E-EBFF-4E44-84F2-9ADAAC194EFB
CONSTRUCTION NOTES
1380— -1400
STA 12+65.2 "EL: 1363:
3) REMOVE AND PROPERLY DISPOSE OF EXISTING 48" MH.
CRID PAVE PER SPECFICATONS
COG 6CT TRENCH PAVEMENT REPAIR PER CITY OF LAKE ELSINORE STD • 1390
16" DIA STI CASING -
SEE SHEET 4
CHANNEL MH BASE FOR-
~ 1365 00 INV
BOT EL: 1357,5t 1368.24 SMOOTH TRANSITION
53 20 00° STA 10+19.2
1500) - 257 LF OF B'A PVC SEWER. 1380
PROPOSED 8" PVC
DEPTH 20.28+/.
BASELINE GEOTECHNICAL lATCHLINE @ S
ROCK PROFILE
< 1353.89 INV
11353.79
408 LF OF 8"6 PVC SEWER, S=0.0154
1350- 550.0233 -1370
1368.31 INK
FXIST 8" PVC
11AOI
1346.64 +
- 1365.10 INV
-EX 8" • VCP SEWER CONNECTION MH NO. 1 STA 10+00
SCALE: NTS
340→ + 1360
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00
WEST - 36'- EAST
. 1341.47 INV
1341.27 INV E CAMINO DEL NORTE
7.5 i 12.5
1334 29 INV
1330
1334-09 INV
-EX 4" GAS (SCG)
-EX 8" ACP W (REC DWG 454B)
-8™ SDR-35 PVC SEWER 2O 8 GP ACP (REC NG 4348) EX OH (SCE, FRONTER) C90O DR25 PVC SEWEROO
CAMINO DEL NORTE TYPICAL CROSS SECTION
SCALE: NTS
MATCHLINE @ STA 18+00 - SEE SHEET 4 SEWER ALIGNMENT DATA
LINE LENGTH BEARING PIPE
43.11' S62'58'42"E' 8" SDR-35 PVC
(1) STA: 13+00.00-
cL 60" -EX TELE (FRONTIER)
MH NO
256.89' S46'40'11"E" 8" SDR-35 PVC
00. 3" E: 1368.231 SE 8* 1E 1374,79 (SE)
IE 1346.78 (SE 408.26' | 546'40'11"E' 8" C900 DR25 PV
CAUTION!
|298.89' | S55'04'28'E'" 8" C900 DR25 PVC
OVERHEAD ELE
" 1353 88
" IE. 1753.79 (N
COORDINATE TABLE
CAMINO DEL NORTE LEX ELEC (SCE) NO STATION NORTHING EASTING I DESCRIPTION 10700.00 2191754.3267 6235433.2779 60" MH NO. 1
Service Alert VERIFY SCAI ES BASIS OF BEARINGS 10+43.12 2191734.7406 | 6235471.6817 | 60" MH NO. 2
DINATE PLAN
AR IS ONE INCH O CE STATIONS
RIGINAL DRAWIN 60" MH NO. 3
811 14 17+08.31 2191278.3090 6235955.5206 60" MH NO. 4
F NOT ONE INCH ON
REVISIONS PLANS PREPARED BY: CITY OF LAKE ELSINORE SHEET NO.
CAMINO DEL NORTE SEWER EXTENSION 3
EXP. 0373172024 ARDURRA PLAN & PROFILE
OF 4 CHTS
STA 10+00 TO STA 18+00 -ILE NO.
03/04/2024
DRAWN BY: CR