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7 ..........
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------ BENCHMAR
"'7: 'T_�7 j
FD. 1" ROUND HEAD BOLT IN CONC. CURB STAMPED
........ .....
----------- 'T
"SB CO BM 01691" AT SOUTHEAST CORNER OF
'T, "v,
-T 7 7-7
:L
FOOTHILL BLVD. AND HELLMAN AVE., 1 FT. WEST 0
"j, 7, 7-- 4, 7
..1_7
END OF CURB RETURN.
7-77-77-11-
T .....
ELEV:1203.623
_7
F
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..........
ILL.
+------------- .......... WE
c4
7
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-10
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------ ii-30
7T7 ------
......
...........
VERT. SCALE
ORIZ. SUM 1 "=4 0 Sao A+00
A 56+00 57+00 58+00
51 +00 1+00 5;'Pso' 0 0 5fft 55+00
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........... ....... ...... ------------------------- -------------
: 0
NINTH STREET
1,A
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crrf
DESCRIPTION OF REVISION DATE APPONM.
(20— 0.12' ARHM OVERLAY. (NOTE: AFTER COLD PLANE, ROUTE
AND CRACK SEAL VISIBLE CRACK 1/4" OR LARGER PRIOR TO OVERLAY)
(; C
u N
(22)— REPLACE STRIPING, PAVEMENT MARKERS AND MARKINGS
SEE STRIPING PLAN ON SHEET 29 & 30 PA R
(23l!)-— ADJUST TO GRADE (MH, VALVES, P.C.C. BOX COVER, SURVEY
MONUMENTS, P.C.C. PAVEMENT AND OTHER APPURTENANCE.) HELLMAN AVENOWEE
map 011m
(B— JOIN EXISTING (SEE JOINT DETAIL ON SHEET 24.) MM7 IMOPROVEMOENTS
/i PHASEmml
(26�— VARIABLE COLD PLANE FROM 0' TO 0.12'.
A IL
(NOTE: AFTER COLD PLANE, ROUTE AND CRACK SEAL FRUM 9TH STREET "I"'00% SAN' BERINARLD" NO% Rur%Amu
VISIBLE CRACKS 1/4" OR LARGER PRIOR TO OVERLAY) -7
APPROVED BY: DATE:'I'A /
(27)-- FULL DEPTH COLD PLANE 0.12 RCE: 53672
CITY ENGINEER
ADJUST MANHOLE TO GRADE BY MWD.
DEM PLAN PREPARED BY:
PROTECT IN PLACE. MVA CITY OF RAWCHO COUCAMUONGA
DPAWN 10500 CIVIC CENTER DRIVE
MVA 19 OF . 31
CHMM DPAWM NO.
RD2 2271
..............................
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.. ........
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FD* 1" ROUND HEAD BOLT IN CONIC. CURB STAMPED
...........
"SB CO BM 01691" AT SOUTHEAST CORNER OF
Al il E�
At t T-, -_-A1::, _11 I 1�_ , , I I� 1�
7"
"77
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FOOTHILL BLVD. AND HELLMAN AVE., 1 FT. WEST OF
.........
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_J_
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ELEV:1203.623
:,i 7,7
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'ORIZ. SCALE
CALL
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UA
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MASONRY WALL x GARDEN WALL __o CURB
---4v4- I N f� - m- IMRDE* 0 RET.
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rx SCALE
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--- up _T ...... ......
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"OTE"k
0%'MEom"" IMPROVEMENT WN KUIL#I UN NL z:i w 11 :�� b CURVE TABLE
CURVE DELTA LENGTH RADIUS TANGENT COLDMILL & OVERLAY
1 CONSTRUCT 5" A.C. OVER 6" CRUSHED AGGREGATE BASE. A R ROO` IN R A 011 Ulf TE
Q-
L 90*22'03" 27.17
_&2CONSTRUCT 3" A.C. PAVEMENT OVER 4" CRUSHED AGGREGATE BASE. CONIT., 89*3757" 31.29 20.00 19.87 RECONSTRUCTION & OVERLAY
CONSTRUCT 4" THICK PCC SIDEWALK, WIDTH PER PLAN, 31.54-1 20.001 20.13
(21)- 0.12' ARHM OVERLAY. (NOTE: AFTER COLD PLANE, ROUTE 90G21'44
PER CITY STD. DWG. 101 AND 103. AND CRACK SEAL VISIBLE CRACK 1/4" OR LARGER PRIOR TO OVERLAY)
W- CONSTRUCT ACCESS RAMP PER CrTY STD. NO. 102. CRY
N-.� DESCRIPTION OF REVISION DATE
.*%� @_ REPLACE STRIPING, PAVEMENT MARKERS AND MARKINGS
(5)-- CONSTRUCT 8" CURB & GUTTER (A2-8") PER CITY STD. DWG. NO. 104. SEE STRIPING PLAN ON SHEET 29 & 30.
