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t
---- ---- ----- -10 1L Y7 i00-, CK:) .... ........ ..... ...... ........ + _C1 0F,-_-_CENTERLINE=`-_z`
----- _7 7-- + 7 -1. 77 7,!--4 U i�z
0 4 . .......... ... .... .. . . ..... + -- -------- - ------ =7 77�_= 7 _ t- 1 f -=t=,-:_
T ---- -- - - Ex A N -- ---- ISTIN, �-CURB" F- T' ir-_-CENTE -RLJ� 4 4L 10 -Z ... ... .... ........ ..... T 04 - + M T .. . . . . ..... _z 4 t _C1 IS- LY - �CURR----- I- ------ ------- - 77� .. . ... ..... 4- MEDIAN- J_ I _!�� c __ CEt4TERLINE
------ ------ EX Z S11NG ------ -- - Lu - --------- --- .4 4 4 -71 =7 -77, I -S L- CU R9 -:' L t 0
........... F---=' CENTE ... . ..... ...... ------ 4 + - ----- ------------- 7T--7:71 7- r 4-
---------- .. .... .... n cti, 95 Oz)tL)-,--- %J -7-M ED 4-, LT-�- Lu ---- - --- -- r7- 10 V) - ---- - -rEf?tJNr7 -Pt ST
t:U- ------ 0 CIO ----------- -- ------ ------ + 74- WIL -_=C�4 t -CUR!37-YHSLY:�= IL I - - - - - - - - - - - - - - - - -- --- -- = _CE -15
-N TERLI NE---- ------- ------ -- ----- I ------ - U7 -J ul WAEVERSC E-1 -2 �R-EVERS AfTR -77 00 j- t 4- _f7 r -4 4.. -4 -4 .. . ..... ... ------- I ------ ------ Off
............ + . ....... . ...... ....... 4 ----- ----- ---------- -- ------- - ------- -- �' -- -------- - ----- - -- . ........... .. . ---- -- ---- � -------- Z t . ...... ----------- t -;--------!__:-_-_-T --- ----- -- L __0 5 EN 4- ------ T1 N G 7, 60 97-ziX -Y- F�C I a0r.
------------- ...... ---------- (x ... . ........ - ------ -- a
----- ------- P ROFILE SCALES 4 ..... ..... . I-0
U-)
- ----- --- - -------- HORIZ. 1 40' 1100 .. .. . ..... . 4 .. ..... . .... . . .... VERT. 1 12=41 CURVE TABLE 8 9 10 1 1 12 13 14
Number Delta Radius Length . .... ... AMERICANA WAY
(X)'4 - - L ............. ....... ..... -5-77. I&N - - - ------- L MEDIAN 0
....... .. . . T ---------- .... .. . . . ......... ... cl ....... . .. I 4- 4 OD 8 T X7 LU
4- -- ----- ---------- 4 z --- 0 ..... .... . .. '�7 T141C ------- ------- PROPOSED' _0Rj:: VU X_ )FF
-'9V,:-REVERSE----TAPER --- L�45 5URB_e,,& TTER 3' -ACL, -8' _c ------- --- CUW 7 4- 7.
. ... . .....
4 717 + E_
.. ........
