HomeMy WebLinkAbout3687LT-1LEGEND AND ABBREVIATIONS:
AC ASPHALT CONCRETE
C.L. CENTERLINE
EX. EXISTING EXISTING STORM DRAIN
FF FINISHED FLOOR
FG FINISHED GRADE
-- ---�-- -- EXISTING WATER PIPELINE
TRACT
FS F|N|3HED 3URFACE �EXISTING SEWER L<ME
FH FIRE HYDRANT --� --'G-- -- EXISTING 8A5 UNE
FL FLOW UNE -- --E-- --EX|3JiN8 ELECTRICAL CONDUIT
G GAS -- --T-- -' EXISTING TELEPHONE CONDUIT
GB GRAD[ BREAK
HP HIGH POINT `
EXISTING MANHOLE (S�M. SDWH or EMH)
'r�
EXISTING FIRE HYDRANT
INV INVERT ELEVATION
LD LOCAL DEPRESSION
EXISTING VALVE
LF LINEAL FEET
MAX MAXIMUM ^^ EXISTING STREET LIGHT
MH MANHOLE -----�G�� '---- EXISTING CONTOUR
MIN MINIMUM
PL PROPERTY UNE ---1045--'--- PROPOSED CONTOUR
PA PLANTED AREA — ~~ ^- TRACT BOUNDARY
R/N RIGHT OF WAY
S= SLOPE OF PIPE
SD STORM DRAIN
SWR SEWER
5S SANITARY SEWER LEGEND FOR STREET LIGHTS:
TC TOP OF CURB
TF TOP OF FOOTING
TG TDP OF GRATE INDICATES 5800 LUMEN HP5V STREET LIGHT
TN TOP OF WALL (70 WATT; #7) 25 FT. LUMINAIRE HEIGHT.
TYP TYPICAL
YY WATER INDICATES 18000 LUMEN HPSY STREET LIGHT
WM WATER METER'
(158 WATT; #15) 30 FT LUMINAIRE HEIGHT.
WV WATER \AVJVE
PDL[ 14' NOSTALGIC POST TOP: Z5LP 079, 040-01400. FIXTURE 150M
16000L. KING NOSTALGIC ACORN W/CUT OFF OPTICS: ZSLH 237' 680-01587
R -PET Ll(:iHT PLANI
NO* 16318, LOTS 1-36
-lime] L I
laials-_
�����0� �����
��N��������=����� NOTES ���� 0-��°0~� STREET LIGHTS
1. ORNAMENTAL STREET LIGHT POLE SHALL BE MARBELITE OR APPROVED EQUAL
2. THE LUMINAIRE SHALL CONSIST OF COBRA HEAD CUT-OFF LENS ON A G FT. OR
8 FT, MAST ARM. 15 FT. MAST ARM REQUIRED FOR STR�-__ET LIGHTS ON TRAFFIC
SIGNAL POLE INSTALLATIONS.
3. ANY CHANGE IN LOCATION OR STREET LIGHTS FROM THL APPROVED PLANS IS
SUBJECT TO APPROVAL BY THE CITY ENGINEER.
4. SIDEWALK WIDTHS TO BE PER APPROVED STREET |WPRD/Ek4ENT PLANS. A MiN|WUkd
OF 4 FEET UNOBSTRUCTED SIDEWALK CLEARANCE REQUIRED BEHIND STREET LIGHT POLE
5. ALL LIGHTS SHALL BE INSTALLED PER CITY OF FONTAN4 STD DWG, NO. 1016
COMMUNITI S
�� �����x ���
CITY �� �w��~ �~�w���� ��������� UTILITY �LITY LIST
COY OF F0NTANA
PACIFIC BELL CO.
8353 SIERRA AVENUE
3038 E. CORONNDO STREET
FONTANA, CA 92335
ANAH8W, CA 82807
(QOQ) 350-6632
(714) 866-5487
30' CAL. GAS COMPANY
UNDERGROUND SERVICE ALERT
1981 W. LUG0NLA AVENUE
(800) 227-2000
REDLAND8' CA 92374
150 WATT #15 STREET LIGHT PER CITY OF
335-7547
C0WCA8T (CABLE TV)
'
EMERGENCIES: /GOO\ 427-2200
1205 DUPONT AVE.
Vi
0NT4R|O, CA 91761
SO. CAL ED|SON COMPANY
(908) 300-4738
300 N. PEPPER AVENUE
CONSTRUCT 5800 LUMEN HPSV 70 WATT #7 STREET LIGHT
RIALTO, CA 92376
GENERAL TELEPHONE COMPANY
909 820-5508 - UNDERGROUND
1400 E. PHILLIPS BLVD.
(009\ 875-5100 - TRANSMISSION
ONTARIO, CA 01786
bumber: 655.0101 DESIGNED B
n,-7 r_ nn
VICINITY MAP
ENGR.
