HomeMy WebLinkAbout3013-1GENERAL 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. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA 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 CITY LIMITS. CALL (909) 350-7610.
3. 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.
4. CURVE DATA REFERS TO THE FACE OF CURB.
5. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED.
6. ALL UNDER GROUND UTILITIES SHALL BE INSTALLED TESTED AND APPROVED PRIOR TO
PAVING OF STREETS.
7. 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 THERETO.THE CONTRACTOR SHALL CONTACT UNDERGROUND
SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION.
8. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED
GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING.
9. 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.
10. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD,
WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
11. TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE DETERMINED AT THE
TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS.
12. WHEN CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CANNOT BE RESOLVED
BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL
IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION.
13. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO
PLACEMENT.
14. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH
EXISTING CONCRETE.
15. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED,
INSPECTED AND APPROVED.
16. THE WALLS AND FACES 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 MOVEMENT.
17. 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.
18. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR,
19. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL. MUD, SILT OR DEBRIS TO BE
DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT-OF-WAY DURING
CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL.
20. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES,
DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES.
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. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER.
23. 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.
24. 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.
25. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES
OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER.
26. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY
MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CML
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.
27. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION
AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER
COMPLETION OF ROUGH GRADING.
28. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL
STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO
CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING.
29. 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.
30. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT
PRIOR APPROVAL OF THE INSPECTOR.
31. THE SEWER CONTRACTOR SHALL STAMP AN "S' IN THE FACE OF THE CURB AT THE
LOCATION OF THE SEWER LATERAL.
32. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL,
INCLUDING ADEQUATE WATERING, AT ALL TIMES.
33. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS
AND PROCEDURES DESCRIBED IN THE "W.A.T.C.H. MANUAL", LATEST EDITION UNLESS
OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER.
34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING,
STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF
THE CITY TRAFFIC ENGINEER.
36. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES
EXCEED 25 MILES PER HOUR.
37. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS
AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER.
PRIVATE ACCESS:
CITY TO PROVIDE TEMPORARY CONSTRUCTION
ACCESS LETTERS PRIOR TO CONSTRUCTION.
ACCESS TO ALL PARCELS MUST BE MAINTAINED
BY THE CONTRACTOR AT ALL TIMES DURING
THE DURATION OF CONSTRUCTION.
CITY OF FONTANA
SIERRA AVENUE STREET IMPROVEMENT PLAN
STATION 109+50.00 TO STATION. 125+86.55
CITY OF FONTANA UTILITY NOTIFICATION LIST
CITY OF FONTANA PACIFIC BELL CO.
ATTN: CARLOS NAVARRO ATTN: VIRGINIA BECKER
8353 SIERRA AVENUE 3939 E.CORONADO STREET
FONTANA, CA 92335 ANAHEIM, CA 92807
(909) 350-6632 (714) 666-5467
SO. CALIFORNIA GAS COMPANY COMCAST (CABLE TV)
ATTN: ALAN KESELOFF ATTN: JACK HAYES
16231 VALLEY BLVD. 1205 DUPONT AVENUE
FONTANA, CA. 92335 ONTARIO, CA. 91761
(909) 335-7781 EMERGENCIES? (800) 427-2200 909) 390-4777 X 3055
GENERAL TELEPHONE COMPANY
SO. CALIFORNIA EDISON COMPANY ATTN: STEVE HOCK
ATTN: JAIME AMESZCUA 1400 E. PHILLIPS BLVD.
(909) 357-6581 ONTARIO, CA. 91766
7951 REDWOOD AVE.
FONTANA, CA. 92335
909820-5598 - UNDERGROUND FONTANA WATER COMPANY
909 820-5137 - TRANSMISSIONS ATTN: AL KROHN
213 637-1233 - PIPELINES 8440 NUEVO AVENUE
909 357-6589 - DISTRIBUTION FONTANA, CA 92335
800 422-4133 (909) 822-2201 X 323
FAX: (909) 823-5046
CRAWFORD CANYON MUTUAL WATER CO.
ATTN: BILL VANDERKIEFT, JR.
