HomeMy WebLinkAbout2997-1ry .
Project
9
Location
SR CONSTRUCTION•
DOTES• (STREET I MPROVEMENTS)
210
South Hi hiand Ave D C Q T .
60 '
> > > 3F CONSTRUCT 4 INCH THICK ASPHALT CONCRETE OVER 12 INCH 95% COMPACTED
Q Q Q Q 4
O O O -
E -g-H�i NATIVE SUBGRADE.
Q L 3G CONSTRUCT 8' PCC CROSS GUTTER PER CITY OF FONTANA STD. DETAIL 105.
U Walnut Ave Wainut Village Pkwy
Baseline Ave CONSTRUCT 8 INCH CURB AND GUTTER PER CITY OF FONTANA
STD. PLN NO. 1003.
Q °>' 4A CONSTRUCT 8 INCH CURB PER CITY OF FONTANA STD. PLAN NO. 1003.
_< > >
> Q
a
a �
4B CONSTRUCT CURB AND GUTTER PER CALTRANS STD. PAN A87 TYPE A2 200, t8 INCH)
15 � MERIA
o � .
oM D A V J U 1 1
E0
e A If o
R 0 9 A L
C cico
co 0L 0 4C CONSTRUCT CURB PER CALTRANS STD. PLAN A87 TYPE B3 (6 INCH)
w�21 O
T T
4D
Foothill Blvd C-' o C-' Aft r�w NOT USED
d R U VIE 9 F rmi 0 9 L 0 S C; E D R
® UF• 4E CONSTRUCT ASPHALT CONCRETE DIKE TYPE F PER CALTRANS STD. PLAN A87.
10 4F CONSTRUCT MODIFIED MOUNTABLE A. C. DIKE, TYPE E PER CALTRANS STD. PLAN A87 AND
0F
M „ DETAIL ON SHEET 27.
AL
NUT . dew 10
s, ._ • �4G CONSTRUCT A. C. DIKE TRANSITION T I ON FROM 4 TO 8 CURB AC
K INo o �' FACE
4H w 14
CONSTRUCT MODIFIED 8 INCH CURB AND 12 INCH GUTTER PER CITY OF
9
FONTANA STD. PLAN NO. 1003.
Im [t - [Ai
T V= V6 IM� tma w"m R E r, f!!h r% mm
5 CONSTRUCT 4 (NCH PC.C. SIDEWALK PER CITY OF FONTANA
VICINITY QSTD. PLAN NO. 1015:
9 9 9 _
i 6 CONSTRUCT GRADED SWALE PER. TYPICAL SECTIONS SHEETS 4 6. �
(Not to Scale) O L
E 6A O CONSTRUCT LOCAL DEPRESSION H=4' A313 -1.l ) T t CATCH BASIN PER APWA STD. PLAN N0.
66
CONSTRUCT A P =313-1.
SMA C LOC L DEPRESSION I ON tH t ) AT CATCH BASIN N PER APWA .STD. PIAN N0.
nL
COISTI�l�CT101� I'�O'I"ES • (SIGNING AND STRIPING) a : _
6C ..CONSTRUCT GUTTER DEPRESSION (VI=1.2m(4 ) & D I00mm(4 )) TYPE OS AND OL
INLETS ON GRADE PER CALTRANS STD. PLAN D78.
INSTALL STRIPING DETAIL (INCLUDING PLACEMENT OF RAISED PAVEMENT
7 CONSTRUCT CONCRETEDRIVEWAY R .
MAR ARROW R N A W
E PER CITY OF OF FONTANA STD.
❑ KERS) 0 0 LEGEND S SHOWN.A S _
_ � � PLAN N0. 102-C.
. K AND/0R LIMIT
LINE.2IN TALL300mm (I2 WHITE CROSSWALa
Ulm
7N:q,R0L1 J
V
Ff-
ISO� 8 CONSTRUCT BUS BAY PER CITY TY OF FONTANA STD PLAN N I
0 0. 014
L
3 INSTALL SIGN AND/OR POST AS SHOWN.CITY OFONTANA
I j. CONSTRUCT MODIFIED BUS BAY PER CITY OF FONTANA STD
A W
8 . PLAN N0. 1014.