CONSTRUCTION NOTES
DATE
SA
SHOULD �0������ ��� ���U����
IMPROVEMENTS NOT COMMENCE WITHIN
TWO YEARS OF THE DATE OF APPROVAL[lC�|
SHOWN HEREON AND CA���}�� ���TA >� &
CARRIED '
DILIGENT MANNER, THE CITY -`—`EER MAY
REQUIREREVISIONS - THE PLANS TO
BRING THEM INTO COMFORM&NCE WITH
AND STANDARDS IN
NO.
BENCH MARK:
Al THE NEC FOOTHILL BLVD. AND EAST AVE, 43 BB
NORTH OF CL FOOTHILL BLVD. 60 FEET EAST OF
EAST AVE, SET DRIVE PIN W/C.S. �G IN APPROX.
CENTER TOP OF EAST V|NGVALL FOR BRIDGE
�54-37A OVER ET|VVAN�A FLOOD CHANNEL
U ELEVATION: 1194630
DESCRIPTION
FONTANA
QUANTITY
UNIT
10390 Commerce Center Dr., Ste. 2DO
CONSTRUCT 16000 LUMEN HPSV
150 WATT #15 STREET LIGHT PER CITY OF
Lo
EA
190
FONTANA STD. DWG. NO. 1016
Vi
L
FAX (909) 581-0696 DRAWN BY:
SC
Q
CONSTRUCT 5800 LUMEN HPSV 70 WATT #7 STREET LIGHT
PER CITY OF
5
HIGHLAND
D
AVENUE
AVENUE
FONTANA STD. DWG. NO. 1016
Exp. 12/31 /05
bumber: 655.0101 DESIGNED B
Af
DATE: 09/14/04
-Z�t7lV.)`_ CHECKED BY:
LJ
APP OVED
/05
DWG NO. 1 OF
STEVE L. ELLIS DATE
3687LT
tu-
CITY OF
R,(�lE Sl 152
FONTANA
S. PACIFIC
RAILROAD
w
Cn
�VENUE
13AJELINE
BASE
LINE AVENUE
CITY OF
Uj
of
Uj
0
CUCAMONGA
<>
MILLER AV NU
>_
TFO
00 x
of
Uj
DIG ALERT
OTHILL
BOULEVARD
o
U
1-800-227-2600
COUNTY OF SAN BERNARDINO
AT LEAST TWO DAYS
BEFORE YOU DIG
------------------
VICINITY MAP
\�vv/
(gOy) 357POLE 14' NOSTALGIC POST TOP: ZSLP 079, 040-01400, FIXTURE 150W
—G223 — 0�OBUTlON 1 EA
\ � CUCAMONGA VALLEY WATER DISTRICT 16000L, KING NOSTALGIC ACORN W/CUT OFF OPTICS: ZSLH 237, 660-01587
10440 ASHFORD STREET
-'6\n,'QUANTITIES SHOWN HEREON ARE FOR PERMIT AND/0R BONDING PURPOSES ONLY AND SH/LL NOT BERANCHO W
ONGA, CA 91729
/980\ 987-2591 USED FOR BIDDING. CONTRACTOR SHALL DETERMINE THEIR OWN QUANTITIES AND BID A COMPLETE JOB'
SOILS ENGINEER
ENGINEErYO NOTICE TO CONTRACTOR
PACIFIC SOILS ENGINEERING, INC.
\ \ '
\` 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR
` J08 SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALL
\\ ��
PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE
` BOX 2249 LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND' INDEMNIFY AND
90630
HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR
\12 ALLECED' IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING
\ LIABILITY �B�L1TY AR|S|NG FROM THE SOL[ NEGLIGENCE OF THE OWNER OR ENGINEER.
\ , " 2 ALL UNDERGROUND UTILITIES 0R STRUCTURES, REPORTED 0R FOUND ON PUBLIC RECORDS,
` LOT ^A � '
"^`� / ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT THE OWNER,
BY
\ �
ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS HEREON' AGREES TO
\ASSUME LIABILITY AND TO HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING
\ FROM THE EX|3TENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR
\
INDICATED ON PUBLIC RECORDS, OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED
�
OR RECORDED LOCATIONS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
`\MEASURES0 PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHERS FOUND AT
7 STREET LIGHT C THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF
\
� ALL UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK.
