HomeMy WebLinkAbout3366-3a
N
0
0
CL
16+00 17+0 18+00 19+00 20+00 21+00 22+00
ROSEBAY PLACE
SEE SHEET 7 MANDRAKE COURT BEECH AVENUE
46' SEE S= 4 SEE STET 8
23' 23' S'
�B 5' I .. 18 18 15' 3B PUE i I 11
33 1 25
5' 2 I I SUNF�LO E LANE 1 1 N
------ _---
U U \ I
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PROPOSED L.U.A. M I (o I ^ L.U.A. L.U.A. � 4 i o 'CD
\\ /� 10+55.52 BCR I I
RIW + I I z o I I + LO.S. PROPOSED + I o 1348.64 TC
50 (0 ^ I z I 35 RAW 34 z=
6 10+45.00 BCR 10+45.00 ECR 6 i 0+4500 BCR
•-� �, 1343.98 TC 1344.08 TC 1348.17 TC E ( 10+40.74 EC
L.O.S.
LA A LO.S. q C I 1348.15 TL.U.A. 100'
— — — — 50' 50'
U, - ' PROPOSED 40'
a N o 12 '� C°� ^� 12 F 12
N — 2 7 17 N ��; N �, — 4 1� ZD
N90'00'00"E + — 2 RAW L.O.S.
th"' — 1 yQ
rw, 1S
(.� Lr, N 12 12 B D 5 1
[r N 8 19+80.00 CL BLACKTHORN DRIVE=
�--`J � / 00.00 CL MANDRAKE COURT N
t— --- ----- ------ -- —
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IMITED a "–'—
V w SE AREA 8 > 1 PROPOSED — 6 I PROPOSED
Q o U RIW U RIW
`n zrC a LO its
00 10 11 12 0 13 1 M15 W 16 m M 17 II
as �
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+� BEECH AVENUE
o CTO I E
SEE SHEET 8
PROPOSED
RIW
4
GRAP19C SCALE
40 8
( IN FEET )
I INCH = 40 FT.
CONSTRUCTION NOTES
(D— INSTALL 5800 LUMEN HPSV STREET LIGHT (70 WATT; 17) ON 25 FT.
MARBELITE POLE OR APPROVED EQUAL. PER CITY STD. DWG # 1016
CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" OF 95% COMPACTED NATIVE
(SEE GENERAL NOTES 31 AND 32)
i0 (±�— CONSTRUCT CONCRETE CROSS GUTTER PER CITY STD. DWG. NO. 104
(MODIFIED 8' WIDTH)
(5)—CONSTRUCT PCC DRIVE APPROACH PER CITY STD. DWG. 102, WIDTH 16'
O6 — CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015
7 CONSTRUCT STANDARD CURB ACCESS RAMP PER CITY STD. DWG. NO. 1006
8 ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD 109
TRACT NO. 16403 CURVE/LINE DATA TABLE
O
BEARING
RADIUS
LENGTH
TANGENT
A
90'00'00"
25.00'
39.27'
25.00'
B
1018'42"
105.00'
18.90'
9.47'
C
110'3724"
60.00'
115.84'
86.69'
D
N79'41'18"W
–
40.98'
–
E
N 10' 18'42"W
–
15.03'
–
F
90'00'00" 1
45.00'
1 70.69'
145.00'
m
�m
GRAP19C SCALE
40 8
( IN FEET )
I INCH = 40 FT.
CONSTRUCTION NOTES
(D— INSTALL 5800 LUMEN HPSV STREET LIGHT (70 WATT; 17) ON 25 FT.
MARBELITE POLE OR APPROVED EQUAL. PER CITY STD. DWG # 1016
CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" OF 95% COMPACTED NATIVE
(SEE GENERAL NOTES 31 AND 32)
i0 (±�— CONSTRUCT CONCRETE CROSS GUTTER PER CITY STD. DWG. NO. 104
(MODIFIED 8' WIDTH)
(5)—CONSTRUCT PCC DRIVE APPROACH PER CITY STD. DWG. 102, WIDTH 16'
O6 — CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015
7 CONSTRUCT STANDARD CURB ACCESS RAMP PER CITY STD. DWG. NO. 1006
8 ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD 109
TRACT NO. 16403 CURVE/LINE DATA TABLE
O
BEARING
RADIUS
LENGTH
TANGENT
A
90'00'00"
25.00'
39.27'
25.00'
B
1018'42"
105.00'
18.90'
9.47'
C
110'3724"
60.00'
115.84'
86.69'
D
N79'41'18"W
–
40.98'
–
E
N 10' 18'42"W
–
15.03'
–
F
90'00'00" 1
45.00'
1 70.69'
145.00'
11 INSTALL STREET SIGN PER CITY STD. DWG. NO. 139
12 CONSTRUCT 8" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 1003
q',,V07,L--:71�j'R��1/ Y,,5 S/�j�V �W,09 /7' vAl ! j4'5z7
.�i �t�T POST
Fz, These Record Documents have been prepared
y��� y� based on information provided by others. The
No. Fp -Design Professional has not verified the accuracy
9�s, end/or completeness of this information and shall
NOTE: �A 190t be responsible for any errors or omissions
DRIVEWAY LOCATIONS SHOWN HEREON ARE
v Co�Li chay be incorporated herein as a result
APROXIMATE. FINAL DRIVEWAY LOCATIONS G�CALIF�p`�\P
AND DIMENSIONS SHOULD BE TAKEN FROM
THE APPROVED PRECISE GRADING PLAN
FOR THIS TRACT. 4D
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE BENCH Prepared By: pF ESS / CITY Oi"®TA,A, CALIFORNIA
p SHOULD CONSTRUCTION OF REQU ED a` Q� o
RO NOT CO d CE Wrrr� PREPARED FOR: ALLARD ENGINEERING �,O �� S. Hq
F STREET IMPROVEMENT PLA S
TWO YEARS OF TM DATE OF APPROVAL YOUNG HOMES BENCHMARK NO. 361. Civil Engineering - Land Surveying - Land Planning �`" OP F� Z�
o DRAWN BY: SCALE:
SHOWN HE ON AND FORTH EVA 10370 Trademark Street 8253 Sierra Avenue m AE T CT ®. 164® 1 "=40'
RAILROAD SPIKE IN NORTH FACE OF POWER POLE01 No. 43976 m
DILIGENT 1�IA111t"��ER, THE Cft'Y EN 1tiAY Fontana, California 92335 w M
DIAL TWO WORKING Rancho Cucamonga, Ca. 91730 NO. 1536697E AT THE SOUTHWEST CORNER OF 30 05 Exp. 6 DESIGNED BY:DRIVE, DATE:
BEFORE DAYS BEFORE RE REVISIMS TO THE TO (909) 477-6715 BASEUNE AVENUE AND SULTANA AVENUE. (909) 356-1815 Fax (909) 356-1795 * Ex / / * AE LACKT lei JUNE, 2003
YOU DIG YOU DIG ERVVIIG THM jI�'i TO CONFORMANCE WITH Fax (909) 477-672.5 � 7-- 14 ' 43 �9 j C I V I \. ��P CHECKED Bfu RPRO BY: DRAWING NO.: 31
TOLL FREE David S. Hammer, A.C.E. 43976 Date F OF CAL \ F DSH
A PUBLIC SERVICE BY UNDERGROUND O�ER ICE ALERT 7 CONDITIONS AND STAND IN EFFECT ELEVATION: 1365.Q (expires 6/30/2005)
1 RECORD DRQ) fZAI z as ' Z CITY ENGINE R.C.E. 51152 1 =6 IQ
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