HomeMy WebLinkAbout3370-2VILLAGE
PARKWAY
SEE RIGHT
82' 2 GRAPHIC SCALE
40 01
20 40 80 160
2341 18' 25,41 16' N TRAOT 38020,5a o ozuzz - ii= -1L I
1+00.00 CL CARNATION ST. o z EXISTING R/W
cp 00
N ( )
18+02.32 CL VILLAGE PARKWAY ` o v 18+02.32 CL VILLAGE PARKWAY= + IN FEET
II 1+00.00 CL CARNATION STREET - 1 inch 40 ft.
° �- 1 TING 8" ER PROPOSED 8" SEWER 16+20.85 CL VILLAGE PARKWAY -
10+66.39 I 10+00.00 CL ANGELICA LANE
2 CL MH # 1 =NI 6 EXISTING R/W _
NrI� ° a _ a ° a CONSTRUCTION NOTES
04 Y I I --
N `\� »
2O— CONSTRUCT 48 PRECAST CONCRETE MANHOLE PER CITY STD. DWG. N0. 112
ZI5 �, N o "� - » N00'20'12"E � »
I` N N89'55'58"W EXISTING 12 WATER LINE CONSTRUCT 8 VCP EXTRA STRENGTH SEWER MAIN
_ _ PER FONTANA WATER DIST. _ _ _
EXISTING R/W `�' b — - 4 5 00 10 5�— REMOVE AND REPLACE EXISTING AC PAVEMENT PER CITY DWG. N0. 131
N 9' ' 8"W �'F'- 4-2-"W— N 1z',� — o° — — —
EXISTING R/W REMOVE AND REPLACE EXISTING CONCRETE CROSS GUTTER PER STD. DWG. 104
O RELOCATE EXISTING 12" WATERLINE AS NECES 0 ' I --`--"\ 5, o � � �
70-- RECONSTRUCT BASE OF EXISTING 48" MANHOLE IN ACCORDANCE WITH CITY
PROVIDE A MIN. 1 CLEARANCE PER FONTANA ATER ICT 7EXISTING STD DWG NO. 112
SEE DETAIL BELOW I -�- o I RELOCATE EXISTING 12" WATERLINE AS NECESSARY PER FONTANA WATER DISTRICT.
EXISTING 1 "WATER
f 8 ¢ i I "
SEWER ®—L„ n 1 z I PROPOSED 8 WATER
PROPOSED 8" SEWER N 25' 25' EXISTING 8 WATER o�2120' LEGEND
» _ ® 50 EXISTING R/W °° I '
5' MIN. 5' MIN. EXISTING 12 WATER EXISTING MANHOLE TRACT 13929 1 ;' 25 25
CITY DWG. NO. 1982 SHEET 3 OF 3 �7 SEE LEFT Q 1 REMOVE AND REPLACE EXISTING AC PAVEMENT
CAK'NATIONCARNATION VILLAGER 1 50'
STREET PARKWAY SEE SHEET 3 REMOVE AND REPLACE EXISTING CONCRETE CROSS GUTTER
�' ANGELICA LANE
Af RECORDDOCUMENT
oFEsSjn These Record Documents have been prepared
HA �� based on information provided by others. The
» Design Professional has not verified the accuracy
W EXISTING 12 WATERLINE �0.4'g7 arrdlor completeness of this information and shall
PROPOSED 8"SEWER LINE &P. s/13°1°7 not be responsible for any errors or omissions
I NOTE. THE CONTRACTOR IS TO VERIFY THE EXACT CLEARANCE OF THE c ay cirvibq, incorporated herein as a result
CROSSING PRIOR TO CONSTRUCTION. FONTANA WATER COMPANY TO
p �r w DETERMINE THE METHOD OF CROSSING THE PROPOSED SEWER LINE. BASIS OF BEARINGS:
WATER CROSSING DETAIL BEARINGS ARE BASED ON THE SOUTH LINE OF THE SOUTHWEST ONE QUARTER OF '
NT.S. SECTION 36, T. 1 N., R. 6 W., S.B.B. & M. ALSO BEING THE CENTERLINE OF BASELINE
AVENUE BEING NORTH 89'5821 " WEST AS SHOWN ON TRACT 16085-1, RECORDED IN
MAP BOOK 282, PAGES 16-20, RECORDS OF SAN BERNARDINO COUNTY.
p O REV REVISION DESCRIPTION DATE ENGR. CITY DATE SHOVED CONSTRUCTION OF REQ BENCH U RK Prepared By: QROF Ess �oNq CITY OF FONTANA, CALIFORNIA
PREPARED FOR. ALLARD ENGINEERING SEWER IPPROVE EST PLANS
���J� S Hq �F`
P.TROVEMEM
®T CITY OF FONTANA BENCHMARK NO. 361. \ M
TWO YEARS OF M DATE OF APPROVAL YOUNG HORI ES Civil Engineering - Land Surveying - Land Planning � OP ��� c'Z DRAWN BY: TRACT NO. 16403-1 SCALE:
SHO 1N HEREON AND CARRMD FORTH IN A8253 TRADEMARK STREET RAILROAD SPIKE IN NORTH FACE OF POWER POLE 8253 Sierra Avenue No. 43976 m DA/WF C ATION STREET VILLAGE P WAY 1 "=40'
DILIGENT kIANNER, THE CITY ENGIlVEER "Ay RANCHO California 92335 w
DIAL TWO WORKING RANCHO CUCAMONGA, CA 917306TTHE SOUTHWEST ER OF (909) 356-1815 Fax (909) 356-1795 (- * TO 109'1 EAST OF A7i0,�1 ST DATE:
BEFORE DAYS BEFORE REQUIRE REVISIONS TO THE PLANS TO TEL (909) 477-6715 SULTANA AVENUEAND BASELINE NEAVENUE. 1 Exp. s 30� DA
DESIGNEI JWB BY: on CuE) WY IM ST & AKS Lrj i f APRIL, 2003
YOU DIG YOU DIG R TO CONFO - ME WrM FAX (909) 477-6725 LL— 9 Z y C i i �� CHECKED BY• APPR, VE BY: ; DRAWING NO.:
David S. Hammer, A.C.E. 43976 Date lF OF V $
TOLL FREE 1-800-227-2600 CO I170NS AICD STANDARDS IN EFFECT , cAL� DSH
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT i �ECO�D ' Z k a 'Z- ELEVATION: 1365.00 (expires 6/30/2005) CITY ENGINEER R.C.E. 51152 3370
Filename: M: DWG 15908 SEWER 16403-1 SHEET2.DWG