HomeMy WebLinkAbout5817-2NO TE.-
CONTRACTOR TO VERIFY ELEVATION &
LOCATION OF EXISTING UTILITIES PRIOR TO
CONSTRUCTION & NOTIFY ENGINEER IF
DIFFERENT THAN PLAN.
10+00 11 +00 12+00
INV
13+00
14+00 15+00
16+00
26' PRIVATE ALLEY
26' PRIVATE ALLEY_
26' PRIVATE ALLEY__________
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-------------EASEMENT---
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26' PRIVATE ALLEY _EASEMENT ___ _�--------__
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1668.39 IN
1669.44 /NV
INV
i3 1671.82 RIM
13' 3 o
1668.50 I C 49
INV
P=1674.7
1669.70
43
P=1674.7
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P=1675.7
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/N V 1 C v 60'
1666.86 /N No
7- 50 o
P=1673.5
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1669.7�
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37 �
1B P=1675. 7 30 J00
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P=1671.9 (,
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10+91.00 20' 20
48
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1 B 42
1 C 1670.10
lNV7.10
1666.90
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1 B P=1672.9
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cfl � on LOT 'G' �' 1666.14 /NV ® 18 SD PER eo 1667.11 /NV ® Lc)
= 1674. 62 R/M
52 24 " SO PER �, - ao
P=1671.2 Co DWG. N0. 581 1 _ _DWG. N0. 5818 _ _ _ _ 1668.11 /NV R z
N � 1
8" SEWER PER -
DWG NO. 5768 I I I` M - - L o o w- w
I WYNDHAM �, N �, LANE
10+00. 00 WYNDHAM LANE= � I I N 12 I N89 2628"E 13 14 - - 0 15
12+17.02 MONTELENA ROAD I I N89 �9 (17 €- o
- - I I la 00' 1 � N89 26'28 "E 204. 98' o o N89 26'28 "E 204. 98'
N8979'07"E 11 , 16Z82 - - 1 - - N
N81 °49 20„E I I 1 18" SD
10+ 00
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8" WA TER 34
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1670.02 INV INV
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INV V
S= 0.0020
1677.72 RIM
O
1672.53 INV
1671.80 1B �
-18" SO 167 .80 1672.80
31 1 C INV 30 1 C INV
P=1676.8 P=1677.2
� INT 29 0
16+45.20 WYNDHAM LANE= P=1677.8
10+00.00 VILLA MARIA WAY N
16+40.20 WYNDHAM LANE=
9+95.00 VILLA MARIA WAY
MH No 4
+ O
S= 0.0020, LT 'H'
9+95. 00 WYNDHAM LAN E= J ' I 1 Q 18 SO PER 93 I� O Q Q 1670, 02 /N I
i N 12+30.25 o f 14+35.22 Q B W
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2 1664.96 /NV 5 8
MH No 1 1A P=1675.1 1668.49 INV INV
5 10+47.00 (I1 I I I I I , 7' 4 P=1673.1 P=1673.1 BW 1C 1669.10 lA 1A 1671.40 1A
P=1671.3 7 f INV 1 C 1 C 1671.80
REMOVE END PLUG AND MONTELENA ROAD � 1668.10 1669.10 1670.10 /N V
JOIN EXIST 8" SEWER * PER CITY DWG NO 5768 P=1671.3 1A 1C 1668.10 7' INV 1C �2 BW 7 /NV IC 1C
PER CITY DWG NO 5768 0 6 INV 9 P=1674.5 i5 18
1666.30 1666.30
1 C o 1 C P=1673.5 P=1673.5 o B W P=1674.5 1 B 21
24
INV o INV "I Lv P=1675.E o P=1675.E
1 C 1668. 50 0 1668.5 0 C I C 1669. 50 00 1669. 500 �v P=1676. 8
0 0 1 C INV o 1 C 1670.60 0
LOT'P INV ii INV ii INV 1C o 1670.601C 23
2 1B 3 7 (`' 11 16 /NV INV P=1677.2
P=1672.1 P=1672.1 P=1674.1 1B 16 P=1675.1 1B P=1675.1
P=1674.1 17 1671.101C 1C 167220
W
SEE STANDARDS 2006
& 2007 ON SEWER
CLEANOUT BOXES
6"
6"MIN
COMPACTED EARTH
APPROVED
Ae' BEN I 4 CALDER COUPLING
WYE OR EQUAL
VCP SEWER LATERAL
VCP
1. --- - --�-
TYPICAL BEDDING (6^
ON COMPACTED NATIVE
NOTE:
1. SEE PLAN FOR STATION AND INVERT SEWER MAIN
ELEVATION.
CONSTRUCTION NOTES:
1. RESIDENTIAL SEWER SHALL BE 4" MINIMUM. ABS OR APPROVED EQUAL.
2. ALL APARTMENT, COMMERCIAL SEWER CONNECTIONS SHALL BE 6" V.C.P. SEWER LATERAL WITH ABS
RISER.
3, BACKFILL SHOULD BE UNIFORMLY GRADED AND FREE OF ROCKS, STONES, ETC. GREATER THAN TWO (2)
INCHES IN DIAMETER.
4. CONCRETE BOX SHALL BE INSTALLED WHENEVER LATERAL RISER WILL BE IN A CONCRETE AREA, is,
DRIVEWAY. SEE STANDARD 2006.
5. PLASTIC BOX SHALL BE INSTALLED WHENEVER LATERAL RISER WILL BE IN LANDSCAPE AREA. SEE
STANDARD 2007.
