HomeMy WebLinkAboutESLPC-2021-0001 STREET LIGHT IMPROVEMENTS PLAN NO 21-334-21-336 S TREE T L/CH T IMPR 0 VEMEN T PL A NS MNE STREET
MISSION TRAIL AND CORYDON STREET
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VICINITY MAP
N.T.S.
STREET LIGHTING GENERAL NOTES.•
1. NOTE TO CONTRACTORS: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES SHEET INDEX.'
OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE LGMO ,ST
RECORDS.APPROVAL OF THESE PLANS BY THE CITY OF LAKE ELSINORE DOES NOT CONSTITUTE SHEET 2 p
A REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF THE LOCATION, NOR THE Sheet Number Description
EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN 1. STREET LIGHTING PLAN
r��� ���������� ���������������� TRACTNO. 37977
THE LIMITS OF THE PROJECT.THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY I -- MISSION TRAIL AND CORYDON STREET
__
MEASURES FOR THE PROTECTION OF ALL UTILITIES, PIPES OR STRUCTURES, WHETHER SHOWN — -—�- --—_ -- _-_-________--—--—--—-___�-�—- TITLE SHEET
ON THESE PLANS OR NOT.ANY UTILITY(IES) DAMAGED DURING THE PERFORMANCE OF THE _ � _ -- —__--_ --
WORK SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE GOVERNING AGENCY BY -= 2. STREET LIGHTING PLAN
THE CONTRACTOR, AT HIS EXPENSE. —�- — = TRACT NO. 37977
MISSION CIRCUIT pw TRAM CORYDON STREET
2. ALL WORK SHALL CONFORM TO THE MOST CURRENT REQUIREMENT OF CITY OF LAKE -----
ELSINORE'S CURRENT IMPROVEMENT STANDARDS AND SPECIFICATION AND AS INDICATED IN THIS
MANUAL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR WITH THESE STANDARDS AND —"'--__ __ _ -s>=- 3. STREET LIGHTING PLAN
CODES AT ALL TIMES.
\�\� �' A , CT NO. 37977
MISS ION TRAIL AND CORYDON STREET
MISSION IRA �� 0 CIRCUIT DIAGRAM
3• THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS INSPECTOR, FORTY-EIGHT(48) PROCT D/4V �P
HOURS PRIOR TO BEGINNING ANY WORK. CALL FOR INSPECTION AT(951) 674-3124, 004
° \�� \ ��� ♦♦
EXTENSION 247, BETWEEN THE HOURS OF 9:00 AM AND 4:00 PM, MONDAY THROUGH ♦ \q ��
THURSDAY. ♦ \ \ .9
♦♦ •
4. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CALIRANS TRAFFIC INDEX MAP • \ \\ � � DEVELOPER.
MANUAL AND WATCH MANUAL AT ALL TIMES DURING CONSTRUCTION,AS APPROVED BY THE CITY ♦ \, 4 \
ENGINEER OR HIS REPRESENTATIVE. FAILURE TO DO SO SHALL REQUIRE IMMEDIATE WORK SCALE: 1"=80' ♦♦ �. "\� \R \ RED LLC
STOPPAGE. ♦♦ MURRIETA, CA 92 25425 JEFFEFFERS AVE., SUITE 101
\` \ 562
5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
(405) 650-5238 TO HAVE A DEPENDABLE REPRESENTATIVE AT ♦ \ CONTACT: BRANDON HUMANN
THE JOB SITE,AT ALL TIMES DURING CONSTRUCTION. ♦♦
6• IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE NECESSARY ♦�
RELOCATION OF ANY UTILITIES. CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES INVOLVED,
AT LEAST FORTY-EIGHT(48) HOURS PRIOR TO BEGINNING WORK.THE CONTRACTOR SHALL
