HomeMy WebLinkAbout3369-1GENERAL NOTES
1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING
CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED.
AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS 29, ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND
CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS APPROVED PRIOR TO PAVING OF STREETS.
AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE
NOTED. 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT
2. WHEN A TECHNICAL CONFLICT IS FOUND 70 EXIST IN THE CONTRACT PAVEMENT PRIOR 70 PLACEMENT.
DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT
PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED
IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING.
RESOLUTION.
3 CITY ENGiNIALS EER. AND METHODS ARE SUBJECT 70 THE APPROVAL OF THE 32° ACTUAL THICKNESS OF A.C. PAVEMENT FOR STRUCTURAL STREET SECTIONS SHAND BOR RECOMMENDED BASE COURSE
NDED BY A MATERIAL SHEET
GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA
4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FOR APPROVAL UPON COMPLETION OF ROUGH GRADING.
FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING
DIVISION PRIOR TO THE START OF ANY WORK. 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES
INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO SHALL BE RAISED 70 FINISHED GRADE BY THE PAVING CONTRACTOR
WORKING DAYS PRIOR 70 THE START OF ANY WORK IN PUBLIC UPON COMPLETION OF PAVING.
RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610.
34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE
5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC
POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER.
OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC
EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING,
SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN TO THE SATISFACTION OF THE CITY ENGINEER.
BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES.
36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR 70
7. THE CONTRACTOR SHALL OBTAIN A PERMIT 70 PERFORM EXCAVATION THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS
OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH 70 THE CITY ENGINEER. "o
FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. bQ
CITY OF FONTANA, UTILITY NOTIFICATION LIST Ct
8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) W@
FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE CITY OF FONTANA PACIFIC BELL CO.
GROUND OR OTHER APPROVED MEANS PURSUANT 70 THE REQUIREMENTS 8353 SIERRA AVENUE 3939 E. CORONADO STREET)
OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. FONTANA, CA. 92335 ANAHEIM, CA. 92807
TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN (909) 350-6632 (714) 666-5467
THE POTENTIAL EXISTS FOR GROUND MOVEMENT. (�4 N
9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC SO. CALIF. GAS COMPANY COMCAST ( CABLE TV ' H
RIGHT-OF-WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR 1981 W. LUGONIA AVENUE 1205 DUPONT AVE.
THAT PURPOSE. REDLANDS, CA. 92374 ONTARIO, CA. 91761 w
(909) 335-7547 (909) 390-4738
10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM EMERGENCIES: (800) 427-2200
AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY CRAWFORD CANYON MUTUAL V�
OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE SO. CALIF. EDISON COMPANY WATER COMPANY
LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND 70 300 N. PEPPER AVENUE (619) 868-6040
EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE RIALTO, CA. 92376 G�
CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT (909) 820-5598 - UNDERGROUND GENERAL TELEPHONE COMPANY
1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. (909) 875-5100 - TRANSMISSION 1400 E. PHILIPS BLVD.
(213) 637-1233 - PIPELINES ONTARIO, CA. 91766 0
11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL (909) 357-6223 - DISTRIBUTION
UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS,
TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, FONTANA WATER COMPANY
LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, 8440 NUEVO AVENUE
STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY FONTANA CA. 92235
COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO (909) 822-2201
WORK AROUND THEIR FACILITIES. FAX: (909) 823-5046 SHEET 3
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 70 THE FACE OF CURB. PRIVATE ENGINEER'S NOTICE TO CONTRACTOR:
14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND/OR STRUCTURES
WHERE OTHERWISE NOTED. SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS.
THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR,
15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE
ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED 70 TAKE DUE
TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE PRECAUTIONARY MEASURES 70 PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER
FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS.
CONTROL STAKING DURING CONSTRUCTION. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED
16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME
MONUMENT TIES OR BENCHMARKS WITHOUT PRIOR NOTIFICATION 70 SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE
THE CITY ENGINEER. OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND
PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND
NOT BE LIMITED 70 NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER
17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY
SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARKS, SHALL BE DONE AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF
BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE
SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF OF THE DESIGN PROFESSIONAL.
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
UNAUTHORIZED CHANGES AND USES
REPLACEMENT OF THE MONUMENT. -
18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE
FOR, UNAUTHORIZED CHANGES 70 OR USES OF THESE PLANS. ALL CHANGES TO THE
BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS.
MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR
RESIDENTS AND EMERGENCY VEHICLES.
19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE UNDERGROUND STRUCTURES
MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS
ALL TIMES. AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE
20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR PROCEEDING
WIND VELOCITIES EXCEED 25 MILES PER HOUR. WITH IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY AND 70 HOLD
UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF
UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED AND/OR
21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, NOT INDICATED ON THE PUBLIC RECORD EXAMINED, OR LOCATED AT VARIANCE WITH
SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY PUBLIC RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED 70 TAKE DUE
ADJACENT TO THE RIGHT-OF-WAY DURING CONSTRUCTION WITHOUT PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES AND/OR STRUCTURES SHOWN,
PRIOR WRITTEN APPROVAL. AND ANY OTHER UTILITIES AND/OR STRUCTURES FOUND AT THE CONSTRUCTION SITE.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE 2:1 MAX
22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL UTILITIES AND/OR STRUCTURES INVOLVED BEFORE STARTING WORK.
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
70 THE CITY OF FONTANA STANDARD DETAILS.
26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE,
COLOR AND FINISH TO MATCH EXISTING CONCRETE.
7 THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF
CITY OF FONTANA BRIDLEPATH DR 0
WILSON AVE SUMMIT AVE SUMMIT AVE
STREET IMPROVEMENT PLANS FOR r --- 4
MNM W
BaNraN sr CM UtONM
TRACT 16403�1
MORTy AGE R
5 �
STATE ROUTE sTo FRWY T aTE R zIT FRwr
l% r4 0 VANT 4 T SOUTH H D A
I ESfONE Sf F01ffMA
6 vlcroRw sr
i z z Q PROJECT
- - - LBA�ELINE ,"ENUE- - -,os- - ---
LOCATION
a4SEUNE AVENUE
74 56 4� -�- 42 VICINITY MAP
10 , 11 76 , , , , �\ '� N.T.S.
% 9 12 1 76 � 78 60 i 57 44 41 ` i i
LEGEND
I1 i r 28 i�
I I EXISTING STREET LIGHT R/W RIGHT OF WAY
8 1S 77 ; , 72 61 56 45 40 i I -(>
CB CATCH BASIN
I 29 Ja FIRE HYDRANT PUE PUBLIC UTILITY EASEMENT _ HP HIGH POINT
T__-_ PROPOSED STREET LIGHT GB GRADE BREAK7 14 Q' 178 f 1 71 62 i i 56 46 1 39
30 1 �; i 28 i i TAN TANGENT GRADE
I
_.---------_ EA EACH 7C TOP OF CURB PI POINT OF INTERSECTION
6 i 15 �- '79 I i 70 I 68 I 54 47 1 Q� SS ° 1 I SF SQUARE FEET
I , ; ; ..� ; � � ; 22 { � FS FINISHED SURFACE
!M, i �i V, PRC POINT OF REVERSE CURVATURE
j 1 - f
I I I 5 (w�w, , , , 2Y I I I LF LINEAL FEET
FG FINISHED GRADE
MOC MIDDLE OF CURVE
58 4g � �18 150 � $a
ire CENTER LINE
INV INVERT BCR BEGIN CURB RETURN
-...------------------
3 4 �� i 1 i i ' i o0I ' II------ TRACT BOUNDARY LOC LENGTH ON CURVE
bg 17 161 i 68 65 i i 52 49 i �) 1 36 88 -♦- ♦� i ECR END CURB RETURN
V9 - -- - - ---
Q ;� i s i i- I i SD - STORM DRAIN A CURVE DATA REFERENCE LETTER
0. pQ L I ----- ---------I -I a �..._...__......_. _ Q 0 BC BEGIN CURVE
8 i ' 1 1 - R - W- WATER MAIN 10 CONSTRUCTION NOTE REFERENCE NUMBER
lay 18 152 67 66 51 50 35 34 ; r 20 1 I EC END CURVE
- S - SEWER MAIN LP LOW POINT 2 i , _ _ _ _ _..._ .__ I BVC BEGIN VERTICAL CURVE
- - - - '
�- BLACKTHORN DRIVE - _� �'� PROPOSED AC PAVEMENT ( ) EXISTING ELEVATION/EXISTING GRADE
� A , 19 EVC END VERTICAL CURVE
---- - _ ----- ---- ----- ----t---- --- --- ---- ----_ ___----- ----- ---- --- PER TRACT 13929-1
i
AC PAVEMENT REMOVAL MOVC MIDDLE OF VERTICAL CURVE
PER TRACT 13325-1
19 20 1 2 S 4 5 6 7 8 8 10 11 12 18 14 15 16 E 17,
ESTIMATE OF
\.