(619) 868-6040
UNDERGROUND SERVICE ALERT
(800) 227-2600
PRIVATE ENGINEER'S NOTICE TO CONTRACTORS
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES 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
THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE
DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON-
SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT
SHOWN ON THESE DRAWINGS.
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS-
IBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION
OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS
SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;
AND THAT THE CONTRACTOR SHALL DEFEND. INDEMNIFY, AND HOLD THE OWNER
AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY. REAL OR ALLEGED,
IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING
FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE
ENGINEER.
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT
ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK.
CONSTRUCTION NOTES AND QUANTITY ESTIMATE QUANTITY
1D-- CONSTRUCT 6 1/2- A.C. PAVEMENT (MIN.) OVER 12" OF
518 TONS
COMPACTED NATIVE MATERIAL (SEE GENERAL NOTES 27 & 28)
850
O2 --
CONSTRUCT 8" CURB WITH 18" GUTTER PER
930 L.F.
10601 CHURCH STREET, STE.107
CITY OF FONTANA STD. PLAN NO.1003
RANCHO CUCAMONGA, CA 91730
3�-
CONSTRUCT 4" PCC SIDEWALK PER CITY OF FONTANA
4,180 SF.
SCALE
STD. PLAN NO. 1015; S=5'
32
O4 --
CONSTRUCT 1.5" (MIN.) VARIABLE THICKNESS A.C. CAP
343 TONS
5�-
CONTRUCT DRIVEWAY APPROACH PER CITY OF FONTANA
2,552 S.F.
PRODUCTS OR EQUAL APPROVED
STD. PLAN NO. 102 - B; W=PER PLAN
wa) METE(L 5' UPSfATON , <Hr. s
6
INSTALL 22,000 LUMEN H.P.S.V. STREET LIGHT, COBRA HEAD
3 EA.
EA.
CUT OFF LENS ON 30 ORNAMENTAL POLE PER CITY OF FONTANA
30 INSTALL STREET LIGHT CONDUIT & PULL BOXES PER S.C.E. STREET
930
STD. PLAN NO. 1016 -"INSTALLED BY S.C.E."
GRIND
O9 ---
AE)dIJS:F WATER VALYIE eE)YER TE) GRADE
GRIND EXISTING A.C. PAVEMENT - 1" MINIMUM
9) I= A.
17,600 S.F.
10
CONSTRUCT 3" A.C. OVER 95% COMPACTED NATIVE
X330 S.F.
11
CONSTRUCT 6" PCC PVT DRIVEWAY OVER 95% COMPACTED NATIVE
260 S.F.
12
RELOCATE EXIST. WATER METER AND RECONNECT TO EXIST. HOUSE
5 �•
32 ABANDON EXIST. WATER METER AT MAIN PER FONTANA WATER CO. STD'S.
CONNECTION AS REQU'D, SEE SPECIAL NOTES 2 & 3
EA.
13
DEMOLISH AND REMOVE EXIST. IRRIGATION VAULTS AND APURTENANCES
L.S.
PER SHEET 4 OF 5, CITY ENGINEER AND FIELD CONDITIONS
33 INSTALL 2" WATER SERVICE PER FONTANA WATER CO. STD. (METER SIZE
14
RELOCATE EXIST. MAILBOX PER APPLICABLE SITE DETAIL
7 EA.
PER OWNER) AND RECONNECT TO EXIST. HOUSE CONNECTION AS REQU'D
SHEET NO'S 3 AND 4 - 2' BACK OF CURB & 4' HIGH (5' HIGH MAX.)
15
CONSTRUCT 8" SLUMPSTONE BLOCK AND WROUGHT IRON
252 L.F.
EA.
FENCE PER DETAILS ON SHEET NO. 3
TO EXIST. HOUSE CONNECTION AS REQU'D
16
RELOCATE EXIST. WROUGHT IRON GATE PER DETAIL ON SHEET 3
2 EA.
35 NO METER INSTALLED IN METER BOX
AND APPLICABLE CONST. NOTE 19 OR 20
EA.
17
INSTALL 6' HIGH CHAIN LINK FENCE PER APWA-SCC STD PLAN
190 L.F.
L.F.
