HomeMy WebLinkAbout3861-1GENERA L NO TES
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 ENIGNEER FOR RESOLUTION.
J. 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 MOVEMENT
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 WITHOUT APPROPRIATE
AGENCY AUTHORIZATION. 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 CONSTRUCTION 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 B
L E 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.
NO 7E.-
LOCA TIONS OF LINES AND LATERALS AND STREET CONNECTIONS HAVE
NOT BEEN APPROVED, LOCAL STORM DRAIN LINE AND LATERAL CONNECTIONS
MA Y CHANGE UPON CI TY FIRE REVIEW OF 7FNTA 77 VES ONCE THEY ARE
FORMALLY SUBMITTED FOR CITY REVIEW.
CITY OF FONTANA- -
STREET IMPROVEMENT PLANS
TR*4 C T 1,6869
CITY OF FONTANA UTILITY NO TIFICA TION LIST
CITY OF FONTANA ADELPHIA (CABLE TV)
ATTN: BRIAN WREN ATTN: JACK HAYES
8353 SIERRA AVENUE 1205 DUPONT AVENUE
FONTANA, CA 92335 ONTARIO, CA. 91761
(909) 350-6632
(909) 390-4738
SO. CALIFORNIA GAS COMPANY
ATTN.- JACK JARVIS VERIZON
16231 VALLEY BLVD. ATTN: STEVE HOCK
FONTANA, CA. 92335 1400 E. PHILLIPS BLVD.
909 428-8411 POMONA, CA. 91766
EMERGENCIES: (800) 427-2200
(909) 469-6327
SO. CALIFORNIA EDISON COMPANY
7951 REDWOOD AVE. FONTANA WATER COMPANY
FONTANA, CA. 92335 ATTN: MICHAEL J. McGRAW
(909) 820-5598 - UNDERGROUND 8440 NUEVO AVENUE
(909) 875-5100 - TRANSMISSIONS
(2 13) 637-1233 - PIPELINES FONTANA, CA 92335
(909) 357-6233 - DISTRIBUTION TEL: (909) 822-2201
CRAWFORD CANYON MUTUAL WATER CO. FAX: (909) 823-5046
ATTN: BASIL J. FABRIZIO
(909) 463-9580 WEST VALLEY WATER DISTRICT
WEST SAN BERNARDINO WATER ATTN. LON TSAI
UNDERGROUND SERVICE ALERT 855 W. BASELINE ROAD
(800) 422-4133 RIALTO, CA 92377
SBC
A TTN: JAMES ZIELINSKI
1265 N. VAN BUREN STREET
SUI 7E 180
ANAHEIM, CA 92807
(714) 666-5415
PRI VA TE 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
RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR
NOT SHOWN ON THESE DRAWINGS.
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY 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 ANY WORK. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE
ENGINEER OF ANY DISCREPANCIES. BEGINNING OF WORK MEANS ACCEPTANCE OF
CONDITIONS.
CONTRACTOR SHALL COMPLY WITH ALL N. P. D. E. S. REQUIREMENTS.
CONTRACTOR SHALL ADJUST TO FINISH GRADE ALL MANHOLE RIMS, WATER VALVE
BOXES, UTILI7Y BOXES AND LIDS, ETC.
CONSTRUCTION NOTES QUANTITIES
Ol CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" NATIVE MATERIAL
16 S F.
706 L.F.
02 S F.
4 EA.
336 SF
885 S F.
2 EA..
11 EA.
7 EA.
30 EA.
1 EA.
40 L. F.
TRA C T 16870
TRA C T 16877
R/W
NDEX MAP
SCALE.- 1 " = 150 P
CL
R/W
1 0ND 4' 4' 0 1
ND
ISLA
LA
___ _ PA G _ __ PARKI G
_
t 2% T _ V �. 29'
. _
i
• ci
f
^i
CURB &
SIDEWALK .••����; - ��`SIDEWALK
GUTTER
CURB &
90' TYPICAL SECTION SPR/ VA TE) GUTTER
N.T.S.
PA RKHOUSE DRIVE
T.L = 5.5
R/W CL R/W
9 '
45' 45'
14'-25' 20'-31 ' 0,-18, 20'-31 ' 14'-25'
1 4'-6! 0'-7 0'-9' 0'-9'
1
1 290 2q
271, 29`
SIDEWALK GUUTTER PA RKSIDE WAY �GRUTTER
T YPICAL SEC TION
R/W
19'
PARKING STALL
69'
20' CL 20,
(PRIVATE STREET)
TI. = 5.5
N.TS.
R/W
10' TRACT 16869
5' 4'
�;_Q
E C.
COMPACTED TO 957. (SEE GENERAL NOTES 31 & 32).
