HomeMy WebLinkAbout3789-16I-- ---------- - --------- - -------- .......... ------ --- - --- ------- - ------- - -- ------------- . ... ... ... .......... .......... ....... .. -_- - - - -POR-T . ..... C -V ... . ..... . .. ... ------ ON ..... .... ... -------- -- ------- -- --- ----- ..... ..... ..... . __vC:2_ ........ . .... .. ... . . .........
-C -7 RN ------- .��vc -T RR_*RE V 'POR.101.q -0 .......... . . ..... ...... ---- --- ....... .......... . ............ . ------ ........... ....... - ------- - . ....... . ..... 1� -5 '.1-i 7 -7' - - ----- - - ------ -- ... ....... . . - ------ . ..... N- RETU -C _2. 0 . ....... . -G2' -0.-5- 4, 7252
- ---------- -- - ---- -- ---- - - --- W--- -URB- -23+ '00" P-1 D76-05 4_90. . . . ------- - - -- - - - - - - - - L . ........... . .... . ... ......... ..... ......... -5 U J_ 78.--4- V-:.�
.... ....... .. .... -------- ------ ....... ... .... ------------ ---------- -0 ---------- -------- . .... ... ........ -- --------
----- - ---- I. ..... ... 16 05- OOL- -- -------------- ------- - ---------- ....... .... to_ - ---------- 4� 43) ... . ............. . .... .. ---------- ...... -------- -- Liz) .... ..... ... ...... ...... fZ_ _7 + -:C ----------- ............ --------- 7. .. ....... . ....... XtS.1 I N 0 _G R-0. U ND-_ . .... C
A - - - --- - . . ....... .. -FLOWLINEL-017:7GUTTTER PROP ...... OSED-N.LY 00. 00. _v_C .......... ------ --- --- - -TOP --O . . ..... ..... . ......... ...... -.-'-A-T.�L--aC--AL----UEPRESSIOR-. ....... ----------- ---- ------- ...... - ------ ........... ------ ....... ... ........ ...... --- ---- ...... OWUNE- OF-.�GU-TTER--: __0 --p t 0
P I -10-7-4.-�50-�.,---+-O---2-1-,+--:1 0-D-76- 5� -C
-FL -6 - - ------ -2 ....... .... ......... .. .... ... ....... ....... ..... .... . -0 .0+- �P li�=l 72:5-2--_- ----3 _:-2--T;52--' :0 ------ ----- - rx) .00 . .. .. - - ----- ...... 7 ------ ...... ........... - ------ .0 .00 -------- . ........... ------ ------ ------- ...... 1 .1 - ---------- ---- -- --------- ---- -- ----- LO ------------ ------- -----
------- - -- ......... ...... -7 ------ - ----- ------ ------ ---- - ------ - 7 ....... .... . C ........ ---------- ......... + ........ .. f-77-=- ------ --- .......... ... to
C -- ------ --- ---------- --- --- -- U �C L -Aft . ....... ---------- - -7 -7-- - - t* 7-7 _ND_ 5 e TE -RUNE-__--` -ROPOSED. - EN + EXt:STIN.G_ R.0_U jRQFkj� _9RADE .. .......... ........ . ........ . ........ .... . ....... ....... .. ...... ....... ...... - -- ------- - -- - ...... - - 4-, - .. .... 1, �. - - 77- - -- ------ -0 ------- ... ... . ........... - --------- - ---- ---- ...... ------ -- --------- - ---------- ----- - ..... . ..... . PORv0N-7!-OF=-75- 0- VC- --------------- ------ ........ .... ....... ... . ....... .. ---- -------- -- - .......... ....... . ...... .. ........... . ...... . ......... .. ......... ....... .... ........ F PT 07-4 -4 �7_ -2; 1 IC UR13': ETURN.- JZON R ------- ------ I--- - ------ 127 i5 2 0 1. -2
GT 'O -6 L -54__-_. . .. .... ... ------ 3 ;�5 ------------ ------- - Cq. ---- . ..... _u ICN ILL- -0 IEL LQ to .4z) ...... ------ u 7V C
CN u,ZU70 ILn n. 0,=J6Z 6Z4 -- ---- . . ......... 74 ------- W 77__-4M + ...... . ..... C4. ta__ 00 4(N j- U u
50 Zo� 03 :C L AT- VLY_-`._-CURI3 . ........ . -INE ....... .... .. . . ... .............. . . .. ... ..... ...... .......... .... .. .... ....... .... ....... . .. .. .... . .......... �6 - F -OWL -OF- TTER--- L GU m .......... . RESSION
Ct, 7 + + -- ----- 41-0. N --OF-.:GU 17ER+ ............ I------- 141, --------- -- --- ------- ---- --- -- -- ... .... ...... yj 4 r . ... ...... .. ........... ..... . ....... . ... ... .......... .... .... ............ -------- -- ..... .......... ---------- ----- -- - - --------- ---------- - --------- ---------- ------- - -------- - --------- ---- -- ------- T....... . ..... . 20 21 22 23 24 25 PROFILE SCALE 26 27 28 29 30 31
ILLJ
I4 1 jl Ld z
C LQ L4 4�' C-4 I3 In ILI( n 5 50 Cd 71 50 5 I(0 LLJ 43 IN tf Ck: 00 (O F cc
10 q�c! * ! � C I I'll 1'!'! ij. , _j i 00\ Q C14 + C�o Q ,0 a- LLA
LL 39: [Ill% .1 N", �_j
P.! -7 idi + LL_ 6 + cc C14 + .0 (0 + M 00 CNI + 00 00 Lu
LL_ C\j CN C.) to �7 r� F- LLI 1. i . �D., ILLJ Q 6 + 'to of
LO U�j ROP. FUTURE R1W 10 0 l:7 C14 u
PAN i 64 (h, OLO 2
i N u) I
D=18 iwjORN GY STREET -1 SD t6l Ju 26
90 3 fr 64 Zi I2!1�
0=10 9 �k332) 6+46.99
WA IER 191 24 95.96 A. 23+11.9 CL
DRIVEWAY
y CL DRiVEW4 S I9 CL DRIVEWAY w =40
64 =4U' W=30 w W
__w F G
Fn 00 4 SD 29 WER 28 27 L A 9R+ 1 Q-44 4 28 17 A CF) -
CL DRIY&WAY t w=30 y tI f / o y� - - � I --- T? CL_ I L I D 7 A Lin (f) Lm CL_ (b 65 CL K 00 to \�RROP. Ca L4j CL m ca 25 Cn C + 1 00 4 ) t< tn .3 +
Fbm P_ CLi (* ", C-10 JRE RIWI�k V_ + I< u_ & & 4mr) U-� a (y) CN co cy) 00 4z, cz) 4zo cz) C� LA C.N (z) 434- V) L, lzn LL: CN C\4 r*_� all L czo
00 + 0), cczl Z + r C., + to -4: Q . - CO iz LLJ 00 L, co, 4z�o C-13 Q1 cz) 4ZI, C�l 4Z, C) C* _ t , L to 93 110 04 Nr C:1 (L Q %-- %._j u_ 50 LLJ co u z q