NO. 600-1 SHEET NO. 4 & DETAILS SHEET NO. 3
BY CONTRACTOR FOR FUTURE PILASTER LIGHTS (FUTURE LIGHTS AND
18
INSTALL CHAIN LINK GATE PER APWA-SCC STD. PLAN 600-1
4 EA.
INSTALLATION BY OWNER)
SHEET NO. 4, W= PER PLAN
19
RELOCATE EXIST. ELECTRIC GATE CONTROLER WITH REMOTE AND TRACK PER 1 EA.
MANUFACTURER AND CONST. NEW SLAB & "V" TRACK DETAILS ON SHEET
3.
20
INSTALL ELECTRIC GATE CONTROLER AND "V" TRACK PER MANUFACTURER
1 EA.
ANY WORK WITHIN PRIVATE PROPERTY. ACCESS TO ALL PROPERTIES MUST BE
AND CONTROL SLAB & "V" TRACK DETAILS ON SHEET NO. 3.
21
CONSTRUCT 16" SLUMPSTONE PILASTER PER DETAIL SHEET
13 EA.
NO. 3.
2. WATER CONNECTIONS SHALL BE 1" P.V.C. FROM METER TO HOUSE. VERIFY
22
INSTALL 1" SCH. 40 P.V.C. CONDUIT TO HOUSE / P.O.C. AND
7 EA.
ANY OTHER SERVICE DISRUPTIONS AND RESOLVE WITH CITY AND OWNER.
WIRE CONTROLER PER MANUFACTURER SPECS.
23
REMOVE EXISTING AC PAVEMENT, DRIVEWAY OR SIDEWALK
5,000 SF.
24
REMOVE EXISTING BLOCK WALL AND SALVAGE W.I. FENCE
65 L.F.
TOLL FREE -800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
120'
60' 60'
3 0' 30' 41' 19'
9' 2 4' 17' 6'
3 10' f 5'
IN
(VAR) w 3
�3 � o 0
w og 4 9 og 0� w
Z z o 2 a
ty> E>
n
00 A�o 0 p o
20,-,
EX. GR. 1
EX. AC PVMT.,/
FUT. C & G--w-.I
EX. AC BERM 1
FROM STA. 109+90 TO 112+90
FROM STA. 117+00 TO 124+50
TYPICAL SECTION
120'
60' 60'
30' 30' 41' 19'
9' 24 17' 6'
3
3 3 10' f 5'
(VAR w 3
�'3 > > O
x g 4 9 5 v�
I.L. w o _Z w 3Q w a
�> 0>p N 2
2.
EX. GR
I
FUT. C & G EX. AC PVMT.
EX. AC BERM 1 7 m ,
1
FROM STA116+50 TO 117+00
FROM STA124+50 TO 125+75
TYPICAL SECTION
SCALE: HOR. 1'=20'
VER. 1'=2'
T.I. = 10.5
EA
jj
VICINITY MAP
SCALE: 1"=500'
BENCH MARK
CALIFORNIA DEPARTMENT OF TRANSPORTATION
ELEVATION: 1497.615
FOUND CALTRANS BRASS DISC IN EAST PARKWAY
SIERRA AVENUE 450' SOUTH OF SOUTH HIGHLAND
STAMPED 24-A-95
EARTHWORK
RAW CUT 930 C.Y.
RAW FILL* 260 C.Y.
* INCLUDES IRRIGATION VAULTS
CONSTRUCTION NOTES (CONT.) QUANTITY
REMSION DESCRIPTION
DATE
25 CRUSH IN PLACE UNLESS DIRECTED BY CITY ENGINEER TO REMOVE, OR
850
L.F.
OF THE INLAND EMPIRE
SLURRY BACKFILL EXISTING IRRIGATION LINES.
10601 CHURCH STREET, STE.107
MNS/JKD
RANCHO CUCAMONGA, CA 91730
26 PLUG EXISTING CONCRETE PIPE PER FONTANA WATER COMPANY &/OR
2
EA.
SCALE
CITY ENGINEER.
27 INSTALL SIDEWALK DRAIN PER FONTANA STD. DETAIL 124-A SIZE 1
32
L.F.
