HomeMy WebLinkAbout3967-1STREET_IMPROVEMENTS NOTES-,
CONSTRUCTION DRAWINGS FOR THE
1. ALL WORK SHALL BE IN
ACCORDANCE WITH THESE PIANS, THE CITY
OF FONTANA
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CITY
ENGINEER FOR RESOLUTION.
OF FONTANA
P.O. BOX 518
STANDARD PLANS, THE
CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS
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4.
CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY
05
FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE
SPECIFICATIONS
DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY. WORK.
SF
-
AND STANDARDS SHALL
BE THE LATEST EDITION UNLESS OTHERWISE
NOTED.
12'
CONSTRUCT CONCRETE SIDEWALK, 5' WIDE PER CITY STD. NO. 1015
TO THE START OF ANY WORK I;N PUBLIC RIGHT-OF-WAY WITHIN THE CITY -LIMITS. CALL
2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT
DOCUMENTS THAT
S T R:E E 1'
I M P R D V E M E N T
PLAN
CAN NOT BE RESOLVED
BY REFERENCE TO PRECEDENCE PROVISIONS
IN THE "GREEN
SF
AND FINISH TO MATCH EXISTING CONCRETE.
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CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND
CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION.
1.6. THE CONTRACTOR .SHALL NOT DISTURB EXISTING SURVEY MONUMENTS,. M,ONUMENT TIES
TRACT N-0. 16-8139
UK BENCH MAKS WIT OUT PRIOR NOTIFICATION TO I t Cl IT tNUlNttn. CONSTRUCTION NOTES 8c QUANTITIES:
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 TIME$ IN THE
Q CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES.
CL
X: 19. THE CONTRACTOR 51 -1 -ALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF OUST
� CONTROL, INCLUD�G ADEQUATE WATERING, AT ALL TIMES.
� 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES
`.r EXCEED 25 MILES PER HOUR.
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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
r-1 WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL.
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c:)22: NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY
N INSPECTOR.
N
� 23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO
�D OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE
WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED
BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY
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ENGINEER FOR RESOLUTION.
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P.O. BOX 518
3.
ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER.
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4.
CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY
05
13911 PARK AVENUE -
CONSTRUCT 4.5" AC OVER 12 "COMPACTED NATIVE MATERIAL (95%)
DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY. WORK.
SF
-
c�
INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR
�
12'
CONSTRUCT CONCRETE SIDEWALK, 5' WIDE PER CITY STD. NO. 1015
TO THE START OF ANY WORK I;N PUBLIC RIGHT-OF-WAY WITHIN THE CITY -LIMITS. CALL
U
�5
CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY STD. NO. 102, W=16'
(909) 350-7610.
26.
ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR
CONSTRUCT MODIFIED CONCRETE CROSS -GUTTER PER CITY STD. NO. 104, W=8.0'
1,270
SF
AND FINISH TO MATCH EXISTING CONCRETE.
5.
THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND
EA
909) 947-9441 (LOCAL CONTACT)
INSTALL 5800 LUMEN HPSV STREET LIGHT (70 WATT; #7) 25 FT. LUMINAIRE HEIGHT.
PROCEDURES DESCRIBED. IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS,
27.
THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB
POLES SHALL BE MARBELITE OR EQUAL PER CITY STD. DWG. #1016
LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC
SD STORM DRAIN
AT THE LOCATION OF THE SEWER LATERAL.
INSTALL STOP SIGN PER CITY STD. NO. 139
ENGINEER.
EA
10
6.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES,
28.
NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING
CONSTRUCT BARRICADE PER CITY STD. NO. 118
DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES.
EA
STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED.
7.
THE CONTRACTOR SHALL, OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH
29•
ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED
POLES SHALL BE MARBELITE OR EQUAL PER CITY STD. DWG. #1016.
WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE
PRIOR TO PAVING OF STREETS.,
FL
DIVISION OF INDUSTRIAL SAFETY.
30.
APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT
8.
THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH
BW
PAVEMENT PRIOR TO PLACEMENT.
R/W
SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED
31.
PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO
HP
MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF
34'
REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS
34'
THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE
PE
TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING.
' 12'
GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT.
22' 12'
0,5'
-r
STREET NAME/STOP SIGN
32.
ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL
9.
NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT
FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A
6.5
OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE.
LOT A & B
GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR
STREET LIGHT
APPROVAL UPON COMPLETION OF ROUGH GRADING.
10.
THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE
?%
51
INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
33.
ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE
A
DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING
'����-�� PURPOSE
RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON
PROPOSED FINISH GROUND
UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE
COMPLETION OF PAVING.
CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600
TWO WORKING DAYS BEFORE EXCAVATION.
34.
UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL
SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO
11.
THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES
THE SATISFACTION OF THE CITY .TRAFFIC ENGINEER.
INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION,
LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER,
35.
CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING,
STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE
SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE
GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES.
SATISFACTION OF THE CITY ENGINEER
12.
THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES
36
AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE
WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH
ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE
THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS.
CITY ENGINEER.
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
NOTE: FOR STREET LIGHTS AND SIDEWALK
ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN -GRADES. THE
ON SAN SEVAINE ROAD, SEE SHEET 5
CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND
CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION.
1.6. THE CONTRACTOR .SHALL NOT DISTURB EXISTING SURVEY MONUMENTS,. M,ONUMENT TIES
TRACT N-0. 16-8139
UK BENCH MAKS WIT OUT PRIOR NOTIFICATION TO I t Cl IT tNUlNttn. CONSTRUCTION NOTES 8c QUANTITIES:
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 TIME$ IN THE
Q CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES.
CL
X: 19. THE CONTRACTOR 51 -1 -ALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF OUST
� CONTROL, INCLUD�G ADEQUATE WATERING, AT ALL TIMES.
� 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES
`.r EXCEED 25 MILES PER HOUR.
n
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
r-1 WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL.
0
c:)22: NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY
N INSPECTOR.
N
� 23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO
�D OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE
WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED
TRACT BOUNDARY -
LEGAL DESCRIPTION:
A PORTION OF THE SOUTH HALF OF THE
SOUTHWEST QUARTER OF THE SOUTHEAST
QUARTER AND A PORTION OF THE SOUTH
HALF OF THE SOUTHEAST QUARTER OF
THE SOUTHWEST QUARTER, ALL WITHIN
SECTION 35, TOWNSHIP 1 NORTH, RANGE
6 WEST, S.B.M.
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BASELINE AVENUE
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P.O. BOX 518
FONTANA, CA 92335
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TRACT BOUNDARY -
LEGAL DESCRIPTION:
A PORTION OF THE SOUTH HALF OF THE
SOUTHWEST QUARTER OF THE SOUTHEAST
QUARTER AND A PORTION OF THE SOUTH
HALF OF THE SOUTHEAST QUARTER OF
THE SOUTHWEST QUARTER, ALL WITHIN
SECTION 35, TOWNSHIP 1 NORTH, RANGE
6 WEST, S.B.M.
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BASELINE AVENUE
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1-210 FREEWAY
ITEM
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P.O. BOX 518
FONTANA, CA 92335
16839
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110
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Q-
13911 PARK AVENUE -
CONSTRUCT 4.5" AC OVER 12 "COMPACTED NATIVE MATERIAL (95%)
87,547
SF
-
c�
4,330
�
12'
CONSTRUCT CONCRETE SIDEWALK, 5' WIDE PER CITY STD. NO. 1015
23,940
U
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VICINITY MAP
N.T.S.
BENCHMARK: ELE-V. 1365.01
CALTRANS BENCH MARK NO. 361
SPIKE IN NORTH FACE OF POWER POLE
#1536697E ® SOUTH WEST CORNER OF
BASELINE AVENUE & SULTANA AVENUE
CA DU►CE-LANE
- ---- ,_ Hg-�:ET%,-,
� _ UNDERGROUND UTILITIES & STRUCTURES
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR
C/L ICHE APE KE IWAY I I STRUCTURES SHOWN IN THESE PLANS ARE OBTAINED BY A SEARCH OF
ET f, 2f� I ! - - T A :f T AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO
`�� ; '�� �J'� '� ` '� _ I EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE
i i i ____._.____-_ __ CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO
C/L AN APO LI S VE ; ;--- _.------,� �� I I !- ----
PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION
�I OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES.
,_27'�8 ' � J2 �� �D I i rFri,1 i!r X8_60 I "CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE
UNAUTHORIZED CHANGES OR USES OF
W RESPONSIBLE FOR OR LIABLE FOR,
_.__ __ a;, >. THESE PLANS. ALL CHANGES TO THE PLANS MUST BE INWRITING AND
- - -- Q MUST BE APPROVED BY THE PREPARER OF THESE PLANS.