]' THE ENGINEER PRE -PARING THESE PLANS WILL NOT BE RE5P0WS|BLE FOR,
OR UABLE FOR
UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST
\� ~�BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS.
17 4� THE ENGINEER DOES NOT RECOMMEND OR ENDORSE THE USE OF ASBESTOS -CEMENT WATER
PIPE OR ANY PRODUCTS CONTAINING ASBESTOS DUE TO THE HEALTH HAZARD CONNECTED
WITH SUCH PRODUCTS. SPECIFICATION HEREON OF ANY SUCH PRODUCT IS AT THE DIRECTION
` OF THE JURISDICTIONAL AGENCY. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL
\\ -7 1 CONSTRUCT|ON, CONNECT/ON AND REMOVAL OF ASBESTOS PRODUCTS AND SHALL FOLLOW ALL
�\ / -` `� - AND E.P.A. GUIDELINES TO MINIMIZE HEALTH HAZARDS.
5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL DIMENSIONS AND
» \ `` ` ``^- CONDITIONS SHOWN HEREON AT THE JOB SITE PRIOR TO ANY CONSTRUCTION. FUSC0E
C)\ '` ~~�
ENGINEERING,INC.NC SHALL BE NOTIFIED OF ANY DISCREPANCIES. REVISIONS TO THE PLAN
om
~� -1 SHALL BE APPROVED BY THE ENGINEER IN WRITING PRIOR TO IMPLEMENTATION.
�
\ ^` «
\
\ � ���
`/ � �
`\ � ���/ ��
1�� ����
/ .v
\
CL
LOT "A" " \ \ '} � ---
� ^ �~� ` -��
\ \ ~r \
�� F� �� 7~ �� ,� �
| � U > / (l /�) | ��~�
� ' 4 � �~ � p `-' `~ ^ �-Y �
IN
w
n
ENGR.
CONSTRUCTION NOTES
DATE
SA
SHOULD �0������ ��� ���U����
IMPROVEMENTS NOT COMMENCE WITHIN
TWO YEARS OF THE DATE OF APPROVAL[lC�|
SHOWN HEREON AND CA���}�� ���TA >� &
CARRIED '
DILIGENT MANNER, THE CITY -`—`EER MAY
REQUIREREVISIONS - THE PLANS TO
BRING THEM INTO COMFORM&NCE WITH
AND STANDARDS IN
NO.
BENCH MARK:
Al THE NEC FOOTHILL BLVD. AND EAST AVE, 43 BB
NORTH OF CL FOOTHILL BLVD. 60 FEET EAST OF
EAST AVE, SET DRIVE PIN W/C.S. �G IN APPROX.
CENTER TOP OF EAST V|NGVALL FOR BRIDGE
�54-37A OVER ET|VVAN�A FLOOD CHANNEL
U ELEVATION: 1194630
DESCRIPTION
FONTANA
QUANTITY
UNIT
10390 Commerce Center Dr., Ste. 2DO
CONSTRUCT 16000 LUMEN HPSV
150 WATT #15 STREET LIGHT PER CITY OF
10
EA
190
FONTANA STD. DWG. NO. 1016
Vi
L
FAX (909) 581-0696 DRAWN BY:
SC
Q
CONSTRUCT 5800 LUMEN HPSV 70 WATT #7 STREET LIGHT
PER CITY OF
5
EA
18
FONTANA STD. DWG. NO. 1016
Exp. 12/31 /05
bumber: 655.0101 DESIGNED B
Af
DATE: 09/14/04
\�vv/
(gOy) 357POLE 14' NOSTALGIC POST TOP: ZSLP 079, 040-01400, FIXTURE 150W
—G223 — 0�OBUTlON 1 EA
\ � CUCAMONGA VALLEY WATER DISTRICT 16000L, KING NOSTALGIC ACORN W/CUT OFF OPTICS: ZSLH 237, 660-01587
10440 ASHFORD STREET
-'6\n,'QUANTITIES SHOWN HEREON ARE FOR PERMIT AND/0R BONDING PURPOSES ONLY AND SH/LL NOT BERANCHO W
ONGA, CA 91729
/980\ 987-2591 USED FOR BIDDING. CONTRACTOR SHALL DETERMINE THEIR OWN QUANTITIES AND BID A COMPLETE JOB'
SOILS ENGINEER
ENGINEErYO NOTICE TO CONTRACTOR
PACIFIC SOILS ENGINEERING, INC.
