HomeMy WebLinkAbout1876-1164?
I
0
AgSidFielYA/N ` w Y
st o►� TAYA-1W/,,E
h �
� 0
� ✓� oeo�E�T
��., \0Illii,`
,Pi Y�,P�3 /QFC HPOA _ _ .�4N AE.P�Yi4RL7YrY0 CO
/YERS/OE Co
VICINITY MAP
NO SCALE
N
L-►
elf IIS IE IE1� II n�� Ip IR�� V lu /tlt IE �I1f Ip IL A �l
t A Nr-�� A �C,� IL_ II IF IC IR �l II A�
TRACT
EE SHT. - N _ U" -LI
Lt 1
ELMEZ d
-I-==;;;= 01
I
}} 0 _ rn
25
is iii
Ica 130 26 '1
e�i---, - 0 27
Ltd DR I V E 76 soe 129 I
' g 5 ! 03 102 101 100 99 2 8
98 I
107 128
64 ml 97 77 V -►
WZz io ioe 127
63 2 9 L'
!--
/O Z - L D �� 78 (pQ
0 A NA CpV 109 126 b 30
. �„ 91 R �' 79 0.
62 � TORRES
��
110
92 its �o �
93
6 I I 94 80
/ 9g 111 124 RO n D
60 90 96 81 Q
89 112 123 (V
88 82 /D � 32
'
ZZ, 59 / 87 86 iia 122
as 3 3
84 � 114 121 �ij'�,
83
58 �\ % 34 L1'
120 W ttl
57 E i is 4iib -�
35 �.
I�
55 117 �`` ii8
54 53 SI y 119 36 -� 1
kT 1 _
52 L
N\
37
51 50
49
48 3 8
n � !`"
u 1r4 47
46 1
�,/V I \ 4539
44 / Lt�
�./♦ 43 f
J 42 41 40 1
�r
�0
2s'
n
D
i
I Lam'✓EL L/.C.�L' �
%J• 07'
,4C a4YC�r�-,,V 1-
rte= -� o /2" co,< �.�,�c'� 2 G'CX/eB7 40!!/ c--
T.
TYPICAL STREET SECTION (6"CF)
,%o
5'
PU.E•
I
INDEX MAP
SALE: I"= 100
N0.
PRIVATE ENGINEERS NOTICE TO ALL CONTRACTORS
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND
COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE
COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY
FOR ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL
APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING
HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, IMDEMNIFY, AND
HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL
LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY
ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE
ENGINEER.
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR
STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE
NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS.
THE CONTRACTOR IS REQUIRED TO `FAKE ALL PRECAUTIONARY MEASURES
TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR
STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE
FOR THE PROTECTION OF, AND ANY DAMAGE TO, THESE LINES OR
STRUCTURES.
41
14237
ITEM
MAPROVEMENTS
UMT
OCONSTRU(:T
R/W
�A
NAT I VE SO 1 L . USE 4 TO ESTIMATE • SEE GEN. NOTE NO. 6
86
67
68
69
70
71
72
73
74
75
25
is iii
Ica 130 26 '1
e�i---, - 0 27
Ltd DR I V E 76 soe 129 I
' g 5 ! 03 102 101 100 99 2 8
98 I
107 128
64 ml 97 77 V -►
WZz io ioe 127
63 2 9 L'
!--
/O Z - L D �� 78 (pQ
0 A NA CpV 109 126 b 30
. �„ 91 R �' 79 0.
62 � TORRES
��
110
92 its �o �
93
6 I I 94 80
/ 9g 111 124 RO n D
60 90 96 81 Q
89 112 123 (V
88 82 /D � 32
'
ZZ, 59 / 87 86 iia 122
as 3 3
84 � 114 121 �ij'�,
83
58 �\ % 34 L1'
120 W ttl
57 E i is 4iib -�
35 �.
I�
55 117 �`` ii8
54 53 SI y 119 36 -� 1
kT 1 _
52 L
N\
37
51 50
49
48 3 8
n � !`"
u 1r4 47
46 1
�,/V I \ 4539
44 / Lt�
�./♦ 43 f
J 42 41 40 1
�r
�0
2s'
n
D
i
I Lam'✓EL L/.C.�L' �
%J• 07'
,4C a4YC�r�-,,V 1-
rte= -� o /2" co,< �.�,�c'� 2 G'CX/eB7 40!!/ c--
T.
