HomeMy WebLinkAbout4768-1GENERAL 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. 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 CITY ENGINEER.
4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY 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 CITY 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 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
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 THERETO. 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. CURVE DATA REFERS TO THE FACE OF CURB.
14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED.
15. 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.
16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH
MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER.
17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS,
MONUMENT TIES AND BENCH MARKS, SHALL BE 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.
18. 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.
19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL,
INCLUDING ADEQUATE WATERING, AT ALL TIMES.
20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25
MILES PER HOUR.
21. 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.
22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR.
23. 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.
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 FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE
TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS.
26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH
EXISTING CONCRETE.
27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF
THE SEWER LATERAL.
28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED,
INSPECTED AND APPROVED.
29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF
STREETS.
30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT.
31. 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.
32. 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 THE CITY OF
FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING.
33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED
GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING.
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.
35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS
AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER.
36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD,
WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
37. CONTRACTOR SHALL ENSURE THAT EXISTING IRRIGTATION SYSTEMS WITHIN PARKWAYS ARE PROTECTED IN PLACE AND
REMAIN OPERATIONAL DURING CONSTRUCTION.
1, MIN. 5'
SAWCUT AND REMOVE MIN.
EXISTING PAVEMENT
Tr
ILLS'
Y F'
UTILITY PROVIDERS
SEWER
CITY OF FONTANA
8353 SIERRA AVENUE
FONTANA, CA 92335
(909) 350-6632
GAS
SOUTHERN CALIFORNIA GAS CO.
SAN DIMAS CA 91773
(800)427-2000
WA TER
WEST SAN BERNARDINO COUNTY WATER DISTRICT
855 WEST BASELINE, P.O. BOX 920
RIALTO, CALIFORNIA 92377-0920
(909) 875-1804
TELEPHONE
SBC PACIFIC BELL
(800) 750-2355
ELECTRIC
RON CARDENAZ
SOUTHERN CALIFORNIA EDISON
(909) 357-6240
CABLE - TV
ADELPHIA COMMUNI CA TIONS
5944 SYCAMORE COURT
CHINO, CA 91710
(909) 591-9571
UNAUTHORIZED CHANGES AND USES
CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR,
OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS.
NOTES.
CITY ACCEPTANCE OF PLANS DOES NOT RELIEVE THE 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 ENGINEER FOR REVIEW.
CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED
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 PROPERTY,' 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
PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH
THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE
NEGLIGENCE OF DESIGN PROFESSIONAL.
PRIVATE ENGINEER'S NOTICE TO CONTRACTORS
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 REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES
SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS.
ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO
THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE
PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS
SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S.
DEPARTMENT OF LABOR, AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL
RELATIONS' "CONSTRUCTION SAFETY ORDERS".
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".
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 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 ANY LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR
ENGINEER.
REMOVE EXISTING AC CURB OR GRIND 0.15' MIN.
CURB & GUTTER WHERE APPLICABLE EXISTING PAVEMENT
AND OVERLAY 0.10' MIN.
NEW PA VEMEN T
EXISTING PAVEMENT
REMOVE EXISTING REDWOOD-`
HEADER WHERE APPLICABLE
rl�.JOIN EXISTING PAVEMENT DETAIL
NOT TO SCALE
BASIS OF BEARING
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE
COORDINATE SYSTEM ZONE 5. BASED LOCALLY ON THE COUNTY OF SAN
BERNARDINO GPS STATION 20377 FILED IN BOOK 004015 PAGE 001548 ON
FILE IN THE OFFICE OF THE COUNTY SURVEYOR OF SAID COUNTY AND GPS
STATION 20384 FILED IN BOOK 004015 PAGE 001555 ON FILE IN THE OFFICE
OF SAID COUNTY SURVEYOR.
2„ 6„ 2"
R=1 71'r I
TD TP ELEVA TION
SHOWN ON PLANS
A.
TACK COA T
NO TE:
CONSTRUCTION NOTES
THE QUANTITIES SHOWN HEREON ARE ESTIMATES ONLY. THE CONTRACTORS SHALL PREPARE
THEIR OWN QUANTITIES AND BID A COMPLETE JOB.
