HomeMy WebLinkAbout5144-1STREET DAPROVEAIIENT 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 M
SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED.E3 E PROVE,M
2. WHEN A TECHNICAL CONFLICT IS FOUND TO DIST IN THE CONTRACT DOCUMENTS THAT GW NOT BE RESOLVED BY REFERENCE TO
PRECEDENCE PROVISIONS IN THE 'GREEN BOOK', THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOOTHI L L OU L VA � D
FOR RESOLUTION.
3. ALL MAiERULLS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. UTjLjjY CQNTAM
4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION SAN BERNARDINO COUNTY FLOOD CONTROL COUNTY OF BAN B���A��I�O
PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST iW0 WORKING DAYS PRIOR TO THE 825 E. THIRD STREET, ROOM 140
START OF ANY WORK IN PUBUC RIGHT-OF-WAY WITHIN THE CITY UMITS. CALL (909) 350-7610. SAN BERNARDINO, CA 92415-0835
5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POIJCIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF PHONE: (909) 387-8256 CALIFORNIA
CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. ATTN: TOM WIWAMS
0
6. R SHALL BE THE RESPONSIBIUiIf OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT FONTANA WATER COMPANY +0 3
ALL TIMES. 15966 ARROW ROUTE �3 Z �
FONTANA, CA 92355 0
7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH PHONE: (909) 822-2201 � � W I
FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. ATTN: BRENDA FOWLER SF -IFFY 2
8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN GUARDED (5) FEET IN DEPTH SHALL BE GUARDBY SHORING, SLOPING OF THE SOUTHERN CALIFORNIA GAS COMPANY �
GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY Of THE STATE OF 1981 W. LUGONIA AVE.
loom-GWFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. REDLANDS, CA _ _
PHONE: (909) 335-7965 � ap 13+00 14+00 15+00 6+00 i7+t 18+00 19+00 2
9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT ATTN: ED SANTiLLAN _ F- I
PURPOSEAT&T DIRECTION OF STREET FLOW
1265 VAN BUREN ST. #I80-
tO.THE LOCATIONS OF UTIL.fTIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, R SHALL BE THE RESPONSIBILITY ANAHEIM, CA 92807
OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE pNnNF• (714) RRR-SRId
PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT
1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION.
ATTN: LEE QUEST
TITLE SHEET
2
PLAN AND PROFILE STA. 12+91.72 TO STA. 20+00.00
3
IPLAN AND PROFILE STA. 20+00.00 TO STA. 25+11.60
-BUILDING
B.O.W.
-BOTTOM OF WALL
B.W.
-BACK OF WALK .
SOUTHERN CALIFORNIA EDISON
SULTANA AVENUE.
CONC.
-CONCRETE
11.THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT UMITED TO, GAS, TELEPHONE,
7951 REDWOOD AVENUE
r
W
MAP
ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD
FONTANA, CA 92336
�
EXIST.
-EXISTING
E.P.
CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR
PHONE: (909) 549-5345
F
F.F.
SCALE: 1" = 100'
FACIUTIES.
ATTN: JEFF HUDSON
12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. TIME WARNER
CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 17777 CENTER COURT DR. 8TH FLOOR
13. CURVE DATA REFERS TO THE FACE OF CURB. CERRITOS, CA 90703
PHONE: (562) 677-0263
14. STATIONING REFERS TO THE CENTERUNE OF STREETS EXCEPT WHERE OTHERWISE NOTED. ATTN: JOHN CHRISTIANSEN
15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK FONTANA UNITED SCHOOL DISTRICT
9680 CITRUS AVENUE
TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION
FONTANA CA 92335
SHEET I�IDF,C
1
TITLE SHEET
2
PLAN AND PROFILE STA. 12+91.72 TO STA. 20+00.00
3
IPLAN AND PROFILE STA. 20+00.00 TO STA. 25+11.60
CONTROL STAKING DURING CONSTRUCTION. PHONE: (909) 357-5000 X 29455
16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION ATTN: SHERRI WHITTEN
TO THE CITY ENGINEER.