\ \ '
\` 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR
` J08 SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALL
\\ ��
PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE
` BOX 2249 LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND' INDEMNIFY AND
90630
HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR
\12 ALLECED' IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING
\ LIABILITY �B�L1TY AR|S|NG FROM THE SOL[ NEGLIGENCE OF THE OWNER OR ENGINEER.
\ , " 2 ALL UNDERGROUND UTILITIES 0R STRUCTURES, REPORTED 0R FOUND ON PUBLIC RECORDS,
` LOT ^A � '
"^`� / ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT THE OWNER,
BY
\ �
ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS HEREON' AGREES TO
\ASSUME LIABILITY AND TO HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING
\ FROM THE EX|3TENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR
\
INDICATED ON PUBLIC RECORDS, OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED
�
OR RECORDED LOCATIONS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
`\MEASURES0 PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHERS FOUND AT
7 STREET LIGHT C THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF
\
� ALL UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK.
]' THE ENGINEER PRE -PARING THESE PLANS WILL NOT BE RE5P0WS|BLE FOR,
OR UABLE FOR
UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST
\� ~�BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS.
17 4� THE ENGINEER DOES NOT RECOMMEND OR ENDORSE THE USE OF ASBESTOS -CEMENT WATER
PIPE OR ANY PRODUCTS CONTAINING ASBESTOS DUE TO THE HEALTH HAZARD CONNECTED
WITH SUCH PRODUCTS. SPECIFICATION HEREON OF ANY SUCH PRODUCT IS AT THE DIRECTION
` OF THE JURISDICTIONAL AGENCY. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL
\\ -7 1 CONSTRUCT|ON, CONNECT/ON AND REMOVAL OF ASBESTOS PRODUCTS AND SHALL FOLLOW ALL
�\ / -` `� - AND E.P.A. GUIDELINES TO MINIMIZE HEALTH HAZARDS.
5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL DIMENSIONS AND
» \ `` ` ``^- CONDITIONS SHOWN HEREON AT THE JOB SITE PRIOR TO ANY CONSTRUCTION. FUSC0E
C)\ '` ~~�
ENGINEERING,INC.NC SHALL BE NOTIFIED OF ANY DISCREPANCIES. REVISIONS TO THE PLAN
om
~� -1 SHALL BE APPROVED BY THE ENGINEER IN WRITING PRIOR TO IMPLEMENTATION.
�
\ ^` «
\
\ � ���
`/ � �
`\ � ���/ ��
1�� ����
/ .v
\
CL
LOT "A" " \ \ '} � ---
� ^ �~� ` -��
\ \ ~r \
�� F� �� 7~ �� ,� �
| � U > / (l /�) | ��~�
� ' 4 � �~ � p `-' `~ ^ �-Y �
IN
w
n
NUNDERGROUND SERVICE ALERT
� OF SOUTHERN CALIFORNIA [--I
\
��
�� � ��~�
~� �
. \
STRE LIGHT
u��� ��
w
_�r-- 27 � `~
. . -
� ��
. � _ ����
-S/REE/ uuH/
73\ ~�
~/��
~/� �~� -
\ `
\ �
` \ \ ~`
` `
~/~/ � � ..
` \ '
\ u�
���� �
`
.�
2/ 25+002 24+00 0 92+00 '- zo+ 1e+00 18+00
_ _ +
Uj
�~
uc
c'l |��������. � ���
LOT "C" '
�
REVISION DESCRIPTION
~''�
ENGR.
CITY
DATE
SA
SHOULD �0������ ��� ���U����
IMPROVEMENTS NOT COMMENCE WITHIN
TWO YEARS OF THE DATE OF APPROVAL[lC�|
SHOWN HEREON AND CA���}�� ���TA >� &
CARRIED '
DILIGENT MANNER, THE CITY -`—`EER MAY
REQUIREREVISIONS - THE PLANS TO
BRING THEM INTO COMFORM&NCE WITH
AND STANDARDS IN
PREPARED R}R'
'
����-���J�� ����A����|KJ(7-|[���
\�}[L�`�|t�7�C- �����ANq`�|�|�|L`�' INC||�k^'
`iu&, SUITE 20"
IRVINE,, `,r`92618
�
X /949\ 790 --5400
BENCH MARK:
Al THE NEC FOOTHILL BLVD. AND EAST AVE, 43 BB
NORTH OF CL FOOTHILL BLVD. 60 FEET EAST OF
EAST AVE, SET DRIVE PIN W/C.S. �G IN APPROX.