A. CONTRACTOR TO ADJUST ALL VALVE COVERS AND MANHOLE RIMS TO GRADE
AFTER FINAL PAVING HAS BEEN INSTALLED.
O2 CONSTRUCT CONCRETE CURB AND GUTTER PER CITY OF FONTANA STD. NO. 1000 (8" CURB AND GUTTER).... 625 LF
CONSTRUCT 5' WIDE CONCRETE SIDEWALK PER CITY OF FONTANA STD. NO. 1006 ................................... 3273 SF
O
*O CONSTRUCT 6.5" MIN. AC OVER 12" MIN. 957 COMPACTED NATIVE SUBGRADE...................................... 7294 SF
15 CONSTRUCT DRIVEWAY PER CITY OF FONTANA STD. PLAN NO. 1002 (SHEET 2 OF 2) .................................. 4 EA
19 INSTALL REDWOOD HEADER PER DETAIL ON SHEET 1........................................................................... 81 LF
20 CONSTRUCT 6" AC DIKE PER CITY OF FONTANA STD. DETAIL 136............................................................ 3 EA
27 USE EXTREME CAUTION AND PROTECT EXISTING UTILITIES IN PLACE WHILE WORKING IN THIS AREA .................
2s ADJUST VALVE COVER TO GRADE AFTER FINAL PAVING HAS BEEN INSTALLED ............................................ 3 EA
so SAWCUT AND REMOVE EXISTING AC PAVING....................................................................................1245 SF
s1 SAWCUT AND REMOVE EXISTING PCC CURB & GUTTER..........................................................................80 LF
s2 SAWCUT AND REMOVE EXISTING PCC SIDEWALK.................................................................................400 SF
79 RELOCATE EXISTING IRRIGATION CONTROL VALVES AND BOXES................................................................ 1 EA
so RELOCATE EXISTING FIRE HYDRANT BY OTHERS................................................................................... 1 EA
85 RELOCATE EXISTING TRAFFIC SIGN.................................................................................................... 1 EA
92 EXISTING OVERHEAD POWER LINES TO BE UNDERGROUNDED BY EDISON COMPANY .......................................
93 EXISTING POWER POLE TO BE REMOVED BY EDISON COMPANY................................................................ 5 EA
8 REMOVE EXISTING STANDPIPE.......................................................................................................... 1 EA
14o COLD PLANE EXISTING AC MINIMUM 0.15' DEPTH & AC OVERLAY TO MATCH EXISTING ..............................11592 SF
8
18s EXISTING GUY POLE AND APPURTENANCES TO BE REMOVED BY EDISON COMPANY ....................................... 1 EA
8
421 RELOCATE OR REMOVE EXISTING POWER POLE/STREET LIGHT AS DIRECTED BY CITY ENGINEER ....................... 1 LS
8
425 REPLACE EXISTING STRIPING IN KIND...............................................................................................350 LF
431 ADJUST EXISTING WATER VALVE COVER TO PROPOSED SIDEWALK GRADE .................................................. 1 EA
432 INSTALL 9500 LUMEN HPSV STREET LIGHT PER STREET LIGHT IMPROVEMENT PLAN DWG. NO. 3789LT............... 3 EA
2" x 4"
REDWOOD
HEADER AC PAVING
-00 10"
TYPICAL ASPHALT CONCRETE CURB
BENCHMARK ELEV. 1077.40
LOCATION:
CHISELED BOX IN EASTERLY TOP OF CURB
TAMARIND AVE., 60' SOUTH OF TAMARIND CT.,
500' SOUTH OF SLOVER AVENUE.
NOT TO SCALE
NO. I REVISION DESCRIPTION
*SEE GENERAL NOTES 31 & 32.
WEST
R/W
68'
,_ 34' CL
FUTURE
EAST
R/W
I CITY OF FONTANA R/W COUNTY OF SAN BERNARDINO R/W I
EXISTING 5' 14' _ _ 8' _ _ 22' _ , _ 12'
0
EDGE OF .5'
PAVEMENT 12`_
3:1 MAX.
