HomeMy WebLinkAbout4099-4.........- - - - .... — - — _.
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- - PROFILE
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..... --........... ............................ _.... _ ....................... -.... _................ .__.._............... ......... ..... . H 0 R I Z . SCALE: 1 " = 40 . ...... .
VERT. SCALE: 1 = 4 - _ �__ ___ _ __.._..___ _ _ }--
- ._ I - -
300+00 301+00 302+00 303+00 304+00, 305+00 306+00 307+00 308+00 309+00 CONSTRUCTION NOTES
I I Q E�STING 8" APN 255-091-13 O1 INSTALL 54" DIA. R.C.P. (D -LOAD PER PROFILE) SEE TRENCH DETAIL PER SHEET 2
IN USTRIAL SEWER
of :<z LINE JUNCTION A B C D1 D2 ELEV. R ELEV. S
INSTALL 48„
DIA. R.C.P. (D -LOAD PER PROFILE) SEE TRENCH DETAIL PER SHEET 2
No F -3/A-1, A-2 45'00'00” 18" - 54" 54" - -
LL. OC).00 oCn �4� F- 3/11 30'00'00" 30" 3.75' 48" 54" 1030.59 1030.55 ® INSTALL 36" DIA. R.C.P. (D -LOAD PER PROFILE) SEE TRENCH DETAIL PER SHEET 2
10+00.00 ST STA JUNIPER AVEINTA PRO
' oma, =23+21.33 ST STA JURUPA AVE
do� O7 CONSTRUCT LARGE PIPE MANHOLE PER S.P.P.W.C. 320-1, SEE SHEET 2
] ago, APN 255-091-12 APN 255-091-46 APN 255-091-41 8 CONSTRUCT LARGE SIDE INLET MANHOLE PER P.W.C. 322-1, SEE SHEET 3
I .� APN 255-091-47 APN 255-091-32
12 NEW PAVEMENT, SEES EETS 9, 1 & 11
300+00.00 LINE "F-3 � I � � �����-�������
=111+08.00 LINE "F I N *NOTE: " " 14 CONSTRUCT C.M.P. RISER (SIZE PER PLAN) PER DETAIL ON SHEET 2
=22+76.00 STA JURUAVE I EXISTING f PER TRACT 13332 OFF SITE SD IMPROVEMENT PLAN 306+96.50 LINE F „3"
INT I i ; ; 2" GAS CITY OF FONTANA DWG# 1774 (SHEET 3 OF 9) =10+00.00 LIE B 8 16 O R C�4CA DEPRESSION PER D�TAI _ E�N. 1
REPLACE ANY MONUMENTS IF DIS RBED = 16 +24.00 ST STA JUNIPE AN 17 INSTALL 24" DIA. R.C.P. (D -LOAD PER PRO IF LE) SEE TRENCH ETAIL P14HE
I s LOCATION OF NEW WTR VALVES
PROPOSED 8„ SEWER JUNIPER A VE N U E 28 FONTANA WATER DISTRICT TO RELOCATE EXISTING WATER VALVES
' 301+33.49 LINE "F-3 8 PER CITY OF FO TANAST STA 15+07.52
C
DRAWING 4098
I�=10+91'OOST STA JUNIPER A _
IN JUNIPER AVE ” ULTII�ArTE 36" C.M.P.,
8 l EXISTING 81416j EXI TING EXISTING
C1 S.G.V.M.W.D WATER R/W� RISER ) R DRIVEWAY2L
..����J�1
w
-- — —
. . ' ' :., ,:.. , I I . ,... r =iris �' ``•! d.' - _.... 3. �;� - ' :. r 7 IIr', , ti' j r yet ��. _. � W
LINE �T
410
,d r I ",d
J _� ...°� co < 1 } W (= 30 MIN. - 30 MIN.