INSTALL MODIFIED DETAIL 12 TO REPLACE TYPE G REFLECTIVE MARKERS
O
4
WITH TYPE C.
9 CONSTRUCT CHAiNL1NK FENCE PER CALTRANS STD. PLAN A85, TYPE CL -1.8 `
._ UTI,�ITV NOTIFICATION LIST i .;�
0
CONSTRUCTION NOTES!
5 REMOVE CONFLICTING STRIPING (INCLUDING NCLUD I NG PAVEMENT MARKERS). (STREET IMPROVEMENTS) I 0 ADJUST MANHOLE FRAME AND COVER T RA
❑ CITY Or FONTANA PACIFIC .BELL ,;: 0 GRADE PER CITY OF FONTANA
. : -
ATTN• .vIS. GRAC i ELA MARTINEZ ATTN MS. JANE BLA51 NGTON � STD. PLAN N0. 109:
1 PROTECT IN PLACE.
-, r
.. , � 3939 RNA C <: Q.:.
6 RELOCATE SIGN AND POST AS SHOWN. 8353 .. Y_RRA AVENUE E. CO 0 DO STREET, 2ND FLOOR
❑ l IDA ADJUST MANHOLE FRAM AN
FONTA CA 92335 ANAHEIM CA"` 92807 E
,� D. -COVER TO ...GRADE. (BY .OTHERS)
o�oTE 2 REMOVE EXISTING P. C. C. , A.C., PAVEMENT OR SOIL.
�. _ t714) 6s;6-5500. J
7 REMOVE SIGN AND POST. (909) �..0 6522 41
II ADJUST WATER .VALVE .FRAME 'AND -COVER TO GRADE PER CITY -
'`y 2A REMOVE EXISTING CHAIN LINK NK FENCE. OF FONTANA STD. PLAN' NO. 130w
SO, L :a _ OR GAS COMPANY 1 �,• � ,:;
F_ NIA A
d
8 WARNER I�
INSTALL MODIFIED DETAIL 38 TO REPLACE TYPE G REFLECTIVE I VE MARKERS WITH TYPE T I EWA � ER TELECOM �' � _� - �Y:
L E E E C. ATTN. VI ,. RICKEY REYES �_ TELECOM ..., 12 ADJUST GAS VALVE FRAME, AND�.C.C}VER, TO GRADE.
❑ s 26 NOT USED :,,; i"
198 I ;Y. _UGON I A AVENUE ATTN. MS. MARC (E HART ,. _
. [� � �
RE AND: A 7 521 W. RIALTO AVENUE 13 REMOVE EXISTING TREE;.. W
9 INSTALL SIGN ON EXISTING STREET LIGHT POLE. DL C 923 3 0306
=. 3 CONSTRUCT 6 INCH THICK ASPHALT CONCRETE OVER 4 INCH THICK
❑ 19091 3.: 0-7508 R 1 ALTO, CA 92376 � t = -
(909) 4 6- AGGREGATE BASE MATERIAL. I4 -, W
5 3652 INSTALL STREET LIGHT 22;t?00 LUMEN PER CITY OF FONTANA STD.
0
INSTALL 300mm (12') WHITE STRIPE AT 45. PLAN NO. 1016 (BY r ) -t
- � 3A COLD MILL LL 30. 48mm (O. f ) OF EXISTING A. C. PAVEMENT AND OVERLAY � SCE � �
❑ S0. (;.�_ FORN i A €D I SON COMPANY . O _ _ ,
GOLDEN STATE UTILITY COMPANY 30 48mm (0 1' F A
� , , � ) 0 A.C. PAVEMENT PER DETAIL ON SHEET 7. 15 RELOCATE EXISTING STREET ` i GHT AN ! W
ATTN __r_„ GREGORY KLOCK ATTNs MR. HOWARD ERIKSEN O
L DOR-PO ER POLE. (BY SCE)
INSTALL I OOmm (4") WHITE LINE. REDWOOD � -. , :x I t '� ;
H 7951 REDWOOD AVENUE � _ � 3B CONSTRUCT 165mTt (6/ ) THICK ASPHALT CONCRETE OVER 21Omm (8 ) THICK
ti.
