HomeMy WebLinkAbout3427-1STREET IMPROVEMENT NOTES
T. ALL WUKK SHALL UL 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 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.
CITY OF FONTANA
STREET IMPROVEMENT PLANS
TRACT 16326
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. EXISTING 20'
MWD
ACCESS ROAD
4
28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE
_ t i
BEEN PLACED, INSPECTED AND APPROVED.
7951 REDWOOD AVE.
WATER
WEST VALLEY WATER DISTRICT
FOX RIDGED IR VE
29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO
CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO
RIALTO, CA 92377
ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE
ATTENTION: LON TSAI
COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS
PAVING OF STREETS.
AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY
2_0-z1
2.0%
30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR
21
FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL AND THE
TO PLACEMENT.
CITY HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION SEWER
CITY OF FONTANA
31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND
8353 SIERRA AVE.
- -
APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION
t
ATTENTION: G4RLOS NAVARRO
OF ROUGH GRADING.
TELEPHONE (909) 350-6632
- -
32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL
NO. 13750, M.B. 250/48-66
TOWNSHIP 1 NORTH, RANGE 6
STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED
Orange, CA 92867
-
TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING.
BC
WEST OF THE SAN BERNARDINO
BASE AND MERIDIAN, IN SAID
33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO
Ph: (714) 744-9760
T1=5.5
FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING.
END CURVE
COUNTY.
Fax: (909) 273-2100
Fax: (714) 744-9750
12'
34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING,
BENCH MARK:
12'
BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY
18'
r
a`
TRAFFIC ENGINEER.
TC
_
Z -
I ENGR.
I CITY
I DATE
35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS
1j0
2.090
AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER.
2.
°M°_ r
36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER
PI
POINT OF INTERSECTION
OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER.
MOC
�- -
OC
ON CURB
CIL
CENTERLINE
VC
25' ESMT. FOR SEWER 25' ESMT. FOR STORM DRAIN
TRACT BOUNDARY/MWD RIGHT-OF-WAY
//�
28 29 30 31 32 31 134 35 36 37 38 39 40 � // /
1 I FOX RIDGE DRIV 41
CHERRY_
AVENUE
WILSON
AVENUE
IBEECH
AVENUE_
SITE LOCATION
DUNCAN CANYON
ROAD
5 / `- LYTLE CREEK
I ROAD
DUNCAN CANYON
ROAD
IwT.S.
SHEET 2
24
27 26 25 / / CONSTRUCTION NOTES QUANTITIES
/
23 22 21 20 I 44 43 / � �
42
CONSTRUCT 4" MIN. A.C. OVER 12" MIN. NATIVE MATERIAL COMPACTED TO 957. 88,022 SF
11 12 19 45 / i // (SEE GENERAL NOTES 31 AND 32)
10 18 �tA, / / OP�� O CONSTRUCT 6" CURB AND GUTTER PER STD. PLAN NO. 1003 4,330 LF
13 17 46 / / , �OJ� O CONSTRUCT 8" CURB AND GUTTER PER STD. PLAN NO. 1003 169 LF
9 16 �Q�� 47 i /� / �Q�'� 0 CONSTRUCT SIDEWALK PER STD. PLAN NO. 1015 28,545 SF
8 14 or
15 ��� i �F•QO 48 / / , 5O CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER STD. PLAN NO. 1006 6 EA
CONSTRUCT 8' MODIFIED CROSS GUTTER PER STD. DETAIL 104 1,745 SF
O
7 - sy�c�`� ' 7 O CONSTRUCT 6"-8" CURB TRANSITION 95 LF
49 Ir�/ / / /�� '�`
8O
6 50 ,�h
INSTALL STREET LIGHT 5800 LUMEN PER STD. PLAN N0.1016 (SCE #7) 11 EA
/�/GP��G� �
53 52 / //OJ��O ,0 9O INSTALL 12" LIMIT LINE PER CALTRANS STD. NO. A24E, SEE DETAIL SHE 5 3 EA
5 01 51
wl w 54 // / // ' ��Q- 10 INSTALL STREET NAME AND STOP SIGN PER C.O.F. STD. N0. 139 3 EA
4 a / ` 11 CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH (16' MAX) PER STD. PLAN NO. 1005 5,467 SF
// 12
3 INSTALL PAVEMENT MARKING WORD "STOP" PER CALTRANS STD. NO. A24D, SEE 1 EA
L� - 55 / � /�
ENGINEERS NOTICE TO CONTRACTORS DETAIL SHT. 5 _ , //
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND OR OVERHEAD UTILITIES OR 2 CONSTRUCT 4.5" MIN. A.C. OVER 12" MIN. NATIVE MATERIAL COMPACTED TO 957. 4,510 SF
STRUCTURES SHOWN ON THESE PLANS ARE APPROXIMATE. THE ENGINEER ASSUMES - // (SEE GENERAL NOTES 31 AND 32)
NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITIES OR , 14 NOT USED EA
IRRIGATION LINES WHOSE LOCATION ARE NOT SHOWN. THE CONTRACTOR SHALL - 1
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 i /
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.
i
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 INDEX MAP
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
A O
0
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROl1ND SERVICE ALERT
NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS
4
INCLUDED IN THE OTHER ITEMS OF WORK.
