HomeMy WebLinkAbout5401-1,
,
,
,
,
,
,
® 1
GENERAL NOTES:
1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT
PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL
REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED.
2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY
REFERENCE TO PRECEDENCE PROVISIONS IN THE 'GREEN BOOK". THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID
CONFLICT TO THE CITY ENGINEER FOR RESOLUTION.
3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE C11Y ENGINEER.
-4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE C11Y OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT,
ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT
LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE C11Y LIMITS.
CALL (909) 350-7610.
5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES. METHODS AND PROCEDURES DESCRIBED IN
THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE
DIRECTED BY THE CITY TRAFFIC ENGINEER.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC
CONTROL DEVICES AT ALL TIMES.
7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR
GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY.
8. THE WALLS AND FACS OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY
SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE
DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO
BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND SAFETY.
9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE
PERMIT FOR THAT PURPOSE.
10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION HOWEVER, IT SHALL BE
THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF
ANY EXISTING UTILITIES. AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERE TO. THE CONTRACTOR
SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION.
11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO,
GAS, TELEPHONE. ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED
WATER, SEWER, STORM , DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO
WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES.
12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES. CONTRACTOR SHALL
COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS.
13. STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED.
14. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO
CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION
OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION.
15. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT
PRIOR NOTIFICATION TO THE CITY ENGINEER.
16. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND
BENCH MARKS, SHALL, (3E DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY
MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE
CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN
BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT.
17. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12
FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CLOSURE AREA FOR RESIDENTS AND EMERGENCY VEHICLES.
18. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL. INCLUDING ADEQUATE
WATERING, AT ALL TIMES.
19. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE. DEPOSITED ONTO
PUBLIC OR PRIVATE PROPERLY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN
APPROVAL
20. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR.
21. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY
- SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED.
22. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS.
UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING
OR LEAVING IMPROVEMENTS.
23. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE.
24. IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL PROVIDE A TERMINAL CLEANOUT AT
THE PHASE BOUNDARY, NOT MORE THAN 150 FEET FROM THE DOWNSTREAM MANHOLE. SEE CITY OF FONTANA
STANDARD DETAIL FOR TERMINAL CLEANOUT.
25. SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT OR BAND SEAL TYPE VITRIFIED CLAY PIPE
(V.C.P.) EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS OF THE ASTM DESIGNATION C700 FOR
V.C.P.
26. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER.
27. SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE WALLS TO ALLOW FOR MINOR
DEFLECTIONS IN ALIGNMENT.
28. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND
LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY
CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS.
29. ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE
CITY ENGINEER.
30. TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12" BELOW THE GROUND
SURFACE. WHEN PUBLIC UTILITY EASEMENTS EXIST NEXT TO THE STREET RIGHT OF WAY, THE LATERAL SHALL
TERMINATE 3 FEET INSID� THE LOT AS MEASURED FROM THE UTILITY EASEMENT.
31. THE SEWER CONTRACTOR SHALL STAMP AN OS" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER
LATERAL
32. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS. THE CONTRACTOR
SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY.
33. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND
APPROVED.
34. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS.
35. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT.
36. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE
PAYING CONTRACTOR- UPQN COMPLETION OF PAVING.
37. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND
OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER.
38. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE
RECORD DRAWINGS TO THE CITY ENGINEER.
. •'I
- BENCHMARK
FD. CHISELED "X" ON NORTH END OF WEST CURB AT INT. OF
KEMPSTER AND MILLER.
CITY OF FONTANA BM#260 ELEV.=1367.06
i
U77LI TY CONTACTS:
ELECTRIC GAS
SOUTHERN CALIFORNIA EDISON THE GAS COMPANY
501 SOUTH MARENGO AVENUE 1918 WEST LUGONIA AVENUE PARCEL MAP 19493
BLDG "E" REDLANDS, CA 92374
ALHAMBRA, CA 91802 909-335-7715
626-308-6313 ATTN: DENNIS WARE, PLANNER
ATTN: ORLANDO OLIVAS WATER
SEWER FONTANA WATER COMPANY
CITY OF FONTANA 15966 ARROW ROUTE
8353 SIERRA AVENUE FONTANA, CA 92335 I
FONTANA, CA 92335 909-201-7375 II
909-350-6632 ATTN: MATT YUCELEN I '.
