HomeMy WebLinkAbout3797-1GENERAL 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 /S FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY
REFERENCE TO PRECEDENCE PROVISIONS /N THE "GREEN BOOK'; THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID
CONFLICT TO THE CITY EN/GNEER 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 /N 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 /N 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 /N 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
THA T 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 CALTR4NS 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 TIESAND 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 /N 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 /S 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 /N 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.
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CITY OF FONTANA
STREET IMPROVEMENT PLANS
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LEGEND
A. C.
ASPHAL TIC CONCRETE
B. C.
BEGIN CUR VE
B. V. C.
BEG. VERTICAL CURVE
B. W.
BACK SIDEWALK
C.B.
CATCH BASIN
C.L.
CENTERLINE
E. C.
END CUR VE
E. P.
EDGE PA VEMENT
E. G.
EDGE GRADE
E. V. C.
END VERTICAL CURVE
F. L.
FLOW LINE
F. S
FINISH SURFACE
G.B.
GRADE BREAK
H.P.
HIGH POINT
INV.
INVERT
0. C.
ON CURVE
P. C. C.
PORTLAND CEMENT CONCRETE
(R)
RIDGE LINE
R/W
RIGHT OF WA Y
TAN.
TAN GEN T
T. C.
TOP OF CURB
W
W/D TH
V
VERTICAL DEPTH
(590.77)
INDICATES EXISTING ELEVATION
590.77
INDICATES PROPOSED ELEVATION
INDICATES SLOPE 2.1
AC PA VEMENT
®
REMOVAL
GRIND
EDGE OF PA VEMENT
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INDEX MAP
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SCALE. • 1 "=200'
CITY OF FONTANA UTILITY NOTIFICATION LIST
PRl VA TE ENGINEERS NOTICE TO CON TRACTORS C/TY OF FONTANA UNDERGROUND SERVICE ALERT FON TA NA WA TER COMPANY
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES ATTN. ANTHONY SALAM (800) 422-4133 AT7N.• MICHAEL J. McGRAW
SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; 8353 SIERRA AVENUE 8440 NUEVO AVENUE
TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EX/ST/NG UTILITIES EXCEPT FONTANA, CA 92335 METROPOLITAN WATER DISTRICT FONTANA, CA 92335 (909)
THOSE SHOWN ON THESE PLANS THE CONTRACTOR IS REQUIRED TO TAKE DUE (909) 350-6632 WATER SYSTEM OPERA TION GROUP 822-2201 FAX. (909)
PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE ATTN: JOE MIRONE 823-5046
DRAWINGS THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND -RESPONSIBILITY S0. CALIFORNIA GAS COMPANY ATTIC(909) 776-2664 WEST VALLEY WATER DISTRICT
FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT • GREG GAS
SHOWN ON THESE DRAW/NGS. 16231 VALLEY BLVD. PACIFIC BELL CO. A TTN.• LON TSA)
FONTANA, CA. 92335 A TTN.• NORMA GU/LLOT 855 W. BASELINE ROAD
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY (909) 428-8411 1265 N. VAN BUREN STREET RIALTO, CA 92377
FOR THE JOB" SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION EMERGENCIES. • (800) 427-2200 SUITE 180
OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT ANAHEIM, CA 92807 SAN GABRIEL VALLEY
THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORK/NG HOURS;
SO. CALIFORNIA EDISON COMPANY (714) 666-5401 MUNICIPAL WATER DISTRICT
AND. THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER 7951 REDWOOD AVE. A TTN: DAVE JOHNSON
AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, FONTANA, CA. 92335 COMCAST (CABLE TV) 549 EAST SIERRA MADRE AVENUE
IN CONNECT/ON WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT/NG (909) 820-5598 - UNDERGROUND A TTN.• JACK HA YES 1205 P 0. BOX 1299
FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE (909) 875-5100 - TRANSMISSIONS DUPONT AVENUE ONTARIO, CA. 91761 AZUSA, CA. 91702-1299
ENG/NEER. (2 1,T) 637-1233 - PIPELINES (909) 390-4738 (909) 969-7911
(909) 357-6233 - DISTRIBUTION
CONTRACTOR SHALL VER/FY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT
ALL DISCREPANCIES TO THE ENG/NEER PR/OR TO THE COMMENCEMENT OF ANY WORK. CRAWFORD CANYON MUTUAL WATER CO. OWNER/DEVELOPER:
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOT/FY THE ENGINEER OF ANY ATTY. BASIL J. FABR/Z/O
DISCREPANC/ES BEG/NN/NG OF WORK MEANS ACCEPTANCE OF CONDITIONS (909) 463-9580
CONSTRUCTION NOTES:
VICINITY MAP
NOT TO SCALE
0 --CONSTRUCT 4" AC ON 12" COMPACTED NATIVE SOIL (957 COMPACT/ON) PER
SOILS REPORT RECOMMENDATION.
(2)_ -CONSTRUCT 6" CURB AND GUTTER PER CITY STD. PLAN NO. 1013.
3 -CONSTRUCT 8" CURB ONLY PER CITY STD. PLAN NO. 1003.
(��CONSTTUCT ROLLED CURB PER DETAIL ON SHEET 2.
(5 _CONSTRUCT 6" AC DIKE PER DETAIL ON SHEET 2.
(_CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CITY STD. PLAN NO. 1015, ("W" PER PLAN).
3_ CONSTRUCT ACCESS RAMP PER CITY STD. PLAN NO. 1006.
a-CONSTTUCT CROSS GUTTER PER CITY STD. PLAN 104, MODIFIED WI TDH OF 10
( -- INSTALL KING K 199E CALIFORNIA LUMINA/RE TYPE K 199-EAR-11-150-HPS-120-K 16 -PBC
(H=14.5) 0 SOUTHERN CALIFORNIA ED/SON EASEMENTS
10 INSTALL STREET LIGHT KING LUMINAIRE j K11BE-EAR-11-100(MOG)-HPS-120- K14 -
PR -HSS -TSS -SCE (HEIGHT=14.5 ).
10-- CONSTRUCT STAMPED ASPHALT, FIELD -'ASHLAR SLATE" PATTERN, COLOR TO BE SLATE.
BANDS -SINGLE OR TRIPLE ROWS OF "STACKED" BRICK BORDER, COLOR TO BE TERRACOTTA.
FOR CURVED SECT/ON USE "FLEXIBLE STACKED BRICK" J18-1-202. STAMPS AND COLORS
BY "STREET PRINT" (888) 581-2299.
12 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 1005 ("W" PER PLAN).
@-CONSTRUCT 3' WIDE CONCRETE V -DITCH PER DETAIL ON SHEET 2.
14 REMOVE AC DIKE.
1@ -ADJUST MANHOLE TO GRADE PER CITY STD. PLAN NO. 109.
ADJUST WATER VALVE TO GRADE PER CITY STD. PLAN NO. 130.
(D -REMOVE EX/ST BARRICADE.
(�O_ CONSTRUCT LOCAL DEPRESS/ON PER APWA STD. 313-1, CASE PER PLAN. DETAIL ON SHT ll.
@-CONSTRUCT BARRICADE PER CITY STD. PLAN NO. 118.
CONSTRUCT CURB DEPRESSION PER DETAIL ON SHEET 2.
(2 CONSTRUCT HAND/CAP RAMP PER DETAIL ON SHEET 2.
� CONS�TRUCTSI�DEWA�LKDRAIN (SIZE 3) PER CITY STD. PLAN 124 A.
�- CONSTRUCT ACCESS RAMP PER CAL TRANS STD. PLAN A88A CASE "F", DETAIL ON SHT 11 &
DETAIL 'A " ON SHT 7.
•
S.C. FONTANA DEVELOPMENT CORPORA TION
SHEET INDEX
SHEET
DESCRIPTION
1
OF
11
TITLE SHEET
2
OF
11
DETAIL SHEET
3
OF
11
PARKSIDE WAY
4
OF
11
EAST PARK WAY"
5
OF
11
WEST PARK WAY
6
OF
11
PARKHOUSE DRIVE
7
OF
11
PARKHOUSE DRIVE
8
OF
11
�KSIDE WAY 1
9
OF
11
VIENNA LANE
10
OF
11
LOCAL DEPRESSION DETAIL
11
OF
11
DETAIL SHEET
0 --CONSTRUCT 4" AC ON 12" COMPACTED NATIVE SOIL (957 COMPACT/ON) PER
SOILS REPORT RECOMMENDATION.
(2)_ -CONSTRUCT 6" CURB AND GUTTER PER CITY STD. PLAN NO. 1013.
3 -CONSTRUCT 8" CURB ONLY PER CITY STD. PLAN NO. 1003.
(��CONSTTUCT ROLLED CURB PER DETAIL ON SHEET 2.
(5 _CONSTRUCT 6" AC DIKE PER DETAIL ON SHEET 2.
(_CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CITY STD. PLAN NO. 1015, ("W" PER PLAN).
3_ CONSTRUCT ACCESS RAMP PER CITY STD. PLAN NO. 1006.
a-CONSTTUCT CROSS GUTTER PER CITY STD. PLAN 104, MODIFIED WI TDH OF 10
( -- INSTALL KING K 199E CALIFORNIA LUMINA/RE TYPE K 199-EAR-11-150-HPS-120-K 16 -PBC
(H=14.5) 0 SOUTHERN CALIFORNIA ED/SON EASEMENTS
10 INSTALL STREET LIGHT KING LUMINAIRE j K11BE-EAR-11-100(MOG)-HPS-120- K14 -
PR -HSS -TSS -SCE (HEIGHT=14.5 ).
10-- CONSTRUCT STAMPED ASPHALT, FIELD -'ASHLAR SLATE" PATTERN, COLOR TO BE SLATE.
BANDS -SINGLE OR TRIPLE ROWS OF "STACKED" BRICK BORDER, COLOR TO BE TERRACOTTA.