LEGEND
28 INSTALL NO. 3 DRAIN BOX W1 CAST IRON GRATEBY BROOKS
1
EA.
BY: /
PRODUCTS OR EQUAL APPROVED
3,
wa) METE(L 5' UPSfATON , <Hr. s
AC PAVEMENT
29
�- POWER POLE OR GUY WIRE RELOCATED BY UTILITY'r
2
EA.
Z AC OVERLAY
30 INSTALL STREET LIGHT CONDUIT & PULL BOXES PER S.C.E. STREET
930
L.F.
GRIND
LIGHT PLAN
31 INSTALL 4" DRY SEWER LATERAL & HOUSE CLEANOUT IN PARKWAY
7
EA.
��� � REMOVAL
AS SHOWN PER FONTANA STD. DETAIL 125, 125 A & 125 B; AS
ADZD MAILb6X MOVED VATf.R METE -R
MODIFIED PER DETAIL HEREON
o-- PROTECT IN PLACE ,
32 ABANDON EXIST. WATER METER AT MAIN PER FONTANA WATER CO. STD'S.
1
EA.
BQ-- RELOCATE PER PLAN
33 INSTALL 2" WATER SERVICE PER FONTANA WATER CO. STD. (METER SIZE
1
EA.
C REMOVE
PER OWNER) AND RECONNECT TO EXIST. HOUSE CONNECTION AS REQU'D
34 INSTALL 1" WATER SERVICE PER FONTANA WATER CO, STD. AND RECONNECT
1
EA.
TO EXIST. HOUSE CONNECTION AS REQU'D
35 NO METER INSTALLED IN METER BOX
1
EA.
36 INSTALL 1" SCH 40 P.V.C. CONDUIT UNDER DRIVEWAY AND IN PILASTER
50
L.F.
BY CONTRACTOR FOR FUTURE PILASTER LIGHTS (FUTURE LIGHTS AND
INSTALLATION BY OWNER)
SPECIAL NOTES:
SPECIAL NOTES (CONT.):
1. CONTRACTOR MUST NOTIFY HOMEOWNERS A MINIMUM OF 48 HOURS PRIOR TO
5.
ALMANZA (APN240-361-63) PROPERTY;
ANY WORK WITHIN PRIVATE PROPERTY. ACCESS TO ALL PROPERTIES MUST BE
a, EXISTING LEMON TREE IN CONFLICT WITH PROPOSED
MAINTAINED AT ALL TIMES DURING CONSTRUCTION.
IMPROVEMENTS SHALL BE REPLACED WITH A MYERS
2. WATER CONNECTIONS SHALL BE 1" P.V.C. FROM METER TO HOUSE. VERIFY
LEMON TREE. PLANTING LOCATION TO BE DETERMINED
ANY OTHER SERVICE DISRUPTIONS AND RESOLVE WITH CITY AND OWNER.
BY OWNER. WATERING SHALL BE THE RESPONSIBILITY
OF THE OWNER.
K WATER PRESSURE PRIOR TO MAKING ANY HOUSE CONNECTIONS AND
-
NNI
Pt
f `r
RASE
i
I U)
;I
INDEX MAP
SCALE: 1"=200'
SHEET INDEX
SHEET 1 OF 5 TITLE SHEET
SHEET 2 OF 5 PLAN AND PROFILE
SHEET 3&40F 5 CONSTRUCTION DETAILS
FOR PRIVATE IMPROVEMENTS
SHEET 5 OF 5 SIGNING AND STRIPING PLAN
SEWER MAIN
J;
4-45 WYE 45".1/8 KENO I
�I - y �t
ff PLAN s
vJ
/SEETANDARDS 125A CONSTRUCT =
AND 125 SON SEWER PER PLAN .' N 1 cc ,
CLEANOUT BOXES
19. ar...
0' -
U
J Z •t
Z .ti Y yy pg!
U
Z
w
4'= V.C.P. R IS
ER- /4"- 45 W YE
4 i*CP LATERAL
45e-I/B
PROVIDE WATER TIGHT _
_ BEND
PLASTIC PLUG W/=< k
TIGHTENING BANDS -(D MIN. 2% SLOPE UNLESS
OTHERWISE DIRECTED BY
CITY. ENGINEER Fr,
MAIN -
A
ELEVATION SEWER ~firms.