WATER rTELEP___:��f _�__■�
AT&T 11142
SAN GABRIEL VALLEY WATER CO. I,
11142 GARVEY AVENUE
510-645-2929EL MONTE, CA 91733 24
ATTN: SUSAN BLACKBURN 626-448-6183
CABLE TELEVISION ATTN: LUIS MONTENEGRO ( I8
TIME WARNER TELECOM
3281 EAST GUASTI ROAD
SUITE 350 411'
ONTARIO, CA 91761 I ' CL- �,�I 19_
909-456-3652
�.Ilo«
LEGAL DESMP770N: I ' W ::.: '� ELI;
THE SOUTH 351.00 FEET OF THE EAST 198.00 FEET OF 24-
THE WEST HALF OF FARM LOT 504 OF MAP SHOWING I I�
THE LANDS OF THE SEMI -TROPIC LAND AND WATER
COMPANY, IN THE CITY OF FONTANA, COUNTY OF SAN
BERNARDINO, STATE OF CALIFORNIA, AS PER MAP
RECORDED IN BOOK 11, PAGE 12 OF MAPS, IN THE
OFFICE OF THE COUNTY RECORDER OF SAID COUNTY.
EXCEPTING THEREFROM THE EAST 89.00 FEET OF THE ( '
SOUTH 155.00 FEET OF SAID EAST 198.00 FEET OF I ,�� PARCEL 1
THE WEST HALF OF FARM LOT 504.
ALSO EXCEPTING THEREFROM THE WEST 109.00 FEET I N I '
OF THE SOUTH 125.00 FEET OF SAID EAST 198.00 I - !'I
FEET OF THE WEST HALF OF FARM LOT 504. I w
I W ( z II
CONTAINING 0.97 ACRES, MORE OR LESS.
I U)
PI VA TF' ENGINEER'S NO77CE I w PARCEL 2
TO CONTRACTOR: I W
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY
PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE - - - - - -
OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE
BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES
EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS ' 36.4 �-
REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO I .- ;1 '
PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR I ' - 5. k ;b
-4-
STRUCTURES NOT SHOWN ON THESE PLANS. I
ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK - - - - - -I-�- - - - - �' 1 I PARCEL 3
SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT I I '
#
THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A I I f • I i,
SAFE PLACE T WORK AND THE
LIPROTECTED.
CONTRACTORSAND SUBCONTRACTORS SHALL COMPLYWITH( I i
THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF ( I' �
THE U.S. DEPARTMENT OF LABOR, AND WITH THE STATE OF
CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS'
"CONSTRUCTION SAFETY ORDERS". ZD
I '
THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY
FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE
WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS"
OF THE U.S. DEPARTMENT OF LABOR OR WITH THE STATE OF
CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS'
"CONSTRUCTION SAFETY ORDERS".
I' I�I 1i1 I
CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE
AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS
DURING - THE COURSE OF CONSTRUCTION OF THIS PROJECT,
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT
THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE T
" I '"
LIMITED TO NORMAL WORKING HOURS; AND THAT THE �""I L .; 12 °
CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER 1 _ _
AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, I I I STA. 10+00.00 KEMPSTER VENUE
REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF_ I STA. 767+81.64 MILLER
WORK ON THIS PROJECT, EXCEPTING FOR ANY LIABILITY -�Z'�- - - --(2•G)-I ' - - - - _}_-
ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR _ S _ N89'57'10"E co
ENGINEER. :;�D� _ -
(66.92)Rlbl _
--c6'''STA: 67 , 5-■-c6�- - -_-t19-,.a- --e.��'"�-�6,��- - - - - - - •�- - - - - - - - �
UNAUTHORIZED CHANGES AND USES: MILLEAv.- MILLER
CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT ♦N
BE -J
RESPONSIBLE FOR, OR LIABLE FOR. UNAUTHORIZED CHANGES
TO OR USES OF THESE PLANS. '
NO ZFS: '
CITY ACCEPTANCE OF PLANS DOES NOT RELIEVE THE � KEMPSTER
DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF
ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION.
