROPERTY LINE)
Do ImRON
6' MIN. (TVP)
SANITARY MANHOLE TYPICAL DETAIL
NOT TO SCALE
SANITARY MANHOLE TYPICAL DETAIL
�OW�1�1ipT
-
mAy PIS
t Car DATE M!M
DWG. NAME: BR%5 SP PAGE: 81 I4
LINE OR 3 -S LOWER THAN THE LOWEST HOUSE ELEVATION, NHICHEVER IS LOWER.
c4rr ".I.
I
4� mnNOArm nAxW
NT T3f WIC ,2/94
Da w
N DWG, NAME: BR39 SP PAGE: 8076
,KV4m m WHOt Af, M' a e4• xwxwas
4 E T mrs nIe
tM90s •meo Aorc. m, M.,
OMMDnF NTUN
-- MIT WIC I2/.
"� Ao
°C''
DWG. NAME: OR20 SP PAGE: 8071
6114 WR I CK MAIN 1- VLTl'lUU1NU S I A I IVN
VERTICAL CROSS FOR POLYPIGGING
MF,a.a Ye W �E
WM bYYN -,=M
LWA m ND -4TArc5 R.TSacs. � el s
HwE D` ISM a
,••,. „�.•,••. .�iTS -la •.-w aF -.N o�.n� - z,araWa
mw°iOAi Di� rAV¢ a au�ier°°E ILA rAW Am
(( . r,ro rWwwWn nwcu -..- N• w
(i: nW1°`mo- °yxDT1 49 Ar ImDTAIn .NUw m m-z
P- rt«'o -.w> wI .. I�wiNn .T„R ^•� w- �,Ir °.;�` -,ter Fw,Ww �.x.'.E°L. °`O`
ciol m
NOTE:
AL NUM WpTE3 K,NLFD YMN [O,PSII (R PAND MW>•SK 9WL H
UST- WNFDJ4 ID W.TNwCrWp.Nt !a-x9pN A.I,s MHH: v6TN1ID OT
Wom � a ,EIR wJL
Z
O
N A -A
Of
w
F- _
r— z1MO al �.
�I
wa L�
NOTE: r
,K crxxN TP nE wea Pn, W Ar u.Aar r rrHW.
w w44 UNCS LAN we SPAWO Aup6 M
WE np.WPIDH Af.AA,41 frT (!CAI M s Y9C NtArl
,06 3/4' & 1- WATER SERVICE
0
ova STANDARD 51DE SEWER INSTALLATION
(SEWER MAIN TO PROPERTY LINE)
TESTec DEn4
TP usr Rm rA,E DDa W N WD Uwe wWn a
VWRc FUUNDW, o,NNmo"�• -rK°P NNUTTi01d
I 1NQYA'D (SIX 4AD WFe ,,:•¢ .M4 >. p.l. W,rcN TFh
I�
, w' Nc rcc Dur.> .aNneA SS( Taw Trnmrs. -a:
nc W,E rrarE (R mu) T -eulo RAwDE ox mP WM r nP No z• rwc
tENPDRTRr fau0 ( M E -WM E•P � -DOD RAWIE ox wnaN
NHD x- a nvN� AssEMW.r - RIw(FM) NM zTIP c z' Vow -DTr
�YAW IAa TEE. rM e• RNH(E SoE RNRET. c4xuE¢ RoolNC iEmrxrAr WLacK
s- Wa rATe (rt x NA AWM c -Sw, lENUwr -T
F- DVCaE MIN PPE cuS5 Sz mcxT LWm. -FN TD wT
14• . 6 . i _/1 __IEw9TF1 R R(OS ME sm OE,•a foR lE wWS
WMAW MORE.