ALSO CONTACT UNDERGROUND SERVICE ALERT(U.S.A.)AT 1-800-422-4133, AT LEAST
FORTY-EIGHT(48) HOURS PRIOR TO BEGINNING WORK.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA CONSTRUCTION NOTES TOTAL
AND RELOCATION AND COST OF ALL EXISTING UTILITIES. QUANTITY
8. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK DONE WITHIN OO INSTALL
SINGLE
THE MASTARM STREEr
FOLLOWING POLE: LIGHT PER CITY OF LAKE ELSINORE STANDARD PLANS 508 & STREET LIGHTING LEGEND: ABBREVIA TIONI
PUBLIC RIGHTS-OF-WAY. BEFORE ISSUANCE OF SAID PERMIT,THE CONTRACTOR/DEVELOPER SYMBOL DESCRIPTION IX. EXISTING
MUST PROVIDE THE CITY ENGINEER WITH CERTIFICATE OF INSURANCE AND REQUIRED BONDING CONCRETE AMERON 1C128 OCTAGONAL POLE (ANCHOR BASE) WITH 8'AMERON CONTEMPORARY PROP. PROPOSED
FOR PUBLIC IMPROVEMENTS.THE ENCROACHMENT PERMIT MUST BE PRESENT AT THE JOB SITE ARM. *--A NEW CITY STANDARD LED STREET LIGHT PIED. PEDESTAL
DURING THE TOTAL TIME OF THE PROJECT CONSTRUCTION ALONG WITH AN APPROVED SEr OF AND THE FOLLOWING FIXTURE ASSEMBLY: 2 Each S.L. STREET LIGHT
IMPROVEMENT PLANS. GE LUMINAIRE MODEL NO. ERL1-0-09-C3-30-A-GRAY-L, 30' MOUNTING HEIGHT. EXISTING STREET UGHT. R/W RIGHT-OF-WAY
9. IF AN ENCROACHMENT PERMIT IS REQUIRED THROUGH THE DISTRICT NO. 8 OFFICE OF CONCRETE STREET LIGHT FOUNDATION SHALL BE IN ACCORDANCE WITH CITY OF LAKE ELSINORE _ Q EXISTING LUMINAIRE MOUNTED ON EXISTING C/G CURB AND GUTTER
CALTRANS, PLEASE MAKE REFERENCE TO THIS FACT IN THE"GENERAL NOTES'SECTION OF THE STANDARD PLAN 509. INSTALL STANDARD BASE PLATE AND CONCRETE FOUNDATION PER �\X� TRAFFIC SIGNAL STANDARD. S/W SIDEWALK
IMPROVEMENT PLANS. MANUFACTURER SPECS. D/W DRIVEWAY
$ EXISTING POWER POLE
10. THE SERVICE POINT ARE SUBJECT TO REVISION BY FINAL SCE PLANS, IT SHALL BE THE O INSTALL NEW NO 3 1/2 PULL BOX PER CITY OF LAKE ELSINORE STANDARD PLAN 510. 4 Each NEW PULLBOX.
DEVELOPER'S RESPONSIBILITY TO PROVIDE THE PROPER SERVICE TO THE STREET LIGHTS SHOWN
ON THIS PLAN. O INSTALL NEW MYERS SERVICE CABINET PER CITY OF LAKE ELSINORE STANDARD PLAN 511. 1 Each NEW 2"CONDUIT.
ZEL O
11. THE DEVELOPER SHALL BE RESPONSIBLE FOR PROVIDING CONDUIT AND CONDUCTORS FROM THE CIRCUIT NUMBER INSTALL NEW 2" (OR SIZE AS INDICATED) PVC SCH 80 WITH 2 #8 AND 1 #8 GROUND 600 � 2 CONDUIT SIZE
STREET UGHTS TO APPROVED SERVICE POINT FURNISHED BY SCE. CONDUCTORS.
12. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY FOR AN O INSTALL NEW#3 1/2 PULL BOX AND 2" PVC SCH 80 CONDUIT WITH 1 #10 PULL WIRE TO THE NEW SERVICE PEDESTAL.
ENCROACHMENT PERMIT FOR WORK PERFORMED WITHIN CITY RIGHT-OF-WAY. PROPERTY LINE FOR FUTURE CONNECTION. 120 LF
STREET UGHr N0.
- SCE SERVICE PLANNER ERNIE MAYAGOITIA, WORK ORDER NUMBER TD#1888684 O INSTALL NEW 3"SCHED 80 PVC CONDUIT(52" MIN. DEPTH) PER SCE REQUIREMENTS TO PER PLAN
- ENERGY CHARGER PAID BY CITY OF LAKE ELSINORE. EXISTING SERVICE FEED POINT HANDHOLE. SEE SERVICE PLAN FOR LOCATION OF SERVICE POINT.