C/Li PE PERPINE INE I DR ` f
4
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b ; ��, ? ; �� I �; ; o PRIVATE ENGINEER'S NOTICE TO CONTRACTORS
i SIFT 4
WTHE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
2 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
U ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED,
TRACT BOUNDARY r ��C r 100 5'� r r�C r �i� -' IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,
EXCEPTING FOR LIABILITY ARISING FORM THE SOLE NEGLIGENCE OF THE
C L BASELINE AVE N OWNER OR THE ENGINEER.
m
�
24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM
0 UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY
ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING S'LY N'LY
IMPROVEMENTS. R/WR/W
N 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE 66' 132 66'
� APPROVED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF ' -
I- FONTANA STANDARD DETAILS.
0
M
00
0 OWNER/DEVELOPER
FONTANA 56 INVESTORS, LLC
d CENTERSTONE COMMUNITIES
H 3500-B WEST LAKE CENTER DRIVE
d SANTA ANA, CA 92704
d TEL; ( 714) 4,37-0800
4-)
A
`� S. D ENGINEERING AND ASSOCIATES
N LAND PLANNING AND CIVIL ENGINEERING
i
Q
723 N. "D" STREET, SUITE 1 - SAN BERNARDINO, CALIF. 92401
o PHONE (909) 884-7090 FAX (909) 884-0124
A
0.5'
1 2 44 44 12
6 20' '
5.5' 5.5' 6'.
r
L. 2% 2%
10' AND
VARIABLE
0.5'
4 LOT B
Z FOR LANDSCAPE
.., 2% �------A 2% .__,,.,, PUNPOSE
EXISTING+ c'' EXISTING
SIDEWALK SIDEWALK
EXISTING EXISTING
CURB & GUTTER BASELINE AVENUE CURB & GUTTER
MAJOR HIGHWAY
NOT TO SCALE
D
DIAD- TWO NORKING
BEFORE DAYS BEFORE
YOU DIG YOU nig
TOLL FREE '1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REVISION DESCRIPTION
QUANTITY
ITEM
DESCRIPTION
TRACT NO.
7951 REDWOOD AVENUE
P.O. BOX 518
FONTANA, CA 92335
16839
UNIT
(D
SAWCUT AND REMOVE EXISTING CURB AND GUTTER
110
LF
13911 PARK AVENUE -
CONSTRUCT 4.5" AC OVER 12 "COMPACTED NATIVE MATERIAL (95%)
87,547
SF
VICTORVILLE, CA 92392-2407
CONSTRUCT CONCRETE CURB & GUTTER, 8" CF PER CITY STD. NO. 1003
4,330
LF
12'
CONSTRUCT CONCRETE SIDEWALK, 5' WIDE PER CITY STD. NO. 1015
23,940
SF
�5
CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY STD. NO. 102, W=16'
8,512
SF
6
CONSTRUCT MODIFIED CONCRETE CROSS -GUTTER PER CITY STD. NO. 104, W=8.0'
1,270
SF
�7
CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. NO. 1006
6
EA
909) 947-9441 (LOCAL CONTACT)
INSTALL 5800 LUMEN HPSV STREET LIGHT (70 WATT; #7) 25 FT. LUMINAIRE HEIGHT.
12
EA
_u
POLES SHALL BE MARBELITE OR EQUAL PER CITY STD. DWG. #1016
..� 6 �•• � -7
SD STORM DRAIN
5
INSTALL STOP SIGN PER CITY STD. NO. 139
3
EA
10
INSTALL STREET NAME SIGN PER CITY STD. NO. 139
6
EA
11
CONSTRUCT BARRICADE PER CITY STD. NO. 118
1
EA
12
INSTALL 9500 LUMEN HPSV STREET LIGHT (70 WATT; #7) 27 FT. LUMINAIRE HEIGHT.
2
EA
TOP OF CURB
POLES SHALL BE MARBELITE OR EQUAL PER CITY STD. DWG. #1016.
TI = 6.5
m
�
24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM
0 UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY
ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING S'LY N'LY
IMPROVEMENTS. R/WR/W
N 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE 66' 132 66'
� APPROVED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF ' -
I- FONTANA STANDARD DETAILS.
0
M
00
0 OWNER/DEVELOPER
FONTANA 56 INVESTORS, LLC
d CENTERSTONE COMMUNITIES
H 3500-B WEST LAKE CENTER DRIVE
d SANTA ANA, CA 92704
d TEL; ( 714) 4,37-0800
4-)
A
`� S. D ENGINEERING AND ASSOCIATES
N LAND PLANNING AND CIVIL ENGINEERING
i
Q
723 N. "D" STREET, SUITE 1 - SAN BERNARDINO, CALIF. 92401
o PHONE (909) 884-7090 FAX (909) 884-0124
A
0.5'
1 2 44 44 12
6 20' '
5.5' 5.5' 6'.
r
L. 2% 2%
10' AND
VARIABLE
0.5'
4 LOT B
Z FOR LANDSCAPE
.., 2% �------A 2% .__,,.,, PUNPOSE
EXISTING+ c'' EXISTING
SIDEWALK SIDEWALK
EXISTING EXISTING
CURB & GUTTER BASELINE AVENUE CURB & GUTTER
MAJOR HIGHWAY
NOT TO SCALE
D
DIAD- TWO NORKING
BEFORE DAYS BEFORE
YOU DIG YOU nig
TOLL FREE '1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
CIO
2
w Ro.33361 m
Exp. 06-30-12
q� civic.
