HomeMy WebLinkAbout3424-1STREET IMPROVEMENT 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 SHALI_ 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 1AATM EXISTING CONCRETE
CITY OF FONTANA
STREET IMPROVEMENT PLANS
TRACT 16325-2
6 7 8 9 1 10 1 11 12 13114 15 1 16 1 17 1 18 19 20 21 22 23 24 25 26
LEGEND -
5 - - -STfT«T - -
)*o STREET LIGHT
t STOP SIGN clHET 4
+ STREET NAME SIGN 455 68 69 70 71 72 73 74 75 76 77 78 79rHEE
80 81
TRACT BOUNDARY 3 I
- - - -- 82 29
CROSS GUTTER FLOW
DIRECTION OF STREET FLOW 56 67 94 93 92 91 90 89 88 87
FL FLOW LINE 2 86 83 �� 30
TC TOP OF CURB 1 (D 57 66 = 31
FS FINISH SURFACE ET = 84
GB GRADE BREAK G SHEET 6 85 32
85
MOC MIDDLE OF CURVE ' AN � 58 95 109 108 107 106 105 104
C/L CENTERLINE ROCKROSE l-^ 33
MOVC MIDDLE OF VERTICAL CURVE N 64
59
BVC BEGIN VERTICAL CURVE 34
EVC END VERTICAL CURVE 54 R 96 100 101 102 103 35
XGUT CROSS GUTTER 53 60 63 98 99
BC BEGIN CURVE 97 •7 c E T 7 36
or
EC END CURVE 37
BCR BEGIN CURB RETURN 52 61 62
38 00,
ECR END CURB RETURN _p 40 39 01
TAN GR. TANGENT GRADE 51 41
W.
PVI POINT OF VERTICAL INTERSEC77ON 43 42 m LO "B"
47 45
,Gt
PI POINT OF INTERSECTION 44
OC ON CURB 50 49 LOT "A" 46 03 / \ �!�
VC VERTICAL CURVE
L T LEFT
C�
NTS NOT TO SCALE - DUNS N
27
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.
m
j
m
INDEX MAP
1 "=150'
WATER WEST VALLEY WATER DISTRICT
855 W. BASELINE
RIALTO, CA 92377
ATTENTION: LON TSAI
TELEPHONE: (909) 875-1804
SEWER CITY OF FONTANA
8353 SIERRA AVE
FONTANA, CA 92335
ATTENTION: CARLOS NAVARRO
TELEPHONE (909) 350-6632
R/W R/W
68'
12' 44' 12'
5' 6.5 22' 1 22' 6.5' 5'
0.5' -IF I r-TC=1P+0.12(8"CF) TC=q+0.12(8"CF) --A I
H.5'
TYPICAL STREET SECTION
BASIS OF BEARINGS: LEGAL DESCRIPTION: OWNER/DEVELOPER SOILS ENGINEER BRAMBLE LANE
THE NORTH LINE OF THE SOUTHEAST 1/4 OF BEING A SUBDIVISION OF A PORTION N.T.S.
SECTION 23 TAN R.6W S.B.M. SHOWN AS OF THE EAST 1/2 OF THE CENTEX HOMES ALBUS-KEEFE 8 ASSOC. T= 6.5
N89 5
. EAST 1/4 OF SECTION 23
918W PER AMENDING TRACT MAP NO.,
13750 M.B. 250/48-66
SOUTH 1
TOWNSHIP 1 NORTH, RANGE 6
WEST OF THE SAN BERNARDINO
BASE AND MERIDIAN, IN SAID
COUNTY.
2280 Wardlow Circle, Ste 150
Corona, CA 92880-2896
Ph: (909) 279-4000
Fax: (909) 273-2100
7RAC7 18826
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS
h�Q�'Q�t�tHURcti
48 46
44
43 1
42
41 40
30
38
37
38
1 36
34
33
32
31
3D
20
28
Zy
28
26
MWDSC 3 INCH BRASS DISK STAMPED "33A 1992".