"IN o a - L4 C, LL. 200 cell L4_ + ICN C* N Cj Q LL_ 4 LL_ V LO 00 io: U_i I _N LL I LLJ 6 50 z LL W It (j Cs + + 04 t-- v- UD CNI U '14i I2 0_2 _7SITION _CK) LLI 2 O' TRAA I0 4 LO LL, 'q. LL lFz L4_ 28 28 12
'62 C('7 12 IF__ LL_ tn62 SAWCUT AND REMOVE EXISTING PCC SIDEWALK
CONSTRUCTION NOTES
LOCAL DEPRESSION DATA TABLE
REMOVE EXIS77NG TREE tSIZE PER PLAN)
CONSTRUCT CONCRETE CURB AND GUTTER PER CITY OF FONTANA STD. NO. 100J (8" CURB AND GUTTER)
POINT A
REMOVE EXISTING SIGN
CONSTRUCT 5 1 WIDE CONCRETE SIDEWALK PER CITY OF FONTANA STD. NO. 1015
POINT D
GRIND EXIS77NG AC MINIMUM 5' MDE, 0.10' DEEP AND OVERLAY PER DETAIL ON SHEET 1
CONSTRUCT ACCESS RAMP PER CITY OF FONTANA STD. NO. 1006
W
CONTRACTOR TO MODIFY EXISTING IRRIGA77ON PIPING AS NECESSARY TO ACCOMMODATE PROPOSED
9 CONSTRUCT 6.5" MIN. AC OVER 12" MIN. 959 COMPACTED NATIVES,(JBGRADE
1074.64
DESIGN AND SHALL MAINTAIN IRRIGATION SYSTEM FUNCTIONAL AT ALL TIMES DURING CONSTRUCTION
((25 CONSTRUCT O' TO 6 C0RB'Tf?N.MIOfsI (L=2' OR AS OTHERWISE NOTED)
1074.14
40 0 40 80 120
10'
2
1074.52
1074.51
U8 ADJUST VALVE COVER TO i�PADE AFTER FINAL PAVING HAS BEEN INSTALLED
1074.49
1074.01
10 .99
10'
I 3
GRAPHIC SCALE: 1"=40'
229) ADJUST MANHOLE RIM TO GRADE AFTER FINAL PAVING HAS BEEN INSTALLED
1072.67
1072.67
43 CONSTRUCT DRIVE APPROACH PER CITY OF FONTANA STD. NO. 1005A
1072.16
14'
1 4
11072.69
1072.68
1072.66
1072.66
1072.18
1072.16
14'
- - N _�P, -_ -- �, SHOULD CONSTRUCTION OF THE
50 CONSTRUCT LOCAL DEPRESSION FOR CORB 1NL'_E-7*" STRUCTURE PER CITY OF FONTANA REQUIRED IMPROVEMENTS NOT
STD. DETAIL 121 AND DETAIL ON SHEET I COMMENCE WITHIN TWO YEARS
BASIS OF BEARING BENCHMARK ELEV. 1077.40 OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE LOCKWN: FORTH IN A DILIGENT MANNER,
COORDINATE SYSTEM ZONE 5. BASED LOCALLY ON THE COUNTY OF SAN CHISELED BOX IN EASTERLY TOP OF CURB THE CITY ENGINEER MAY REQUIRE
BERNARDINO GPS STATION 20377 FILED IN BOOK 004015 PAGE 001548 ON TAMARIND AVE., 60' SOUTH OF TAMARIND CT., REVISIONS TO THE PLANS TO
FILE IN THE OFFICE OF THE COUNTY SURVEYOR OF SAID COUNTY AND GPS 500' SOUTH OF SLOVER AVENUE. BRING THEM INTO CONFORMANCE
STA11ON 20384 FILED IN BOOK 004015 PAGE 001555 ON FILE IN THE OFFICE REVISED PLANS DUE TO PROJECT COORDINATION 9/05 M.H.M. WITH STANDARDS IN EFFECT.
OF SAID COUNTY SURVEYOR. A 0 NO. REMSION DESCRIP11ON DATE ENGR. CITY DATE
CURVE DATA A R L TFOR CONSTRUCTION
OF CATCH BASIN SEE
PUBLIC STORM DRAIN
IMPROVEMENT PLANS.
