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LEGEND
AC ASPHALT ( j
BC BEGINNING OF CURVE -- I
BCR BEGINNING OF CURB RETURN EXI TI G F NI HE
CF CURB FACE A.
EC END OF CURVE -- - - -- -- - S..RU !�N
— M
ECR END OF CURVE RETURN 1
EP EDGE OF PAVEMENT N -
FG FINISH GRADE- - --1- - — - �- m
10)
FL FLOWLINE ELEVATION ( .�-- m - W
F5 FINISHED SURFACE
GB GRADE BREAK -- -_
MH MANHOLE EXI TINGN15H i m
PCC PORTLAND CEMENT CONCRETE
PL PROPERTY LINELJ�-
PP POWER POLE
R/W RIGHT-OF-WAY 103LL N 9°16 v 1 3
TB TOP OF BERM
TC TOP OF CURB N `t 3 O
_ _-
im
VC VERTICAL CURVE m
X.XX PROP05ED ELEVATION — -+
(X.XX) EX15TING ELEVATION ! I - -
N � LL N
�r z
-—I - RO O ED O O — .u1 D w
UR 5' R Uj LU N m _
CURB @ 52' KT '� m
- O i.�0%d
1 03 I J- EXISTING EDGE 1 3
J� 9 J J
-� m - �j M NT O LU
o -
Q �
U
N — 0 ch ch
cc
TION
(!1
I
Ow zN ��
Ln PROFILE
I
m o w HORrZ. 1" = 2a
VET. R 1 - 2
i i I 1 I i
CONSTRUCTION NOTES
IDIN5TALL MIN. G.5" AC OVER 12" MIN. OF 95%
COMPACTED NATIVE PER CITY 5TD. 401 (2 I ,G 10 5F)*'
V COLD PLANE 4 OVERLAY (0. 1' MIN.) PER DETAIL, SHEET I
l:J 5AWCUT EXISTING PAVEMENT
4D REMOVE EXISTING AC PAVEMENT
5@INSTALL RESIDENTIAL DRIVEWAY APPROACH PER CITY STD. 1001
(W=24') t DETAIL'A', 5HEET 2
@INSTALL RESIDENTIAL DRIVEWAY APPROACH PER CITY STD. 1001
(W=12') 4 DETAIL 'B', SHEET 2
7O REMOVE EX15TING AC BERM
® IN5TALL 8• CURB # GUTTER PER CITY 5TD. 1000
0 INSTALL 51DEWALK PER CITY 5TD. 1006
INSTALL 22,000 LUMEN HPSV 200 WATT #120 STREET LIGHT
PER CITY 5TD. 404
I t REMOVE, SALVAGE 4 INSTALL EX15TING WATER METER
BEHIND PROPOSED CURB
0 EXISTING UTILITY POLE TO BE REMOVED 4 LINES
UNDERGROUNDED BY OTHERS
"PRELIMINARY SECTION. FINAL SECTION TO BE DETERMINED BY THE
SOIL ENGINEER AND APPROVED BY THE CITY ENGINEER.
PAVING LEGEND
PROPOSED AC PAVING
COLD PLANE 4 OVERLAY
REMOVAL
Ag
PROPOSED PCC PAVING
SCALE: 1 •=2(7
EXISTING PCC PAVING
0 20 40 60
8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00
O
m
N
O
APN 0234 -OG 1- 17- ( Q I - APN
V 1
APN 0234-051-04
w
% 0 a
— — —
— — — —
2" GA —S--2 —' 7=— "2 v 2" GA5 2" GA5 2" GA5 2" GA5-"' _ _ _ GA5 2" GAS 2" GA
i — ---
1 2' WATER 1 2" WATER 12" WATER \�O , 4" WATER 4" WATER 4" WATER
0 91 4" WATER
3
—
12" WATER 4" WATERCo��l
O
OX 00 0
\ x / C) 6) 1
�ojl \KCj1 �� D� 3� 2
`2� g0 �g�P `�O �`
VALLEY _ � _ _ BOULEVARD (lC _
_ _ ON.
17 5EWER I&" b"WER47 1 fb" 5 WGK — 8" SEUi'EK 8 �EiVER SEU✓ �
9-- N i I �0 12-- 00
14OULEVARD 2 24' 3 (SUR`
— —, - — — — VALLEY_
— (1030) 3
_-.---- m
4" GA5 4" GAS 4" GA5 4" GA5 `\
J,
-- 12" WATER. 12" WATER �, 4 Vj } W r R
O —(1029) �/� �• 8 --tib 8 rdO
WATER URB
EXISTING CURB
4 GUTTER
— — — — — — — — — — — _ �� / / • ' . s- 8' CIG. 5' a
° 7 a _
-- -- -- -- 11�1.5'
APN 0234-171-12 I 9 "' A N 0234-101 17
p i APN
SEE SHEET 4 ° J 0234-191-18 EXISTING
w 3 Ln
c
O Ory �pQ O� ��� J z pO ,C P.L. <D �Q +
"-� `� wN O^ -> .0 0.9 -
0
N p'��
� d d ifl � 16Q l\ v LnzZ
� 0
A � 4 d 1� +~ 00Z O (!i j LU U -j 5
o �5 o d
GB `?oF — �3F N m NOTE:
SEE DEI'I'I. �A� i 3 g\ DETAIL �B� /%� �� S 5 GHT TRISEPAANGLES ATTE LINE Of 51GHT PROPOSED N SET FOR
•_I CY I"-10
DRIVEWAYS.
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Q�o�E5510Nq�
• land .planning �o Fti
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL • civil engineering MELVIN W.
THATCHER, III y
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
landscape architecture N rn oRAwn BY:
phone 909.748.7777 PF
' VOKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO fax 909.746.7776 DAYS 217tw s� p c1vIL �*DESIM /MWT
thatc r enginoering & associates, Inc. �r
_YOU 227- BRING THEM INTO CONFORMANCE WITH CONDITIONS AND 1461 ford str t, suite 105, redlands, ca 92373 OF CA���� 04E0(ED BY
IN owsm KQTREV. IE1AlO11 OEBWAn N DALE ENGR. CITY DATE STANDARDS IN EFFECT. Melvin W. Thatcher, III R.C.E. 39964 Exp. Dec 31, 2013 MWT
12+50
(13?gS
R_UC_TION)FS)
18" SEWS
C
N
12" WhT R
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS
PLAN * PROFILE SHEET SCALE:
ASSESSOR'S PARCEL NUMBER: 1 "=20'
0234-191-04 17, 18, 22 * 23 DATE
LL BO 0+85.00 - 12+50.00 11/19/13
vED Bh
DRAWN No.: 2
CITY ENGINEER R.C.E. 51152
5069
1