94,6
O2
CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003.
4,
O4
CONSTRUCT CROSS GUTTER PER CITY ST. PLAN NO. 104. (MODIFIED "W"8)
2,1
O
CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1006.
EDGE PAVEMENT
6
O
!!
CONSTRUCT 4 P.C.C. SIDEWALK PER CITY STD PLAN NO. 10 . .
15
--
17
7
0
CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 1005.
LEVEL LINE
�
"IN" PER PLAN.
12,
O8
CONSTRUCT LOCAL DEPRESSION PER A.P. W.A. STD. PLAN 313-1 CASE B AND
INDICA TES PROPOSED ELEVA 77ON
SLOPE
DETAIL ON PLAN ON SHEET J.
2
O
ADJUST MANHOLE AND/OR, GATE VALVE BOX TO GRADE PER CITY
END VERTICAL CURVE
STD. NOS. 109 & 130.
MH
10
INSTALL STREET NAME SIGN PER CITY STD. NO. 139.
F. L
11
INSTALL STREET LIGHT, KING LUMINAIRE # K118 -EAR -11-150 HPS-
INDICATES SLOPE 1
K16-HSS-TS-PR-EDISON LEXAN LEXAN NOSTALGIC POLE .
F. S.
12
CONSTRUCT PARKWAY DRAIN 3 -BARRELS, S=4' PER A.P. W.A. STD. 151-1
.
1@
REMOVE EXIST. BARRICADE.
GRADE BREAK
F = 3
LEGEND
_
CURB
H.P.
P. C. C. PORTLAND CEMENT CONCRETE
=�, � %','`.
A. C. ASPHALTIC CONCRETE (R) RIDGE LINE
ONRY GOER & GUNC.
&GUTTER
INV.
0. C.
B. C. BEGIN CUR VE R/W RIGHT OF WAY
\",
0
GRIND
B. V. C. BEG. VER77CAL CURVE TAN. TANGENT
B. W. BACK SIDEWALK T. C. TOP OF CURB
EDGE OF PA VEMENT
EA S T PA RK WA Y IPR/ VA TE S TREE T)
C.B. CATCH BASIN W
WD 7N
C.L. CENTERLINE
V VER TICAL DEP 7N
16 S F.
706 L.F.
02 S F.
4 EA.
336 SF
885 S F.
2 EA..
11 EA.
7 EA.
30 EA.
1 EA.
40 L. F.
TRA C T 16870
TRA C T 16877
R/W
NDEX MAP
SCALE.- 1 " = 150 P
CL
R/W
1 0ND 4' 4' 0 1
ND
ISLA
LA
___ _ PA G _ __ PARKI G
_
t 2% T _ V �. 29'
. _
i
• ci
f
^i
CURB &
SIDEWALK .••����; - ��`SIDEWALK
GUTTER
CURB &
90' TYPICAL SECTION SPR/ VA TE) GUTTER
N.T.S.
PA RKHOUSE DRIVE
T.L = 5.5
R/W CL R/W
9 '
45' 45'
14'-25' 20'-31 ' 0,-18, 20'-31 ' 14'-25'
1 4'-6! 0'-7 0'-9' 0'-9'
1
1 290 2q
271, 29`
SIDEWALK GUUTTER PA RKSIDE WAY �GRUTTER
T YPICAL SEC TION
R/W
19'
PARKING STALL
69'
20' CL 20,
(PRIVATE STREET)
TI. = 5.5
N.TS.
R/W
10' TRACT 16869
5' 4'
�;_Q
E C.
END CURVE
-0.01'
2�
E. P.
EDGE PAVEMENT
(590.69)
INDICATES EXISTING ELEVATION
2:1 MAX19'
MIN
LEVEL LINE
�
;
E. G.
EDGE GRADE
590.69
INDICA TES PROPOSED ELEVA 77ON
SLOPE
5yAX
2
-'
2q •: 2.1 MAX
SLOPE
E. V. C.
END VERTICAL CURVE
F. L
FLOW /N
L LINE
=,
INDICATES SLOPE 1
C
CONC.
F. S.
FINISH SURFACE
�.r�. _ _ ---
.
,
�:; SIDEWALK
FUTURE >
G.B.
GRADE BREAK
F = 3
AC PA VEMENT
_
CURB
H.P.
HIGH POINT
=�, � %','`.
REMOVAL
ONRY GOER & GUNC.
&GUTTER
INV.
0. C.
INVERT
ON CURVE
\",
0
GRIND
TYPICAL STREET SECTION
EDGE OF PA VEMENT
EA S T PA RK WA Y IPR/ VA TE S TREE T)
FAVAVIJJAVA � _T.