.
-�-
e w.
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
., .1 .'
J. ,. -;1
.. .. �.• .. - .,, -., �' _ .
,i ., _ - . s-�1
6 7 8 9 1 10 1 11 12 13114 15 1 16 1 17 1 18 19 20 21 22 23 24 25 26
LEGEND -
5 - - -STfT«T - -
)*o STREET LIGHT
t STOP SIGN clHET 4
+ STREET NAME SIGN 455 68 69 70 71 72 73 74 75 76 77 78 79rHEE
80 81
TRACT BOUNDARY 3 I
- - - -- 82 29
CROSS GUTTER FLOW
DIRECTION OF STREET FLOW 56 67 94 93 92 91 90 89 88 87
FL FLOW LINE 2 86 83 �� 30
TC TOP OF CURB 1 (D 57 66 = 31
FS FINISH SURFACE ET = 84
GB GRADE BREAK G SHEET 6 85 32
85
MOC MIDDLE OF CURVE ' AN � 58 95 109 108 107 106 105 104
C/L CENTERLINE ROCKROSE l-^ 33
MOVC MIDDLE OF VERTICAL CURVE N 64
59
BVC BEGIN VERTICAL CURVE 34
EVC END VERTICAL CURVE 54 R 96 100 101 102 103 35
XGUT CROSS GUTTER 53 60 63 98 99
BC BEGIN CURVE 97 •7 c E T 7 36
or
EC END CURVE 37
BCR BEGIN CURB RETURN 52 61 62
38 00,
ECR END CURB RETURN _p 40 39 01
TAN GR. TANGENT GRADE 51 41
W.
PVI POINT OF VERTICAL INTERSEC77ON 43 42 m LO "B"
47 45
,Gt
PI POINT OF INTERSECTION 44
OC ON CURB 50 49 LOT "A" 46 03 / \ �!�
VC VERTICAL CURVE
L T LEFT
C�
NTS NOT TO SCALE - DUNS N
27
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.
m
j
m
INDEX MAP
1 "=150'
WATER WEST VALLEY WATER DISTRICT
855 W. BASELINE
RIALTO, CA 92377
ATTENTION: LON TSAI
TELEPHONE: (909) 875-1804
SEWER CITY OF FONTANA
8353 SIERRA AVE
FONTANA, CA 92335
ATTENTION: CARLOS NAVARRO
TELEPHONE (909) 350-6632
R/W R/W
68'
12' 44' 12'
5' 6.5 22' 1 22' 6.5' 5'
0.5' -IF I r-TC=1P+0.12(8"CF) TC=q+0.12(8"CF) --A I
H.5'
TYPICAL STREET SECTION
BASIS OF BEARINGS: LEGAL DESCRIPTION: OWNER/DEVELOPER SOILS ENGINEER BRAMBLE LANE
THE NORTH LINE OF THE SOUTHEAST 1/4 OF BEING A SUBDIVISION OF A PORTION N.T.S.
SECTION 23 TAN R.6W S.B.M. SHOWN AS OF THE EAST 1/2 OF THE CENTEX HOMES ALBUS-KEEFE 8 ASSOC. T= 6.5
N89 5
. EAST 1/4 OF SECTION 23
918W PER AMENDING TRACT MAP NO.,
13750 M.B. 250/48-66
SOUTH 1
TOWNSHIP 1 NORTH, RANGE 6
WEST OF THE SAN BERNARDINO
BASE AND MERIDIAN, IN SAID
COUNTY.
2280 Wardlow Circle, Ste 150
Corona, CA 92880-2896
Ph: (909) 279-4000
Fax: (909) 273-2100
1403 North Batavia Street
Orange, CA 92867
Ph: (714) 744-9760
Fax: (714) 744-9750
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS
h�Q�'Q�t�tHURcti
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN
BENCH MARK:
O
REV.