UPON REQUEST OF THE CITY INSPECTOR, THE REQUIRED PLAN
REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY INDEX MAP
ENGINEER FOR REVIEW. CONSTRUCTION CONTRACTOR AGREES
THAT IN ACCORDANCE WITH GENERALLY ACCEPTED SCALE 1" = 40'
CONSTRUCTION PRACTICES CONSTRUCTION CONTRACTOR WILL
BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY
FOR JOB SITE CONDITIONS DURING THE COURSE OF
CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL
PERSONS AND PROPERLY; THAT THIS REQUIREMENT SHALL BE
MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO
NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR
FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN
, 40 20 0 40 so
isI I~----------- -- --=== -=-=�- - _-- -
h 1 SCALE IN FEET
II I I inch - 40 fL
I I I! I li!
HOUSE
I; I
6_ I .
(I I
j
I
1
I I
I
i I
1 I
QT
y
V I
I
ryJ� I
- - - - - - - - - -
-, W I
I
j � I
I
`r ,'
I I 7"
111 I I
I I
F- - - - - - - -.- - - -�
1
I I
1
I I �
i I
I I
LEGEND
210
BASELINE ROAD
PROJECT SI�ib TE, Q
a
Q a
MILLER AVE
INTERSTATE 10
10
VICINITY MAP
NTS
THOMAS GUIDE PAGE 575-A7
PARCEL MAP BOUNDARY UNE - -x- x- -x- -
a
FENCE
CD
�
V)
Y
a
U
Q
m
C)
�
w
M
J
d
EA
2
CONSTRUCT SEWER LATERAL PER STD. 2005. L=18' EACH.
54
LF
EXISTING
PALM
352
10
VICINITY MAP
NTS
THOMAS GUIDE PAGE 575-A7
I T
T ( `• INDICATES EXISTING GRAVEL DRIVEWAY
I I INDICATES EXISTING CONCRETE
5 S c
j STA. 771+09.67
MILLER AVE.
I I
328.03' I 59.17 INV. ® PROPOSED INFILTRATION BMP SIZE PER PLAN
- - -
( 59.11 INV- -
) 59.05 NI V.
68EXISTING FIRE HYDRANT
- �B PROPOSED SEWER MANHOLE
A VENUE (PUBLIC 'qTA 71 4� - -
PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OWNER/DEVELOPMENT.• SOURCE OF TOPOGRAPHY:
OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF SECURED INCOME GROUP, INC., A FIELD SURVEY PERFORMED BY CORNERSTONE LAND SURVEYING, INC. ON
WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM CALIFORNIA CORPORATION AUGUST 1. 2013.
THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL ATTN: MR. MAX MCDERMOTT
17592 17th STREET, SUITE 100 RA_S/_S (?F RF*AP/A/rI1Z-
Q (�
BEFORE DAYS °BEFERE
YOU DIG You Dili
TOLL FitEE - - 1-800-227-2600
A PUBLIC SERVICE BY UNDERGRELIND SERVICE ALERT
A VE.
TUSTIN, CA. 92780 THE CENTERLINE OF MILLER AVENUE WHICH BEARS N89'57'10"E AS SHOWN ON
(714) 721-7788 OFFICE RECORD OF SURVEY BOOK 33, PAGE 94 RECORDS OF SAN BERNARDINO COUNTY
(714) 368-0012 FAX
SHEET INDEX
PARCEL MAP BOUNDARY UNE - -x- x- -x- -
DENOTES EXISTING WROUGHT IRON
FENCE
-
DENOTES CENTERLINE
PLAN AND PROFILE
2
EA
2
CONSTRUCT SEWER LATERAL PER STD. 2005. L=18' EACH.