TOLL FREE -qqmmmp'-1 -800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
N.TS.
T.I.=5.5
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE 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
Arc OR 0"1411A14S oc-,me CONFORMANCE WITH CONDITIONS AND STA NDA RDS IN EFFECT.
VICINI T Y MAP
NOT TO SCALE
W
v
Q
Z!:
R/W R/W
56'
CE
10' 18' 18' 10'
0.5' 1 4' +0.03' AC PVMNT 4' 0.5'
LEV
- 29' q
EL UNE
`�: _ -v a•'•s••:ai-==vii.�Y.��:C�=�= D,:esl..:fi,y_�Fy -1�� . "/;` `ti_.:,-• /
co
SIDEWALK,<c;; <;:`;t ;;, -<'.
- . .. • = < . : .: 'ti ;': :, SIDEWALK
CONC. CURB
& GUTTER CONC. CURB
& GUTTER
56' TYPICAL SECTION
GALASSO AVE. (CS? STA. 13+77.331
TYPICAL SECTION
(PRI VA 7E STREET)
T. I. = 5.5
NTS
R/W
I_ \�O-
CN
10' 20' 20'
0.5' 1 4' -0.01 1, --AC PVMNT
_ LEVEL LINE 27.
/ . ter• -n,.
h=
CONC.
SIDEWALK ''��: �•: , ;> =;:, .. .. ' -; . • .. . ; .i '= ;' :. /: '
CONC. CURB CONC. CURB
& GUTTER ! & GUTTER
60' TYPICAL SECTION
GALASSO AVE., (STA. 10+84.20 TO 12+65.04
AND STA. 11+00.22 TO 11+71.22)
RODRIGUEZ WAY, TSTA. 11+01.58 TO 11+34.00)
NVA/MI LANE, TSTA. 10+93.97 TO 13+89.291
SCHARF AVE., TSTA. 11+01.58 TO 17+72.57)
TYPICAL SECTION
(PRIVATE STREET)'
R1W T.I. = 5.5
R/W
I
10'
4' 1 0.5'
CONC.
SIDEWALK
R/W
NTS
RECORD DRAWIN"...64'
CL
rOFESS/
10' 22' 22' 10'
1
a a N0. 58020 0,5' 1 4' -0.05 AC PVMNT �4' 1 0.5'
III19� r v x \ `i%/ LEVEL LINE ?%CAIOI I
,\ FOF
• �• ,`: : ., ,, .; .•.�:� •.,,-rte,....,
ONCy;
PA R. HUDDLESTONRCE DATE
-;SIDEWALK
SIDEWALK
HUNSAKER & ASSOCjA F: S . CONC. CURB CONC. CURB
I R V• I N E ? rr & GUTTER & GUTTER
e
_ cn
.1 PLANNING - ENGINEERING - �URVEi (MG64' TYPICAL SECTION
2900 ADAMS ST STE. A-15, RIVERSIDE, CA. 9250475
JANELL LANE
BENCH MARK: c 8-17 BASIS OF BEARINGS: Z
TYPICAL SECTION
BRASS CAP IN THE CONCRETE BASE OF THE BRG. N089'59'31'E (PRI VA TF STREET) W
THE SOUTH LEG OF AN SCE TOWER ALONG THE CL SUMMIT AVE T.I. = 5.5
343' NORTH OF HIGHLAND, 0.2 M/ WESTAS SHOWN ON 1R. N0. NTS W
OF SAN SEVAINE RD., 2.65 M1 WEST O
OF SIERRA AVE. 16427-1, M.B. 296/7-11.
ELEVATION: 1428.609
Prepared Under The Supervision Of': CITY OF FON TA NA, CALIFORNIA W
�L PREPARED IN THE OFFICE OF
°PR I F MADOLE AND ASSOCIATES, TES, INC. PI I VA TE S TREE T IMPROVEMENT I DL A NS
�ti
`rG�2 DRAWN BY o
w 3 No. 36637 c rn 760-A S ROCHESTER AVENUE SCALE:
O14TARIO, CA 91761 MVA CV TI TLE SHEET AS SHOWN N
� Exp: 06-30-06 � PHONE (909) 937-9151 _zFDESIGNED BY A T NO. 16869 DATE N
SCLOCT. 2005
r CHECKED BY APP VE Y: DRA NO.
of cA��F Date 2 D /j � 1
R %30931 EXP. 6-00-0 .1i 2 l '�� 3861
WENDELL L. IWATSURU SCL J, A4, d/ TY ENGINEER R.C.E. 51152 DATE 5
�t \
J:\126-2001\streets\stOl.dwa. 12/2/2005 8:02:44 AM. Gerry. Gerry