SHEET 3 I CONSTRUCTION NOTES NT
QUAITIES
INSTALL 5800 LUMEN HPSV STREET LIGHT (70 WATT, 17) ON 25 Fr. MARBELITE POLE 4 EA.
LOT "B" ����� ��7���'� ����� Sl ���(o`� OR APPROVED EQUAL. PER CITY STD. DWG # 1016
INDEX MAP �4 v D - CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" OF 95% COMPACTED NATIVE
(SEE GENERAL NOTES 31 AND 32) 31,725 S.F.
SCALE: 1 "=100' 3a- CONSTRUCT 6" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 1003 947 L.F.
4� CONSTRUCT CONCRETE CROSS GUTTER PER CITY STD. DWG. NO. 104 610 S.F.
(D -CONSTRUCT PCC DRIVE APPROACH PER CITY STD. DWG. 102, W=5', WIDTH=16' 1,710 S.F.
CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015 14,420 S.F.
R/W i R/W R/W f RAW 7 CONSTRUCT STANDARD CURB ACCESS RAMP PER CITY STD. DWG. N0. 1006
4 EA.
5' 5P' 5' i 5' 46' 5'8 ADJUST MANHOLE FRAME &COVER TO GRADE PER CITY STD. 109 6 EA.
PUE 25' 25' PUE i i PUE 23' 23' PUE i 9 CONSTRUCT TRAFFIC BARRICADE PER CITY STD. DWG. NO. 118 40 L.F.
I I I I
' I TOE OF SLOPE I I 10 INSTALL STOP SIGN PER CITY STD. DWG. NO. 139 E�/�
9 ! f ) 1 I I 2 �fi.
1 5 20 yi 20 5 1 i i 1' 5' 18' 18' 5' 1' i 11 INSTALL STREET NAME SIGN PER CITY STD. DWG. NO. 139 3 EA.
I I
I I
CONSTRUCT 8" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 1003 1,166 L.F.
\% 2% I 2% �/' 1\� 2%
LEVEL LINE --- 2% //� �\ ELI LI T SAWCUT EXISTING AC PAVEMENT AND REMOVE 70 CLEAN STRAIGHT LINE 610 S.F.
--
-�� - ... , _ 2••7 � �. ��. - �-- - ��
•1
2%
:..:,.y/ _ ill GRIND EXISTING AC PAVEMENT MIN. 0.1THICKNESS AND 70 PROVIDE JOINT
/ ' 10 SF
6 6 6 T 6 15 REMOVE EXISTING CURB AND GUTTER 10 L.F.
SHEET INDEX
SHEET 1
TITLE SHEET
SHEET 2
VILLAGE PARKWAY
SHEET 3
ANGELICA LANE
AND
BLACKT HORN DRIVE
SHEET 4
ELDERBERRY COURT
SHEET 5
BASELINE AVENUE
2.
THE CURB A7 THE LOCATION OF THE SEWER LATERAL.
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE
TOE OF SLOPE
Q�p IR/W � � TYPICAL SECTION
LOCALSTREET-50"
LOCAL STREET -46' R/W
ANGELICA LANE dk BLACKTHORN DRIVE ELDERBERRY COURT
T.L=5.5 T,L=5.5
NOT TO SCALE NOT TO SCALE
R/W 13 R/W
EXISTING IMPROVEMENTS
41' 1 E 41'
23' 18' 18' 23'
3' 6' 4' 8'f 10'f I 4f 6CL,
_ 29..E LU W
R
2% 16 � I 2% /
6 VARIES q(1.5%-4.0%1 1.Ogy1q
2% MIN. _ - - - - I-
3:1 MAX.