15 16 17
/-A\ \_1y 1 1 *34'53* 03.00' 61.25' 30.73' 1 1 *35'31 303.00' 61.30' 30.76' I_nC 18QMQMo 3.01 -10 .9 F3 0. 0. 98, 90-0000- 54. 35.0 90,00,00, . ...... j )0' 54.98 35.00' 0
Uj Uj Uj
TR A C T 3: TRACT --"X
_�_l 8b'O'Ot6 .00 11*25'16* 303.00' 60.40' 30.30' BOUNDARY 6 6 BOUNDARY Z U) �0 Ow- -joz 22*37'1 2* 78.00' 30.79' 15.60' y IM: I. -Z LL Lj x ZLJ 000
5' SIDEWALK 3r _j V) 003 y w -D UZ Ld 0� - - .21 14 _j R
151 V21 171.75' 45.53' 22.90' Lo -r J_\ EXIST. Uj Ln < 0 _j L 0-r B 0 Mz- L 0 z
t LLJO 0 CD LLJ N N 0 0 M w EXIST. WATER z - LU w Y_ J8 cNi too LU + to METER 3TO BE z
moo 00 + 04 < C, �_j
U) Lj
M 22 + PROTECTED j 4 LA
111 co 0 ix. 0 PROPOSED SIDEWALK DRAIN EXIST. ELEC. PULL BOX w z X CE -LO 3r. 0
w L? z)" Ujz
E)CSTING 5" WIDE OM + Uj
(0 SEE ROUGH GRADING TO BE PROTECTED 6 V) (HA OR DRAINAGE IN PLACE. �CONC. SIDF-WALK Ujo V) -
LU INT. + STA. 0+00.00 BASE LINE AVE. (n , i�� , -
iT� - N
;ESTA 0+00.00 EAST AVE. Uj w TREET IMP. PLAN FOR ;8 Ex F/! to A8a- 2 -?l ca 0 j�
BASE LINE AVE. DWG. NO. 1320 E < �,,8 &1 F SHT. 2 OF 4. - - - - - - - - - - - - - - - - - - - - - --- - - r- ILL 27 _�87_71--TC) w LU 11 0 STA. 7+22.70 (3 L F.1 0 FQ 120'__REVERSE7-_ TPER .44 TC' T_ 0
0 zo Cn Uj AND GUTTER k-SAWCU 16 15 z SIZE 3 ------ w C4 83.69 TC LINE (81.77 FL) + > w - STA. 11+37.72 V) Lj Ch 04 0) " z =4u
SAWCUT REMOVE & in JOIN EXIS 11 12 + Of 83.02 FIL 19 REPLACE EXISTING 8" ww 400 Z x MEDIAN CURB P 8- CURB & GUTTER w ,0 W. SAWCUT LINE SAWCUT LINE -0 c6 EXIS 4
+
-67-TC 82.92 FS 8a. G SEWER EXISTING 6* - - ---- (9a35 TC�- ---- -,-- - ; 4 84 36 IC ------ MEDIAN CU FS .8 r1)lr �WCUT LINE
- - - - - - - - - - - - - - Fill n 89 9+00 n 1192.44' -558'5- Uj
(89.85 7+00 8+00 N89*58'57"W N89*58'57"W 1+00 7t� 50' 0 M .55 LU
SA 84. -777-7 ---- -------- -ill,% C*4 4 �0 04 .58 FS G LINE 8
00 co M X 82.92 FS + 19 LU
w 0 + +
-C-4 Al C14 I BASE LINE o 3ro AVENUE SAWCUT 120' REVERSE TAPER Z LU
z w 00 ------- --- --- ------ 9 _LjNE LZ R 82-.73TC)----- Z<004- �-EXISTING- 8'� CURB--- 0 < _j . ,� - r__ . I --- TC V)IM + t�� �� - cc LU
GUTTER W LU C14 77 - . I - 7 Lj_ yj I.� I V,7- 0 AND K; i� 11 11 A. I z � 06 FIL LA GUTTER - - - - - --- - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - (83.92 CO UJ .;Q7
I-zo -_C4 0 A; T83.56 __0 z LLI- '--R/W R/W-.* "I - L�j�j L.4 Uj<o U V) w + 5< -t2 - - 22 ob wo 67, 'Of M 0-- C4 Z6 x jj:D"- :�� a q�� 4
Lj UJI L, Wxm STA. 11+82.44 BASELINE AVE. INT. 121.71' REVERSE TAPER LJ
=STA. 10+00.00 DECA-TUR WAY-_,�- mo -w-
z 0z �-<o 0 z z):3 0, o V)Imz,* 0 0o1` --<Q 0 10 13 4---w oi, o Idow -L, �- E + w
o (nM w/)oof 300 V) a-
0 +
CONSTRUC-nON NOTES =)z 0 0 MZ ; C4 =)00 004 Uj<
cnz + I+ M_j
a.
w 0-j>= QQ.<V) z)_j 0 1AjQQ_<V) 00 M z >M ��x o 11 12
z
3 CONST. 4" THICK P.C.C. SIDEWALK (W=4.5') Q�_ ( 4 CONST. 6" CURB ONLY PER CITY OF FONTANA STD. DETAIL 101. 5 CONST. CROSS GUTTER WITH #4 BAR @ 12" O.C. BOTH WAYS IN GUTTER PORTION. (SIZE PER PLAN) LEGEND 6 CONST. ACCESS RAMP PER CITY OF FONTANA STD. DETAIL 104A. AMERICANA WAY T I T RECORD DRAWING 8 & CONST. 8" MONOLITHIC CURB WITH 8" THICK CONCRETE SLAB, H.P. HIGH POINT O.C. ON CURB REINFORCED WITH 6wx6* #10 W.W.M. T.C. TOP OF CURB ELEVATION B.C. BEGIN CURVE The information an this ftwing is wainm ftm others ar - 6�60NST A 5- A r OVER COMPACTED NATIVE SOIL nFESS, must be verdied in thp fiAld hy ; i^
10 SAWCUT & REMOVE EXISTING A.C. PAVEMENT.
&*_
F.S.
FINISHED URFACE LLr-VAIIUN
Lo.
=:1:4=1
vv� Wk
L e
t Q, OROS U,N,UtJ 1W
F.L.
CU
4
----------- Y
------
7
t
SHEET MATCH LINE
P.C.C.
POINT OF COMPOUND CURVE
CD
NO.
rn
@_13 REMOVE EXISTING 6" CURB ONLY.
- - - --- ------ 177
B.V.C.
BEGIN VERTICAL CURVE
Uj
Z
=0
14 RELOCATE EXISTING PALM TREES.
&15 RELOCATE EXISTING WATER METER BY FWC.
+
(X)'4 - - L ............. ....... ..... -5-77. I&N - - - ------- L MEDIAN 0
....... .. . . T ---------- .... .. . . . ......... ... cl ....... . .. I 4- 4 OD 8 T X7 LU
4- -- ----- ---------- 4 z --- 0 ..... .... . .. '�7 T141C ------- ------- PROPOSED' _0Rj:: VU X_ )FF
-'9V,:-REVERSE----TAPER --- L�45 5URB_e,,& TTER 3' -ACL, -8' _c ------- --- CUW 7 4- 7.
. ... . .....
4 717 + E_
.. ........
15 16 17
/-A\ \_1y 1 1 *34'53* 03.00' 61.25' 30.73' 1 1 *35'31 303.00' 61.30' 30.76' I_nC 18QMQMo 3.01 -10 .9 F3 0. 0. 98, 90-0000- 54. 35.0 90,00,00, . ...... j )0' 54.98 35.00' 0
Uj Uj Uj
TR A C T 3: TRACT --"X
_�_l 8b'O'Ot6 .00 11*25'16* 303.00' 60.40' 30.30' BOUNDARY 6 6 BOUNDARY Z U) �0 Ow- -joz 22*37'1 2* 78.00' 30.79' 15.60' y IM: I. -Z LL Lj x ZLJ 000
5' SIDEWALK 3r _j V) 003 y w -D UZ Ld 0� - - .21 14 _j R
151 V21 171.75' 45.53' 22.90' Lo -r J_\ EXIST. Uj Ln < 0 _j L 0-r B 0 Mz- L 0 z
t LLJO 0 CD LLJ N N 0 0 M w EXIST. WATER z - LU w Y_ J8 cNi too LU + to METER 3TO BE z
moo 00 + 04 < C, �_j
U) Lj
M 22 + PROTECTED j 4 LA
111 co 0 ix. 0 PROPOSED SIDEWALK DRAIN EXIST. ELEC. PULL BOX w z X CE -LO 3r. 0
w L? z)" Ujz
E)CSTING 5" WIDE OM + Uj
(0 SEE ROUGH GRADING TO BE PROTECTED 6 V) (HA OR DRAINAGE IN PLACE. �CONC. SIDF-WALK Ujo V) -
LU INT. + STA. 0+00.00 BASE LINE AVE. (n , i�� , -
iT� - N
;ESTA 0+00.00 EAST AVE. Uj w TREET IMP. PLAN FOR ;8 Ex F/! to A8a- 2 -?l ca 0 j�
BASE LINE AVE. DWG. NO. 1320 E < �,,8 &1 F SHT. 2 OF 4. - - - - - - - - - - - - - - - - - - - - - --- - - r- ILL 27 _�87_71--TC) w LU 11 0 STA. 7+22.70 (3 L F.1 0 FQ 120'__REVERSE7-_ TPER .44 TC' T_ 0
0 zo Cn Uj AND GUTTER k-SAWCU 16 15 z SIZE 3 ------ w C4 83.69 TC LINE (81.77 FL) + > w - STA. 11+37.72 V) Lj Ch 04 0) " z =4u
SAWCUT REMOVE & in JOIN EXIS 11 12 + Of 83.02 FIL 19 REPLACE EXISTING 8" ww 400 Z x MEDIAN CURB P 8- CURB & GUTTER w ,0 W. SAWCUT LINE SAWCUT LINE -0 c6 EXIS 4
+
-67-TC 82.92 FS 8a. G SEWER EXISTING 6* - - ---- (9a35 TC�- ---- -,-- - ; 4 84 36 IC ------ MEDIAN CU FS .8 r1)lr �WCUT LINE
- - - - - - - - - - - - - - Fill n 89 9+00 n 1192.44' -558'5- Uj
(89.85 7+00 8+00 N89*58'57"W N89*58'57"W 1+00 7t� 50' 0 M .55 LU
SA 84. -777-7 ---- -------- -ill,% C*4 4 �0 04 .58 FS G LINE 8
00 co M X 82.92 FS + 19 LU
w 0 + +
-C-4 Al C14 I BASE LINE o 3ro AVENUE SAWCUT 120' REVERSE TAPER Z LU
z w 00 ------- --- --- ------ 9 _LjNE LZ R 82-.73TC)----- Z<004- �-EXISTING- 8'� CURB--- 0 < _j . ,� - r__ . I --- TC V)IM + t�� �� - cc LU
GUTTER W LU C14 77 - . I - 7 Lj_ yj I.� I V,7- 0 AND K; i� 11 11 A. I z � 06 FIL LA GUTTER - - - - - --- - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - (83.92 CO UJ .;Q7
I-zo -_C4 0 A; T83.56 __0 z LLI- '--R/W R/W-.* "I - L�j�j L.4 Uj<o U V) w + 5< -t2 - - 22 ob wo 67, 'Of M 0-- C4 Z6 x jj:D"- :�� a q�� 4
Lj UJI L, Wxm STA. 11+82.44 BASELINE AVE. INT. 121.71' REVERSE TAPER LJ
=STA. 10+00.00 DECA-TUR WAY-_,�- mo -w-
z 0z �-<o 0 z z):3 0, o V)Imz,* 0 0o1` --<Q 0 10 13 4---w oi, o Idow -L, �- E + w
o (nM w/)oof 300 V) a-
0 +
CONSTRUC-nON NOTES =)z 0 0 MZ ; C4 =)00 004 Uj<
cnz + I+ M_j
a.
w 0-j>= QQ.<V) z)_j 0 1AjQQ_<V) 00 M z >M ��x o 11 12
z
3 CONST. 4" THICK P.C.C. SIDEWALK (W=4.5') Q�_ ( 4 CONST. 6" CURB ONLY PER CITY OF FONTANA STD. DETAIL 101. 5 CONST. CROSS GUTTER WITH #4 BAR @ 12" O.C. BOTH WAYS IN GUTTER PORTION. (SIZE PER PLAN) LEGEND 6 CONST. ACCESS RAMP PER CITY OF FONTANA STD. DETAIL 104A. AMERICANA WAY T I T RECORD DRAWING 8 & CONST. 8" MONOLITHIC CURB WITH 8" THICK CONCRETE SLAB, H.P. HIGH POINT O.C. ON CURB REINFORCED WITH 6wx6* #10 W.W.M. T.C. TOP OF CURB ELEVATION B.C. BEGIN CURVE The information an this ftwing is wainm ftm others ar - 6�60NST A 5- A r OVER COMPACTED NATIVE SOIL nFESS, must be verdied in thp fiAld hy ; i^
10 SAWCUT & REMOVE EXISTING A.C. PAVEMENT.
&*_
F.S.
