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PROP. EDGE OF PAVEMENT
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f I I i f r j I VERT 1 4
16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 PLAN 1"= 40'
VARIES
2" AC CAP
.............I
.............
CLEAN SAND
8" AC BERM
AC BERM WITH SAND BASE DETAIL
NOT TO SCALE
i fN
RACE 648.2 � ' - I � I 2,
TR. 16518 20 I
4FT I I I TR. BNDRY 21 21 ,
Ln 21 L
�7, " ?1117 CD w 20 w
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BASIN PER PER I� CO 1 3 Ln 5 LOT + � 100 °q `� "r' �
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w TR. 16482 n N U +n N I U B N m �o , W
WALL PER Ln o CN o � �I oNo z~ I N zz o o EX. S RUCTURE ��
TR. 16482 CB PER TR 16482 coo oo � 00 o cn O `n ma 000 cv z TOB REMOVE 22+63.47 ZI
o + Ln + z + o 10 LANDSCAPE ECR
�- T c+o J EX. DWY r- r) o °° �o� a+o ,`nom a EASEMENT m / 13 -- jl I
m PROP. R/W r
��-PROP. R/W PER - EX. R/W m WYL � o QI
TRACT 16482 f� + f t to rl)
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_ 47.55 w
CURB & GUTTER _ 1349.58 g ;r, 3 23 Cs 23 3 1348.39TC 6 F(
PER TR. 16482 EX. R/W TC -JOIN o REMAIN;50.50 lAPOF SIGHS 9 1347.72FL PROP. S. 7 I \-
5 M 50.13 TC 07 TC SEE CROSS M. LIRE 23+20.40 MILLER AVE.=
(49.63 FL (49.49)FL SECTIONS 1
C L UKEP 17� EX. EP 19 ON SHEET 6 20 21 N89'46'38"E 16 22 UX. EP 16 MAPL--4>10 ,CL. INT. (1347.47)
_
SCALE IN FEET
2
40 80 120 160 �---------------------------- FL
1350.19 ST. IMPS 1350.49 FS 2' Q
EX. EP FS -JOIN EX. EP BY OTHERS C&G BY OTHERS
- - - - - - - - - - --
LEX. R/W a 1348.7 FL Ux. R/W EX. EP
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- - - - � � o - - - - 1347.7 FS � °�4. t
5 1 18+26.56 MILLER AVE.- a rn
(MIN) MIN)0+00.00 FRESSIA WAY.= N oM
NOTE: ELEVS. BY OTHERS w o'EX. $T. LT.
GRIND 0.10' MIN. w I w z
EXISTING PAVEMENT AND SAWCUT AN ARE 0.53 LOWER
REMOVE !
OVERLAY 0.10' MIN. EXISTING PAVEMENT
e 4a < -
d
-d
EXISTING PAVEMENT
NEW PAVEMENT
JOIN A.C. DETAIL "A"
NOT TO SCALE
REV. REVISION DESCRIPTION
Q �
C=
DIAL TWO WORKING
BEF❑RE DAYS BEFORE
LEGEND NOTE:
GRIND AND OVERLAY MILLER AVENUE ALL EXISTING DWYS. TO BE PROTECTED. IF DAMAGED,
STREET AC PAVING CONTRACTOR SHALL REPLACE DWY TO THE CITY INSPECTOR'S
CONSTRUCTION NOTES
1O CONSTRUCT 6" AC PAVEMENT (MIN.) OVER 12" OF 95% COMPACTED
NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32)
O3 CONSTRUCT 8" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003
6O CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1006.
O CONSTRUCT P.C.C. CROSS GUTTER W=10' PER CITY STD. PLAN NO. 105
O9 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015
11 ADJUST MANHOLE TO GRADE PER CITY STD. 109
12 ADJUST VALVE TO GRADE PER CITY STD. 130
13 INSTALL STREET NAME SIGN PER CITY STD. NO. 139
16 REMOVE EXISTING A.C. PAVEMENT
17 CONST. DRIVEWAY PER CITY STD. PLAN NO. 1005, W PER PLAN
19 REMOVE EXISTING CURB AND GUTTER
20 INSTALL STREET LIGHT 9,500 LUMEN PER STREET LIGHT PLAN
21 POWER POLE TO BE UNDERGROUND BY OTHERS
22 GRIND AND OVERLAY PER DETAIL "A" HEREON
23 CONSTRUCT AC BERM TRANSITION PER DETAIL HEREON
CURVE
LINE TABLE
CURVE DELTA
RADIUS LENGTH TANGENT
Cl 90'00' 13"
35.00 54.98 35.00
ST/ ISFACTION. r to
DATE ENGR. CITY DATE BASIS OF BEARINGS sK
THE CENTERLINE OF MILLER AVENUE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
BEING N89'46'38"E PER M.B. 193/1-2
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL pQ� 3ESUSN9lE
ten' c°y
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, IIV �'v
BENCH MARK: # 255 a No. 65195
LOCATED AT THE INTERSECTION OF THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO *�
YOU DIG YOU DIG RECORD vmt4lN b 10 404(/Of ALDER AVENUE AND MILLER AVENUE s Exp: 9-30-09 Q
DATE 9/67 ELEV 1358.51 PK NAIL BRING THEM INTO CONFORMANCE WITH CONDITIONS AND �qT CIV1\-
TOLL FREE 1-800-227-2600 3 REDESIGNED MILLER AVE FOR ULTIMATE CONDITION 1//;/,p 'FM 01"61 WEST END SW CURB RETURN ��FCALZE�
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 1 REDESIGNED MILLER AVE FOR INTERIM & ULTIMATE CONDITIONS 2/26/07 �'t'l �* 68 ELEVATION: 135x51 STANDARDS IN EFFECT.
i
n(WoKlv -9R)kWIN (A
CITY OF FONTANA, CALIFORNIA
&
ENGINEERING, INC.
TGQDEVELOPMENT
PLANNING AND CIVIL ENGINEERING
STREET IMPROVEMENT PLAN
3400 INLAND BLVD., SUITE
150 ONTARIO, CA 91764
DRAWN BY.- MJG
PLAN AND PROFILE
SCALEASSHOWN
(909) 581-7212 PHONE
(909) 581-7217 FAX
DESIGNED BY:
MJG
TE-
DA NOV 2007
MILLER AVE IMPS
O ? -/f - e0 If -CHECKED
BY:
MJG
APPROVED BY: tf
t
DRAWING NO.:
4041
2
6
MANUEL DE JESUS GONZALES, RCE 65195 (EXP. 9-30-09) DATE
CITY ENGINE R.C.E. 51152 DATE
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