I
INDEX MAP
„
SCALE: 1 =150
R/W 54'R/W
27' 27'
7' 20' 20' 7' IN
5 PUE5.5' LEVEL LINE 5.5' 5`I P
r 2% .0.16' 2%
o� 0
. "` -��{-- •-fir•- . _� (
0.5'
ANNAPOLIS WAY
DUKE LANE
PEPPERDINE DRIVE
CHESAPEAKE WAY
NOT TO SCALE
UTILITY PURVEYORS:
ELECTRICITY
REVISION DESCRIPTION
SOUTHERN CALIFORNIA EDISON CO.
CITY OF FONTANA
DISTRIBUTION PLANNING
8353 .SIERRA AVENUE
7951 REDWOOD AVENUE
P.O. BOX 518
FONTANA, CA 92335
FONTANA- CA 92335
(909) 357-6221
(909) 350-6632
GAS
VERIZON CALIFORNIA, INC.
SOUTHERN CALIFORNIA GAS CO.
13911 PARK AVENUE -
DISTRIBUTION PLANNING
SUITE 200
16231 VALLEY BOULEVARD
VICTORVILLE, CA 92392-2407
FONTANA, CA 92335
(760) 245-0846
(909) 428-8411
12'
-
Al LTEL. INC.
WATER
FIBER-OPTIC TELECOMMUNICATIONS
FONTANA WATER COMPANY
LAS VEGAS, NEVADA TO, LOS ANGELES, CA -
8440 NUEVO AVENUE
UPLAND, CA 91786
FONTANA CA, 92334
P.O, BOX 21348, MD 26-3
(909) 822-2201
TULSA, OK 74121 °
12-12_04
918) 588--3397
P OVED
909) 947-9441 (LOCAL CONTACT)
4
STANDARDS IN EFFECT.
FAX-
_u
mmm9cmE�i.+
..� 6 �•• � -7
SD STORM DRAIN
5
CIO
2
w Ro.33361 m
Exp. 06-30-12
q� civic.
I
INDEX MAP
„
SCALE: 1 =150
R/W 54'R/W
27' 27'
7' 20' 20' 7' IN
5 PUE5.5' LEVEL LINE 5.5' 5`I P
r 2% .0.16' 2%
o� 0
. "` -��{-- •-fir•- . _� (
0.5'
ANNAPOLIS WAY
DUKE LANE
PEPPERDINE DRIVE
CHESAPEAKE WAY
NOT TO SCALE
UTILITY PURVEYORS:
ELECTRICITY
SEWER
SOUTHERN CALIFORNIA EDISON CO.
CITY OF FONTANA
DISTRIBUTION PLANNING
8353 .SIERRA AVENUE
7951 REDWOOD AVENUE
P.O. BOX 518
FONTANA, CA 92335
FONTANA- CA 92335
(909) 357-6221
(909) 350-6632
GAS
VERIZON CALIFORNIA, INC.
SOUTHERN CALIFORNIA GAS CO.
13911 PARK AVENUE -
DISTRIBUTION PLANNING
SUITE 200
16231 VALLEY BOULEVARD
VICTORVILLE, CA 92392-2407
FONTANA, CA 92335
(760) 245-0846
(909) 428-8411
12'
-
Al LTEL. INC.
WATER
FIBER-OPTIC TELECOMMUNICATIONS
FONTANA WATER COMPANY
LAS VEGAS, NEVADA TO, LOS ANGELES, CA -
8440 NUEVO AVENUE
UPLAND, CA 91786
FONTANA CA, 92334
P.O, BOX 21348, MD 26-3
(909) 822-2201
TULSA, OK 74121 °
12-12_04
918) 588--3397
P OVED
909) 947-9441 (LOCAL CONTACT)
EXISTING \OPOSE EXISTING NATURAL GROUND
SIDEWALK SIDEWALK TF TOP OF BLOCK WALL FOOTING
EXISTING EXISTING
CURB & GUTTER SAN SEVAINE R®AD CURB & GUTTER
AC PAVEMENT
COLLECTOR STREET
NOT TO SCALE CONCRETE
TI=7.0 �.