PROP. I x ol I PROP.
17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, R/W R W
SHALL BE DONE BY A REGISTERED CML ENGINEER OR UCENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS 1272 98 1272.95
A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TOFS
CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABUSHED FOR LATER REPLACEMENT OF THE MONUMENT. FS 19
777
r 211 FL _ 1272.76
FS
18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE 1272.49 2.6 61TC '' =,�:- .
........: 1272.72
FS _ 27 FL.: ;
MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. FS
1272.36K 32
•D : S: _.. PROP.
19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES.pROp, I '_- ::=T2 61 R W
;. . o 1272.48
20.ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. .1:2 i,:...' 12 C 1• F
_ 271. .STC ,3,
21.THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBUC OR PRIVATE CF �'' 1271 '
PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL1.8231.272.29T -
22.NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. \112711.58t' 1,11 2.32TC
12701 i2 - SEWER 1.65 FL
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. NOITMWEST COMM E)ET ►Ii NOITMEAST COF14M DETAIL
SCALE: 1" = 20' SCALE: 1 " = 20'
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. 1272.3
1 80 < 1271.6!
26.ALL EXPOSED CONCRETE SURFACES SHALL. CONFORM IN GRADE, COLOR AND FINISH :T0 MATCH EXISTING CONCRETE. .33T 127". 3ie
6 1271.46 FL
27.THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL +�='.�r: = 1 71.16TC
1270. C 0 CF
0 1271. 3TC
28.NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. _ _ 1270qi OT Ow CF
_ - = 1271.46 T F
29.ALL UNDERGROUND UTIUTIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 0 CF
'i 1271.34 TC2.
1270.53 FS'�-�, ' 2 0. 1 1270.67 FL r
30.APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT., g
Al PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS 1270.43 FS
-
OTHILL BOULVARD
.00 21+00- 22+00- 23+00 24+00 25+00 26+00
H
D
DIRECTION OF STREET FLOW IRECTION OF STREET FLOW
w
w
U
REMOVE EXIST.
A.C. PAVEMENT
ti
f
5
w VARIES
SEE PLAN SHEETS FOR
UMITS COLD PLANE TO -
FINISH SURFACE 0.12' PROVIDE 0.12' MIN.
AC OVERLAY
ftm
-------- - -- - --
--�
NEW AC PAVEMENT EXIST. AC
SEE TYPICAL SECTION PAVEMENT
COLD PLANE DETAIL:
N.T.S.
PROP EXIST
N'LY NTY
R/W R/W
- 1 60'
10' 50'
52'
8'I ; 33'
DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 1270.91TC - 1271.03TC :�_.�".-• "1271.71
0 CF - 1270.36 FL =-, FS
32.ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY PROP.
A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. R 12 0.55 FL ::-; I
25.6 I /
33.ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON 1270.34
COMPLETION OF PAVING. I
:FS.
34.UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL SOUTHWEST CORNER DETAIL SOUTHEAST CORNER DETAIL
DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. SCALE: 1" = 20' SCALE: 1 " = 20'
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, NATE BVC�NEER'S NOTE TOC CTOR
WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS,
OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE PAVENIEW
MARK- AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING
SAN BERNARD/NO F.B. 4015 PAGE 982 UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED - REMOVE EXISTING
7-15 (00510) TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON AC PAVEMENT
ELEVATION: 1286.018' THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND - CONSTRUCT NEW
DESCRIBED AS FOLLOWS: FD. GOOD COND. 0 S.R.R.R. & FOOTHILL BLVD. PER QUAD RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN ON ASPHALT PAVEMENT
341172. THESE DRAWINGS.
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBIUTY CONSTRUCT NEW
FOR JOB SITE CONDITIONS DURING COURSE OF CONSTRUCTION OF THIS PROJECT, `.>:.�-.�_�.'"� rPCC SIDEWALK
BAS OF AOS: INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL = : - CONSTRUCT NEW
- THE BEARINGS SHOWN HEREON ARE BASED ON THE CALIFORNIA STATE PLANE COORDINATE APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT
SYSTEM, ZONE 5, NORTH AMERICAN DATUM 1983, AS DETERMINED LOCALLY BY THE UNE THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE COUNTY OF SAN PCC DRIVEWAY
BETWEEN CSRC CORS STATIONS "SPMS" AND "BBRY", BOTH PUBLISHED ON CSRC DATA BERNARDINO, THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, / - GRIND AND OVERLAY
SHEETS, BEING N 70'55'51.62842" E (2007.0 EPOCH). 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.
