HomeMy WebLinkAbout5573-1 GENERAL NOTES :
FoNTANA INTERcEpTo !
RELIEF SEWER ___In PHASE II 1 . THE ENGINEER HAS ATTEMPTED TO CONTACT VARIOUS UTILITY
COMPANIES AND TO SHOW THE UNDERGROUND FACILITIES. IT SHALL
k, a ^-amut BE THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE
( ROMQ E. TIVV'IANDIA AVE . TO LIVE OAK AVE .AUE .
• THE CONTRACTOR SHALL AT HIS OWN EXPENSE OR COST CONSTRUCT
`-- "' • = - ALL IMPROVEMENTS IN SUCH A MANNER AS WILL PROTECT ALL
SCHEDULE 1 SCHEDULE 2 NOT PART OF THIS CONTRACT UNDERGROUND UTILITIES. THE CONTRACTOR SHALL CONTACT
UNDERGROUND SERVICE ALERT (U.S.A.), PHONE NUMBER
visimo=246 OW
® TO BE DONE BY OTHERS 1 -800-422-4133, TWO WORKING DAYS PRIOR TO DIGGING.
i
1 w �' o o� - - 2. I T SHALL CONTRACTOR'S
m w ¢ w w w o BE THE RESPONSIBILITY TO OBTAIN ALL
I j II JURUPAAV < ElE _ _ ¢ - NECESSARY PERMITS, UNLESS OTHERWISE NOTED IN THE SPECIFICATIONS
® =- _____,,,„,a - - - � �— - I SPECIAL CONDITIONS, INCLUDING A CITY OF FONTANA, CITY OF
Q
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
C-2 ___ _ _ = REFER TO DIVISION 100 OF THE SPECIFICATIONS FOR SPECIAL
C-1 __ - CONSTRUCTION REQUIREMENTS OF WORK WITHIN THE CITY OF
Q > z _ EDISON EASEMENT —
Q ¢ _ Z i= i DECLEZ FONTANA, C.B.M.W.D., UNION PACIFIC RAILROAD, AND SAN
o<' F- v CHAPARRAL AVE. Q // ,�j� DR �; 1\� BERNARDINO COUNTY FLOOD CONTROL DISTRICT, RIGHT-OF-WAY.
Z
Q m �/'/ -c�yq N W
•
Z ,�CLARK AVE. SHADOW DR. /� ��GF, \ �� £� W 3. ALL SEWER PIPE ELEVATIONS
0 o N , s m / GIVEN REFER TO THE FLOWLINE
L., ���,�' _ '\`__,J INVERT ELEVATIONS.
I— F- U N _ __
i,`, i _on
4. THE EXISTING (OR PROPOSED) CENTERLINE OF JURUPA AVENUE IS THE
MARLAY ��`' ,%��% - SURVEY CONTROL LINE, AND ALL STATIONING REFERS TO THE
Lu r -77
( -� �,����%. LIVE o� _ CENTERLINE OF JURUPA AVENUE.
-
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 SPIROLITE RSC 160 PIPE AS
' . SCALE: 1 ”=1000' NORTH NOTED ON DRAWING C-I THRU C-I4.