BASIS OF BEARINGS
BASIS OF BEARINGS WAS TAKEN FROM THE
CENTERLINE OF SAN SEVAI.NE ROAD SHOWN
AS N00012'45"E PER TRACT NO. 15961
RECORDED IN BOOK 288 OF MAPS, PAGES
7 THROUGH 10, RECORDS OF THE COUNTY
OF SAN BERNARDINO, STATE OF CALIFORNIA
. _ o
INDEX. OF DRAWINGS
SWEET NO. DESCRIPTION
SHEET 1: TITLE SHEET
SHEET 2: SULLIVAN LANE & ANNAPOLIS WAY
SHEET 3: PEPPERpINE DRIVE
SHEET 4: DUKE LANE & CHESAPEAKE WAY
SHEET 5: SAN SEVAINE ROAD/LINE OF SIGHT
SHOULD CONSTRUCTION OF THE .REQUIRED IMPROVEMENTS NOT
Prepared Under The Supervision Of :
CITY OF FONTANA, CALIFORNIA
Ess
p�� tpN
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
R/W
68'
R/W
ERT Y BOUNDARY
34'
34'
TITLE SHEET
SCALE:
AS SHOWN
�' - LOT LINE
' 12'
22'
22'
12'
-
- - CENTERLINE
•
Z%
5.LLEVEL
LINE
0.12'
DESIGNED BY:
5.5
2% '
- - -
- --
- - - - -- OFFSITE R/W
- -- - -- -- EASEMENT LINE
,_..,
WL
12-12_04
P OVED
DAYLIGHT LINE
4
STANDARDS IN EFFECT.
_u
4
..� 6 �•• � -7
SD STORM DRAIN
5
2
SEWER LINE
3
SULLIVAN LANE
3
�^
'`' -- - - --- WATER LINE
NOT TO
SCALE
TC
TOP OF CURB
TI = 6.5
FL
FLO WLI N E
W'LY
E'LY
BW
BACK OF WALK
R/W
68'
R/W
HP
HIGH POINT
34'
34'
10'
PE
PAD ELEVATION
' 12'
22'
22' 12'
0,5'
-r
STREET NAME/STOP SIGN
--j
5'
6.5
6.5
LOT A & B
STREET LIGHT
2%
?%
51
: N
Z• FOR LANDSCAPE
BSL
BUILDING SETBACK LINE
-
A
2%
'����-�� PURPOSE
FG
PROPOSED FINISH GROUND
EXISTING \OPOSE EXISTING NATURAL GROUND
SIDEWALK SIDEWALK TF TOP OF BLOCK WALL FOOTING
EXISTING EXISTING
CURB & GUTTER SAN SEVAINE R®AD CURB & GUTTER
AC PAVEMENT
COLLECTOR STREET
NOT TO SCALE CONCRETE
TI=7.0 �.
BASIS OF BEARINGS
BASIS OF BEARINGS WAS TAKEN FROM THE
CENTERLINE OF SAN SEVAI.NE ROAD SHOWN
AS N00012'45"E PER TRACT NO. 15961
RECORDED IN BOOK 288 OF MAPS, PAGES
7 THROUGH 10, RECORDS OF THE COUNTY
OF SAN BERNARDINO, STATE OF CALIFORNIA
. _ o
INDEX. OF DRAWINGS
SWEET NO. DESCRIPTION
SHEET 1: TITLE SHEET
SHEET 2: SULLIVAN LANE & ANNAPOLIS WAY
SHEET 3: PEPPERpINE DRIVE
SHEET 4: DUKE LANE & CHESAPEAKE WAY
SHEET 5: SAN SEVAINE ROAD/LINE OF SIGHT
SHOULD CONSTRUCTION OF THE .REQUIRED IMPROVEMENTS NOT
Prepared Under The Supervision Of :
CITY OF FONTANA, CALIFORNIA
Ess
p�� tpN
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
�w� ESH Dp�dq� F
STREET IMPROVEMENT PLANS
DRAWN BY:
WL
TITLE SHEET
SCALE:
AS SHOWN
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
W y m
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PIANS TO
M
EXF 6630108
SURESH DODDIAH
R.C.E. 36361 EXP 6-30-0$
TR�►GT NO. 168:39
DESIGNED BY:
DATE:
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
� CIVIL .�
rTf a� op4�a
n
�O -12� ��
WL
12-12_04
CHECKED BY:
P OVED
DRAWING No.:
1
STANDARDS IN EFFECT.
DATE:
WL
..� 6 �•• � -7
39P
5
dITY ENGINEER R.C.E. 51:1` DATE: