HomeMy WebLinkAbout3367-6BASELINE AVENUE
SEE CI'T'Y OF FONTANA
BLACKTHORN DRIVE DVJQ IM9. S253 GEM19C SCALE
SEE SHEET 8 126' 4
50' 60' 66'
25 25'
12' 48' 54' 12' IN FEET )
5' 20' 20' 5' EXIST. R/W PER
1 inch = 40 ft.
DWG N0. 3063 �
5' 2 w'o�
i ^ w �!z I > ( CURB & GUTTER
r- — z z !o I I I I PER DWG NO. 3063
1 0-t�;
ciz Of
-W� I 5Q 9 43 t Q 41' 46 45 4 43 a I mo° m
II
11 5 PUE i o v I I EXISTING
3 I II
'7 b l i ( a I SIDEWALK
10+00.00 CL ROSEBAY PLACE= 0 3 w "j
_ I
IL
17+29.00 CL BLACKTHORN DRIVE i Z I 5 3 PROPOSED R W 1�� MANHOLE NO. 3 I I - /
1 - �n \ B
_3 ------------------ -- - ---- - --- ----- -------/-- --------- .\ i� I EXIST DBL 10'x8' RC
I I I PER DWG NO 3050
12
I
11 0 12 13 14 �� F'
N o
o r I III I
NOTE:
DRIVEWAY LOCATIONS SHOWN HEREON ARE
APROXIMATE. FINAL DRIVEWAY LOCATIONS
AND DIMENSIONS SHOULD BE TAKEN FROM
THE APPROVED PRECISE GRADING PLAN
FOR THIS TRACT.
Y�J
10+00.00 CL ROSEBAY PLACE= - - - - - - - - - - - - - I EXIST. R/W PER
17+34.00 CL BLACKTHORN DRIVE — i N00°00'00"W % CONSTRUCTION NOTES
�- 4 4 I ( II I DWG NO. 3063 MENTRECORD DOCU
/I Q 22 CONSTRUCT 48 PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 112
i I I p;�OFi These Record Documents have been prepared
t � w � II �®
13 r — I ------- ------------ - ----- - -- ------ - --- ----- --------'- " S. Hq based on information provided by others. The
CONSTRUCT 4" EXTRA STRENGTH VCP SEWER LATERAL & CLEANOUT PER
i " ,,`��_ I I (( I EXISTING 10 SEWER "ass Design Professional has not verified the accuracf, CITY STD DWG NO. 125 (SEE GENERAL NOTE N0. 30)
3 3 cL PROPOSED 8 3 PROPOSED R/W _ - I ( '�p'7e and/or completeness of this information and shaft „
i 5 WATER BY OTHE S 5 3 �' o I I °' x' not be responsible for an errors or omissions CONSTRUCT 8 EXTRA STRENGTH VCP SEWER MAIN
goo z P y
o I� N. MEDIAN CURB PER crv�t nh ay be incorporated herein as a result INSTALL BACKWATER CHECK VALVE
3 :z !� � `- I I DWG N0. 3063 ��'o. N��'
i IuJ o
I II �cAL►r�
35 36 37 33 39 D 41 Q 42 N 3 I- Z4 0
14 I N z o o I III I T
I�
+ L0 I III
_i' I h
I 2)
EXISTING 12" WATER
O
EXISTING 8' GAS LE
EXISTING 17" WATER
70REV. REVISION DESCRIPTION DATE ENGR. CITY DATE RENC Prepared By: CITY OF FONTANA, CALIFORNIA
p � SHOULD CONSTRUCTION OF ALLARD ENGINEERING Q�°FESS/0,�
D I'll I O WT CO CE PREPARED FOR: ��'OJ�� Hgtiiy��F SEWER I PROVE ENT PLANS
TWO YEARS OF TIM DATE OF APPROVAL 'S CITY OF FONTANA BENCHMARK N0. 361. Civil Engineering - Land Surveying - Land Planning �� oP �� �G' DRAWN BY: SCALE:
YOUNG H��
SHOWN ON AND FORTH INA 8253 Sierra Avenue z "
10370 Trademark Street RAILROAD SPIKE IN NORTH FACE OF POWER POLE � m AE TACT ®• 164®3 1 =40
DILIGENT EI3, THE CITY ENGIrYEER 1AY t Fontana, California 92335 �,� NO. 43976 m
DIAL TWO WORKING Rancho Cucamonga, Ca. 91730 NO. 1536697E AT THE SOUTHWEST CORNER OF � Exp. 6/30/05 z DESIGNED BY: DATE.
BEFORE DAYS BEFORE REQUIRE REVISIO>11S TO THE MKS TO (909) 477-6715 BASELINE AVENUE AND SULTANA AVENUE. � L(909) 356-1815 Fax (909) 356-1795 * � AE ® AY PUCE JUNE, 2003
Y 0 U DIG YOU DIG R G INTO CONFOR�""ANCE�I1rH Fax 909 477-6725 �� `�
7 - I AP ED B DRAWING NO.:
( ) David S. Hammer, H.C.E. 43976 D 9TH. c / V 1 �- °�� CHECKED � 'z D 6
TOLL FREE 1-800-227-2600 COANDITION§ STANDARDS IN EFFECT a ices 6/30/2005) °F CALF z
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ELEVATION. 1365.00 (xp DSH
CITY ENGINEER R.C.E. 51152 X67 6
Ft CnumV. m: Xuny % awu \aGrrGr� I uvua u-w.�—avu.uny
SEMER LATERALS TRACT 1
LOT NO.
DESIGN STA. "AS -BUILT" STA. BACKWATER
YES NO
35
10+56
36
11+34 —
37
11+46 —
38
12+40
39
12+60
40
13+44 —
41
13+56 —
42
14+15 —
43
14+19 —
44
13+60 —
45
13+40 —
46
12+56
47
12+36
48
11+50 —
49
11+30 —
50
10+60
10+00.00 CL ROSEBAY PLACE= - - - - - - - - - - - - - I EXIST. R/W PER
17+34.00 CL BLACKTHORN DRIVE — i N00°00'00"W % CONSTRUCTION NOTES
�- 4 4 I ( II I DWG NO. 3063 MENTRECORD DOCU
/I Q 22 CONSTRUCT 48 PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 112
i I I p;�OFi These Record Documents have been prepared
t � w � II �®
13 r — I ------- ------------ - ----- - -- ------ - --- ----- --------'- " S. Hq based on information provided by others. The
CONSTRUCT 4" EXTRA STRENGTH VCP SEWER LATERAL & CLEANOUT PER
i " ,,`��_ I I (( I EXISTING 10 SEWER "ass Design Professional has not verified the accuracf, CITY STD DWG NO. 125 (SEE GENERAL NOTE N0. 30)
3 3 cL PROPOSED 8 3 PROPOSED R/W _ - I ( '�p'7e and/or completeness of this information and shaft „
i 5 WATER BY OTHE S 5 3 �' o I I °' x' not be responsible for an errors or omissions CONSTRUCT 8 EXTRA STRENGTH VCP SEWER MAIN
goo z P y
o I� N. MEDIAN CURB PER crv�t nh ay be incorporated herein as a result INSTALL BACKWATER CHECK VALVE
3 :z !� � `- I I DWG N0. 3063 ��'o. N��'
i IuJ o
I II �cAL►r�
35 36 37 33 39 D 41 Q 42 N 3 I- Z4 0
14 I N z o o I III I T
I�
+ L0 I III
_i' I h
I 2)
EXISTING 12" WATER
O
EXISTING 8' GAS LE
EXISTING 17" WATER
70REV. REVISION DESCRIPTION DATE ENGR. CITY DATE RENC Prepared By: CITY OF FONTANA, CALIFORNIA
p � SHOULD CONSTRUCTION OF ALLARD ENGINEERING Q�°FESS/0,�
D I'll I O WT CO CE PREPARED FOR: ��'OJ�� Hgtiiy��F SEWER I PROVE ENT PLANS
TWO YEARS OF TIM DATE OF APPROVAL 'S CITY OF FONTANA BENCHMARK N0. 361. Civil Engineering - Land Surveying - Land Planning �� oP �� �G' DRAWN BY: SCALE:
YOUNG H��
SHOWN ON AND FORTH INA 8253 Sierra Avenue z "
10370 Trademark Street RAILROAD SPIKE IN NORTH FACE OF POWER POLE � m AE TACT ®• 164®3 1 =40
DILIGENT EI3, THE CITY ENGIrYEER 1AY t Fontana, California 92335 �,� NO. 43976 m
DIAL TWO WORKING Rancho Cucamonga, Ca. 91730 NO. 1536697E AT THE SOUTHWEST CORNER OF � Exp. 6/30/05 z DESIGNED BY: DATE.
BEFORE DAYS BEFORE REQUIRE REVISIO>11S TO THE MKS TO (909) 477-6715 BASELINE AVENUE AND SULTANA AVENUE. � L(909) 356-1815 Fax (909) 356-1795 * � AE ® AY PUCE JUNE, 2003
Y 0 U DIG YOU DIG R G INTO CONFOR�""ANCE�I1rH Fax 909 477-6725 �� `�
7 - I AP ED B DRAWING NO.:
( ) David S. Hammer, H.C.E. 43976 D 9TH. c / V 1 �- °�� CHECKED � 'z D 6
TOLL FREE 1-800-227-2600 COANDITION§ STANDARDS IN EFFECT a ices 6/30/2005) °F CALF z
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ELEVATION. 1365.00 (xp DSH
CITY ENGINEER R.C.E. 51152 X67 6
Ft CnumV. m: Xuny % awu \aGrrGr� I uvua u-w.�—avu.uny