P.O. BOX 2968 � �a
F TA.� _ � � a CLASS 2 AGGREGATE BIAS MATERIAL. I6 CONSTRUCT MEDIAN TREATMENT �
ON CA .92336 7URLOCK CA 95381 2068 ,,. -N' E E L. U E ENT PER CITY OF FONTANA STD. PLAN 145.
c _
RELOCATE SIGN TO TRAFFIC SIGNAL POLE.. _ �
12 t909a ..7 6585 1209) 634 4981
❑ 3C CONSTRUCT 7 INCH THICK ASPHALT CONCRETE OVER 12 INCH THICK
IBA CONSTRUCT MODIFIED MEDIAN TREATMENT PER DETAIL ON SHEET 7.
0
A A
' COMPACTED NATIVE MATERIAL (SEE CITY STD. �I
S G Brt I VA WA A
N EL VALLEY TER COMPANY ,
t A A
3 INSTALL MODIFIED DETAIL LL A TO REPLACE TYPE G REFLECTIVE MARKERS WITH TYPE DELPHI .. ,► O .�
❑ C. 3D CONSTRUCT 165mm (61 ) THICK ASPHALT CONCRETE OVER 135mm t5) THICK 17 INSTALL ONE 4 INCH AND ONF 6 INCH SCHEDULE 80 PVC PIPE PER SECTION SHEET 7.
ATTN: MIS. LUIS MONTENEGRO ATTN: MR. PAUL CYR - j. O / O D
1(142 .;ARV Y AVN CLASS 2 AGGREGATE BASE MATERIAL.
1Y
E AVENUE 1205 DUPONTAVENUE I8 TO BE RELOCATED. (TYPE AS SHOWN) Z
EL MONTE, O
CA 91733 ONTARIO CA 91761 � � C � 3E NOT USED
) 44 - ;<. O
1626 8 6183 X252 1909) 9�i5-3342L_1_J
18A TO BE RELOCATED. (BY OTHERS) '
TRAFFIC
SIGNAL CONSTRUCTION CTIO T
COO.
STRUCTIOV NOTES!
(SEWER
IMPROVEMENTS)
.
O
REMOVE EXISTING (TYPE AS SHOWN)N) AND CONSTRUCT CHAIN LINK FENCE .COMPLETE WITH
QINSTALL CITY FURNISHED TYPE 90 CONTROLLER ASSEMBLY (CONTROLLER EQUIPMENT PACKAGE) GATES MATCH EXISTING HEIGHT.ElCOMPLETE WITH TYPE R CABINET, AUTOSCOPE DETECTION, AND AUXILLIARY EQUIPMENT CONSTRUCT 8 INCH EXTRA STRENGTH VCP SEWER CONSTRUCTION NOTES: (STORM DRAIN) CONSTRUCTION NOTES (STORM DRAIN)
I9 CONSTRUCT ACCESS RAMP PER CITY OF FONTANA STD. PLAN
REQUIRED TO PROVIDE THE INTENDED OPERATION (SEE SPECIAL PROVISIONS). O
� N0. 100 �
T A AT A STANDARD A -� 30 CONSTRUCT 18 -INC RCP (D -LOAD (CONT.)
6.