7. THE CONTRACTOR SHALL PRESERVE ALL BENCHMARKS, STAKES, AND
ABBREVIATIONS / LEGEND OTHER SURVEY MARKS, WHETHER OR NOT THEY ARE SHOWN ON THESE
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
V.C.P. VITRIFIED CLAY PIPE DWG. DRAWING CBM WD
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-1 D-4573-1 1 & 2
HORIZ. HORIZONTAL L.F. LINEAL FEET JURUPA AVENUE - STA. 46+67.13 TO STA. 57+69.96 . . . . C-1 D-4573-2
1
VERT. VERTICAL 0 DIAMETER
JURUPA AVENUE - STA. 57+69.96 TO STA. 69+00 . . . C-2 D-4573-3 1
INV. INVERT
JURUPA AVENUE - STA. 69+00 TO STA. 79+50 . . . . . . C-3 D-4573-4 1
JURUPA AVENUE - STA. 79+50 TO STA. 90+50 . . . . . . C-4 D-4573-5 1
RIGHT OF WAY - - W - - EXISTING WATER LINE JURUPA AVENUE - STA. 90+50 TO STA. 102+00 . . . . C-5 D-4573-6 1
— Q. — CENTER LINE - - G - - EXISTING GAS LINE JURUPA AVENUE - STA. 102+00 TO STA. 113+50 . . . . . . C-6 D-4573-7
1
— E — PROPERTY LINE - - T - - EXISTING TELEPHONE LINE JURUPA AVENUE - STA. 113+50 TO STA. 125+50 . . . . . . C-7 _
671-7!7:17*- a =�;< EXISTING PAVEMENT - - E - - EXISTING ELECTRICAL LINE D 4573 8 1 & 2
JURUPA AVENUE - STA. 125+50 TO STA. 137+00 . C-8 D-4573-9 2
• POWER POLE EXISTING REINFORCED CONCRETE
b S.D. i PIPE STORM DRAIN JURUPA AVENUE STA. 137+00 TO STA. 149+00 . . . . . . C-9 D-4573-10 2
o MANHOLE
1 Q ! EXISTING FIRE HYDRANT JURUPA AVENUE - STA. 149+00 TO STA. 161 +00 . C-10 D-4573-11 2 II I1
- - 5 - - EXISTING SEWER LINE . /� �_ � U � �I
o AERIAL CONTROL POINT JURUPA AVENUE - STA. 161+00 TO STA. 173+00
S — NEW SEWER LINE TO BE CONSTRUCTED--4
C-11 D-4573-12 2 /�-�
DRAWING Q
STREET LIGHT - - EXISTING SHUT-OFF VALVE JURUPA AVENUE - STA. 173+00 TO STA. 185+00 . C-12 D-4573-13 2 (STA. 173+00 TO STA. 179+50)
A BENCHMARK 0 EXISTING EDISON VAULT n - --�-
A .- ,. • ' A , S / : • • . . . . C- 13 D-X1573-11 NOT IN CONTRACT
S DATE
SOIL BORING o EXISTING TELEPHONE BOX ....r7-z-=-2---"7-.7.7.------ -e--74.71---- --1.-.7- '
_ - a � C- X15
D- 73-15 NOT IN CONTRACT
.._ .. . -. -
- -SL- - EXISTING SEWER LATERAL --x- - EXISTING FENCE METERING STRUCTURE . . . . . . . . . . . . C-15 D-4573-16 1
co
r� 'Wilson F. Som
1/, - PROPOSED PAVEMENT -NRW— EXISTING NON-RECLAIMABLE WASTE LINE SIPHON AND MISCELLANEOUS DETAILS . . . C-16 D-4573-17 1 & 2 W No. C 1, 651 m
cc
EXISTING CURB AND GUTTER MISCELLANEOUS DETAILS . . C-17 D-4573-18 1 ii
* Civ ��
& 2 930/&�
PROPOSED CURB AND GUTTER seq . v �Q'
TF OF CA1-\F
PROJECT ENGINEER PREPARED BY: APPROVED BY:
DESIGNED BY: M.E P ' SCALE: SHEET 1
- 5-" WILSON F. SO & ASSOCIATES, INC. � F2 ` z' k, 6/1 � AS SHOWN CHINO BASIN MUNICIPAL WATER DISTRICT
J.B.C. MICHAEL P DEGRACZ R.C.E. <•. 334i 5 DATE C.B.M.W.D. - G RAL MANAGER DATE OF 18
AS BUILT DRAWING T.W. I�14/91 DRAWN BY: SUBMITTED BY 16018 TUSCOLA RD., SUITE 1, P.O. BOX 366
/� ��RS- SUS E REv�stoNS�PER BUi1ER EN6iKEERING IN . 6 24 90): T APPLE VALLEY, CAL1F. 92307 WORK ORDER N0. FONTANA INTERCEPTOR RELIEF DRAWING No.
I SHEETS c-13 .Pc e R MOVED FROM THIS COMTRAOTI ).W. I/ IQ./g) / SEWER - PHASE
DOCUMENT W.F. S'0 / - �-1 (619) 242-2365 �' a^'"� "_
1
CHECKED BY: C E II
REV. REVISION DESCRIPTION BY DATE ] ``, ° ``
WILSON F. SO R.C.E. No. 21651 DATE C.B.M.W.D. - PROJECT MANAGER �Jp DATE
1510-570RR TITLE SHEET, INDEX MAP AND GENERAL NOTES �'—
D-4573-1