12'
PRIVATE ENGINEER NOTE
7951 REDWOOD AVE.
WATER
WEST VALLEY WATER DISTRICT
,
CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED
855 W. BASELINE
CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO
RIALTO, CA 92377
ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE
ATTENTION: LON TSAI
COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS
TELEPHONE: (909) 875-1804
AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY
2_0-z1
2.0%
AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR
21
FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL AND THE
ADELPH4
CITY HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION SEWER
CITY OF FONTANA
WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING
8353 SIERRA AVE.
FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL.
FONTANA, CA 92335
t
ATTENTION: G4RLOS NAVARRO
2280 Wardlow Cirde, Ste 150
TELEPHONE (909) 350-6632
R/W R/W
0.5
A O
0
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROl1ND SERVICE ALERT
64'
4
5
12'
40' 12'
7951 REDWOOD AVE.
it
6' 5'
20'
20'
5' 6'
1 '
OWNERIDEVELOPER
TC= �-0.01(6 "CF)
ow
TC= �-0.01(6 "CF)
SECTION ��
PORTION OF;'
THE NORTH LINE OF THE SOUTHEAST 1/4
2_0-z1
2.0%
2.07. 209,
21
CABLE
ADELPH4
OF SECTION 23 TAN R.6W S.B.M. SHOWN
AS N89'59'18"w PER AMENDING TRACT MAP
OF THE EAST 1/2 OF THE
SOUTHEAST 1/4 OF SECTION 23,
0.5
DESCRIBED BY METROPOLITAN WATER DISTRICT SO.
CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE
INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE
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
MWDSC 3 INCH BRASS DISK STAMPED "33A 1992'.
NAVD 88 - 1508.56 (FEET)
A O
0
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROl1ND SERVICE ALERT
ELECTRIC
4
5
4 �' 1
;-
CONSTRUCT MODIFIED INLET LOCAL DEPRESSION PER APWA STD PLAN NO 313-1, 2 EA
7951 REDWOOD AVE.
CASE B, SEE
SAN DIMAS, CA 91773
2
2
R EC QR D -D R„A WING
BASIS OF BEARINGS:
LEGAL DESCRIPTION:
OWNERIDEVELOPER
SOILS ENGINEER
TYPICAL STREET
CRANE STREET AND
SECTION ��
PORTION OF;'
THE NORTH LINE OF THE SOUTHEAST 1/4
BEING A SUBDIVISION OF A PORTION
TELEPHONE
PACIFIC BELL
CABLE
ADELPH4
OF SECTION 23 TAN R.6W S.B.M. SHOWN
AS N89'59'18"w PER AMENDING TRACT MAP
OF THE EAST 1/2 OF THE
SOUTHEAST 1/4 OF SECTION 23,
CENTEX HOMES
ALBUS-KEEFE 8 ASSOC. FOX
RIDGE DRIVE (STA 1
y � � =1
+00 TO 7+08.55 0
t
ONTARIO, CA 91761
2280 Wardlow Cirde, Ste 150
1403 North Batavia Street
ATTENTION. GRACE MAR71NEZ
NO. 13750, M.B. 250/48-66
TOWNSHIP 1 NORTH, RANGE 6
Corona, CA 92880-2896
Orange, CA 92867
N.T.S.
s� ,
BC
WEST OF THE SAN BERNARDINO
BASE AND MERIDIAN, IN SAID
Ph: (909) 279000
Ph: (714) 744-9760
T1=5.5
t
r ,
END CURVE
COUNTY.
Fax: (909) 273-2100
Fax: (714) 744-9750
12'
_
BENCH MARK:
12'
6' 5.5
18'
REV.
I REVISION DESWnaN
TC
DATE
I ENGR.
I CITY
I DATE
FS
DESCRIBED BY METROPOLITAN WATER DISTRICT SO.
CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE
INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE
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
MWDSC 3 INCH BRASS DISK STAMPED "33A 1992'.
NAVD 88 - 1508.56 (FEET)
A O
0
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROl1ND SERVICE ALERT
ELECTRIC
SOUTHERN CALIFORNIA EDISON COMPANY
5
P.O. BOX 97
CONSTRUCT MODIFIED INLET LOCAL DEPRESSION PER APWA STD PLAN NO 313-1, 2 EA
7951 REDWOOD AVE.
CASE B, SEE
SAN DIMAS, CA 91773
ON SHEET
FONTANA, CA 92336
17
ATTENTION. DAN RENDLER
1 I
RECORD DRAWING
H.G.
