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POTHOLE VERIFICATION
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR
STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF
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EXPENSE. DETERMINE THE EXACT LOCATION OF ALL SUCH UNDERGROUND
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NOT PROPERLY MARKED BY THE UTILITY OWNER. THE CONTRACTOR SHALL
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AND IN WRITING. SEE SEWER IMPROVEMENT
PLANS DWG NO.33S9
PROP SED ~ ` SHEET N0. 2 }
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$E -E --.-SHEET 6
PROFILE SCALE
HORIZ: 1' = 40'
VERT: 1' = 4'
v�
,Y; c Q I i � � 240-091-39
(� N / , f� N I I
PROPOSED CURB AND c Z L LAT J
GUTTER SEE STREET L °a` PROP. 18 RCP
IMPROVEMENT PLANS C INT / STA. 53513-5.00, 42 RCP PR 2� RC SEE SHEET 6
=S A. 10+00! LA " A SE HET PROPOSED R/W
DWG Nb.2997 1� i� f y ,) CALTRANS
CHAIN IN
SHT. N0.I & 32 J C LINK FENCE
-� LAT .A. -
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SEESHEET � ��., r� xr � ., �* - v� ,
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W 16 5 5' W <r • 3 1 "______ ._-� t� f, o� 3 2 4 Q� -3._1 1 FO C B L
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y R/W
-� f --- -=`� B - _ z- EXfST. 10' SEWER ' r� -
PROP. 18 (457.2MM) RCP
.__.AVE.. : M --- -- ;; _ - 4 I WITH 36' CASING r �- � A � �' o; SEE SH T 6
97 8 l f i� ,' �� 101 �a n <�
6 - 18" WATER - - - SEE SEWER I _
--'` ,IMPROVEMENT � J N. a�, NOO 16 5 W
EXIST. 2' TELE HONE "EXIST. PLANS DWG 4
18 ATER NO.. � { rn ) 0 0
-�- U - 3133 0\ I LA ■F■ m o o EXIST EXIST
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REV. REVISION DESCRIPTION DATE EN R. CITY DATE
O I I AF
CALTRANS CHANGES P&,0 Ir wd .• G •JP03 M -
-------------
TOLL FREE -qqmmm'"' 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
.. I F- F- EXIST. R/W
SE SEWER Z
,/ FUTURE FIBER OPTI � 0- - rn-������=,�i=- �MR�Od"E�71EfC� w 0-_ - cn �;'
-.� - CABLE TO BE CONSTRUCTED �n- �c' } ,..... ---- .
TIER ...
3700 0' �. CO ��1L
P 06ED
--� APN 240-121-21 APN 246-121-17 i \� o ; tO �- r , APN 240-121-06
R/W CONS R�� CTION 'ilOTr ' , -f' , J '�Q i�vl LAT I PR POS R/W
o - _ 8 -' -�� PROP. 18' RCP
i CROSS REFERfEN E/AOT.ES• o � 11
3 I CONSTRUCT 24- INCH RCP (D LOAD PER PLAN) s ''� . 0 OC`.o'�s EE SHEET 6 CHAIN LINK FENCE
I ;LAT ,'� N o 0
0 32 CONSTRUCT 36 -INCH NCH RCP (D -LOAD PER PLAN) I. SEE SHEET 2 OF 7 FOR RENCH DETAIL I PROP.'18' RC to 00��?o _
o e� --
�' - 2. LOCAL DEPRESSION TO B CONSTRUCTED SEE SHET 6 0 �-
z 34 CONSTRUCT 42 -INCH RCP (D LOAD PER PLAN)
o PER STREET IMPROVEMENT PLANS DWG. NO. 299-1
37 REMOVE EXISTING STORM DRAIN AND ASSOCIATED SHEET N0. 10 ( APIJ�240-121- 5 I z �11
M aj�
APPURTENANCES 3. FOR TITLE SHEET, SHEET INDEX AND MAP. GENE AL'
40 CONSTRUCT MANHOLE PER A. P. W. A. STD. NOTES, BASIS OF BEARING AND BENCHMARK, LAT E"
O ,-
SEE DWG. N0. 2997 SHEET I THR PROP. 24 SD
PLAN N0. 322-I U 3 SEE SHEET
O4 I CONSTRUCT MANHOLE PER A. P.W. A. STD. 4. TRENCH REPAIR SHALL BE PER CITY OF FONTANA �OUTH HIGHLAND AVENUE
STD. PLAN NO 131. SEE PROFILE FOR LIMITS
PLAN N0. 320- I
CURVE DATA
NO.