FOR CURVED SECT/ON USE "FLEXIBLE STACKED BRICK" J18-1-202. STAMPS AND COLORS
BY "STREET PRINT" (888) 581-2299.
12 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 1005 ("W" PER PLAN).
@-CONSTRUCT 3' WIDE CONCRETE V -DITCH PER DETAIL ON SHEET 2.
14 REMOVE AC DIKE.
1@ -ADJUST MANHOLE TO GRADE PER CITY STD. PLAN NO. 109.
ADJUST WATER VALVE TO GRADE PER CITY STD. PLAN NO. 130.
(D -REMOVE EX/ST BARRICADE.
(�O_ CONSTRUCT LOCAL DEPRESS/ON PER APWA STD. 313-1, CASE PER PLAN. DETAIL ON SHT ll.
@-CONSTRUCT BARRICADE PER CITY STD. PLAN NO. 118.
CONSTRUCT CURB DEPRESSION PER DETAIL ON SHEET 2.
(2 CONSTRUCT HAND/CAP RAMP PER DETAIL ON SHEET 2.
� CONS�TRUCTSI�DEWA�LKDRAIN (SIZE 3) PER CITY STD. PLAN 124 A.
�- CONSTRUCT ACCESS RAMP PER CAL TRANS STD. PLAN A88A CASE "F", DETAIL ON SHT 11 &
DETAIL 'A " ON SHT 7.
•
S.C. FONTANA DEVELOPMENT CORPORA TION
BENCH MARK.• # 8-17
BASIS OF BEAR/NGS:
DRAWN BY
CONTRACTOR SHALL COMPLY WITH ALL N. P. D. E. S. REQUIREMENTS
VER/ZON
1156 N. MOUNTAIN AVENUE
CALTRANS BENCHMARK 0 17. A
BRASS CAP IN THE CONCRETE BASE OF
THE BRG. N089*59'31 "E
DESIGNED BY.
of
9
A TIN. • STEVE HOCK
UPLAND, CA 91785-0670
THE SOUTH LEG OF AN SCE TOWER
ALONG THE CL SUMMIT AVE
RC 36637 EXP. 640-66
6�
WENDELL L. IWATSURU
CONTRACTOR SHALL ADJUST TO FIN/SH GRADE ALL MANHOLE RIMS, WATER VALVE
1400 E. PHILLIPS BLVD.
P.O. BOX 670
343' NORTH OF HIGHLAND, 0.2 Ml WEST
AS SHOWN ON TR. NO.
BOXES UTILITY BOXES AND L/DS ETC
POMONA, CA. 91766
PHONE- (909) 985-0971
OF SAN SEVA/NE RD., 2.65 M/ WEST
16427-1, M.B. 29617--11.
OF SIERRA A VE.
.(909) 469-6327 EL E VA if 1428.609
OI REV. I REVISION DESCR/P7 ON DA 7E ENGR. CITY DA TF
[UA-J,
L-J�Q
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
SHOULD CONS TRUC T/ON OF THE REQUIRED IMPROVEMENTS
NOT COMMENCE W/TH/N TWO YEARS OF THE DATE OF
APPROVAL SHOWN HEREON AND CARR/ED FORTH /N A
D/L/GENT MANNER, THE CITY ENG/NEER MAY REQUIRE
Z Ya3 ri REV/S/ONS TO THE PLANS TO BR/NG THEM INTO
X&V156D SHW5 !' 4 4 7 T4s 9HOWN �u,.CONFORMANCE WITH CONDITIONS AND STANDARDS /N EFFECT.
REV/SED SHEETS 1-7, 9-11 AS SHOWN If lzW0 ��( l
§ No. 36637 '
Exp: 06-30-06
P
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CAL
Prepared Under The Supervision Of :
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
DRAWN BY
760-A SOUTH ROCHESTER A VENUE
dM/CC
ONTARIO, CA 91761
PHONE (909) 937-9151
DESIGNED BY.
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9
1�r
.�;l Dotelilt,
CHECKED BY.
RC 36637 EXP. 640-66
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WENDELL L. IWATSURU
QUANTITIES
186,860 SF100,
+1,4005
7,512 LFi-��Q�
3, 630 SF
126 LF
376 LF
33,040 SF
19 EA
1,290 EA
h
-'4J EA
1
17,640 SF
-f- 410 5F
0 �
Z
1,8J6 SF
1,515 SF CL
250 LF
18 EA W
11 EA
47. LF
.2D. EA
80 LF-� GF
64 LF tz � Q ��
2 EA
3 EA `d LO
1 EA )-
1
W
Q
C/T Y OF FONTAN�4, CAL/PORN/A
STREET IMPROVEMENT PLANS.
TI TLE SHEET SCALE;,r o
"r= A SHOWN N
PARKHOUSE DRI VE (PRI VA TE STREET) DATE-
& ,PAR S/�E WAY DEC. 2004 �D
N
APP ` DRA WING NO. '
TY EN R. 7. T, 68819 DATE 3797 11
J:\126-2023\streets\ST01-Rev.dwa. 12/21/2005 7:57:53 AM. Gerry. Ger