REVISION DESCRIPTION
CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT.
sCIV
ICI►L�F /
DESCRIBED BY METROPOLITAN WATER DISTRICT SO.
CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE
INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE
0
SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101
FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37
FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH
ON THE NORTHWEST CORNER OF A 10 FOOT WIDE
CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
MWDSC 3 INCH BRASS DISK STAMPED "33A 1992".
TOLL FREE 1-800-227-2600
NAVD 88 - 1508.56 (FEET)
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
RECORD DRAWING
U , N= V
RECORD DRAWING
R/W
12'
6' 5'
UTILITY PURVEYORS
SHEET INDEX
1 TITLE SHEET
2 WISTERIA LANE & ROCKROSE LANE
3 THISTLE STREET
4 THISTLE STREET & BRAMBLE LANE
5 PETUNIA STREET & GLADIOLA LANE
6 HYDRANGEA LANE
7 PETUNIA STREET
8 DETAIL SHEET
GAS SOUTHERN CALIFORNIA GAS COMPANY ELECTRIC SOUTHERN CALIFORNIA EDISON COMPANY
P.O. BOX 97 7951 REDWOOD AVE.
SAN DIMAS, CA 91773 FONTANA, CA 92336
ATTENTION: DAN RENDLER ATTENTION: HAL STEWART
TELEPHONE (909) 335-7760 TELEPHONE (909) 357-6231
TELEPHONE PACIFIC BELL CABLE ADELPH14
3939 L CONORADO ST., 2nd FLOOR 1260 DUPONT ST.
ANAHEIM, CA 92807 ONTARIO, CA 91761
ATTENTION: LARRY SIGAWGO ATTENTION: KIM CHITWOOD
TELEPHONE (714) 666-5500 TELEPHONE: (909) 350-6731
`/
164'
40'
20' 20'
TYPICAL STREET SECTION
R
12'
5' 6' `
I"1'
w"' F PETUNIA STREET. GLADIOLA LANE, HYDRANGEA LANE,
Q No.81w z & PORTION OF THISTLE STREET (STA 4+00 TO STA 14+85.31)
N.T.S.
T=5.5
DATE I ENGR. I CITY I DATE
H.G.
COYOTE
CANYON
ROA
/1"-ROADAN CANYON
SITE LOCATION
CHERRY
AVENUE QEF'
5� LYTLE CREEK
WILSON BEECH ��'�ROAD
AVENUE AVEN DUNCAN CANYON
ROAD I
WC►N►TY IUAP
MT.S
CONSTRUCTION NOTES
QUANTITIES
U CONSTRUCT 4" MIN A.C. PAVEMENT OVER 12" OF 957. COMPACTED NATIVE, 189,529 SF
SEE NOTES 31 & 32
2O CONSTRUCT 6" CURB AND GUTTER PER STD. PLAN NO. 1003 7,309 LF
O CONSTRUCT 8" CURB AND GUTTER PER STD. PLAN NO. 1003 2,182 LF
O CONSTRUCT SIDEWALK PER STD. PLAN NO. 1015 59,078 SFT"
5O CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER STD. PLAN NO. 1006 10 EA
6O CONSTRUCT 8' WIDE MODIFIED CROSS GUTTER PER STD. DETAIL 104 4,530 SF
O7 CONSTRUCT 8"-6" CURB TRANSITION 266 LF
O CONSTRUCT STREET LIGHT 5800 LUMEN PER STD. PLAN NO. 1016 (SCE 17) 20 EA
O9 CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH (16' MAX) PER STD. PLAN NO. 1005 10,355 SF
10 CONSTRUCT 4.5" MIN A.C. PAVEMENT OVER 12" OF 957. COMPACTED NATIVE, 4,510 SF
SEE NOTES 31 & 32
i l NOT USED --
12 CONSTRUCT LOCAL DEPRESSION PER APWA STD PLAN NO 313-1, CASE B, 3 EA
SEE DETAIL ON SHT 8
13 REMOVE EXISTING BARRICADE 4 EA
14 JOIN EXISTING PAVEMENT PER DETAIL SHEET 2 2 EA
15 ADJUST MANHOLES AND VALVES TO GRADE 52 EA
ENGINEER'S NOTICE TO CONTRACTORS
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND O)? OVERHEAD UTILITIES OR STRUCTURES SHOWN
