HomeMy WebLinkAbout1479-1I�tCSCE
A P P Rte! A L Or- T1-415 pt.,41,�l
I3Y'fHE C1T`l Ih FOS
`TNE j'Og-NOrJ OF THE SEWED
nAlr.! THAT feb ltil Tl -IE 6TKEE-(' pk)L\(
CSI At -J N E L OE -t n i L
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EG.
cc�"ig7• io± L.F. of G'ovCT-( .E
`�• a8l CIIhl co,,.) c(z�T EE
of ga0cp%4E 1SC�9C,E
JKLECTED NATIVE SOIL
I' MAX. $71ZE LDMPALTEP
TD 960%
TYPICAL
LE,�h
A .
wp
t �
B EPPINA FDR S" Y.L.P.
THAN ID' DEEP
N.T Oi.
com6-rfiucTiotQ NOTES
I. ALL PIPE TO ESE VITRIFICO CL,4Y OR
EQUAL, A5 APPROVEO f3Y GIT/ OF
Fo&ITAAJA
Z. CONST tiOCT CLEANOUT PER CITY
4F FUNAVA STO. N O. 1 g: 8 AT END
OF MAIN L4JE6 ANI) ANGLE PDI NTS.
S. 44LL LATE fiAL:5 TO BUILV I NC7S ARE 4" PI PC.
4 PH 10ii TO THE CONSTRUCT ION OF THE 615WEH ,
THE CON TRACTOR 6HALL EX P05E CX 16TI N G 6EWER
TNE>3E CONNECTIONS WILL OCCUR AND VERIFY
IT5 LOCATION AND ELEVATION.
SEWER INSTALLATION 5HALL 8E IN ACCOFi ANCI~
WITH THE5f- PLANE AN 0 CITY OF 1�W7AAAbTANC;AR l)
SPECIFICATIONS.
�i THE APPROXI MATE. LOCATION OF EXISTING UIUDER-
1
GAOUNO UTILITIE5 A8 SHOWN ON TH,E6E PLAINS.
THE 0E516N EN61 NEER AN 0 THE CITY A66UME NO
KESPOA151 �IL1"('Y PEMTAI NING TO 'FkE EX 15TENGE
OR EXALT LOCATION of ANY UTIL I TIES &!-TOWN oR
NOT SHOWN, IT SHALL 6E THE RE6P01\151 bILITY
OF THE C0&lT8ACT0K TO ASCEKTAI N FKOM THE
APPROPRIATE, AGENCICS THE EXISTENCE A1U0
I-OCATIO&I OF ALL UTI ITI f-6.
7 ALL 140RK 6PALL COLIFORM TO -ME KEQU(KEMDJT5
OF Tt4E. [Q82 U.B.C.
8. AS BUIL T DR#JI/IGS SH R L L BE PROVIDED B Y
Tf/E colt' TR AC TOR TO THE Cl T/ OF FD/UT 471Vt I.
9. Co1V571RUCTIofu PFPM1 T.5 Sf-HIIL L BE OBTRNE 0
FRot7 Foivraiv'a PUBLIC RkS DEpNk TMEIV T
PRIOR TO START OF NIV Y WORI< w / THS N THE'
c rt' LIMITS.
J
AkITITY IE'BrC'M A E�5
O
Ps
DF-SCRIPTIOM
(
G' VC?. oR eQ0AC_
4" vc.P_ OW- EQUAL
3
G" CLEAN OvT
�-
G" Tc) A', W `? E S
DUCTiI.e LEO, PAPE
Q" 9Uc-Tl L F Zf,oN Pi IPE
`I
�oTO 4 1. wok Es DVGTIL..I- T_ClUly P(pe
S
"-2Cv!CF__ 1,4 "J 40LE
F-10
PAVE P'1 ENT' �E/vCK REFLACEMENI - (;u A N (T`l
JKLECTED NATIVE SOIL
I' MAX. $71ZE LDMPALTEP
TD 960%
TYPICAL
LE,�h
A .
wp
t �
B EPPINA FDR S" Y.L.P.
THAN ID' DEEP
N.T Oi.
com6-rfiucTiotQ NOTES
I. ALL PIPE TO ESE VITRIFICO CL,4Y OR
EQUAL, A5 APPROVEO f3Y GIT/ OF
Fo&ITAAJA
Z. CONST tiOCT CLEANOUT PER CITY
4F FUNAVA STO. N O. 1 g: 8 AT END
OF MAIN L4JE6 ANI) ANGLE PDI NTS.
S. 44LL LATE fiAL:5 TO BUILV I NC7S ARE 4" PI PC.
4 PH 10ii TO THE CONSTRUCT ION OF THE 615WEH ,
THE CON TRACTOR 6HALL EX P05E CX 16TI N G 6EWER
TNE>3E CONNECTIONS WILL OCCUR AND VERIFY
IT5 LOCATION AND ELEVATION.
SEWER INSTALLATION 5HALL 8E IN ACCOFi ANCI~
WITH THE5f- PLANE AN 0 CITY OF 1�W7AAAbTANC;AR l)
SPECIFICATIONS.
�i THE APPROXI MATE. LOCATION OF EXISTING UIUDER-
1
GAOUNO UTILITIE5 A8 SHOWN ON TH,E6E PLAINS.
THE 0E516N EN61 NEER AN 0 THE CITY A66UME NO
KESPOA151 �IL1"('Y PEMTAI NING TO 'FkE EX 15TENGE
OR EXALT LOCATION of ANY UTIL I TIES &!-TOWN oR
NOT SHOWN, IT SHALL 6E THE RE6P01\151 bILITY
OF THE C0&lT8ACT0K TO ASCEKTAI N FKOM THE
APPROPRIATE, AGENCICS THE EXISTENCE A1U0
I-OCATIO&I OF ALL UTI ITI f-6.
7 ALL 140RK 6PALL COLIFORM TO -ME KEQU(KEMDJT5
OF Tt4E. [Q82 U.B.C.
8. AS BUIL T DR#JI/IGS SH R L L BE PROVIDED B Y
Tf/E colt' TR AC TOR TO THE Cl T/ OF FD/UT 471Vt I.
9. Co1V571RUCTIofu PFPM1 T.5 Sf-HIIL L BE OBTRNE 0
FRot7 Foivraiv'a PUBLIC RkS DEpNk TMEIV T
PRIOR TO START OF NIV Y WORI< w / THS N THE'
c rt' LIMITS.
J