TYPICAL STREET SECTION (6"CF)
,%o
5'
PU.E•
I
INDEX MAP
SALE: I"= 100
N0.
PRIVATE ENGINEERS NOTICE TO ALL CONTRACTORS
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND
COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE
COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY
FOR ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL
APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING
HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, IMDEMNIFY, AND
HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL
LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY
ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE
ENGINEER.
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR
STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE
NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS.
THE CONTRACTOR IS REQUIRED TO `FAKE ALL PRECAUTIONARY MEASURES
TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR
STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE
FOR THE PROTECTION OF, AND ANY DAMAGE TO, THESE LINES OR
STRUCTURES.
41
14237
CONSTRUCTION NOTES AND QUANTITY ESTIMATES
NO.
ITEM
MAPROVEMENTS
UMT
OCONSTRU(:T
R/W
�A
NAT I VE SO 1 L . USE 4 TO ESTIMATE • SEE GEN. NOTE NO. 6
R/W
5
2�
5 10,
,
5
P. U.E .
3
25 �
OCONSTRUCT
2 5 �
PU.G.
PER CITY OF FONTANA STANDARD DETAIL 101).
T�
18�
O4
CONSTRUCT CONCRETE CURB AND GUTTER (6"C.F.
18�
71
TRANSITION TO 8"C.F. PER CITY OF FONTANA
��0'2
2 S! 4.3'
e�
10�
OCONSTRUCT
10� e'
4.5
PER CITY OF FONTANA STANDARD DETAIL 104.
2,a5/
LEVEL
LINE _
CONSTRUCT 4" THICK CONCRETE SIDEWALK WIDTH
� /��iE ✓
�,� 0 20'
30,52
0 20�
0 10� Slope
�i;'
.,
2 •�.
2
EA.
�► ��
STI�� %= 7' 1-.lGr-(T- 5� LuMt�lJ K►GN pI?CSSU12c�
4-1
SIDEWALK
O
G SIDE WALK
iFA.
II
REMOVEXISTIN� .sIIW>a�K
1 AC
PAVEMENT
1zt5SIPt=-NTIAL- CA;ZIVaW Y sTC7 PK N
O �CURB d GUTTER
TC = E +010
Facet.
OCONSTF;?LIC7
8" CURB &
It= ♦
GUTTER
O 10
FL : E - 0 57
i2„ COMPACTED
NATIVE
SOIL
�J
FL =
0 57
2EMD11� IS i t C� GROSS C,LTrC-:2 sP-tJD12�L_c-
�4/0
T.I. _
STORW 0RAI N QUANTITY
14
CONSTRUCT 2iGU R.C.P I CLASS IK
'211
TYPICAL
STREET
SECTION
(811CF)
1-A..
IC
o
O 2U T 4-4 O -
C NST C MAN OLF N . i 'PSR L..A.C.F.C.O 2 D l02
N T S
17
CONSTPUCT 24" R.C.P. I CI ASG ]1
CONSTRUCTION NOTES AND QUANTITY ESTIMATES
NO.
ITEM
QUANTITY
UMT
OCONSTRU(:T
= . C. OVER COMPACTED
�A
NAT I VE SO 1 L . USE 4 TO ESTIMATE • SEE GEN. NOTE NO. 6
.��
,
S . E .
2�
CONSTRUCT CONCRETE CURB AND GUTTER (6"C.F.
PER CITY OF FONTANA STANDARD DETAIL 101).
3
G.F.
OCONSTRUCT
CONCRETE CURB AND (A)T'iER (8"C.F.
PER CITY OF FONTANA STANDARD DETAIL 101).
113,97
L.F.
O4
CONSTRUCT CONCRETE CURB AND GUTTER (6"C.F.
TRANSITION TO 8"C.F. PER CITY OF FONTANA
��0'2
E:A.
STD. DET. 100).
OCONSTRUCT
STANDARD CROSS GUTTER AND SPANDRELL
PER CITY OF FONTANA STANDARD DETAIL 104.