-5
ORIGINAL GROUND
SAWCUT & JOIN
EXISTING AC/AB
_ 2xEXISTING
I _
_ _ I EDGE OF
=- __� j�AVE`�IENT
L_ ��
FUTURE CURB
140
J AND GUTTER
10'f
EXISTING AC/AB
1 60
MIN.
TAMARIND AVENUE - TYPICAL SECTION
STA. 43+42.21 TO STA. 46+72.41
HORIZ: 1'=20'
VERT: 1'=2'
T.►.=6.5
EXISTING
WEST EAST
R/W 68' R/W
VARIES 37.64'-46' CL 30'
owl
CITY OF FONTANA R/W COUNTY OF SAN BERNMI)INO R/W I
12' VARIES VARIES 22'
EXISTING (0'-16.5') (8.64'-32.50')
EDGE OF __ - 5 SAT &JOIN
PAVEMENT 12� EXISTI G AC/AB
EXISTI G '
3:1 MAX. I _ __ ?�'� EDGE F_ _
NT
5 _ _ - - - ' FUTURE CURB
ORIGINAL GROUND L .1 U AND GUTTER
140
2 VARIES
(7.64'-31.50')EXISTING AC/AB
1. so
MIN.
TAMARIND AVENUE - TYPICAL SECTION
STA. 66+62.46 TO STA. 60+17.32
DATE I ENGR. I CITY I DATE
HORIZ: 1-20
VERT.: 1'=2'
T.1.-6.5
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 STANDARDS IN EFFECT.
Q�pFESS/pNgl
GE H.
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C-1.)NO. 33366 On
rri
� EXPIRATION
6-30-2014
sT F CIVIC D��Q'
9T OF C\F �
ABBREVIATIONS
VC .......
VER TI CAL CURVE
TP .......
TOP OF PA VEMEN T
TC .......
TOP OF CURB
EL .......
ELEVA TION
FL .......
FLOWLINE
FG .......
FINISH GRADE
FS .......
FINISH SURFACE
CF .......
CURB FACE
GB .......
GRADE BREAK
HP .......
HIGH POINT
INV .......
INVERT ELEVATION
TG .......
TOP OF GRATE
CB .......
CA TCH BASIN
RD .......
ROOF DRAIN
LD .......
LOCAL DEPRESSION
EP ........
EDGE OF PA VEMEN T
COTG. ...
CLEANOUT TOP OF GRATE
SMH ......
SEWER MANHOLE
R .........
RIDGE LINE
P.I.P......
PROTECT IN PLACE
CL .......
CENTERLINE
D WY......
DRI VEWA Y
SLOVER AVEN�IE
SHEET INDEX MAP
NOT TO SCALE
SHEET INDEX
SHEET NO.
DESCRIPTION
1
TITLE SHEET
2
SANTA ANA AVENUE PLAN & PROFILE
3
TAMARIND AVENUE PLAN & PROFILE NORTH OF SANTA ANA
4
TAMARIND AVENUE PLAN & PROFILE SOUTH OF SLOVER AVE
LEGEND
s CONSTRUCT 6.5" MIN. AC OVER 12" MIN. 951' COMPACTED NATIVE SUBGRADE
60 SAWCUT AND REMOVE EXISTING AC PAVING
140 COLD PLANE EXISTING AC MINIMUM 0.15' DEPTH & AC OVERLAY TO MATCH EXISTING
LINE OF SIGHT
Huitt-Zollars, Inc. Ontario
3990 CONCOURS, SUITE 450 * ONTARIO, CALIFORNIA 91764 * (909) 941-7799
APPROVED BY MAURICE H. MURAD
R.C.E.
33366
EXPIRES DATE
6-30-14 t2-
3
0
s
CITY OF FONTANA, CALIFORNIA
N
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'D_DOO W1ENrFH7 pLQH�
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Ir
DRAWN BY:P.M. NO. 16264 - SIERRA BUSINESS PARK SCALE:
H -Z STAFF TAMARIND AVENUE As SHOWN
DESIGNED BY: TI ET DATE: N
M. H. M. CO STRUC ON S UANTITY ESTIMATE 05-18-2-012
CHECKED B A PR VED N
DWG. NO.:
7•Z6-• 1ai
M.H.M. CITY ENGINEER R.C.E. 51152 DATE: .4768 4