A �
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV:
REVISION DESCRIPTION
DATE I ENGR. I CITY I DATE
EXIST PROP
FOOTHILL BLVD. S LY STY
C/L R/W R/W
60 1
50' 10'
52'
19':E 24' 28' 8'
I uw U I 2.
115 a = = 15
I VARIES VARIES ARIES VARIES I
2% I R=2.0% TO 3.5% (R=2.5 _3.59:) ' (R=0.75% TO 2.7%) R=1.50 TO 2.4% I 270
I EXIST. 16 1 EXIST. I 12
8 I EP' 1 VARIES E.P. 1 8
I VARIES 1
FOOIH I.J. E.VD. TYPICAL SECTM
STA 12+91.72 TO STA. 25+11.60
A.B.
-AGGREGATE BASE
A.C.
-ASPHALT CONCRETE
B.C.R.
-BEGINNING OF CURVE
BLDG
-BUILDING
B.O.W.
-BOTTOM OF WALL
B.W.
-BACK OF WALK .
C.L.F.
-CHAIN UNK FENCE
CONC.
-CONCRETE
C.F.
-CURB FACE
C.B.
-CATCH BASIN
Q
-CENTERLINE
E.C.R.
-END OF CURVE
EXIST.
-EXISTING
E.P.
-EDGE OF PAVEMENT
F.G.
-FINISH GRADE
F.F.
-FINISH FLOOR
F.L.
- FLOW LI N E
F.S.
-FINISH SURFACE
F.H.
-FIRE HYDRANT
G.B.
-GRADE BREAK
H.C.
H.P.
INV.
M.H.
N.G.
It.
PB
P.P.
R/W
R.D.
TRANS PAD
T.B.
S=
S.D.
S.L.
ST.LT.
T.G.
T.C.
TOP
TOE
T.S.
WM
WV
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.
-HANDICAP
-HIGH POINT
-INVERT
-MANHOLE
-NATURAL GRADE
-PROPERTY UNE
-PULL BOX
-POWER POLE
-RIGHT OF WAY
-ROOF DRAIN
JRANKOfMI��� PAD
-SLOPE
-STORM DRAIN
-SIGHT UNE
-STREET LIGHT
-TOP OF GRATE
-TOP OF CURB
-TOP OF SLOPE
-TOE OF SLOPE
-TRAFFIC SIGNAL
-WATER METER
-WATER VALVE
Q ;;o
* R.C.E. NO. 56155
jn Exp. 12-31-14 "Z7
-9jF
IV J\,
OF C AL,�
BAS ELI N EI AVE
Q
ILL BLVD
_ SffE YARR
W
Q MERRILL AVE
w RAN DALL AVE P
Lu
m
SAN BERNARDINO AVE
VICINTY MAP
N.T.S.
CONSTRUOMN NOTES QUANTITY
O
SAW -CUT AND REMOVE EXISTING AC PAVEMENT.
47,563
SF
O
REMOVE EXISTING WATER METER (BY FONTANA WATER COMPANY)
4
EA
O
PROTECT EXISTING SIGN IN PLACE.
3
EA
O
REMOVE EXISTING CHAIN UNK FENCE.
1117
LF
O
PROTECT EXISTING TREE IN PLACE.
1
EA
O
PROTECT EXISTING WATER METER IN PLACE.
4
EA
O
EXISTING POWER POLE (TO BE UNDERGROUND OR RELOCATED BY OTHERS)
3
EA
O
CONSTRUCT 8" CURB & GUTTER PER FONTANA STD. PLAN NO. 1000.