2,a5/
S. F.
O6
CONSTRUCT 4" THICK CONCRETE SIDEWALK WIDTH
AND LOCATION PER PLAN.
30,52
S.F.
O
CONSTeuc-t- '2.4mpc--D cues we=Tuew IeL CITY OF
/�
F�ti►T,4PA 5T.4PDALD DET,4IL- (O4 A.
EA.
STI�� %= 7' 1-.lGr-(T- 5� LuMt�lJ K►GN pI?CSSU12c�
I�
kD1V M t -.4"P, C08p-,4 HL ADS W / CVT' JPF LC= IDSL:
/5�
iFA.
II
REMOVEXISTIN� .sIIW>a�K
I��
s.
1zt5SIPt=-NTIAL- CA;ZIVaW Y sTC7 PK N
1�1
Facet.
OCONSTF;?LIC7
TO E3�. I I -c L t� LOGAT 17
12
1ZENf�c= C?�'1 �Tl IL(G CLI 2Li � C-•L1TTC2
�J
L.
13
2EMD11� IS i t C� GROSS C,LTrC-:2 sP-tJD12�L_c-
�4/0
S
STORW 0RAI N QUANTITY
14
CONSTRUCT 2iGU R.C.P I CLASS IK
'211
L . F
15
CONSTf2UCT C -S- N0.3 ne L-A.C.FC.0. 2-D IG3 W-141
2
1-A..
IC
o
O 2U T 4-4 O -
C NST C MAN OLF N . i 'PSR L..A.C.F.C.O 2 D l02
I
17
CONSTPUCT 24" R.C.P. I CI ASG ]1
5$
L.F.
l8
CONSTRUCT CONCtzETE COLLAR PER- L. A.C. FC.D 2-1)36)3
1
E A.
' NOTE: TRANSITION DOES NOT CHANGE TYPICAL STREET SECTION
REMAINS PER STANDARD SHOWN ABOVE (F . L .• TC -0 . 5 7)
GRADE BRAKE OCCURS ON CURB PROFILE ONLY.
Mc CLITCHAN -CO. I INC.
2698 MATARO STREET (818)568-2478
PASADENA, CALIFORNIA 91107
aaartovEo I&I
GENERAL CONSTRUCTION NOTES:
i. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO
THESE PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD
SPECIFICATIONS, PUBLIC WORKS DEPARTMENT, CITY OF FONTANA.
REFER TO DEFINITIONS AND TERMS IN CITY STANDARD
SPECIFICATIONS, DATED 1975.
2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA PUBLIC
WORKS DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY
LIMITS.
3. STATIONING REFERS TO THE CENTERLINES OF STREET.
4. CURB DATA REFERS TO THE FACE OF THE CURB.
5. ALL EXPOSED CONCRETE SHALL CONFORM IN GRADE, COLOR AND
FINISH TO ALL ADJOINING CURBS AND SIDEWALKS.
6. PAVEMENT SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION
AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TEST TAKEN
AFTER COMPLETION OF ROUGH GRADING.
7. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF
STREETS.
8. EXISTING UNDERGROUND UTILITIES ARE AS A PER AVAILABLE RECORDS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL
LOCATION AND ELEVATION IN THE FIELD. CONTRACTOR SHALL CALL
EACH UTILITY PRIOR TO ANY WORK.
9. ALL MANHOLE AND CLEANOUT FRAMES AND COVERS SHALL BE
CONSTRUCTED 6' BELOW FINISHED GRADE BY SEWER CONTRACTOR AND
SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER
COMPLETION OF PAVING.
10. ALL VALVE FRAMES AND COVERS SHALL BE CONSTRUCTED 6' BELOW
FINISHED GRADE BY NATER CONTRACTOR AND SHALL BE RAISED TO
GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING.
it. REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATION
STANDARD DETAIL 129.
12. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL
UTILITIES AND OTHER IMRPOVEMENTS INCLUDING, BUT NOT LIMITED
TO GAS, TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE,
LANDSCAPING, LANDSCAPING IRRIGATION, DOMESTIC WATER,
RECLAIMED WATER, SEWER, STORM DRAINAGE, FLOOD CONTROL
SYSTEMS, ETC.
13. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE
CITY OF FONTANA.
14. TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS WILL BE
DETERMINED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM
WITH THE CITY OF FONTANA STANDARD DETAILS AND DETAILS HEREON.
15. CONTRACTOR IS INSTRUCTED TO REFER TO THESE PLANS AND THE
SPECIFICATIONS, AND WHERE THERE IS OR MAY BE A CONFLICT
SHALL IMMEDIATELY REPORT SAID CONFLICT OR POSSIBLE CONFLICT
TO THE OWNER'S REPRESENTATIVE.
16. STERILANT REQUIRED UNDER ALL A.C. PAVEMENT.
17. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING
STEEL HAS BEEN PLACED, INSPECTED AND APPROVED.
18. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE
(5) FEET IN DEPTH SHALL -BE EFFECTIVELY GUARDED BY A SHORING
SYSTEM, SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS.
TRENCHES LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE
GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT
MAY BE EXPECTED.
19. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM
EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTEIB ABOVE FROM
CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. SEE
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ov
SECTION 306-1.1.6.
20. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL
OF THE CITY' S INSPECTOR.
21. ACTUAL PAVEMENT THICKNESS TO BE DETERMINED BY SOIL ENGINEER
AFTER COMPLETION OF ROUGH GRADING.
22. ADEQUATE STAKES SHALL BE -SET BY THE ENGINEER TO ENABLE THE
CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES.
23. ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO
WORKING AROUND THEIR FACILITIES.
24. ALL BACKFILL TO BE CERTIFIED BY SOILS ENGINEER.
25. RACKF I LL MATER I Al S TO HAVE A S. E. OF 30 ( M I N) AND M I N.
26. THE CONTRACTOR IS REQUIRED TO HAVE A FULL SET OF
L. A. C. F. C. STANDARDS ON S I TE AT ALL T I MES PR I OR TO
STORM DRAIN CONTRUCTION.
27. PRIOR TO CONSTRUCTION OF WATER SEWER AND/OR STORM DRAIN
LINES THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER
SEWER AND/OR STORM DRAIN LINES WHERE CONNECTIONS WILL
OCCUR AND VERIFY THEIR ELEVATION AND LOCATION. APPROVAL
BY THE CITY OF FONTANA OF A PROPOSED CONNECTION TO A
CITY FACILITY DOES NOT IMPLY APPROVAL OF THE CORRECTNSS
OF THE ELEVATION AND/OR LOCATION AS SHOWN ON PLANS.
28. IF DURING CONSTRUCTION, GROUND WATER IS ENCOUNTERED, A
SYSTEM APPROVED BY THE CITY ENGINEER SHALL BE INSTALLED
TO DEWATER SAID AREA AT THE DIRECTION OF THE SOILS
ENGINEER.
29. ALL EXPOSED METAL SURFACES SHALL BE GALVANIZED IN
ACCORDANCE WITH THE CITY STANDARD SPECIFICATION.
S�pNAI EN��N�
TUT� F9
PRIVATE ENGINEER'S NOTE 2 4 At .19
a o
THE PAIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ,�
ASSURING THE ACCURACY AND ACCEPTABILITY Of THE WORK HEREON. �®
IN THE EVENT OF DISCREPANCIES ARISING DURING CONSTRUCTION,
THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN
ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY STATE
THE CITY.
CITY OF FONTANA , CALIFORNIA
PUBLIC WORKS DEPARTMENT
Dre" by SOUTHRIDGE VILLAGE S`aI.1_
M. S. 1 40
���,��� �, �� � .�� �. ✓ �E e9 Designed by TRACT N U. 1423? Date
GERALD E TUTT R.C.E. 14375 EXP. 3-31-93 DATE M.S.
STREET IMPROVEMENT PL ANS
Checked h►App,o�sd I S
Gc%' Ce%t.2e, 3 t j DM NO.
6>&-- JU,e�o� A✓� �'v� '`'lULB�'�Y��C �L�Y ��` � qEV. DATE DESCRIPTION DATEAPPM.S.
/�� � � ilo 7
Y 25126