O INSTALL NEW NO 5 PULL BOX PER CITY OF LAKE ELSINORE STANDARD PLAN 510. 1 Each
SERVICE ADDRESS: 33541 MISSION TRAIL
•
•
V BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS MAP IS BASED UPON THE
Know what's below. CENTERUNE OF CORYDON STREET,AS SHOWN ON A RECORD OF
Call before you dig. ERSC 10/08/2021 VR. SURVEY,ON FILE IN BOOK 73,PAGE 44,OF RECORDS OF SURVEY ESLPC-2021-0001
BEING SHOWN AS NORTH 36'35'00"EAST.
MARK REVISIONS APPR. DATE
THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE TJW ENGINEERING,INC. SEAL BENCHMARK:
APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND DRAWN BY: JS 04/05/21 COUNTY OF RIVERSIDE BENCHMARK: E-10-70" CITY OF LAKE ELSINORE SHEET
STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE Traffic Engineering& o ppoFE55ipNq
Transportation Planning Consultants lQ¢ Fc DESIGNED BY: JS 04/05/21 LOCATION:37.0 FEET NORTHWEST OF THE T INTERSECTION OF
98411rvine Center Dr.,Suite 200,Irvine,CA 92618 5 �y CHECKED BY: TJW 09/17/21 LAKEVIEW TERRACE AND OLIVE STREET,33.0 NORTHEAST OF THE STREET LIGHT IMPROVEMENT PLANS
t:(949)878-3509 f:(949)878-3593 m CENTER OF LAKE VILE TERRACE, FEET NORTHWEST OF POWER TRACT N 0. 3 7 9 7 7 OF
10-12-2021 www.tjwengineering.com No.fi9as7 a RECOMMENDED BY: POLE#11730, 1.0 FEET SOUTHEAST6T OF A MARKER POST,A BRASS SHEETS
* Exp.00122 ♦ SCALE: 1"=40' DISK
I 10-0 SEr IN THE TOP OF A CONCRETE POST AND MARKED MISSION TRAIL and FILE No.
R MON HABIB,RCE NO.83156 DATE er g/VI\, x
CITY ENGINEER 9� 6. . qrE of CA`I-
CITY OF LAKE ELSINORE THOMAS JOSEPH WHEAT R.C.E.No.69467 Up.6/JO/22 DATE: 09/17/21 ELEV. 1330.771 FEET(1929 DATUM)PLUS 2.64 FEET ADJUSTMENT CORYDON STREET 21-334
PLOTTED BY:John Stallworth DATE:Sep.17,2021 09:01:06 AM FILE:C:\Users\john\Dropbox(TJW Engineering Inc.)\TJW Projects(2)\RDP Projects\RDP-21-001\RDP21001 Mission Trail SL C.dwg
L
2
29' 4.
co 3,
Z� EX.;E/P EX. E/P
EX. S/W EX. C/G
EX.C/G MISSION TRAIL EX. S/W EX.AC BERM
EX C/G EX,S/ FUTURE STREET LIGHT EX E/P
X
-EX. R/1— -—-—-—-—-—-—-—-—-—-—-—
— CITY OF 13-M 1190-- 10 0914W
—17 400 16400 WILDOMAIR ITY OF
LAKE ELSINORE-
X. R/W---
--PROP. R I
-EX. R/1— 4 EX. E/P
EX.AC BER PROP.AC BER 5 +PROP, DIW EX.C/O
PROPERTY LINE :2 2 1 2 EX. S/W
t* EX.AC BERM
PROP. DIW 2 1 4 2 '�+
PROP.S
PROP.C/G
4 Do
S TREE T LIGHTING GENERAL N 0 TFS.-
1. SEE SHEET 1 FOR STREET LIGHTING GENERAL NOTES.
2
4 24
5
2
PROP.AC BERM
CONSTRUCTION NOTES TOTAL STREET LIGHTING LEGEND. EX.AC BER
QUANTITY SYMBOL DESCRIPTION
0 INSTALL SINGLE MAST ARM STREET LIGHT PER CITY OF LAKE ELSINORE STANDARD PLANS 508 &
T
509 USING THE FOLLOWING POLE: *--A NEW CITY STANDARD LED STREET LIGHT
CONCRETE AMERON 1C128 OCTAGONAL POLE (ANCHOR BASE) WITH El AMERON CONTEMPORARY
ARM. EXISTING STREET LIGHT.