1 "=150'
UTILITY PURVEYORS
GAS
SOUTHERN CALIFORNIA GAS COMPANY
ELECTRIC
SOUTHERN CALIFORNIA EDISON COMPANY
5
P.O. BOX 97
CONSTRUCT MODIFIED INLET LOCAL DEPRESSION PER APWA STD PLAN NO 313-1, 2 EA
7951 REDWOOD AVE.
CASE B, SEE
SAN DIMAS, CA 91773
ON SHEET
FONTANA, CA 92336
17
ATTENTION. DAN RENDLER
ATTENTION. HAL STEWART
18
TELEPHONE (909) 335-7760
A/C PAVEMENT PER DETAIL SHEET 2
TELEPHONE. (909) 357-6231
TELEPHONE
PACIFIC BELL
CABLE
ADELPH4
3939 E. CONORADO ST., 2nd FLOOR
STREET LIGHT
1260 DUPONT ST.
BEGIN VERTICAL CURVE
ANAHEIM, CA 92807
t
ONTARIO, CA 91761
EVC
ATTENTION. LARRY SIGNAIGO
ATTENTION. GRACE MAR71NEZ
STREET NAME SIGN
TELEPHONE (714) 666-5500
CROSS GUTTER
TELEPHONE. (909) 350-6522
- - - -
q
BC
BEGIN CURVE
R/ W
-- - - ---
CROSS GUTTER FLOW
R W
/
END CURVE
60'
---
DIRECTION OF STREET FLOW
12'
36'
12'
6' 5.5
18'
18'
5.5' 6' 0.5'
TC
TC=1F+0.03(6 "CF) TC= �+0.03(6 "CF)
TAN GR.
TANGENT GRADE
FS
FINISH SURFACE
2.090
.0% 1
2.
2.090 � 1
TYPICAL STREET SECTION
_OSPREY COURT AND PORTION OF
FOX RIDGE DRIVE (STA 7+08.55 TO 9+79.38)
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 CONDITIONS AND STANDARDS IN EFFECT.
N.T.S.
TI=5,5
SE4L-EYONM
QROFESS/
�tHUR
W 1 No. 31681 i 2
* Exp. 12/31/04
�r9lF CI VIS N
CALVE
U
15 CONSTRUCT MODIFIED INLET LOCAL DEPRESSION PER APWA STD PLAN NO 313-1, 2 EA
1 TITLE SHEET
2 FOX RIDGE DRIVE
3 CRANE STREET
4 OSPREY COURT & HERON WAY
5 DETAILS
CL
R/W I RIW
68'
12'44' 12' or
0.5' 6' 5.5' 22' 22' 5.5' 6' 0.5'
- TC=�+0.12(8"CF) TC=�+0.12(8"CF) M
" 2.09
13 2 0% 2.0% ti, i
22.0%
1 4
4
3 3
TYPICAL STREET SECTION
HERON WAY C
i.�
N.T.S. o
T1=6.5
r7n[7 & Fbremw Inc.
LJLJV A Civil Engineering •Planning -Surveying -Public Works
9130 Anaheim PI., Ste. 120 -Rancho Cucamonga, CA 91730.909-484-9090
PREPARED UNDER THE SUPERVISION OF:
1 _�
`IC�"A AI Z(
CASE A, SEE
DETAIL ON SHEET 3 AND APWA STD.
ON SHEET
5
16
CONSTRUCT MODIFIED INLET LOCAL DEPRESSION PER APWA STD PLAN NO 313-1, 2 EA
DATE a;
MAR 2004 0G�
CASE B, SEE
DETAIL ON SHEET 4 AND APWA STD.
ON SHEET
5
17
REMOVE EXISTING BARRICADE
2 EA
18
JOIN EXISTING
A/C PAVEMENT PER DETAIL SHEET 2
LEGEND
0-0
STREET LIGHT
BVC
BEGIN VERTICAL CURVE
t
STOP SIGN
EVC
END VERTICAL CURVE
+
STREET NAME SIGN
XGUT
CROSS GUTTER
- - - -
TRACT BOUNDARY
BC
BEGIN CURVE
-- - - ---
CROSS GUTTER FLOW
EC
END CURVE
---
DIRECTION OF STREET FLOW
BCR
BEGIN CURB RETURN
FL
FLOW LINE
ECR
END CURB RETURN
TC
TOP OF CURB
TAN GR.
TANGENT GRADE
FS
FINISH SURFACE
PVI
POINT OF VERTICAL INTERSECTION
GB
GRADE BREAK
PI
POINT OF INTERSECTION
MOC
MIDDLE OF CURVE
OC
ON CURB
CIL
CENTERLINE
VC
VERTICAL CURVE
MOVC
MIDDLE OF VERTICAL CURVE
CF
CURB FACE
CB
CA TCH BASIN
LT
LEFT
NTS
NOT TO SCALE
RT
RIGHT
SHEET INDEX
1 TITLE SHEET
2 FOX RIDGE DRIVE
3 CRANE STREET
4 OSPREY COURT & HERON WAY
5 DETAILS
CL
R/W I RIW
68'
12'44' 12' or
0.5' 6' 5.5' 22' 22' 5.5' 6' 0.5'
- TC=�+0.12(8"CF) TC=�+0.12(8"CF) M
" 2.09
13 2 0% 2.0% ti, i
22.0%
1 4
4
3 3
TYPICAL STREET SECTION
HERON WAY C
i.�
N.T.S. o
T1=6.5
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