CONTROLLER CABINET i NET FOUND ION TO 13E INSTALLED LLED PER CITY ST ND RD DR WING 61 ....CONSTRUCT. SEWER MANHOLE PER APWA 200 2 H C tD LO D PER PLAN)
o o
_ _ z
f
4 T A AMANUFACTURER'S20 CONSTRUCT 24
-INCH CONNECT SIC PER TRAFFIC IC SIGN L CONTROLLER REQUIREMENTS. COS UCT 2 INCH RCP 2000 D
CONSTRUCT THICK O
_ _ 45 6 CK BRICK AND. MORTAR PLUG (TO
31 CONSTRUCT 24 -INCH 62
CONSTRUCT INH TRA R A UC 2 1 CH RCP (D LOAD PER PLAN)
6 C EX STRENGTH SEWER LATERAL O c17,
a
O
0
BE REMOVED IN FUTURE A
DOWNSTRE M CONNECTION)
21 CONSTRUCT (2) PARALLEL 6DIAMETER H P V
' f7
INSTALL TYPE III BF SERVICE EQUIPMENT ENCLOSURE PER CITY OF FONTANAHDPE CULVERTS.
2 --
63 CONSTRUCT I0 INCH EXTRA STRENGTH VCP W
E R E C SEWER CONSTRUCT 36 INCH RCP (D -LOAD PER A
❑CALIFORNIA 32 LO D E PLAN)- �,
SOUTHERN C LtFORNIA EDISON COMPANY REQUIREMENTS (SEE SPECIAL PROVISIONS).
O
� O 46 CONSTRUCT JUNCTION STRUCTURE PER A. P. W. A. 22 ONSTRUCT.PRE-CAST MANHOLE PER CITY OF FONTANA STD. N
- _ PLAN N t1
INSTALL MODEL 711 UNI DIRECTIONAL SINGLE CHANNEL OPTICOM DETECTOR - O. 2.
64 CONSTRUCT 6 INCH VCP SEWER HOUSE CONNECTION STD. PLAN N0. 332 I •g
[:3 _ 33 CONSTRUCT 48 INCH RCP (D -LOAD PER PLAN)CD
PER. DETAIL B THIS SHEET, AND AS DIRECTED BY THE ENGINEER PER 222 1 O 23 .NOT USED �
t SEE SPECIAL PROVISIONS.)47 NOT USED.
o
X I T 1 1O
65 E S NG 8 NCH. STUB AND !_ �i'
O
3q CONSTRUCT RCP (D LOAD PER PLAN)
d
BREAKIm
INTO EXISTING SEWER A -O4
4 INSTALL CITY FURNISHED IMAGE SENSOR UNIT PER CITY STANDARD DRAWING
0 EX S NG SEE MANHOLE AND MODIFY 2 NOT USED L�
❑ CHANNELA PER APWA - O
BASE E PW 208
133 AND AS DIRECTED BY THE ENGINEER. q8 REMOVE
35 CONSTRUCT CURB OPENING A O
EXISTING INLET.
E G C TCH BASIN
GL7
P F 25 CONSTRUCT MODIFIED
66 LUG END 0 PIPE WITH ONE ROW OF BRICK ANO MORTAR O CATCH BASIN PER DETAIL ON SHEET 7.
❑INSTALL 78(3")C. SCHEDULE 80 PVC CONDUIT WITH PULLROPE PER ED I SON O PER A. P.W. A. STD. PLAN N0.300-2. O
5j 49 CONSTRUCT PRESSURE MANHOLE SHAFT WITH ECCENTRIr. I-
REQUIREMENTS COORDINATE INSTALLATION WITH AN EDISON SERVICE PLANNER O 26
REDUCER PER A.P.W.A. STD. PLAN N0. 328-1. REMOVE EXISTING DRAIN INLET..
PRIOR TO CONSTRUCTION. 35 CONSTRUCT CURB OPENING CATCH BASIN N PER
CONdSTRUCT6ON�1 COTES • ( TR 7
S E E T S C A P E IMPROVEMENTS) 50 INSTALL TYPE I CLASS F DEL I NEATOR 26 ABANDON EXISTING INLET AND SEAL TOP PER APWA STD. PLAN
CALTRANS STD.. PLAN N0. D72. TYPE OL INLET.