54
LF
EXISTING
PALM
352
- - - - - - - -
DENOTES EXISTING LOT LINE
TRENCH PER CITY STD 1008.
BW =
BACK OF WALK
®
INSTALL SEWER CLEANOUT AND CLEANOUT BOX PER CITY
DENOTES FLOWLINE
EA
EXISTING
TREE
CB =
- - -(12"W)- - -
DENOTES EXISTING WATER LINE
INSTALL 8" SEWER CAP AT END OF 3' SEWER STUB.
1
EA
MVC =
CONSTRUCT 6.5" MIN. A.C. PAVEMENT OVER 12" MIN. OF
CL =
®yyV
EXISTING
WATER VALVE
44.6
- - -(8"S) - - -
DENOTES EXISTING SEWER UNE
PAD ELEVATION
DDC =
DOUBLE DETECTOR CHECK
RPBA =
- - -(2"G) - - -
DENOTES EXISTING GAS LINE
OWN!
EXISTING
WATER METER
DI =
DROP INLET
DENOTES EXISTING CHAIN LINK FENCE
El GM
EXISTING
GAS METER
S =
- - - - -OH- - - - -
DENOTES EXISTING OVERHEAD POWERLINE
CQ.2
EXISTING
POWER POLE
EG =
-------1200 --------
EXISTING CONTOUR
Ht3
EXISTIN
EASTERLY FROM PL
TOP OF CURB
EP =
EDGE OF PAVEMENT
TF =
TOP OF FOOTING
EVC =
END OF VERTICAL CURVE
EXISTING WALL
TOP OF GRATE
FF =
FINISH FLOOR
TW =
TOP OF WALL
FG =
o MB
EXISTING
MAILBOX
FL =
- - - - - - - -
DENOTES PROPOSED FIRE ACCESS EASEMENT
WESTERLY FROM PL
INDICATES NEW A.C. PAVEMENT
INDICATES EXISTING A.C. PAVEMENT
I T
T ( `• INDICATES EXISTING GRAVEL DRIVEWAY
I I INDICATES EXISTING CONCRETE
5 S c
j STA. 771+09.67
MILLER AVE.
I I
328.03' I 59.17 INV. ® PROPOSED INFILTRATION BMP SIZE PER PLAN
- - -
( 59.11 INV- -
) 59.05 NI V.
68EXISTING FIRE HYDRANT
- �B PROPOSED SEWER MANHOLE
A VENUE (PUBLIC 'qTA 71 4� - -
PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OWNER/DEVELOPMENT.• SOURCE OF TOPOGRAPHY:
OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF SECURED INCOME GROUP, INC., A FIELD SURVEY PERFORMED BY CORNERSTONE LAND SURVEYING, INC. ON
WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM CALIFORNIA CORPORATION AUGUST 1. 2013.
THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL ATTN: MR. MAX MCDERMOTT
17592 17th STREET, SUITE 100 RA_S/_S (?F RF*AP/A/rI1Z-
Q (�
BEFORE DAYS °BEFERE
YOU DIG You Dili
TOLL FitEE - - 1-800-227-2600
A PUBLIC SERVICE BY UNDERGRELIND SERVICE ALERT
A VE.
TUSTIN, CA. 92780 THE CENTERLINE OF MILLER AVENUE WHICH BEARS N89'57'10"E AS SHOWN ON
(714) 721-7788 OFFICE RECORD OF SURVEY BOOK 33, PAGE 94 RECORDS OF SAN BERNARDINO COUNTY
(714) 368-0012 FAX
SHEET INDEX
SHEET NO.
DESCRIPTION
1
TITLE SHEET
2
PLAN AND PROFILE
CONSMUC71ON NOTES AND ES77MA TE OF QUAN7777ES
Q
DESCRIPTION
QUANTITY
UNIT
O1
CONSTRUCT MANHOLE PER STD. 2000 AND 2001.
2
EA
2
CONSTRUCT SEWER LATERAL PER STD. 2005. L=18' EACH.