AND THE FOLLOWING FIXTURE ASSEMBLY. 2 Each EXISTING LUMINAJRE MOUNTED ON EXISTING
GE UUMINAIRE MODEL NO. ERL1-0-09-C3-30-A-GRAY-L, 30' MOUNTING HEIGHT. TRAFFIC SIGNAL STANDARD. EX. C/G
CONCRETE STREET LIGHT FOUNDATION SHALL BE IN ACCORDANCE WITH CITY OF LAKE ELSINORE H& EXISTING POWER POLE EX.S/W
STANDARD PLAN 509. INSTALL STANDARD BASE PLATE AND CONCRETE FOUNDATION PER
MANUFACTURER SPECS. NEW PULLBOX.
O INSTALL NEW NO 3 1/2 PULL BOX PER CITY OF LAKE ELSINORE STANDARD PLAN 510. 4 Each NEW 2"CONDUIT.CIRCUIT NUMBER
O INSTALL NEW MYERS SERVICE CABINET PER CITY OF LAKE ELSINORE STANDARD PLAN 511. 1 Each e CONDUIT SIZE
OINSTALL NEW 2-(OR SIZE AS INDICATED) PVC SCH 80 WITH 2 #8 AND 1 #8 GROUND 600 LF NEW SERVICE PEDESTAL.
CONDUCTORS.
F-11 STREET LIGHT NO.
O INSTALL NEW#3 1/2 PULL BOX AND 2- PVC SCH 80 CONDUIT WITH 1 #10 PULL WIRE TO THE 120 LIF I
PROPERTY LINE FOR FUTURE CONNECTION.
O INSTALL NEW 3-SCHEID 80 PVC CONDUIT(52" MIN. DEPTH) PER SCE REQUIREMENTS TO PER PLAN
moo EXISTING SERVICE FEED POINT HANDHOLE. SEE SERVICE PLAN FOR LOCATION OF SERVICE POINT. 114
O INSTALL NEW NO 5 PULL BOX PER CITY OF LAKE ELSINORE STANDARD PLAN 510. 1 Each
• SERVICE ADDRESS: 33541 MISSION TRAIL BASIS OF BEARINGS: SCALE: 1" 40'
THE BASIS OF BEARINGS FOR THIS MAP IS BASED UPON THE 6iIIiI
Know what's below. CENTERLINE OF CORYDON STREET,AS SHOWN ON A RECORD OF 20 0 20 40 60
ERSC 10/08/2021 R. SURVEY,ON FILE IN BOOK 73,PAGE 44,OF RECORDS OF SURVEY
Call before you dig. BEING SHOWN AS NORTH 36*35'00"EAST. ESLPC-2021-0001
MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE TJW ENGINEERING,INC. SEAL BENCHMARK:
APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND DRAWN BY: is 04/05/21 COUNTY OF RIVERSIDE BENCHMARK: CITY OF LAKE ELSINORE SHEET 2
STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE Traffic Engineering&
Transportation Planning Consultants DESIGNED BY: is 04/05/21
DSE%/, LOCATION:37.0 FEET NORTHWEST OF THE'r INTERSECTION OF
9841 Irvine Center Dr.,Suite 200,Irvine,CA 92618
t:(949)878-3509 f:(949)878-3593 CHECKED BY: TJW 09/17/21 LAKEVIEW TERRACE AND OLIVE STREET,33.0 NORTHEAST OF THE STREET LIGHT IMPROVEMENT PLANS 3
— CENTER OF LAKE MEW TERRACE,4.0 FEET NORTHWEST OF POWER OF-
0-12-2021 wwwAjwengineering.com No.69467 RECOMMENDED BY: POLE#11730, 1.0 FEET SOUTHEAST OF A MARKER POST,A BRASS TRACT NO. 37977 SHEETS
Exp.6130122 ♦ DISK SET IN THE TOP OF A CONCRETE POST AND MARKED