6 INSTALL 53 (2') C. , WITH SIC (BPR #19) PER SPECIAL PROVISIONS AND `-� � 381- I AND CONNECT NEW PIPE. �
AS SHOWN ON PLAN. L I CONSTRUCT 4 THICK P.C.C. PAVING. !SEE DWG. NO. 3031 SHEET CONSTRUCT CATCH BASIN CONNECTION PER A. P. W. A. STD. NOT USED
OEE 3, 36 REMOVE INTERFERING PORTION OF EXISTING PIPE 51 _ 26
7 .INSTALL R73-6 SIGN AND HARDWARE PER CALTRANS STANDARD PLAN ES -7N DETAIL "U'
DETAIL I TOTAL QUANITY 675 S.F. O PLAN NO. 308 1 1
CONSTRUCTCONCRETE
I 52 CONSTRUCT PRESSURE TYPE MANHOLE FRAME AND COVER
27 C COLLAR PER A. P, W. A.
�2 .CONSTRUCT ROCK BLANKET. SEE DWG. N0. 3031, SHEET 3, DETAIL 3. REMOVE EXISTING STORM DRAIN AN ASSOCIATED O � -
®O 37 D SOC t TED PER A.P.W. A. STD. PLAN 3 I I - I . STD. PLAN N0. 380 3
8 REMOVE AND SALVAGE POLE COMPLETE. REMOVE FOUNDATION. TOTAL QUANTITY- 200 SJ. - O
PER
28 .
- - TR P
CONSTRUCTCONCRETEA
53 CONSTRUCT 30 INCH RCP (D LOAD PER PLAN) O
CONSTRUCT GC MODIFIED INLET PER ON :SHEET .7.
A A A A
38 UC COLLAR PER A. P.W. A. O
9
INSTALL CANTILEVER MOUNTED STREET NAME SIGN AND MAST ARM
..•M a r....-....:
CONSTRUCTION Nei T E STD. PLAN N0. 380-3
O S (STREET LIGHT GNT CONDUIT)54 d
(SEE SPECIAL PROVISIONS).CONSTRUCT DESILTING BASIN PER DETAIL ON SHEET 29 CONSTRUCT MODIFIED JUNCTION STRUCTURE PER DETAIL ON SHEET 7. -°
Eo o w-
39 CONSTRUCT JUNCTION STRUCTURE PER A.P. W. A.
I0 REMOVE AND SALVAGE EXISTING CONTROLLER AND SERVICE CABINET 67 INSTALL NEW 1d X 17 X 12 CONCRETE VAULT FOR SCE BY CONTRACTOR _ 55 CONSTRUCT SPECIAL MANHOLE PER DETAIL SHOWN ON SS SE SIGNING ANSTRIPING
O l2 � STD. PLAN 33 12 O E AND PLANS. _
-COMPLETE REMOVE FOUNDATION.
DRAWING NO. 3001, SHEET 7.. -- ~
40 CONSTRUCT MANHOLE PIPE TO PIPE PER A. P.W.A. T r
S SEE TRAFFIC SIGNAL MODIFICATION PLANS
68 INSTALL CONDUIT RUN FOR SCE BY CONTRACTOR A SHOWN W o
CAP N THROUGH T N F R F A COR S S 0 N BELO _ 56 CONSTRUCT STANDARD DRIVEWAY PER f ONTANA STD. :y.
SECONDEON 0 FUTURE INSTALLATION. LLAT I ON. O STD. PLAN N0. 322 1 o w
PLAN N0. 103. MT MEDIAN TAPER PER APWA STD PLAN N0. 140-2.
c,
4 l CONSTRUCT MANHOLE PER A. P. W. A. STD._ \
l L W AND L PER PLAN r.� ,.
r -,-;;i INSTALL SIGN AND HARDWARE PER CITY OF FONTANA STD DRAWING 139 NO OF CONDUIT O
MF
MEDIAN FLARE PER APWA STD PLAN NO. 141-2.,
.
i
PLAN N0. 320- i
❑INSTALL
13
-4I I ") S P • ,
T LL 6 t . 5 SCHEDULE 40 HDPE CONDUITS TS PER DETAIL L C THE CONDUITS
PROPOSED CONDUIT RUN FOR
3
SIZE OF CONDUIT (INCHES) 42
O
CONSTRUCT MANHOLE PER A. P. W.A. STD.