A
R
1111111111111111110
T
R
60 50' 40'
90.00
10. 75'
5. 38'
O
6.50' 40'
90.00
10. 75'
5.381
ONE
No
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535 ,
IN536
12
ia'■iiiiii
OUTH HIGHL ND, AV N
mrm��unlip!LAT mHm
R -K
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537
PROP. 18' RCP
$E -E --.-SHEET 6
PROFILE SCALE
HORIZ: 1' = 40'
VERT: 1' = 4'
v�
,Y; c Q I i � � 240-091-39
(� N / , f� N I I
PROPOSED CURB AND c Z L LAT J
GUTTER SEE STREET L °a` PROP. 18 RCP
IMPROVEMENT PLANS C INT / STA. 53513-5.00, 42 RCP PR 2� RC SEE SHEET 6
=S A. 10+00! LA " A SE HET PROPOSED R/W
DWG Nb.2997 1� i� f y ,) CALTRANS
CHAIN IN
SHT. N0.I & 32 J C LINK FENCE
-� LAT .A. -
U -E"
,__- PROP'S 18" RCP .� \ 37
SEESHEET � ��., r� xr � ., �* - v� ,
M37 (g57:2MM)-RC P �� OPTIC
W 16 5 5' W <r • 3 1 "______ ._-� t� f, o� 3 2 4 Q� -3._1 1 FO C B L
- 4 VJ -SEE-51-1--
16'55'F
- r_..... -- ice•- �,_,_...----`:��%--I /• �_.----'.�._.r./-,r _ � � i � � /, 2 w.+•""' .w' w.a
.®,.,.. ._<..._,....-....�...., - ,�� ......� `-- .� ._ >_ ,; - �- - . EXIST.
�°r -_ �' _ �� -3,g_ ,� � �- J��'--� - W - - - � O o ,- N 0 0 16 5 5 W q�o �� � � .. LAT . D.
y R/W
-� f --- -=`� B - _ z- EXfST. 10' SEWER ' r� -
PROP. 18 (457.2MM) RCP
.__.AVE.. : M --- -- ;; _ - 4 I WITH 36' CASING r �- � A � �' o; SEE SH T 6
97 8 l f i� ,' �� 101 �a n <�
6 - 18" WATER - - - SEE SEWER I _
--'` ,IMPROVEMENT � J N. a�, NOO 16 5 W
EXIST. 2' TELE HONE "EXIST. PLANS DWG 4
18 ATER NO.. � { rn ) 0 0
-�- U - 3133 0\ I LA ■F■ m o o EXIST EXIST
� T T �� T _'NT = s -�y' _ -T ; vd� _.,. - i, -.. -m- 4vI - �m �� - _ .F���W a - ROP. 30' RCP + 0 0 18" WATER TELEPHONE
-... .. ...-.. -- `� a- E S T 8' S E W E 1 �,
_.._ ` �`'� � o °O SEE SHEET q ;Doo -
- _o �--�' ``�`�� -�� WI H 24" CASING 1 a W o
__ _ _____ _ O ' \ \ �,. --�. � ` . I f Q = _ '~- �_� - I .. -T-F- -Q .--T
EXIST. R/W --�
PO ED CURB �A mr r' /
:= �`"i' .ESS Et-$ T R 'f o o
I&R , VEMENT �L
�1 DWG. NO. 2997 SHT. NO. 31 & �2 M
I 1 rn I N N
0 0
1 ,
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CL
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N
N N
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20 10 0 20 40 60 80 100
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REV. REVISION DESCRIPTION DATE EN R. CITY DATE
O I I AF
CALTRANS CHANGES P&,0 Ir wd .• G •JP03 M -
-------------
TOLL FREE -qqmmm'"' 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
.. I F- F- EXIST. R/W
SE SEWER Z
,/ FUTURE FIBER OPTI � 0- - rn-������=,�i=- �MR�Od"E�71EfC� w 0-_ - cn �;'
-.� - CABLE TO BE CONSTRUCTED �n- �c' } ,..... ---- .