G 88*18'10" 35. 00' 1 53.94 1 33.9R to
En
CITY OF FONTANA, CALIFORNIA ESS'q*4, 0
H It
Ile Huitt-Zollars, Inc. Ontario DRAWN BY: SCALE: C - _w P.M. NO. 18264 - SIERRA BUSINESS PARK
NO. 33366 H -Z STAFF AS SHOWN
1101 S. MILLIKEN AVENUE, SUITE G ONTARIO, CALIFORNIA 91761 * (909) 390-8400
Lo
EXPIRAWN TE HNOL GY STREET 6-30-2006 DESIGNED BY: FROM ERRA AVENUE DATE: Lo
M. H. M. r_�O PR TION AVENUE 3-2005 0
clvl\� - APPROVED 13Y MAURICE H. MURAD R.C.E. EXPIRES DATE 0
AP CHECKED BY. DWG. N O.: 16 % OF C N\-\ 0
%1%1%�%�-41�ftm; - . 33366 6-30-06 M. H. M. 3789 VOC r. � - s- 19 0
f f MT\r ENGINEER R.C.E. 51152 DATE: 0
LOCAL DEPRESSION DATA TABLE
89',5939"
0
POINT A
POINT 8
POINT C
POINT D
POINT E
POINT F
W
1
1074.64
1074.64
1074.64
1074.64
1074.14
1074.13
10'
2
1074.52
1074.51
1074.50
1074.49
1074.01
10 .99
10'
I 3
11072.67
1072.67
1072.67
1072.67
1072.16
1072.16
14'
1 4
11072.69
1072.68
1072.66
1072.66
1072.18
1072.16
14'
G 88*18'10" 35. 00' 1 53.94 1 33.9R to
En
CITY OF FONTANA, CALIFORNIA ESS'q*4, 0
H It
Ile Huitt-Zollars, Inc. Ontario DRAWN BY: SCALE: C - _w P.M. NO. 18264 - SIERRA BUSINESS PARK
NO. 33366 H -Z STAFF AS SHOWN
1101 S. MILLIKEN AVENUE, SUITE G ONTARIO, CALIFORNIA 91761 * (909) 390-8400
Lo
EXPIRAWN TE HNOL GY STREET 6-30-2006 DESIGNED BY: FROM ERRA AVENUE DATE: Lo
M. H. M. r_�O PR TION AVENUE 3-2005 0
clvl\� - APPROVED 13Y MAURICE H. MURAD R.C.E. EXPIRES DATE 0
AP CHECKED BY. DWG. N O.: 16 % OF C N\-\ 0
%1%1%�%�-41�ftm; - . 33366 6-30-06 M. H. M. 3789 VOC r. � - s- 19 0
f f MT\r ENGINEER R.C.E. 51152 DATE: 0
A
89',5939"
50.00**
78.53
49.99'
B
90*00'21 "
50.00'
78.54'
50.01'
C
90900,00"
50.00'
78.54'
50. 00'
D 90000,000 15.00 P 23.56
15. 00'
E
9000,00"
35.00'
54.98'
35. 00'
F
91 "41'50"
35.00'
56.01'
36.05"
G 88*18'10" 35. 00' 1 53.94 1 33.9R to
En
CITY OF FONTANA, CALIFORNIA ESS'q*4, 0
H It
Ile Huitt-Zollars, Inc. Ontario DRAWN BY: SCALE: C - _w P.M. NO. 18264 - SIERRA BUSINESS PARK
NO. 33366 H -Z STAFF AS SHOWN
1101 S. MILLIKEN AVENUE, SUITE G ONTARIO, CALIFORNIA 91761 * (909) 390-8400
Lo
EXPIRAWN TE HNOL GY STREET 6-30-2006 DESIGNED BY: FROM ERRA AVENUE DATE: Lo
M. H. M. r_�O PR TION AVENUE 3-2005 0
clvl\� - APPROVED 13Y MAURICE H. MURAD R.C.E. EXPIRES DATE 0
AP CHECKED BY. DWG. N O.: 16 % OF C N\-\ 0
%1%1%�%�-41�ftm; - . 33366 6-30-06 M. H. M. 3789 VOC r. � - s- 19 0
f f MT\r ENGINEER R.C.E. 51152 DATE: 0