W
C
STREET LIGHT WITH DETAILS
DESIGN 4
L
lr9
ANUAL ABLE 401.4 W AND L PER PLAN.
� V1("UT�il � •�Y1.= E /� BUTTE
HA COLOR CO ORANGE, YELLOW, A A
S LL BE LO DED GE. ELLO RED, BLACK, BLUE. AND GREEN.
AND DEPTH � 36" MIN. 210
7�
71
5A NJ/l'l/T �°'/?El►��� � EXISTS/�EW.4t� 1
- o 08 03 N IAC 0483
IT ..PERMIT
c NSMvaCf e6s1,0CV&4 P E N �%
PLAN N0. 321 -
INSTALL ONE INTERCONNECT CABLE (6PR #19) IN THE ORANGE CONDUIT.
43
o
CONSTRUCT 36' CMP RISER (TEMPORARY OUTLET
INSTALL PULL ROPE IN THE REMAINING CONDUITS FOR FUTURE CABLE.
I
STRUCTURE) PER CALTRANS STANDARD PLAN NO. D75B
CONDUIT SWEEPS SHALL BE INSTALLED WITH A MINIMUM 3 FOOT RADIUS.
LENGTH OF CONDUIT RUN (FEET)
44
PLACE ONE ROW OF SAND BAGS, .TWO BAGS HIGH
I4
INSTALL ADDITIONAL SV i T MOUNT/WITH 3 SECT -ION VEHICLE HEAD AT 17 WN. AS SHOWN.
POTHOLE VERIFICATION
F1 5
TRIM TREES TO ALLOW ADEQUATE VISIBILITY.
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND
UTILITY
PIPES OR STRUCTURES SHOWN ON THESE PLANS
WAS OBTAINED
MF
MEDIAN FLARE PER APWA STD PLAN NO. 141-2.,
W. L. AND R PER PLAN.
W CT
CONSTRUCT BAY TAPER (MEDIAN TAPER) FOR MEDIAN PER HIGHWAY
DESIGN
L
MANUAL TABLE 405.2A W, L, AND PER PLAN.
W
C
CONSTRUCT PARABOLIC CURB FLARE (MEDIAN FLARE) PER HIGHWAY
DESIGN 4
L
lr9
ANUAL ABLE 401.4 W AND L PER PLAN.
� V1("UT�il � •�Y1.= E /� BUTTE
7�
71
5A NJ/l'l/T �°'/?El►��� � EXISTS/�EW.4t� 1
- o 08 03 N IAC 0483
IT ..PERMIT
c NSMvaCf e6s1,0CV&4 P E N �%
.
APPAP0.40.f PEl? C.1T I R V T T E•
BY A SEARCH OF THE AVAILABLE RECORDS. ADDITIONAL UNDERGROUND FACILITIES MAY EXIST, OR THE LOCATION OF FACILITIES0 P 4N A1U
'/ •
MAY DIFFER RCM THE LOCATIONS SHOWN ON THE PLANS. THE CONTRACTOR SHALL. AT HIS OWN EXPENSE. DETERMINE THE ST L !?O
EXACT SIGNAL INTERCONNECT CONSTRUCTION LOCATON OF ALL SUCH UNDERGROUND UTILITIES PRIOR TO DOING ANY WORK OR TAKING ANY ACTION THAT MAY DAMAGE BASIS OF BEARINGS. BENCHMARK. DRAWING NO. .2997 SHEETS 29 & 30 WERE DONE`R
TRAFFIC �OTE SUCH FACILI.fTES
OR INTERFERE WITH THEIR CONTINUOUS OPERATIONS. UPON LEARNING OF THE EXISTANCE AND LOCATION
OF ANY UNDERGROUND FA THE CENTERLINE BEARING OF SOUTH HIGHLAND CITY OF FONTANA BENCHMARK N0. 615 USING A DIFFERENT FFERENT BASIS OF BEARING. NG. REFER TO THOSE
( INSTALL SIC (BPR #9) IN EXISTING ( ") U D C 1 L I T I ES NOT SHOWN ACCURATELY ON THESE PLANS OR NOT PROPERLY MARKED BY THE UTILITY L 1 TY .