TIER ...
3700 0' �. CO ��1L
P 06ED
--� APN 240-121-21 APN 246-121-17 i \� o ; tO �- r , APN 240-121-06
R/W CONS R�� CTION 'ilOTr ' , -f' , J '�Q i�vl LAT I PR POS R/W
o - _ 8 -' -�� PROP. 18' RCP
i CROSS REFERfEN E/AOT.ES• o � 11
3 I CONSTRUCT 24- INCH RCP (D LOAD PER PLAN) s ''� . 0 OC`.o'�s EE SHEET 6 CHAIN LINK FENCE
I ;LAT ,'� N o 0
0 32 CONSTRUCT 36 -INCH NCH RCP (D -LOAD PER PLAN) I. SEE SHEET 2 OF 7 FOR RENCH DETAIL I PROP.'18' RC to 00��?o _
o e� --
�' - 2. LOCAL DEPRESSION TO B CONSTRUCTED SEE SHET 6 0 �-
z 34 CONSTRUCT 42 -INCH RCP (D LOAD PER PLAN)
o PER STREET IMPROVEMENT PLANS DWG. NO. 299-1
37 REMOVE EXISTING STORM DRAIN AND ASSOCIATED SHEET N0. 10 ( APIJ�240-121- 5 I z �11
M aj�
APPURTENANCES 3. FOR TITLE SHEET, SHEET INDEX AND MAP. GENE AL'
40 CONSTRUCT MANHOLE PER A. P. W. A. STD. NOTES, BASIS OF BEARING AND BENCHMARK, LAT E"
O ,-
SEE DWG. N0. 2997 SHEET I THR PROP. 24 SD
PLAN N0. 322-I U 3 SEE SHEET
O4 I CONSTRUCT MANHOLE PER A. P.W. A. STD. 4. TRENCH REPAIR SHALL BE PER CITY OF FONTANA �OUTH HIGHLAND AVENUE
STD. PLAN NO 131. SEE PROFILE FOR LIMITS
PLAN N0. 320- I
CURVE DATA
NO.
A
R
L
T
OA
60 50' 40'
90.00
10. 75'
5. 38'
O
6.50' 40'
90.00
10. 75'
5.381
42 CONSTRUCT MANHOLE PER A. P. W. A. STD. 5. FOR A.P.W.A. AND CALTRANS STANDARD PLANS SEE PERMIT NO. 08 -03=N -MC -0483
PLAN NO. 321-1 DWG. NO. 2997 SHEETS 9 THRU 13 0
PLANS PREPARED BY: CITY OF F
SHOULD CONSTRUCTION OF THE REQUIRED QRpFESS/pN4
IMPROVEMENTS NOT COMMENCE WITHIN TWO ��° ��N r F W WILLDAN
��' No. �c �� STORM DRAIN IMPROVEMENTS
YEARS OF THE DATE OF APPROVAL SHOWN HEREON o� 2 27042 Towne Centre Drive, Suite 270 DRAWN BY: SCALE:
W 56185 m Foothill RAnch, CA 92610 SIERRA AVENUE " - -
AND CARRIED FORTH IN A DILIGENT MANNER, THE m x (949)470-8840 W I LLDAN I -40
CITY ENGINEER MAY REQUIRE REVISIONS TO THE � EXP. 12-31-04 � UNDER T E SUPERVISION OF: DESIGNED BY: FRO 950 SOU OF SOUTH HIGHLAND DATE:
PLANS TO BRING THEM INTO CONFORMANCE WITH s �"�� ��a��� /�' WILLDAN E TO $ H IGHLAND AVE 04- 14-03
rql EN NP � • � Date 4-14-03 CHECKED BY: APP ED BY: .o DRAWING NO.: 3
STANDARDS IN EFFECT. FOF CA�F� KENNETH C. TAYLOR R.C.E. 56185 W I LLDAN '3 3001
CI ENGINEER R.C.E. 51152 DATE: 7