N-.�
ADJUST TO GRADE (MH, VALVES, P.C.C. BOX COVER, SURVEY VARIES 27' TO 32' (PER PLAN)
(611- CONSTRUCT VARIABLE HEIGHT RETAINING CURB. CITY OF RAN""H"O "w"CAMOINGA
MONUMENTS, P.C.C. PAVEMENT AND OTHER APPURTENANCE.) VARIES 25' TO 30' (PER PLAN) 2
(7�-- CONSTRUCT LOCAL DEPRESSION PER CITY STD. DWG. 307. (SEE S.D. PLAN). JOIN EXISTING (SEE JOINT DETAIL ON SHEET 24) 0
16 PLA11 & OP"ROFILE
0 LA_Z:
CONSTRUCT 8" MASONRY GARDEN WALL PER CITY STD. NO. 606. LA_M a CD 66
-3, CASE A. 10 W 0 10 * 0 0
CONSTRUCT CURB RAMP (TYPE 6) PER APWA STD. DWG. NO 111 Lu "nElmot" At"OUE
0 gh Alk Oft
(9 )- CONSTRUCT DRIVE APPROACH PER CITY STD. NO. 101. C1<
M&O
W CL
VARIABLE COLD PLANE FROM Of TO 0.12'. 0- MEU I N_ RMS&MAEM
CONSTRUCT CROSS GUTTER PER STD. NO. 106-A. (NOTE: AFTER COLD PLANE, ROUTE AND CRACK SEAL 3.19% 1.507, EBO
__%.
VISIBLE CRACKS 1/4" OR LARGER PRIOR TO OVERLAY)
(19- REMOVE PORTION OF RETAINING CURB. um v 5 RDIO'"% ROAD
E 0.12 FIR 1 IN lu Nu
�)o 00
RELOCATE POWER POLE (BY SCE). 00 smZA
0
ADJUST MANHOLE TO GRADE BY MWD. 0 0 -000 APPROVED BY: DATE
0
CrTY ENGINEER RCE0- 53672
13 RELOCATE SIGNS.
(29)- PROTECT IN PLACE. 5"-6" PCC PAVEMENT
RELOCATE TRAFFIC SIGNAL PULL BOX. PROP. 8" G&G 6" CAB DMM PLAN PREPARED BY:
.ow-% @I--- INSTALL STREET LIGHT 16000 LUMEN BY (SCE). REMOVE EXIST. REMOVE EXIST. LAVA 4%1
REMOVE EXIST. TREES, SIGNS, A.C. PCC PAVEMENT, GUTTER, RET. WALL & PCC CURB. PROP. PCC SIDEWALK AC. PAVEMENT & RIBBON GUTTER m CITY OF RANL;Ilu CUCAMONGA
10500 CIVIC CENTER DRIVE 41mr
16 REMOVE PORTIONS OF CMP DRAIN PIPE AND DROP INLET. (SEE S.D. PLAN.) PLANT STREET TREES (24 GAL. CRYPE MYRTLE) AND PROP. RETAINING WALL 5"-6" PCC PAVEMENT wmm RANCHO CUCAMONGA, CA 91730
_@_ LITTLE JOHN(WEEPING BOTTLE BRUSH) 0 4' SPACING L__A 1%1 x1r I I r*.1 MVA
17 REMOVE AND REPLACE EXISTING MAIL BOX. INCLUDING IRRIGATION CONNECT TO EXISTING. HELLM A N' A%V Elk N'U E T"'TP I C 'A' L C"'R 0`S S S E T 1 1'4 OF 3 1-
18 RELOCATE TRAFFIC SIGNAL POLES & APPURTENANCES (PER TRAFFIC SIGNAL PLAN). %1 0%r% r%&I% NTS CHECM ORNMW NIX
REMOVE EXISTING CHAINLINK FENCE. FROM STA. 0^1 +84.97 1 v 00+42*0/- RD2 2271
7777
7777
7
r +
BENCHMARK
-----------
77=
--------- FD. 1" ROUND HEAD BOLT IN CONC. CURB STAM
7,_1
------------ ----------
"SB CO BM 01691" AT SOUTHEAST CORNER OF
---------------
---------- -------
FOOTHILL BLVD. AND HELLMAN AVE., 1 FT. WEST OF
---------- --------
T-, ----------
------- ------ END OF CURB RETUR
------------
3.623
ELEV:120
----------
6
----------
. ........ ----
-3
L
---------------- URB-- -------
71 ul---------- E _LY-
------ 3' MIN. HEIGH F
PROP. MASONRY GARDEN WALL
000000 0 cp
6' MAX. PER CITY STD. NO. 606. 1
Z_:A
WLUIABL
------ WARNING
rn
uo
r"V�= 4
-----------
------ Ao
4* PCC PAVEMENT
!7 T= EXIST. PCC D/W
PROTECT IN PLACE
4
RETAINING PROP. S/W
URB
C
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mr-_N E uJ PROP. C/G
0 -----------
r
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---------- H C RA P D r
m
ISH D�"-
--------- T.S.
