HomeMy WebLinkAbout5573-2 GENERAL NOTES :
FONTANA INTERCEPTOR RELIEF SEWER . PHASE II 1 . THE ENGINEER HAS ATTEMPTED TO CONTACT VARIOUS UTILITY
COMPANIES AND TO SHOW THE UNDERGROUND FACILITIES. IT SHALL
BE THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE
HIMSELF WITH THE JOB SITE AND ALL UNDERGROUND UTILITIES.
THE CONTRACTOR SHALL AT HIS OWN EXPENSE OR COST CONSTRUCT
0 0 ALL IMPROVEMENTS IN SUCH A MANNER AS WILL PROTECT ALL
A UNDERGROUND UTILITIES. THE CONTRACTOR SHALL CONTACT
GC ICDULL 1 NOT A PART OF THIS SCI !MULE 2 NOT A PART OF THIS NInT PART nr THIS CONTRACT UNDERGROUND SERVICE ALERT. (U.S.A.), PHONE NUMBER
CONIRACT(TO BE DONE BY OTHERS) I7 CONTRAGT(TO BE DONE I ERs)TO BE DONE B' OTHERS 1 -800-422-4133, TWO WORKING DAYS PRIOR TO DIGGING.
N _ _ - 2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL
w `'' w < > = J > NECESSARY PERMITS, UNLESS OTHERWISE NOTED IN THE SPECIFICATIONS
> Q > Z 0 > -I Ea
- Q Q
I ' JURUPA Q _� ¢ m _ _ Q AVE._ Q� _ _ _ � _ _. SPECIAL. CONDITIONS, INCLUDING A CITY OF FONTANA, CITY OF
��, �� _ ONTARIO, AND COUNTY OF SAN BERNARDINO ROAD DEPARTMENT
C-3 C-4 - C-5 , C-7 C-8 C-9 C-10 C-11 C-12 C-13 C-14 PERMIT, . PRIOR TO COMMENCMENT OF WORK. THE CONTRACTOR SHALL
_ REFER TO DIVISION 100 OF THE SPECIFICATIONS FOR SPECIAL
— �' -�C-2 --- - - �� CONSTRUCTION REQUIREMENTS OF WORK WITHIN THE CITY OF
C-I z --- _ Q _ EDISON EASEMENT = _--_7 [ DECLEZ = FONTANA, C.B.M.W.D., UNION PACIFIC RAILROAD, AND SAN
Q j- BERNARDINO COUNTY FLOOD CONTROL DISTRICT, RIGHT-OF-WAY.
1_ CHAPARRAL AVE. m // DR. Q �'
1z = i
o� CLARK AVE. SHADOW DR. /�/ �,PG�' -� ygNNEZ_ m // 3. ALL SEWER PIPE ELEVATIONS GIVEN REFER TO THE FLOWLINE
0 o N ��/ , ��' _ --, a �/ INVERT ELEVATIONS.
i i� - ��=—�f
,`,
U10 �' m •uj
,���;`;%� 4. THE EXISTING (OR PROPOSED) CENTERLINE OF JURUPA AVENUE IS THE
-Ai ,. �o�?�' = SURVEY CONTROL LINE, AND ALL STATIONING REFERS TO THE
MARLAY P ,o���/ _ CENTERLINE OF JURUPA AVENUE.
w I —� �,� LIVE �P�
5. ALL LENGTHS OF SHOWN IN PROFILE ARE HORIZONTAL LENGTHS
BETWEEN MANHOLES MEASURED ALONG THE PIPELINE.
INDEX MAP 6. ALL NEW SEWER PIPE SHALL BE P.V.C. LINED REINFORCED CONCRETE
/� PIPE, EXTRA STRENGTH V.C.P., OR Sf IROLITE RSC 160 PIPE E AC
SCALE: 1''=1000' NORTH itiO TrD ON` nnpwINr. r-I TI-IRI I C. 14 /1\
7. THE CONTRACTOR SHALL PRESERVE ALL BENCHMARKS, STAKES, AND
LEGEND
SURVEY MARKS, WHETHER OR NOT THEY ARE SHOWN ON THESE
ABBREVIATIONS / LEGEND DRAWINGS, AND IN CASE OF THEIR REMOVAL OR DESTRUCTION BY HIS
OWN EMPLOYEES OR BY HIS SUBCONTRACTOR'S EMPLOYEES, HE SHALL
BE LIABLE FOR THE COST OF THEIR REPLACEMENT.
