HomeMy WebLinkAbout5813-3NOTE•
CONTRACTOR TO VERIFY ELEVATION &
LOCATION OF EXISTING UTILITIES PRIOR TO
CONSTRUCTION & NOTIFY ENGINEER IF
DIFFERENT THAN PLAN.
10+00
11 +00
12+00
13+00
14+00
PROFILE SCALE
HORZ.• 1 " = 40'
VERT 1 " = 4'
STAGS LEP LANE PUBLIC CONSTRUCTION NOTES
SEE SHEET NO 2 PETRUS LANE
SEE SHEET NO 4 O1 CONSTRUCT 8" EXTRA STRENGTH VCP SEWER MAIN
30'
60' 30' 30' 60' 30' lA CONSTRUCT 8" EXTRA STRENGTH VCP SEWER LATERAL PER C/TY STD. DWG. NO. 2005
20' 20' 20' 20' 2O CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 2001
CONSTRUCT SEWER CLEANOUT PER CITY STD. DWG. NO. 2005
9+95.00 ST EMILION WA Y= 8" WA TERlNTI I I 13+37.50 ST EMILION WA Y= B 5O REMOVE PLUG & JOIN 8" SEWER
17+51.24 STAGS LEAP LANE m � �1
MH No 3 z � INT 86 15+87.98 PETRUS LANE
24" SD 10+00.00 ST. EMILION WAY=
IZ--=17+56.24 STAGS LEAP LANE46 47 _ 13+32.50 8 WATER
P=1690.8 P=18 P=1690. 7 2 21 I I '
„ 1682.26 SWR TOP 1685.34 SWR TOP - MH No 4 - a, I PRIVATE CONSTRUCTION NOTES
GB GB P 1698.3
B W B W I� LOT - 1683.2E SD BO T - - 1686.34 SD BO T z 1687.20 SWR TOP GB P=1698.
685.30 j 1688.20 SO BOT j692.80 I I 1B CONSTRUCT 6" VCP SEWER PIPE
" SD i / INV 1C I I 1C CONSTRUCT 4" VCP SEWER LATERAL WITH PLUG
1C a
INV
18 SD N 1 NO 23'I3" W 337.50' 18 P 169
-- - o - O3 CONSTRUCT SEWER TERMINAL CLEANOUT PER CITY STD. DWG. NO. 2004 N
1C 685.80 =_= 11- ---- __ _-`° __ =12=N02313 W -_ 13 --- - 1693.301C
INV 1B
- o o INV
S=0.0200 �' w-"' w w I� 1B
3 690.60 RIM - - S= 0.0200 1698.30 RIM 3
1684.64 INV - - - _ _ _ _ 1692.10 INV '
4 689.23 RIM t rn _
o I 8 WA TER Q 1695.75 RIM O o
N 1683.20 INV o - o 1691.08 RIM Q 3
686.00 0 0 39 0 1685.28 /NV ® I I °j 0 1694.59 RIM � J 1690.49 INV o I, 22
1 C o 40 `• B W o I cn o L v, 0 4 �
IN V = 1. 0 o I =1692. 2 + N W + N 1688. 92 /N V O �i � I o P=1698. 5
o� 0 34 I P=1694. 8 cV o ci- I 693. 50 1B ii
o � 0 1B `O o + I 1C
5 1686. 00 1C o 1 C /�87.20 1 A -1692. B W 1C /689. 80 lA v, P=16 4. 8 B � `O 27 /NV 1693. 50 1 C I Z
P=1 13' 13' INV lA I I 1A I 13' 13' INV
O
PRI V T 1 B 13' 13' 168 . 0 1 C I I 13' 13' I I P=1698. 5 cn
EAS ME T 44 I I PRI VA 1 I I PRI VA NT 1B 1689.80 1 C I ERSE ENIVgE �LEY 44 z
1686.601C I I E SE ENT 44, I E SE E 44' IN I 1694.001C PRIVATE SEWER NOTES:
686.60 INV II 687.70 1691.30 694.00 /NV
1 C INV I I 1 C IN v 1687.701 C 11 INV 1691.30 1 C 1 G IN v 1. VCP IS NOT TO BE INSTALLED UNDER OR THROUGH z
INV I INV A STRUCTURAL FOUNDATION.
1691.40 RIM 3
1685.60 INVL I I 1692.50 RIM 3 I 1696.1 D RlM 3 I I 3 698.80 RIM
j
38 1686. 70 /N V 1690. JO /N V I 1693. 00 /N V37 2. ALL PRIVATE SEWER WORK SHALL BE IN
1.6 =1692• P 1692.7 36 35 T32 I� I ACCORDANCE WITH THE LATEST CPC 2016 EDITION
P=1691 6 P-1691.E I I - 2 7 =1692 7 I - 3 0
BW gW I BW - I P=1696. I 25 24 23 I o
-1696. 3 P=1696. 3 I I P=1699. 0
_ _------- -`--- BW I I I I - P=1699.0 P=1699.0 I SCALE.' 1"40'
�- -- - - - ______ _ NOTE: o
�- �T I I CONTRACTOR TO VERIFY ELEVATION &
SAINT EMILION WAY N
LOCATION OF EXISTING UTILITIES PRIOR TO 0 40 80 120 160
CONSTRUCTION & NOTIFY ENGINEER IF
DIFFERENT THAN PLAN.
p � PREPARED fOR: B,qf/f pf BEARING ENGINEERING 357 N SHERIDAN STREET CITY OF FONTANA, CALIFORNIA
SHOULD CONSTRUCTION OF REQUIRED RpFESSip
SUITE 117
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE EAST LINE OF THE SE o LAND PLANNING CORONA, CALIFORNIA 92880 O e�q�
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-SITE SEWER IMPROVEMENT PLAN
It APPROVAL SHOWN HEREON AND LENNAR HOMES PER PARCEL MAP NO. 19434, P.M.B. 242197--98. SURVEY/NC FAX (951) 279-4380 ti z
TRACT NO. ZOZ/4-4 SCALE:
Inc./ DESIGNED BY. AS NOTED 3
980 MONTECITO DRIVE, SUITE 302 BEING.- N0033'32"W Engineering, nc. w E p� 12/33/19 � JS
DIAL TWO WORKING CARRIED FORTH IN A DILIGENT MANNER, CORONA, CA 92879
THE CITY ENGINEER MAY REQUIRE BENCH MARK: SUMMIT AT ROSENA
BEFORE cq
����� DAYS BEFORE REVISIONS TO THE PLANS TO BRING (951) 817-3545 . sT civic- ��P DRAWN BY.• DATE.
YOU DIG YOU DIG THEM INTO CONFORMANCE WITH FAX (951) 817-3650 CAL TRANS BENCHMARK 18-17 111 4 08�08�2019 9TFOF CAL�F�� BM SAINT EMILION WAY AUGUST 2019
TOLL F R E E DIAL 811 STANDARDS IN EFFECT. BRASS DISK LOCATED /N S.C.E. TOWER LEG LOCATED 343 N/0 /-210, 0. 2 CHECKED B Y- APPROVED Y. DRAWING NO:
A PUBLIC SERVICE BY MILES WEST OF SAN SEVA/NE ROAD. AMIR H. FALLAHI , RCE 55534 DATE vc�%�'C9'4►' TE 8/22/19 3
UNDERGROUND SERVICE ALERT ELEVAT/ON=1428.609 AF CITY ENGINEER RCE 51152 5813 4
REV. REVISION DESCRIPTION ENGR. DATE CITY DATE
0