RLI
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SEC 110NA X` Xf
T.S.
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c
RETAINING
C
CURB
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Z_..... L.I -----------------
0
................ S'LY
----------- tK
N'LY
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R/W
-------------- -------- ---------- 0
............
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0....0
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------- -------
-ECT
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......... ------ 'El ABLE
ol
.............
129 1 181 18" 12 WARNING
------- VARIES CURB 2
-- ---------
HEIGHT
- ---------- ........ ---- -------
DET
K RAMP Al L
1;7,1-
------- ORA
HORIZ. SCALE: =40 0
N.T.S.
20
=0 VEK I S CALE. A +AM A111
19
mm Aft Aft +Aft Alk AM Aft 9%
w+uu I +00 1 uu
I+uu 0 wu
6
MA TCHL INE — SEE SHEE T 20
32i 5
6T*9 6
4 (D
9266 0.5' HEIGHT T
!�_t\V. 81 x RETAINING CURB
ROO
Lo
x Ld m,o
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Lo
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x TC=52.33
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x
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L
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9+47.76ECR
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TC=52.49--FL=51.48,
DETETABLE
N I L
WARN NG
CIL INIT.
2"G T F90.74 RET. CURP
GA 64-
5 4' 18)+00 MAN AVE
8+001 or-, S89*45'20"E HELL
30
10+00.00
T1
EXIST. IMP. PLAN 9 5
CALLE VEJAR
SEE D
WG NO. 2265
�0_ 'W co
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SCALIE: 1"=40" 15
X x MATCH E ST.
H HC; RAMW DETAIL
H H H
H H 9+53.25 _R
H
H
H A H N.T.S.
9 H 1 8.33%
H 1 000000
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x H 0
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H 04 +04 TC=51.29
H 14-H 00 T- FL=50.62 H umn H
H 1--w t H H
x Lo
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9263 9271 mu co U-H H I,6Z6 r�o 6
x
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O)V-
x
0 HELLMAN VENUE
CALL VEJAR
RAMP DUAL.
I A 11 A P%0%L A e%-r-'%U^'r L I N.T.S.
UUNZ)I K Lo 110N Illu'l ES-
'Zo3l"REET WIPROVEMENT & REMOVE PORTIONS OF CMP DRAIN PIPE AND DROP INLET. (SEE S.D. PLAN.)
1 CONSTRUCT 5" A.C. OVER 6 AGGREGATE BASE. 10-1.1
(17)— REMOVE AND REPLACE EXISTING MAIL BOX.
2 CONSTRUCT 3" A.C. PAVEMENT OVER 4" AGGREGATE BASE.
RELOCATE TRAFFIC SIGNAL POLES & APPURTENANCES (PER TRAFFIC SIGNAL PLAN).
CONSTRUCT 4" THICK PCC SIDEWALKs WIDTH PER PLAN, L My
PORTION OF AFFECTED BRICK PAVER _x APPROVEM
PER CITY STD. DWG. 101 AND 103. DESCRIPTION OF REVISION DATE
(4 )– CONSTRUCT ACCESS RAMP PER CITY STD. NO. 102. IN LIKE AND KIND.
AM 9k dk CONSTRUCT 8" CURB & GUTTER (A2-8") PER CITY STD. DWG. NO. 104. @— CTED EXIST. IRRIGATION LINE, CAP END OF PIPE 00 1"ce 20% EL a
8.33 NOW V %if
(5) RESTORE LAWN IN LIKE AND KIND. vr CAM RGA
DETECTABLE
WARNING
CONSTRUCT VARIABLE HEIGHT RETAINING CURB.