R.C.P. REINFORCED CONCRETE PIPE EQ. EQUATION
CBMWD
V.C.P. VITRIFIED CLAY PIPE DWG. DRAWING LIST OF DRAWINGS DRAWING NUMBER SCHEDULE
M.H. MANHOLE STA. STATION
I.D. INSIDE DIAMETER EL. ELEVATION TITLE SHEET, INDEX MAP AND GENERAL NOTES . . . . . G-1A/I\ D-4573-1A 1/ 1--&-=2-/
HORIZ. HORIZONTAL L.F. LINEAL FEET UPA AVEIdlJ•E 3TA. 4PG 107.13 TO STA. 37 I CO.5C . . . . C 1 D 1573 1
VERT. VERTICAL 0 DIAMETER
JURUPA • UE - STA. 57+69.96 TO STA. 69+00 . . . C-2 0 A 73-3 1
INV. INVERT
JURUPA AVENUE - A . 69+00 TO STA. 79+50 . . . . . C-3 D-4573-4 1
JURUPA AVENUE - STA. 79+ ! TO STA. 90+50 . . . . . . - D-4573-5
R/W
RIGHT OF WAY - - W - - EXISTING WATER LINE JURUPA AVENUE - STA. 90+50 TO S • . 02+00 . . . . . . C-5 D-4573-6
NOT IN CONTRALTO
— 4. — CENTER LINE - - G - - EXISTING GAS LINE JURUPA AVENUE - STA. 102+00 TO STA. 113+ -N, . C-6 D-4573-7
— l' — PROPERTY LINE - - T - - EXISTING TELEPHONE LINE JURUPA AVENUE - STA. 113+50 TO - . 125+50 . . . . C-7 D-4573-8 1
11
?- � EXISTING PAVEMENT - - E - - EXISTING ELECTRICAL LINEAS a. BUILTuA
JURUPA AVENUE - STA. 12 0 TO STA. 137+00 . C-. D-4573-9 2
• POWER POLE EXISTING REINFORCED CONCRETE DRAVVING
b S.D, iJURUPA AVENUE A. 137+00 TO STA. 149+00 . . . . . C-9 D-4573-10 2
O MANHOLE PIPE STORM DRAIN _
JURUPA NUE - STA. 149+00 TO STA. 161 +00 C-10 D- 73-11 2
-+-r EXISTING FIRE HYDRANT { f
- - S - - EXISTING SEWER LINE / DATE
o AERIAL CONTROL POINT iRUPA AVENUE STA. 1 C1 100 TO STA. 173 100 . .- . . C 11 D 1573 12- 2
- S — NEW SEWER LINE TO BE CONSTRUCTED
179+5OLL 179+50 185 +00
EXISTING SHUT-OFF VALVE JURUPA AVENUE - STA. 173100 TO STA. 185+00 . . . . - . C-12A/\ D-4573-13A/I\ (STA. 173+00 TO STA. 179 I al
STREET LIGHT
- BENCHMARK 0 EXISTING EDISON VAULT JURUPA AVENUE - STA. 185+00 TO STA. 197+50 . . . . . . C-13 D-4573-14 /I\-FJQ--F IN CONTRACT
SOIL BORING ® EXISTING TELEPHONE" BOX JURUPA AVENUE STA. 197+50 TO STA. 209+00 . . . . . -C-14 D-4573-15 /I\ IN CONTRACT
QRpFESS/o/vA'
- -SL- -- EXISTING SEWER LATERAL --x- - EXISTING FENCE AMETERINC STRUCTURE . . } C 15 D 1573 1C NOT IN CONTRACTS '`` Wilson F. So ca
�' PROPOSED PAVEMENT -NRW= EXISTING NON-RECLAIMABLE WASTE LINE SIPHON AND MISCELLANEOUS DETAILS C-16A�\ D-4573-17A�1\ 1 & PiN CONTRACT w No. C 1, 651 m
X S I G CURB AND GUTTER * civil
co
12
A
E I T N MISCELLANEOUS DETAILS . . . . . . . C-17A 1 D-4573-18
. /\ AA 1 2 IN CONTRACT E� ��a%� �Q'
PROPOSED CURB AND GUTTER 4- F
F CA��
PROJECT ENGINEER PREPARED BY: APPROVED BY: SCALE: 1
DESIGNED BY: MPP : CHINO BASIN MUNICIPAL WATER DISTRICT SHEET
6-�5-�� WILSON F. S( & ASSOCIATES, INC. r G AS SHOWN OF 18
MICHAEL P DEGRACZ R.C.E. 33 5 DATE C.B.M.W.D. - G 'RAL MANAGER D TE
DRAWN BY: J.B•C• 16018 7USCOLA RD., SUITE 1, P.O. BOX 368 - -
„ „ SUBMITTED BY WORK ORDER 'N0. DRAWING NO.
as-sull.T DRAWING: SET LIMITS OF THIS CONTRACT, T.W. 5/e3/90 APPLE VALLEY, CALIF. 92307 FONTANA INTERCEPTOR RELIEF SEWER - PHASE II
CHANGED PIPI MPT 1 N GEN.NOT To VOX
ONLY. -? ') -`
W.F. SO (619) 242-2365
CHECKED BY: _ f„-is ,� .-'-- 1510-570RR G- 1 A'
REV. REVISION DESCRIPTION BY DATE WILSON F. SO • R.C.E. No. 21651 DATE C.B.M.W.D. - PROJECT_MANAGER DATE TITLE SHEET, INDEX MAP AND GENERAL NOTES A
D-4573-1A