xvWMN, -t/x xA9D NA94D UAAN ROCI (sm 3/4) WXC
AMNo
TIFM TW •wpwO�iV ABM 94P6�U, Dw•.MO.. 3
e
FIRE HYDRANT ASSEMBLY rWAL ewNeeDw Der•4
LLYFL ALL cAOIIHD
NW s N•Dl,s IE,¢ ru. cNamD
NAWb ^
NEW Di WSTEw I8E
qs 4xc NN. wnl� I
FILL ANER N.L CLEAN. W PpUDW Al EUXD i IXO
AND CORRECT II. IEF%I•'F IEYPCMV RE ( A fIION -OTT
F•I IT NIO CORRECT IO vATS WM OL SLLT.vE (4D! Di aPoOts
�"v , HYDRANT LOCATION IN CUT OR FILL F°"`
®2 FIRE HYDRANT ASSEMBLY DETAIL 8116 WATER CONNECTION DETAIL
WET TAP
ROLL 2 08 F DIX .2 ■ — 73-_
jg_o7 SANITARY MANHOLE TYPICAL DETAIL
6 1RCDj
it R
yO O}}
F 1-
U U Af5
m OL
9 y
g III O
O O
W W
D
O
' s
WA a m o
V U
w 3�
® m
O
m O
8" MINIMUM ' e v. EXISTING SEWER
CASI IN -PLACE CHANNEL &
SHELF
MANHOLE BASE FOR CONNECTION TO EX. SEWER
Z
U
Lu
w
~ PPnn
V
LU
LU
U
RECOMMENDED FOR APPROVAL
J�
y
BY: Date:
DATE
02/07/2007
J
JOB NO.
®
■ BY: Date:
NEW MANHOLE PER
2
W
STANDARDS
=
a
Q
UJ
_
fi)
W
NEW 8"
W
SEWER PVC x CONC. MANHOLE
Q
CUT OUT EXIST. PIPE, MAKE ADAPTER (PVC PIPE ONLY)
L
r
W
Q
SMOOTH INVERT &CHANNEL NON- SHRINK GROUT
Q
Z
AFTER NEW LINE IS
ACCEPTED.
p�
L ®L
Q
8" MINIMUM ' e v. EXISTING SEWER
CASI IN -PLACE CHANNEL &
SHELF
MANHOLE BASE FOR CONNECTION TO EX. SEWER
Q
O
N
I•La
YU)
Lu
w
~ PPnn
V
LU
LU
U
RECOMMENDED FOR APPROVAL
y
BY: Date:
DATE
02/07/2007
BY: Date:
JOB NO.
®
■ BY: Date:
DWG NO.
® —
'f.ANl16D DEC e z ?nnp, BY- Date: %� 7
SHEET
7
OF
9
0
0
o�
o
t/1
z
gz
_ FO LL
0 0
=z a
LLJ Q 06
z
az a
QO w
0O W w
cD
M � Q
Q
C7
T O
W a
NF o
wz
00 0
E" l 3
I' u
c
E—i W a'
v�
v
m
a
NE 1/4, NE 1/4 OF SECTION 16, TOWNSHIP 23 N, RANGE 5 EAST, W.M.
ol �,,..�
SSMH k1, TYPE 48
S9 11.'
N
.N-.
N
.N..
N
.N.
f
N
M
In
ax-
ml-
Al-
(hl.W..
0 o h p°p d
4 O O O
v 114 n li �N v
II
� n N
N W o n
o W ---;a NLJ m 1, a
FINISHED FLOOR
ELE V.= 405.50
SSMH tt2, TYPE 48
STA 14 +47.65, 6' LT
0
0
�o
P
� II
to
+ 1+ ~ In ° N p ° A C T • __' �° `° °
M m O + v o'i c Chi ss�� @ o .*� + d
�il II II 11 11 10u V C n° -� n ° m
rW.i
4 w41 4 V$� L. PAP o QO. Or. w w
it pi
6' SIDE SEWER MIN. w �` v
c a SLOPE =2.0% CTYP.> u o o FINISHED FLOOR
w u u er 400 LF, B' SS a ELEV.= 405.50
@ s m_4W/z 1L.
f ii SAM 1
v r
? t
E
M
i
y
E
w `a
Iz
r ca
W ..
i II
Q
Io�x
� s
E�
i
� hJ
STA 14 +54.00
E:
HOLE AND AS -BUILT
ER MAIN PRIOR TO
STRUCTION
NOTE:
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE
ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
DETERMINE THE EXACT VERTICAL': AND HORIZONTAL LOCATION OF
ALL EXISTING UNDERGROUND UTILITTES PRIOR TO COMMENCING
CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL
EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER
ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR
UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG: 1- 800 -x424 -5555
GRAPF-IIC SCALE
0 15 30 60
1 Inch ?= 30 feet
7F�
zw� a
z
w x�
w
0
U
J
Q
CL
a
O
w
a
0
i
10f00 11 +00 t2 +00 13 +00 14 +00
z ��.. By. l_ Date: 6 0' 5 C1P Q
CQ& 5-33690 CD.g-33b901 `l v
fcwz,>5
L6W
0
a
'10
J
0
I
1L
ju
ii
l
�r
In