OFILE
(29�—PROTECT IN PLACE. PLAN & 91PRIO"
(7 CONSTRUCT LOCAL DEPRESSION PER CITY STD. DWG. 307. (SEE S.D. PLAN). RET. CURB 9k ffi� Lis lmom
(30)— INSTALL RIVER WASHED GRANITE COBLESTONES PER CITY STD. NO. 542. mar.-U." AVEmUL
-8% CONSTRUCT 8" MASONRY GARDEN WALL PER CITY STD. NO. 606. 30 mmv
ROACH PER CITY STD. NO. 101. STREET Namm"ROWMENTS
PHASE=ml
(1011– CONSTRUCT CROSS GuTTER PER STD. NO. 106–A. A
NO R` r%
z311 Z:)AN BERNARDIL AU
@_ REMOVE PORTION OF RETAINING CURB. -40�� RAMP DrEwrl'AAIL APPROVED BY: DATE: 4 /-7
E)13 RELOCATE SIGNS. N.T.So CITY ENGINEER ------ RCE-0 53672
PLAN PREPARED BY:
RELOCATE TRAFFIC SIGNAL PULL BOX. DMW Tv O%F RANCH^ WICAMUONGA
(1 5�— REMOVE EXIST. TREES, SIGNSo A.C. PAVEMENT, GUTTER, RET. WALL & PCC CURB. MVA Cl I I u v L;
10500 CIVIC CENTER DRIVE
DRAWN RANCHO CUCAMONGA, CA 91730
MVA 21 _or 31
CHECKIED DROM NO.
n-74
RD2 22 2-
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HELLMAN AVENUE TYPICAL CROSS e:ITYPICAL. SECTIONt 53672
FROM STA. 61 +84.97 TO 66+42.62NTSFROM STA. 66+42.62 TO 81 +54.32 NT DEMP N PREPARED BY:
CilY OF RANCHO CUCAMONGA
1`0500 CIVIC CENTER DRIVE
DPAWN RANCHO CUCAMONGA, GA 91730 SHM
MVA 24 or 1
1
HELLMAN AVE & 20' ALLEN' INT. HELLMAN AVE CALLE VEJAR
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CROSS SECTIONS
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1148 PHASEmml
1145 _.. .-; 1145 1
FROM---62+14.08 TO 66+50
CITY ENGINEER RCE: 53 72
___,___ PLAN PREPARED Y:
_ ___._ .._____,...____ _ ______________ _._w. 1147
REMAMENIDED
--40 20 20 40 —40 —20 20 40 MVA CITY OF RANCHO CUCAMONGA
10500 CIVIC CENTER DRIVE
DRAWN RANCHO CUCAMONGA, 0A 91730
MVA 25 oF 1
SCALE: 10' RD2 2271
68+ 50
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• DESCRIPTION OF REVISION
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FROM STA 67+00 TO 72+00
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R53672
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20 40 DRAWN �.,
MVA CITY OF RANCHO CUCAMONGA R=
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MVA 26 oF 1
SCALE,- 1 " 1 ' `
227
1
74+ 00 76 + 00 77+ 50
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72+ 50 74+ 50
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$CC, HELLMAN AVENUE
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FROM STA 72+50 TO STA 77+50
N APPROVED
DATE
• O •
C0 (.0 (o ®
--
116
DEM PLAN PREPARED Y: FAMOMMOM
—40 20 0 20 40 —40 —20 CJ 26 46 MVA CITY OF RANCHO CUCAMONGA �a2
0500 CIVIC CENTER DRIVE
NOHO CUC MONGA, CA 91730
w30
MVA _17 OF
1
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SCALE: 1 = 1 1
79 + 50 81 + 50 83+ 00
1183
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79 + 00 82 + 50
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COY
4_1 DESCRIPTION OF REVISION DATE
cy -79%
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1177 ___ __ __
_.____.__n_.___..__._...__ _.___._.._ _._..._____. _..._....____..... 1177 11 2 ___.______._..._._______w _. ___.�__..____.___ _ m..__
CITY OF RANCHO CUCAMONGA
4 ° —1. �
�. __ _._._ __._. ___.____ __ _._ ____.___.._____ ___ _ __ _ 1182 CROSS SECTIONS
HELLMAN AVENUE
STREET IMPROVEMENTS
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117 117 1181
_ PHASE=ml
11 1
_40 20
20 40 FROM STA 78+00 TO 83+00
APPROVED
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�- DOM PLAN PREPARED BY:
4 —20 0 20 40 MVA CITY OF RANCHO CUCAMONGA
10500 OIVIO CENTER DRIVE
DRAWN RANCHO CUCAMONO , OA 01730 sww
MVA 28 cw 1
SCALE: 1 " 1 ' CHEOM DROW
1