11 +00 — 1 +00 13 14+00 +00 16+ 17+ 0 18+00 1 Z ( EXISTING 36 MAX. 36"MAX. 1
EXIST. - - — - - _ - - - - J W ` SUFACE
W `` -Or M1LIJ
VALVES 6-- ---
�I Nr~�"B .. . _.d
� ,.--_.� I � r- F �-., A � may, � •-•�
1
_.e
_.___ CMP RISER
— + Z ` DIAMETER PER PLAN
I I 12 i ., 14 16 36 C.M.P. . I EXIS7z VE Y 1 —
I 41 48' ��� 1� l� ULTIMATE EXISTING 8 � RISER EXISTING � p J
ST STA 14+92.37 R W 14 I6 48 C:M.P RISER
.... EXISTING v INDUSTRIAL SEWER � / 0 + � � U �`
= - IF ANY CONFLICT ARISES WITH EITHER EXIST. SEWER + R/W w w M m�
, r R DRIVEWAY n� 3 I 5+33.09 LINE F-3 (D ST STA 16� 55.80 F-
` I I a w OR ELECTRICAL LINES WITH NEW R SERS NOTIFY ,� `r' 10+00.00 LINE "A-1" i _f_ _,r
-
LJJ a a ENGINEER OF RECORD (TYP). Q
14+81.3'9 'ST STA JUNIPER
C.B. AND LATER L PER,", I � I � °t° 3 ` n 3 10+00.00 LINE "A-2" � 1
PLANS BY H.D.R. INC. ,, , � �1 �? �
AVE
4 AC LOCAL DEPRESSION DETAIL
300+59.32 LINE "F-3" NOT TO SCALE }.
EXISTING 14Dx9 CB PER I I I LTJ 10+0 .63 ST STA JUNIPER AVE
TRACT 13332 OFF ITE SD ' ' EC
IMPROVEMENT PLAN�(SHEET ' ' I APN 255-111-16 APN 255-111-21
I I APN 255-111-17 APN 255-111-22 DATA TABLE
3 OF 9) DRAWING #1774' ' I Q APN 255-101-11
I
I EXISTING 12"
I I � LINE " �
Q S.G.V.M.W.D. WATER
-3
In 1 1 1 r-\ 4Q I
O
BEARING/DELTA RADIUS
LENGTH TANGENT
O
N 45'22'42" W
33.95
F
N 8'3 28"
1 9
2Q:4i1' �� �J �J
33.71
O
N 0'22'42" W
74.60 1
PROTECT EXISTING WATER AND SEWER LATERALS 'Wit 40 0 20 40 80 120
I I ENCQUNTERED DURING CONSTRUCTION. IF CONFLICT{ -
I I I ARISES NOTIFY ENGINEER OF RECORD. ! �
SCALE 1 "= 40' 'RECORD DRAWING
p O BENCHMAHK� SHOULD CONSTRUCTION OF THE REQUIRED PENCO ENGINEERING, INC. CITY OF FONTANA, CALIFORNIA
CITY OF FONTANA B.M. Q?,OFESS/04, Civil Engineering
CHISELED Box IN EASTERLY TOP OF CURB OF { IMPROVEMENTS NOT COMMENCE WITHIN �o q� STORM DRAIN AND STREET IMPROVEMENT PLANS
RECORD DRAWING /4/C)8 QaP Plannin
TAMARIND AVENUE, 60 FEET SOUTH OF TAMARIND G� boy TWO YEARS OF THE DATE OF APPROVAL `��y �L g
COURT, 500 FEET SOUTH OF SLOVER AVENUE 2 REVISED SEWER AND STORM DRAIN LOCATION 05/03/07E.B. SHOWN HEREON AND CARRIED FORTH IN z Convey Ing DRAWN BY: SCALE:
ELEVATION = 1077.400' w Construction Management J.E.G JUNIPER AVE. SD LINE F-3 As Noted
DIAL TWO WORKING 1 ADD CONST. NOTE 12 & 16• ADD 4 LC DETAIL12/12/06 E.B. A DILIGENT MANNER, THE CITY ENGINEER ac s-so-o� �' one Technology Pork / ✓-725, /wine, California92618 Q2 STA 301+33.49 TO STA 309+50.0
BEFORE
CITY OF FONTANA B.M. NO. 2969JJ 9 DESIGNED BY: DATE:
DAYS
A BOAT NAIL SET IN SIDEWALK AT THE NW EXTEND SD LAT; ADD 4" LC; REV. DATA TABLE MAY REQUIRE REVISIONS TO THE PLANS * No. 50152 \�* Telephone (949) 7 3-81 1 Fax (949) 753-0775 F JUR A A 950' NORTH OF JURUPA AVE 05-04-07
YOU DIG CORNER OF THE INTERSECTION OF SIERRA TO BRING THEM INTO CONFORMANCE WITH 9 clvi� �� J.E.G
TOLL FREE 1-800-227-2600 AVENUE & THE BRIDGE (N/O SLOVER AVENUE) REMOVED LINE G-1 & G-2, REVISED LINE A-1, LINE A-2 & LINE B STANDARDS IN EFFECT. OF CAL\FD ,� /(, -p CHECKED BY: RO DAA: J t�.0� DRAWING NO.: 4
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ELEVA77ON = 1137.71 1967 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE ESTHER BA A - R.C.E. 50152 Date E.B. 4099