FINISHED URFACE LLr-VAIIUN
Lo.
LNU Ul- tUKVL
vv� Wk
L e
11 REMOVE EXISTING 8" CURB & GUTTER.
F.L.
FLOW LINE ELEVATION
P.R.C.
POINT OF REVERSE CURVE
480
12 REMOVE EXISTING CONC. SIDEWALK.
@_
SHEET MATCH LINE
P.C.C.
POINT OF COMPOUND CURVE
CD
NO.
rn
@_13 REMOVE EXISTING 6" CURB ONLY.
TRACT BOUNDARY / PROPERTY LINE
B.V.C.
BEGIN VERTICAL CURVE
Uj
CO24473
=0
14 RELOCATE EXISTING PALM TREES.
&15 RELOCATE EXISTING WATER METER BY FWC.
DIRECTION OF FLOW
E.V.C.
END OF VERTICAL CURVE
Exp. 12-31-0t,
CNk
EXISTING SPOT ELEVATION
M.V.C.
MIDDLE OF VERTICAL CURVE
I Q R LrVI U V L LAIZ') I I IN I t,21NI I- C -r'% %-I " r1% LVV I R L M L IN I OF CAQ�
4-7 r_1 Q rIPAnC7 QDC7AV
jj V9 USE: 01
coristruction. HALL & FOREMAN, INC. is not responsible fo��-
I,- "rliground facHityi locations or depictions. All above grot, faci%es can be readi� seen and verified bv the parties ti.,
rl to 1rA same. 40, 0. 4-0, 80, 120'
GRAPHIC SCALE: 1* -4-O'
kL�f_ k L) Q U .) I 3r-VVLr% FVItAI'4r_IULL IU 18 REMOVE EXISTING STREET LIGHT BY SCE. 19 CONST. A.C. OVERLAY. (2- MIN.)
20 & CONST. TRANSITION, CURB ONLY FROM 8" C.F. TO 6" C.F. CITY OF FONTANA, CALIFORNIA
:!i�)FES,s 21 INSTALL "TYPE K-11" MARKER NTH R7 SIGN PER CALTRANS STD. PLAN A73A. 22 @�_ REMOVE EXISTING BARRICADE. L 0 <" Hall & Foreman, Inc. DRAWN BY STREET IMPROVEMBff PLANS SCALE: RLM I - a 9.
(323
)--INSTALL BARRICADE PER CALTRANS STD. PLAN A73C.
26
CONST. CONC. SIDEWALK PER LANDSCAPE ARCHITECT PLANS
CON ST. CITY OF FONTANA MONUMENT SIGN. CALL SCOTT BANGLE @
PUBLIC SERVICE (909) 350-6766.
@28 CONST. SIDEWALK DRAIN PER CITY OF FONTANA STD. DETAIL 124-A (SIZE PER PLAN)
INSTALL 22,000 LUMEN COBRAHEAD CUT-OFF LUMINARE, MOUNTED ON A
(a- " " I
F012 HORIL: 1 4U
d Civil Engineering - Planning - Surveying - Public Works DESIGNED BY %RP VERT. 1w 4'
RLM BASELINE A No. 24573 _;0 545 N. Mountain Ave. Ste. 106 Upland, CA 91786-9997- (909) 982-7777
Exp. 12/31/01 CHECKED DATE:
kj�x PREPARED UNDER THE SUPERVISION Or: Arl 1/12/98
REVISE AMERICANA WAY RB 2/01 JOB NO. DR. NO. SHT. NO.
MANbLL LIUHI �)IAINIIJAKIJ. MUUNIINU HLIUHI �)HAILIL blL ZO. ENGR'S. DATE CITY DATE L, L. BOWMAN R.C.E. 24573 5195 AVIIJI111UvItu =if 2696 6AOF 7
REVISIONS RICHARD UVLU LTY ENGINEER R.C.E. 51152
APPROVAL, APPROVAL DATE: ACTING C11