ON THESE PLANS ARE APPROXIMATE. THE ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION
OF SAID LINES NOR FOR UTILITIES OR IRRIGATION LINES WHOSE LOCATION ARE NOT SHOWN. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO
WORK TO ACCURATELY IDENTIFY THESE LOCATIONS, WHETHER OR NOT SHOWN HEREON, AND IS
RESPONSIBLE FOR ANY DAMAGE OR PROTECTION OF THESE LINES. PHASED UTILITY RELOCATIONS MAY BE
NECESSARY AND SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CLOSELY COORDINATE HIS ACTIVITIES
WITH THOSE OF ALL UTILITY COMPANIES. THE CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO
UNDERGROUND SERVICE ALERT (U.S.A.) PHONE 1-800-227-2600 TWO (2) WORKING DAYS PRIOR TO
DIGGING. NO CONSTRUCTION PERMIT ISSUED BY PUBLIC WORKS DEPARTMENT SHALL BE VALID INVOLVING
UNDERGROUND FACILITIES UNLESS THE APPLICANT HAS AN INQUIRY IDENTIFICATION NUMBER ISSUED BY
U.S.A.
THE ESTIMATED QUANTITY FOR EACH SPECIFIC ITEM OF THE WORK DESIGNATED ON THE PLANS SHALL BE
CONSIDERED AS APPROXIMATE ONLY AND NO GUARANTEE IS MADE THAT THE QUANTITIES WHICH CAN BE
DETERMINED BY COMPUTATIONS, BASED ON THE DETAILS AND DIMENSIONS SHOWN ON THE PLANS, WILL
EQUAL THE ESTIMATED QUANTITIES. THE ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY
FOR THE CONVENIENCE OF THE OWNER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION AND BE
RESPONSIBLE FOR HIS OWN CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK,
OR PORTION THEREOF, REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE
OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK.
PRIVATE ENGINEER NOTE
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 AND THE CITY OF FONTANA
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.
R/W R/W
164'
12' 40' 12'
6' 5' 20' 20' 5' 6' ,=
N
1 ' TC=�+0.16(8"CF) ' TC=�+0.16(8"CF)to
1 N
M
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2.07 2O% 2.0/o
- 2.0Z .�
% 4 4 X141 1.11'
3 N
TYPICAL STREET SECTION
N
WISTERIA LANE, ROCKROSE LANE, & PORTION OF
0 0
THISTLE STREET (STA 1+03 TO STA 3+63.62) 0:3
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9130 Anaheim PI., Ste. 120 -Rancho Cucamonga, CA 91730.909-484-9090 DRAWN BREF
PREPARED UNDER THE SUPERVISION OF: DESIGNED BY:
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COYOTE CANYON TRACT 16325-2
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STREET IMPROVEMENT PLANS �A� AS SHOWN o
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MAR 2004 E
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TTY ENGIN R R.C.E. 51152 DATE: 3424 $ o J
SEAL-ENGWEER
NOT
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SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS
h�Q�'Q�t�tHURcti
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN
HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER
T No. 31681 z _2
MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO
* Exp. 12/31/04
CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT.