❑ E S NG 53 2 CONDUIT. OWNER. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE UTILITY OWNER AND THE ENGINEER BY TELEPHONE AND IN WRITING. BETWEEN CITRUS AND OLEANDER AVENUES= R.R. SPK. IN POLE OPP. LOS CEDROS SHEETS FOR'INFORMATION.
2 INSTALL 6-41(1.5") SCHEDULE 40 HDPE CONDUITS PER
N N 89 53 0$ E. CITRUS AVENUE AT LOS CEDROS ELEV=1467.59
�.
DETAIL "A". THE CONDUITS HA REV. REVISION DESCRIPTION ! DATE ENGR. C14Y) DATE PLANS PREPARED BY: �'""' ""�'
SHALL BE CALOR CODED ORANGE,
L1 SHOULD _
OULD CONSTRUCTION OF THE REQUIRED oFESSI
YELLOW, RED, BLACK, BLUE AND GREEN. INSTALL :ONE INTERCONNECT O � 1 ,�' - � 0
. � CA LT C - PERMIT 6 !8 •b3 � 7.� ' Q N
O ql
A A. CABLE t6PR.#19) IN THE ORANGE CONDUIT. INSTALL PULL ROP A .
L E _ .. .. IMPROVEMENTS NOT COMMENCE WITHIN TWO �, S I WILLDAN .�
RECoeO 0,P W/ms 9-21 e �o q� STREET IFAIP OVENIE TS
IN THE REMAINING CONDUITS FOR FUTURE CABLE. CONDUIT „; � ( � x` `� 13191 Crossroads Parkway .North, Suite 405
YEARS OF THE DATE 4F APPROVAL SHOWN HEREON �.�, o �• _ o
SWEEPS SHALL B INSTALLED WITH A MINIMUM . _ Industry, CA 91746 3497 DRAWN BY. SCALE,
E .LLED N U 3 FOOT. RADIUS. � 3 !�� /7R�EI�d,�liRTSlA• 9Zt35:20 All/O ��Z � y �
No. C06015 (562) 908 6200
:�. � AND CARRIED FORTH IN ,� 3 �-, DB/BM I -40 0
_ _ �r DILIGENT MANNER, THE
DIAL TWO WORKING CDoI/S RUC /®N � a s- SHT. 1
. 1 ! l �' 3 EXP. 03-31-04 � SHEET
++ N •
' i � . DESIGNED BY: _.. ._ . TITLE a7:•� E E T o
INSTALL P48 PULLBOX. BEFORE DAYS BEFORE * UNDER THE SUPERVISION OF. DATE:
CITY ENGINEER MAY REQUIRE REVISIONS TO THE �
j
YOU DIG YOU DIG I Q _ M
PLANS T q
CIV1� NJ/SB/CZ 04 07 03 0
L S 0 BRING THEM INTO CONFORMANCE WITH / � ►�
0 ! _. o
F CHECKED BY. APP V Y� -• _ K .
4 INSTALL 53 t2) CONDUIT AND SIC AS SHOWN. TOLL FREE 1-800-227-2600 I 0 1 /4lD _ o ED B .,.�- ,� , ;,� DRAWING No.. M N
❑ A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STANDARDS IN EFFECT.
: " �, * , -; • c
EC CARLOS MANO R.C.E. 60153 DATE CZ/VM ... 2997 co
CITY ENGINEER R.C.E 51152 DATE: 3 v c
1 _
j