CONSTRUCTION . NOTES
L RESIDENTIAL SEWER SHALL BE 4" MINIMUM V.C.P PAPE.
2.ALL COMMERCIAL SEWER CONNECTIONS SMALL BE 6 V.C.B
SEWER LATERAL,WYE 1# RISER. !�
S.ALL SEWER CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY 1 s
SHALL BE VITRIFIED CLAY PIPE.
4. CONCRETE BOX SHALL BE. INSTALLED wHENEVER L011311AL,
RISER WILL BE IN A CONCRETE AREA, IE. DRIVEWAY EW IMIM.
SEE STANDARD DETAIL 125A.
5. PLASTIC BOX SHALL BE INSTAI�,LED WHENEVER LATERAL.
RISER WILL BE IN TURF AREA, E. PARKWAYS elf 0 cw _
SEE STANDARD DETAIL 1250
PAylged 5-93^�:
CITY OF FONTANA, CALIFORNIA DRANN BYE✓' Y_
SEWER LATERAL HOUSE CLEANOUT: CHECKED BY
APPROVED+ las •/R r 1 ��1`
DATE
3. CHEC pFESSx
INSTALL PRESSURE REGULATOR IF MORE THAN 55 P.S.I. ��Mq RECORD DRAWING_
O 0
4. WILSON (APN240-361-62) PROPERTY; cr p���N S
a. SHRUBS AND TREES NOT OTHERWISE SPECIFIED ON THESE PLANS AND IN THESE RECORD DRAWINGS HAVE BEEN PREPAnt-: IN
CONFLICT WITH THE PROPOSED IMPROVEMENTS SHALL BE RELOCATED % Q No. 62183 PART, CN THE BASIS OF INFORMATION COMPILED AND
PER OWNER. "Exp 30 d5 FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
b. CONTRACTOR SHALL GET WRITTEN APROVAL FROM CITY OF FONTANA FOR HAVE BEEN
INGIBLE FOR ANY ERRORS T OMISSIONS WHICH
THE COLOR OF THE SLUMPSTONE BLOCK AND PILASTERS � ; * HAVE BEEN INCORPORIQID WTO THE DOCUMENTS AS
tt A RESULT THEREOF.
REV.
REMSION DESCRIPTION
DATE
ENGR
CITY
DATE
OF THE INLAND EMPIRE
DRAM BY'
10601 CHURCH STREET, STE.107
MNS/JKD
RANCHO CUCAMONGA, CA 91730
PHONE (909) 948-1311
DESIGNED BY:
SCALE
MCA
Date
CHECKED BY..
.C.E. 621W EXP. 9-30-05
MLB
BY: /
3,
wa) METE(L 5' UPSfATON , <Hr. s
3 (eS
qa)
Pq
•10•o
'4/03
01
I
•(
2.
KGV. 5SDWK.f1ZOM MEAN(�WG Tv S1�AtGFIT
�q�o3
6�'1
rj
•iO.O
ADZD MAILb6X MOVED VATf.R METE -R
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
Prepared Under The Supervision Of :
PREPARED IN THE OFFICE OF
a
* IIAADOLE AND ASSOCIATES, INC.
w
OF THE INLAND EMPIRE
DRAM BY'
10601 CHURCH STREET, STE.107
MNS/JKD
RANCHO CUCAMONGA, CA 91730
PHONE (909) 948-1311
DESIGNED BY:
SCALE
MCA
Date
CHECKED BY..
.C.E. 621W EXP. 9-30-05
MLB
SCALE IN FEET
0 1 2 3 4 z
CITY OF FONTANA, CALIFORNIA
a
w
STREET IMPROVEMENT PLAN
w
V)
TIT SHEET
SCALE
Z
DATE:
NOV. 2001
FORM 25 ± RTH OF MICALEF
w
Q
TO A V LLAGE PARKWAY
BY: /
DRAMINVG NO.: 1
2
3013 5
51152
CITY ENGINEER R.C.E. DATE
I
J:N661-1414\.streets\TITLEsht.dwg, 1128/200101:40:40
PM,
FS