sCIV
ICI►L�F /
COYOTE
CANYON
ROA
/1"-ROADAN CANYON
SITE LOCATION
CHERRY
AVENUE QEF'
5� LYTLE CREEK
WILSON BEECH ��'�ROAD
AVENUE AVEN DUNCAN CANYON
ROAD I
WC►N►TY IUAP
MT.S
CONSTRUCTION NOTES
QUANTITIES
U CONSTRUCT 4" MIN A.C. PAVEMENT OVER 12" OF 957. COMPACTED NATIVE, 189,529 SF
SEE NOTES 31 & 32
2O CONSTRUCT 6" CURB AND GUTTER PER STD. PLAN NO. 1003 7,309 LF
O CONSTRUCT 8" CURB AND GUTTER PER STD. PLAN NO. 1003 2,182 LF
O CONSTRUCT SIDEWALK PER STD. PLAN NO. 1015 59,078 SFT"
5O CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER STD. PLAN NO. 1006 10 EA
6O CONSTRUCT 8' WIDE MODIFIED CROSS GUTTER PER STD. DETAIL 104 4,530 SF
O7 CONSTRUCT 8"-6" CURB TRANSITION 266 LF
O CONSTRUCT STREET LIGHT 5800 LUMEN PER STD. PLAN NO. 1016 (SCE 17) 20 EA
O9 CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH (16' MAX) PER STD. PLAN NO. 1005 10,355 SF
10 CONSTRUCT 4.5" MIN A.C. PAVEMENT OVER 12" OF 957. COMPACTED NATIVE, 4,510 SF
SEE NOTES 31 & 32
i l NOT USED --
12 CONSTRUCT LOCAL DEPRESSION PER APWA STD PLAN NO 313-1, CASE B, 3 EA
SEE DETAIL ON SHT 8
13 REMOVE EXISTING BARRICADE 4 EA
14 JOIN EXISTING PAVEMENT PER DETAIL SHEET 2 2 EA
15 ADJUST MANHOLES AND VALVES TO GRADE 52 EA
ENGINEER'S NOTICE TO CONTRACTORS
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND O)? OVERHEAD UTILITIES OR STRUCTURES SHOWN
ON THESE PLANS ARE APPROXIMATE. THE ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION
OF SAID LINES NOR FOR UTILITIES OR IRRIGATION LINES WHOSE LOCATION ARE NOT SHOWN. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO
WORK TO ACCURATELY IDENTIFY THESE LOCATIONS, WHETHER OR NOT SHOWN HEREON, AND IS
RESPONSIBLE FOR ANY DAMAGE OR PROTECTION OF THESE LINES. PHASED UTILITY RELOCATIONS MAY BE
NECESSARY AND SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CLOSELY COORDINATE HIS ACTIVITIES
WITH THOSE OF ALL UTILITY COMPANIES. THE CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO
UNDERGROUND SERVICE ALERT (U.S.A.) PHONE 1-800-227-2600 TWO (2) WORKING DAYS PRIOR TO
DIGGING. NO CONSTRUCTION PERMIT ISSUED BY PUBLIC WORKS DEPARTMENT SHALL BE VALID INVOLVING
UNDERGROUND FACILITIES UNLESS THE APPLICANT HAS AN INQUIRY IDENTIFICATION NUMBER ISSUED BY
U.S.A.
THE ESTIMATED QUANTITY FOR EACH SPECIFIC ITEM OF THE WORK DESIGNATED ON THE PLANS SHALL BE
CONSIDERED AS APPROXIMATE ONLY AND NO GUARANTEE IS MADE THAT THE QUANTITIES WHICH CAN BE
DETERMINED BY COMPUTATIONS, BASED ON THE DETAILS AND DIMENSIONS SHOWN ON THE PLANS, WILL
EQUAL THE ESTIMATED QUANTITIES. THE ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY
FOR THE CONVENIENCE OF THE OWNER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION AND BE
RESPONSIBLE FOR HIS OWN CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK,
OR PORTION THEREOF, REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE
OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK.
PRIVATE ENGINEER NOTE
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 AND THE CITY OF FONTANA
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.
R/W R/W
164'
12' 40' 12'
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PREPARED UNDER THE SUPERVISION OF: DESIGNED BY:
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