HomeMy WebLinkAbout3765-11 ` •11 .► ► 7►` . • 1
/ 1 ► + ►/ 1 . 1 + 1 1 ►
7 ► 11 ♦ 1 1 1 J�+ 11
0.1 1 M
IN
►I -:111,1 Al I a' 1: al 1 • 1 I
1 1'. �' 1 ►11'.1 1 ` '. • a► 71
I'.1 1
r 1 WAR In• 1' .1 1
► al • a r aa•
17► ►7 I'w 1' 1 a' M/ 1 ► •a►
►1 I ` is 7'. 1 7'. 1' a 1 i'
1 •. 1 +` 1 1 1+•
1 ] 1 at + 1 7• ]] 1 1 : 1
a24 `1 r 171 a 1 a a�► 1'
r
1 1
►1 1' 1 1MAI.•
1 1
oil 1 so A 1.
a 1
►1 1 `A ►11 A 11 . 1
01 x _#;I
I 1•, •1 ► a• • 7+
11 1' ` 1 1'a'' 1'• 1' ]'
0.1 1
1 • ►1 . 1 11 1 la.
7 r a7 1 ] ►/ 1' / ►/ 1 1
AL
► 11 , 1
11 1. ` I ►. a�+ ` 1 7
a r aa•
«a a 1 1 7
►1 1 ` ► ► a.\ 1 1 a.` 1 a ►
11Ill.. OIR."
0,3
1 '. t 1 1 ►1 • 1 1 '. 1' 7
pf IN
'1
♦ a r 7a' • 7 'I' 1 a'Ir 7►
!sc
L
o O REV.
a
DIAL TWO WORKING
BEFGRE DAYSBEFORE
G�
YOU DIGYOU
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGRMND SERVICE ALERT
.QG�eWo D.elvl"Il a
25 SANITARY SEWER LMES SUL BE CONSTRUCTED OF BELL.1 SPIGOT 10
BAND SEAL. rVPE WTRIFIED « DM STRENGTHCLASS AND
SHALL CONFORM 1 THIE PROVISIONS OF THIE ASTM DESIGNATION 11 FOR
26 1 OPEN 7► SHALL.1 al AT THIE END OF THIE DAY WITHOLIT
PRIOR1 OF THIE CITY ENGINM.
27 SHORT VCP STUBS WITH nEX0LE COMPRESSION JOINTS SHALL BE USED
AT 1 WALLS 1 AWN FOR MINOR DEFLECTIONS IN ALIGNMENT
�.PRIOR TO CONSTRUCTION,CONTRACTOR SHALL EXPOSE EXWING
FACILITIESN AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY
APPROWL OF CONNECTIONS TO DWING FACILITIES DOES NOT IMPLY
WWI - OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS
29 ALL 4' HOW LATERALS SHALL BE INSTALLED AT A 2% M01MUM GRADE
UNLESS OTHIERWM APPROVED BY THE CITY 7 t 77'
3T_ TERMINATE ALL. 4* HOUSE SE LATERALS 3 FEET INSIDE THE LOT WITH ss
A PLUG 120 7 1 THE GROLM MF_ WHIEN PUBLIC UTUTY EASEMIENTS
EXIST 1 THE STREETRIGHT OF WAY, THE LATM SHALL. TERMINATE
FEET 1E THE LOT AS MEASURED FROM THE UTILITY EASEMENT
31 THE SEWER CONTRACTOR SHALL.M OF THE
CURB AT THE LOCATION OF THE SEWER LATERAL
32 IF DMING UTLM OR ANY OTHIER FACEM CONFLICT WITH THE
PROPOSED IM1 7 7 CONTRACTOR SHALL NOTFYENGINEER
1 ALL AFFECTED AGENCIES IMMEDIATELY.
33 NO CONCREW SHALL BE RACED UN11 THE FORMS AND REINFORCING
STEEL BEEN «71 INSPECTED AND APPROVED.
34 ALL UNIMMW UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED
PRIOR 1 PAYING OF STIUM
35 APPROVED SOIL STERUK IS REWRED UNDER ALL NEW ASF4KT
PAVEMENT 1' TO PLACEMENT.
1
/ 1 22'403:. r aa'
a r a7' 1 ', 11 '�► 1 ` ' ' 1 1 ', 11 •,1 1 '• h 1 «
011 OF RAUMff
CITY OF FONTANA
NOTELATION UST
S.B.C. INC.
8353 SEW AVENUE
3939 E CORONADO STREET
FONTANA, CA 92335
ANAHEIM, CA 92807
(714) 666-5500
(909) 350-6632
STORM DRAIN UNE
SO. CALF. GAS COMPANY
UNDERGROUND SERVICE ALERT
1981 W LLXX MA AVENUE
(800) 422-4133
REDLANDS, CA 92374
SEWER MANHOLE
CENTERLINE
09) 335-7547
(EKES:
PACIFIC BELL. Co.
(800) 427-2200
3939 EE CORONADO STREET
f-
ANAH M, CA 92807
90. CALF EDISON COMPANY
(714) 666-5467
300 N. PEPPER AVENUE
RIALTO, CA 92375
VERQON
820-5508 - UNDERGROUND
1400E MJPS BLVD.
875-5100 - TRANSMISSION
ONTARIO, CA 91766
213 637-1233 - PIMM
(800) 483-4000
900 357-6505 - DISTRIBUTION
FONTANA (MATER COMPANY
8440 NUEVO AVENUE
ADELPHI A
FONTANA CA 92235
1500 S. AUTO CENTER DRIVE
(909) 822-2201
ONTARIO, CA 91761
FAX: (909) 823-5046
(909) 481-1115
J i+ 7• 1 I 1 1 1 a 1, 1,
1 1 a► 1 1' a+
-kal N,_1 2-,-2 11 1 ' • 7• al I 1 1
1 a. 1 1 a► ` 1 1 1 7'
30
11 . I 11 1 • t',aa. 111 •.► 1 to 7'- 1•a' al
at
fin
/ 71 1 1'. 1'./ 1 w 11 . / ►1 / 7
r'•7a. 1 la 7 ► la 1 1 1 la.`r •'1 a.\`1 i.\ 1
► 1 ' rel 1/ 1 • ]', 1 •. «
. ► ..111 1 � �I : � 8/. ►.W �. � , I �' w
CITY OF FONTANA CUUNCHOC4MONGA
TRACT N0. 16991
SEWER IMPROVEMENT PLANS
ZL RECORD DOCUMENT
These Record Docun a tt Mn boos pwoW bred
on infamution pa►idei by e6m. IM Dwip
Profaeionv bet sot wdW MWAMY WAVOr
ooe>tpiele�er of iio idxmmoo ad duA not be
k bt ear o w otttittiont which nwy
betel r • "WA
t
Q
61
10 -4r/(0 -f 11,9 A -fee A2rA0710 DATE
wmhw
SCALE: 1'-0•
No. 43976
EXP. 6,V -W
Lk% OF Del 04MO
BEARINGS ARE BASED ON THE CENTERLINE OF BEECH AVENUE
BEING NORTH 00" 21'45' EAST AS SHOWN ON TRACT 16477, RECORDED IN
MAP BOW( 298, PAGES 59-62, RECORDS OF SAN BERNARDINO COUNTY.
BU CH"K
PREPARED FOR:
moi' uC CITY OF FONTANA BENCHMARK NO. 361.
10370 TRADEMARK STREET RAILROAD SPIKE IN NORTH FACE OF POWER POLE
RANCHO CUCAMON(IA NO. 1536697E AT THE SOUTHWEST CORNER OF
CA 91730 SULTANA AVENUE AND BASELINE AVENUE.
TEL 909 291-7600
FAX 909 291-7630
B.EVATM 1365.01
Prepared Bp:
D ALLARD ENGINEERING
Civil Enginaari% - Land SwvvoW - Lend Planning
8253 Sierra Avenue
Fontana, Calikunie 9ZS35
(909) 358-1815 Fax (909) 356-1795
-71 0
David S. Hammer, A.C.E. 43976 LREE
(mom &W=17)
VKM
N.T.S.
OMI • a is M' ` 7'
2 CONSTRUCT 48' PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 112 3 EA
3 CONSTRUCT 4' EXTRA STRENGTH VCP SEWER LATERAL & CLEANOUT PER
CITY STD DWG NO. 125 (SEE GENERAL NOTE NO. 30) 18 W605 LF
4�— 9ACKWATER CHECK VALVE 2 EA
REMOVE PLUG AND JOIN TO EXIST. SEWER 1 EA
3' MAX SIZE NATIVE
SOIL, COMPACTED 95X
6' MAV.
Ion MAX.
6' MAX SIZE NATIVE—
SOIL, COMPACTED 9OX
8' VC Ar
6' MIN.
10
1' MAX. JILL SELECTED
NATIVE BEDDING COMPACTED
TO 90X
11
C-4 t
TYPI(•J;LB DWC FM r Va/Dr
u3s nm V.ur
I
NTS
3' MAX SIZE NATIVE
SOK• COMPACTED 95X
6' IMV. 6' INV.
10 MAX.
-�- �- 10 MAX.
6' MAX SIZE NATIVE J
�__))II
►• " a1 1 l -.��
FA
1 1'
11'♦• 1 1
. •._.._
2 0
SEE CITY DWG NO. 1295 FOR LATERAL. CONSTRUCTION
& BACKWATER CHECK VALVE LOCATIONS ON LOTS 1
THRU 6 ADJACENT TO SULTANA AVENUE
`II `a 71
al 1 11 71
1 '1
SEWER LIE
---8m S---
EXIST. SEWER UNE
8" W
WATER MAIN
STORM DRAIN UNE
— —
= FUTURE STORM DRAIN LIVE
EXIST. SEWER MANHOLE
—
SEWER MANHOLE
CENTERLINE
FIRE HYDRANT
a♦ r • 1 r
STREET L)GHiT
f-
DIRECTION OF FLOW
— - - - - — RKM•NT OF WAY
P.U.E
PUBLIC UTKM EASEMENT
Prepared Bp:
D ALLARD ENGINEERING
Civil Enginaari% - Land SwvvoW - Lend Planning
8253 Sierra Avenue
Fontana, Calikunie 9ZS35
(909) 358-1815 Fax (909) 356-1795
-71 0
David S. Hammer, A.C.E. 43976 LREE
(mom &W=17)
VKM
N.T.S.
OMI • a is M' ` 7'
2 CONSTRUCT 48' PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 112 3 EA
3 CONSTRUCT 4' EXTRA STRENGTH VCP SEWER LATERAL & CLEANOUT PER
CITY STD DWG NO. 125 (SEE GENERAL NOTE NO. 30) 18 W605 LF
4�— 9ACKWATER CHECK VALVE 2 EA
REMOVE PLUG AND JOIN TO EXIST. SEWER 1 EA
3' MAX SIZE NATIVE
SOIL, COMPACTED 95X
6' MAV.
Ion MAX.
6' MAX SIZE NATIVE—
SOIL, COMPACTED 9OX
8' VC Ar
6' MIN.
10
1' MAX. JILL SELECTED
NATIVE BEDDING COMPACTED
TO 90X
11
C-4 t
TYPI(•J;LB DWC FM r Va/Dr
u3s nm V.ur
I
NTS
3' MAX SIZE NATIVE
SOK• COMPACTED 95X
6' IMV. 6' INV.
10 MAX.
-�- �- 10 MAX.
6' MAX SIZE NATIVE J
�__))II
►• " a1 1 l -.��
FA
1 1'
11'♦• 1 1
. •._.._
2 0
SEE CITY DWG NO. 1295 FOR LATERAL. CONSTRUCTION
& BACKWATER CHECK VALVE LOCATIONS ON LOTS 1
THRU 6 ADJACENT TO SULTANA AVENUE
`II `a 71
al 1 11 71
1 '1
Q LOFESSIO CITY OF FONTANA CALIFORNIA
"'14f, n RANCHO FONTANA SPECIFIC PLAN
DRAWN BY: SCALE:
No. 43976 m AE TMCT NO. 16"1 AS NOTED
A Exp. 6/30/07 DESIGNED BY:SEM 0� RMI DATE:
* FC JULY, 2005
C i V i l- ��\P CHECKED BY. DRAWING NO.:
F�FCAL�F� n(A ml a .d�
CW ENGINEER R.C.E. 51152 Z
Filename: M:\dwg\15926\final design\SEWER\ISWR01.dwg
a♦ r • 1 r
Q LOFESSIO CITY OF FONTANA CALIFORNIA
"'14f, n RANCHO FONTANA SPECIFIC PLAN
DRAWN BY: SCALE:
No. 43976 m AE TMCT NO. 16"1 AS NOTED
A Exp. 6/30/07 DESIGNED BY:SEM 0� RMI DATE:
* FC JULY, 2005
C i V i l- ��\P CHECKED BY. DRAWING NO.:
F�FCAL�F� n(A ml a .d�
CW ENGINEER R.C.E. 51152 Z
Filename: M:\dwg\15926\final design\SEWER\ISWR01.dwg