54
LF
OINSTALL
8" VCP EXTRA STRENGTH SEWER PIPE AND REPAIR
352
LF
HP =
TRENCH PER CITY STD 1008.
BW =
BACK OF WALK
®
INSTALL SEWER CLEANOUT AND CLEANOUT BOX PER CITY
3
EA
L =
CITY STD 2005 AND STD 2006.
CB =
CATCH BASIN
5
INSTALL 8" SEWER CAP AT END OF 3' SEWER STUB.
1
EA
MVC =
CONSTRUCT 6.5" MIN. A.C. PAVEMENT OVER 12" MIN. OF
CL =
CENTER LINE
6
O
95% COMPACTED NATIVE SUBGRADE PER CITY STD 400.
44.6
TON
SHOULD CONSTRUCTION OF THE REQUIRED S
IMPROVEMENTS NOT COMMENCE WITHIN TWO
YEARS OF THE DATE OF APPROVAL SHOWN=
W
HEREON AND CARRIED FORTH IN A DILIGENT No.M2
MANNER, THE CITY ENGINEER MAY REQUIRE * ExP•�18�17
REVISIONS TO THE PLANS TO BRING THEM INTO CIVIL
�
CONFORMANCE WITH STANDARDS IN EFFECT. of c���
Cornerstone Land Surveying, Inc.
Civil ■ Surveying ■ Planning DRAWN BY:
958 N. Temescal Circle RAV
Corona, CA 92879 DESIGNED BY:
(951) 70200 RAV
CHECKED BY-
SCL
CITY OF FONTANA, CALIFORNIA
SEWER IMPROVEMENT PLAN
• z• i
R.C.E. 51152 DATE:
SCALE:
AS -SHOWN
DAIS.
10-16-15
DRAWING NO.: q
5401 /
ABBREWA 77ONS
AC =
ASPHALT CONCRETE
FS =
FINISH SURFACE
BO =
BLOW OFF
GB =
GRADE BREAK
BTM =
BOTTOM
GF =
GARAGE FINISH FLOOR
BVC =
BEGIN VERTICAL CURVE
HP =
HIGH POINT
BW =
BACK OF WALK
INV =
INVERT
CATV =
CABLE TELEVISION
L =
LENGTH
CB =
CATCH BASIN
LP =
LOW POINT
CF =
CURB FACE
MVC =
MIDDLE OF VERTICAL CURVE
CL =
CENTER LINE
WILY =
NORTHERLY FROM PL
CONC =
CONCRETE PAVEMENT
PAD =
PAD ELEVATION
DDC =
DOUBLE DETECTOR CHECK
RPBA =
REDUCED PRESSURE -
DF =
DRINKING FOUNTAIN
BACKFLOW ASSEMBLY
DI =
DROP INLET
S'LY =
SOUTHERLY FROM PL
DW =
DRIVEWAY
S =
SLOPE
E =
ELECTRIC
SS =
SANITARY SEWER
EG =
EDGE OF GUTTER
TB =
TOP OF AC BERM
E'LY =
EASTERLY FROM PL
TC =
TOP OF CURB
EP =
EDGE OF PAVEMENT
TF =
TOP OF FOOTING
EVC =
END OF VERTICAL CURVE
TG =
TOP OF GRATE
FF =
FINISH FLOOR
TW =
TOP OF WALL
FG =
FINISH GRADE
VCP =
VITRIFIED CLAY PIPE
FL =
FLOWUNE
WILY =
WESTERLY FROM PL
Cornerstone Land Surveying, Inc.
Civil ■ Surveying ■ Planning DRAWN BY:
958 N. Temescal Circle RAV
Corona, CA 92879 DESIGNED BY:
(951) 70200 RAV
CHECKED BY-
SCL
CITY OF FONTANA, CALIFORNIA
SEWER IMPROVEMENT PLAN
• z• i
R.C.E. 51152 DATE:
SCALE:
AS -SHOWN
DAIS.
10-16-15
DRAWING NO.: q
5401 /