6 14 - -
12 1' MIN. SAWCUT
TYPICAL SECTION 2:1 MAX
VILLAGE PARKWAY
STA. 12+35.54 TO STA. 15+49.86
T.L=6.5
NOT TO SCALE
BASIS OF BEARINGS:
BEARINGS ARE BASED ON THE SOUTH LINE OF THE SOUTHWEST ONE QUARTER OF
SECTION 36, T. 1 N., R. 6 W., S.B.B. & M. ALSO BEING THE CENTERLINE OF BASELINE
AVENUE BEING NORTH 89'58'21 " WEST AS SHOWN ON TRACT 16085-1, RECORDED IN
MAP BOOK 282, PAGES 16-20, RECORDS OF SAN BERNARDINO COUNTY.
D SHOULD CONSTRUCTION OF REQUIRED PREPARED FOR: BENCHMARK Of ESS /oN
IMPROVEMENTS NOT COMMENCE WITHIN �o \o S. H,q,�
TWO YEARS OF THE DATE OF APPROVAL YOUNG HOMES
10370 Trademark Street CITY OF FONTANA BENCHMARK N0. 361.
SHOWN HEREON AND CARRIED FORTH IN A -
DI1Li[GENT MANNER, THE CITY ENGaNBER MAY Rancho Cucamonga, Co. 91730 RAILROAD SPIKE IN NORTH FACE OF POWER POLE w No. 43976 m
REQUIRE REVISIONS TO THE PLANS TO
(909) 477-6715 NO. 1536697E AT THE SOUTHWEST CORNER OF * Exp. 6/30/05
BRING THEM INTO CONFORMANCE WITH Fax (909) 477-6725 SULTANA AVENUE AND BASELINE AVENUE.
CONDITIONS AND STANDARDS IN EFFECT 9TF F CA t_ \` F
ECORD W/ti�; Z J1 . Z -657 ELEVATION: 1365.00'
TOLL FREE -qmmmww' 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
TOE OF SLOPE
3 16 CONSTRUCT 4.5" AC PAVEMENT (MIN.) OVER 12" OF 95% COMPACTED NATIVE
(SEE GENERAL NOTES 31 AND 32) 5,075 S.F.
17 CONSTRUCT CONCRETE CROSS GUTTER PER CITY STD. DWG. NO. 104 MODIFIED AS SHOWN 766 S.F.
(8' WIDE)
1 g REMOVE EXISTING AC PAVEMENT 2,500 S.F.
i9 SAWCUT AND REMOVE EXISTING SIDEWALK 54 S.F.
20 ADJUST W=k VALVE 70 GRADE PER C17Y .5M DWG. NO, 130 2 EA.
21 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015 ( BASELINE AVENUE) 1,895 S.F.
22 CONSTRUCT STANDARD CURB ACCESS RAMP PER CITY STD. DWG. NO. 1006 1 EA.
(BASELINE AVE)
EXISTING IMPROVEMENTS R/W
41' 41'
19' 22' 22' 19' DOCUMENT � �T
13 9 4' These Record Documenis have been prepared
w
3.1 SLOP 2% `-
5 2% _ =�- based ofn informafion pzovRded by othiers. The
16 cn - _ Z _ Desagn Professionai> has not verified the accuracy
E ----� x(2.1%-2.6%1
MAX.
(2-87%-3.57%) IS L�, _,r_ _ - - - 1.11 59, IT, ti and/or eoAeiee�ess ®f hIls information and sl7«19
- - _ r gOFE, 8, be responsible for any errors or ornissfions
6 14 - ``° s. rr� 'ch ay be incorporated herrefln as a nes«li
1' MIN. SAWCUT
12 TYPICAL SECTION a No -43976
VILLAGE PARKWAY �Xp. e 3a�a7
STA. 10+82.73 TO STA. 11+8278 CIVIL_
TJ. = 6.5
NOT TO SCALE
Prepared By:CITY OF FONTANA, CALIFORNIA
ALLARD ENGINEERING STREET IMPROVEMENT PLANS
Civil Engineering - Land Surveying - Land Planning
8253 Sierra Avenue
l Fontana, California 92335
::(909) 356-1815 Fax (909) 356-1795
�... - �o.3
David S. Hammer, A.C.E. 43976 Date
(expires 6/30/2005)
DRAWNTRA T 16403-1 SCALE:
�F AS NOTED
DESIGNED BY:DATE:
JB -� T LE ; SHEET ARPIL, 2003
CHECKEDPPT VED DRAWING NO.: 1
DSH�*
CITY ENGINEER R.C.E. 51 '52 3369 5
Rename: NI: \awg \ I oyvo \ I D4vJ \J I KLL I \ I D'tvJ-3 I v I .awg 1