6. JIM CAP BAND AND SEAL CAP. NO SCREW CAPS.
7. AFTER SEWER CONNECTION IS MADE VIDEO INSPECTION WILL BE REQUIRED FOR SUBMITTAL AND
APPROVAL. VIDEO FOOTAGE SHALL PROVIDE CLEAR VIEW OF INSIDE DIAMETER OF PIPE, WITH THE
ABILITY TO IDENTIFY CRACKS, OFFSETS, SAGS, 0 ERFECTIONS.
B. BACKFILL WITH STD NOT TO SCALE
QQ&OfESBlp OVED CITY OF FONTANA
`4��'�aX,DD SANDpy
No. 51152 TY ENGINEER DATE No. LATERAL
RICARDO SANDOVAL CLEANOUT
* CIVIL \P * REVIEWED BY J.W.
�rfOF CALF REVISION NUMBER: 2 MPLANNO. 2005 SNT 10F 1
PUBLIC CON5TRUCTION NOTES
PROFILE SCALE
HORZ.• 1" = 40'
VERT.• 1 " = 4'
O CONSTRUCT 8" EXTRA STRENGTH VCP SEWER MAIN
1A CONSTRUCT 8" EXTRA STRENGTH VCP SEWER LA TERAL PER Cl TY STD. DWG. NO. 2005 HERON
O CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 2001
4O CONSTRUCT SEWER CLEANOUT PER CITY STD. DWG. NO. 2005 HEREON
5O REMOVE PLUG & JOIN 8" SEWER
PRIVATE CON5TR UCTION NO TES
1B CONSTRUCT 6" VCP SEWER PIPE (29 MIN.)
1C CONSTRUCT 4" VCP SEWER LATERAL WITH PLUG (2, MIN.)
O3 CONSTRUCT SEWER CLEANOUT PER CITY STD. DWG. NO. 2004 ON SHEET 1
3A CONSTRUCT SEWER CLEANOUT PER CITY STD. DWG. NO. 2005 HEREON
BW BACKWA TER VALVES
26
P=1676.4 Q
7' 1671.401C o
INV J PR/VATS SEWER NOTE5:
1671.801C ; ; 1. VCP IS NOT TO BE INSTALLED UNDER OR THROUGH
IN
N V A STRUCTURAL FOUNDATION.
0 27
0 1B P=1676.8 2. ALL PRI VA TE SEWER WORK SHALL BE IN
28 ACCORDANCE WITH THE LATEST CPC 2016 EDITION
P=1677.2
1672 20
0
1C ��67.10 1667.101C 1C 1669.10 1669.10 1C INV0.10 1670.10 P=1676.1 /NV P=2676.1 /NV INV 1C SCALE. 1"=40'
INV 1C 1C
1674.02 RIM INV 3 1675.02 RIM INV 1C 1671. '0 1676.02 RlM 3 13' 13' �k NOTE.• o
3 1666.83 INV 13 13 3 1668.83 INV 13 13 13' 13' LOT 'E' INV 1670.83 /NVO 26' PR/VA TE ALLEY 1677.12 R/MO CONTRACTOR TO VERIFY ELEVATION & 0 40 80 120 160 N
EASEMENT 1671.93 /NV LOCATION TION OF EXISTING UTILITIES TIES PRIOR TO ict
13' 13' CONSTRUCTION & NOTIFY ENGINEER IF
26' PRI VA TE ALLEY 26' PRI VA TE ALLEY 26' PRI VA TE ALLEY 26' PRI VA TE ALLEY
EASEMENT EASEMENT EASEMENT EASEMENT DIFFERENT THAN PLAN.
p � PREPARED FOR.• BASIS Of BEARING ENGINEERING 357 N. SHERIDAN STREET CITY OF FONTANA, CALIFORNIA
SHOULD CONSTRUCTION OF REQUIRED SUITE 117 pFEssip
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE EAST LINE OF THE SE o LAND PLANNING CORONA, CALIFORNIA 92880 O PR Nq�
IMPROVEMENTS NOT COMMENCE � H• Fq N
WITHIN TWO YEARS OF THE DATE Of 114 OF SECTION 19, ALSO BEING THE CENTERLINE OF SIERRA AVENUE, TEL. (951) 279-1800 `����� <ly `��ON-5/TE SEWER IMPROVEMENT PLAN
APPROVAL SHOWN HEREON AND LENNAR HOMES PER PARCEL MAP NO. 19434, P.M.B. 242197-98. SURVEY/NG FAX (951) 279-4380 ti z
g g m TRACT NO.202I4-5 SCALE.•
DESIGNED BY. AS NOTED
DIAL TWO WORKING CARRIED FORTH IN A DILIGENT MANNER,
980 MONTECITO DRIVE, SUITE 302 BEING: N0033'32"W En ineerin ,Inc. w E p� 12/33/19 � JS
THE CITY ENGINEER MAY REQUIRE CORONA, CA 92879 BENCH MARK: SUMMIT AT RO5ENA
BEFORE ����� DAYS BEFORE 951 817-3545 y sqT ��P DRAWN BY WYNDHAM LANE & VILLA MARIA WAY DATAUGUST 2019 c
REVISIONS TO THE PLANS TO BRING ( ) \ � \ T CIVIL �
YOU DIG YOU DIG THEM INTO CONFORMANCE WITH FAX (951) 817-3650 CAL TRANS BENCHMARK #8-17 `~ FOF CA0- BM
BRASS DISK LOCATED IN S. TO LEG LOCATED 343' N 0 I-210, 0.2 08119119
TOLL FREE DIAL 811 STANDARDS IN EFFECT. CHECKED BY. APPROVED Br
���'C� 9/5/19 DRAWING N0:
A PUBLIC SERVICE BY MILES WEST OF SAN SEVAINE ROAD. AM/R H. FALLAHI , RCE 55534 DA TE `� DATE 2
EL TION=1428.609 AF
CI TY ENGINEER RCE 51152 5817 2
UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION ENGR. DATE CITY DATE
0