CENTER TOP OF EAST V|NGVALL FOR BRIDGE
�54-37A OVER ET|VVAN�A FLOOD CHANNEL
U ELEVATION: 1194630
CITY OF
FONTANA
10390 Commerce Center Dr., Ste. 2DO
0
190
STREET LIGHTING PLAN
Vi
L
FAX (909) 581-0696 DRAWN BY:
SC
"CALE:
Ln
LO
civil eers . Land Surveyors
TRA
18
Exp. 12/31 /05
bumber: 655.0101 DESIGNED B
Af
DATE: 09/14/04
-Z�t7lV.)`_ CHECKED BY:
LJ
APP OVED
/05
DWG NO. 1 OF
STEVE L. ELLIS DATE
3687LT
i- CITY ENGINEER
R,(�lE Sl 152
Uj
of
rLi
0
Uj
LO
LO
00 x
DIG ALERT
DIAL TOLL FREE
o
U
1-800-227-2600
AT LEAST TWO DAYS
BEFORE YOU DIG
NUNDERGROUND SERVICE ALERT
� OF SOUTHERN CALIFORNIA [--I
\
��
�� � ��~�
~� �
. \
STRE LIGHT
u��� ��
w
_�r-- 27 � `~
. . -
� ��
. � _ ����
-S/REE/ uuH/
73\ ~�
~/��
~/� �~� -
\ `
\ �
` \ \ ~`
` `
~/~/ � � ..
` \ '
\ u�
���� �
`
.�
2/ 25+002 24+00 0 92+00 '- zo+ 1e+00 18+00
_ _ +
Uj
�~
uc
c'l |��������. � ���
LOT "C" '
�
REVISION DESCRIPTION
~''�
ENGR.
CITY
DATE
SA
SHOULD �0������ ��� ���U����
IMPROVEMENTS NOT COMMENCE WITHIN
TWO YEARS OF THE DATE OF APPROVAL[lC�|
SHOWN HEREON AND CA���}�� ���TA >� &
CARRIED '
DILIGENT MANNER, THE CITY -`—`EER MAY
REQUIREREVISIONS - THE PLANS TO
BRING THEM INTO COMFORM&NCE WITH
AND STANDARDS IN
PREPARED R}R'
'
����-���J�� ����A����|KJ(7-|[���
\�}[L�`�|t�7�C- �����ANq`�|�|�|L`�' INC||�k^'
`iu&, SUITE 20"
IRVINE,, `,r`92618
�
X /949\ 790 --5400
BENCH MARK:
Al THE NEC FOOTHILL BLVD. AND EAST AVE, 43 BB
NORTH OF CL FOOTHILL BLVD. 60 FEET EAST OF
EAST AVE, SET DRIVE PIN W/C.S. �G IN APPROX.
CENTER TOP OF EAST V|NGVALL FOR BRIDGE
�54-37A OVER ET|VVAN�A FLOOD CHANNEL
U ELEVATION: 1194630
CITY OF
FONTANA
10390 Commerce Center Dr., Ste. 2DO
?,05f S slo'<
Rancho Cucamonga, Cafifornia 91730
STREET LIGHTING PLAN
L
FAX (909) 581-0696 DRAWN BY:
SC
"CALE:
NO. C 047255
civil eers . Land Surveyors
TRA
18
Exp. 12/31 /05
bumber: 655.0101 DESIGNED B
GRAPHIC�����
^,`,��^�/�
50 0 25 50 100
/ IN FEET )
29 6
30
31 u -j
TREET LIGHT
LL 0
00
~~
~. ��
|
PREPARED BY:
CITY OF
FONTANA
10390 Commerce Center Dr., Ste. 2DO
?,05f S slo'<
Rancho Cucamonga, Cafifornia 91730
STREET LIGHTING PLAN
L
FAX (909) 581-0696 DRAWN BY:
SC
"CALE:
NO. C 047255
civil eers . Land Surveyors
TRA
18
Exp. 12/31 /05
bumber: 655.0101 DESIGNED B
Af
DATE: 09/14/04
-Z�t7lV.)`_ CHECKED BY:
LJ
APP OVED
/05
DWG NO. 1 OF
STEVE L. ELLIS DATE
3687LT
i- CITY ENGINEER
R,(�lE Sl 152