992
LF
O
CONSTRUCT 8" ASPHALT BERM.
441
LF
10
CONSTRUCT MODIFIED CURB RETURN ACCESS RAMP PER FONTANA STD. PLAN. NO. 1004.
"YELLOW
1
EA
INCLUDE 36 DEEP DETECTABLE WARNING (TRUNCATED DOMES) AT BASE OF RAMP.
-
11
CONSTRUCT STD. CU.RB RETURN ACCESS RAMP PER FONTANA STD. PLAN. NO. 1003..
3
EA
INCLUDE 36 DEEPELLOW DETECTABLE WARNING TRUNCATED DOMES) AT BASE OF RAMP.
5,772
SF
QD
CONSTRUCT 6' (WIDE) 4" P.C.C. SIDEWALK PER FONTANA STD. PLAN NO. 1006.
13
CONSTRUCT COMMERCIAL DRIVEWAY PER FONTANA STD. PLAN NO. 1002,
250
SF
AS MODIFIED PER DETAIL ON SHEET 3.
8
EA
14
INSTALL TRAFFIC SIGNAL PER SEPARATE PLAN.
15
CONSTRUCT _" AC OVER _" CAB MINIMUM, OVER NATIVE MATERIAL
52,115
SF
COMPACTED TO 95% (SEE GENERAL NOTE N0. 32.)
16
GRIND & OVERLAY EXISTING AC PAVEMENT, MIN. DEPTH .12'
28,494
SF
(WIDTH PER PLAN/SEE DETAIL SHEET 1).
17
EXISTING FIRE HYDRANT TO BE REMOVED (BY FONTANA WATER COMPANY)
2
EA
18
EXISTING STREET UG JO BE REMOVED (BY SCE FORCES)
3
EA
19
PROPOSED STREET U PER SEPARATE PLAN.
3
EA
20
EXISTING WATER VALVE TO E ADJUSTED TO GRADE (BY FONTANA WATER COMPANY).
8
EA
21
PROPOSED FIRE HYDRANT (BY,,FONTANA WATER COMPANY).
3
EA
0 22
REMOVE EXISTING WALL COMPLETE •
20
LF
23
REMOVE/ RELOCATE EXISTING BILLBOARD SIGN COMPLETE.
1
EA
24
REMOVE EXISTING GAS METER.
1
EA
25
REMOVE EXISTING CMP OUTLET (SEE PUBUC STORM DRAIN PLANS).
1
EA
26
REMOVE EXISTING GRATED INLET (SEE PUBUC STORM DRAIN PLANS).
1
EA
27
REMOVE EXISTING TREE.
7
EA
28
PROTECT EXISTING C.L FENCE IN PLACE.
-
29
REMOVE EXISTING TRAFFIC SIGN.
2
EA
30
REMOVE EXISTING FIRE HYDRANT IN PLACE.
1
EA
31
ADJUST EXIST. MANHOLE TO GRADE.
1
EA
32
CONSTRUCT CROSS GUTTER PER CITY OF FONTANA STD. 403.
1
EA
I
WAD/D# 8 360368681
Prepared Under The Supervision Of CITY OF FONTANA, CALIFORNIA 6
TI enes Engineering, /nC. STREET IMPROVEMENT PLAN
CML ENG/NEER/NG • LAND SURVEnNG
14349 F/RESTONE BOULEVARD DRAWN BY:SCA1F:
u MIR&K C.4UFORMi4 906.38 FOOTHILL BOULEVARD
IN(714A21-4811 FM(714,W1-417.1 MSR TITLE SHEET AS SHOWN N o
DESIGNED BY. a j
MSR COWTR N N DATE:
QUANTITY ESTIMATES - a
ate :11a,114 CHECKED BY: APPRqYD BY: / DRAWING NO.:
,,� DATE:!!?• <� • / 1
REINHARD STA ZEL RCE NO. 56155 RC$ I GINE R: .. 5 3 9