4MON HABIB,RCE NO.83156 DATE SCALE: V=40' E_10-70. MISSION TRAIL and FILE
C7 EN qltqlvzl
CTYO=R OF 00' DATE: 09/17/21 ELEV. 1330.771 FEET(1929 DATUM)PLUS 2.64 FEET ADJUSTMENT CORYDON STREET
F ELSINORE THOMAS JOSEPH WHEAT R.C.E.No.69467 &p.6/30/22 1 1 21-335
PLOTTED BY:John Stallworth DATE:Sep.17,2021 09:00:53 AM FILE:C:\Users\john\Dropbox(TJW Engineering Inc.)\TJW Projects(2)\RDP Projects\RDP-21-001\RDP21001 Mission Trail SL C.dwg
VOLTAGE DROP CALCULATION: 2xLxAxR/1000
PE
VOLTAGE DROP TABLE CIRCUIT 2,4)
MOUNTING FREESTANDING VOLLTADES GE OI22440#1 LOCATION MISSION TRAIL B LEMON STREET
L = LENGTH OF WIRE TVPE:PEDESTAL PHASEA BUS RAITING:125A
HD O FEEDER H La LL,-� ENCLOSURE:NEMA3-R WIRES:3 MAIN:100A/2P
R = RESISTANCE (0.809 OHMS/1000 FEET) — NEC HANDBOOK CHAPTER 9 TABLE 8 SCCR:42kAIC
0 25
mom To �� 3� UiF WIRE SIZE WIRE TYPE >o�� og A = CURRENT (AMPERAGE) (0.34A PER FIXTURE) CIRCUIT DESCRIPTION LTG BKR AA 6B AA 06 BKR LTG DESCRIPTION CIRCUIT
Q (N) 2- FIXTURE 2 PULL BOX 5' 45' 0.34 #8(16,51OCM) STRND. COPPER XHHW-2 0.03V 0.01 VOLTAGE DROP PERCENTAGE= (VOLTAGE DROP IN VOLTS / 240 VOLTS) X 100
1 SERVICE DISCONNECT 100A 164 20A 2 STREET LIGHTING 2
Q (N) 2" PULL BOX PULL BOX 165' 170' 0.34 #8(16,51 OCM) STRND. COPPER XHHW-2 0.09V 0.04 3 164 4
Q (N) 2" PULL BOX PULL BOX 44' 49' 0.34 #8(16,51 OCM) STRND. COPPER XHHW-2 0.03V 0.01 FIXTURE: GE LUMINAIRE MODEL NO. ERL1-0-09—C3-30—A—GRAY—L 5 SPACE SPACE 6
7 SPACE SPACE 8
Q (N) 2" PULL BOX PULL BOX 51' 56' 0.34 #8(16,51 OCM) STRND. COPPER XHHW-2 0.03V 0.01 WATTS: 84W LED 9 SPACE SPACE 10
AS (N) 2" FIXTURE 1 PULLBOX 5' 45' 0.34 #8(16,510CM) STRND. COPPER XHHW-2 0.03V 0.01 LUMENS: 10,000 „ SPACE SPACE 2
(N) 2' PULL BOX PULL BOX 229' 234' 0.68 #8(16,51OCM) STRND. COPPER XHHW-2 0.39V 0.16
VOLTAGE: 240 SUBTOTALS 0 0 164 164
6 2 SUBTOTALS
7 (N) 2-2" PULL BOX PEDESTAL#1 5' 1 10' 0.68 #8(16,51 OCM) STRND. COPPER XHHW-2 0.01V 0.01 WIRING: #8 COPPER TOTAL PANEL WATTS:328
TOTAL VOLTAGE DROP: 0.64V 0.26 PHASE: AC SINGLE PHASE TOTAL PANEL AMPS:1.37
NOTES:
STREET LIGHTING LEGEND: NOTE: THESE PLANS SHALL FOLLOW THE 2020 CALIFORNIA ELECTRICAL CODE.
SYMBOL DESCRIPTION CIRCUIT r'2'w7'
�W NEW CITY STANDARD LED STREET LIGHT 1,/�PEDESTAL"A"
#OF NEW LIGHTS:2
O-� EXISTING STREET LIGHT. STREET:MISSION TRAIL,
CORYDON STREET
EXISTING LUMINAIRE MOUNTED ON EXISTING o 24OV, 1—PHASE
TRAFFIC SIGNAL STANDARD. %VD:0.25
$ EXISTING POWER POLE
NEW PULLBOX. I e
NEW 2"CONDUIT. I III
CIRCUIT LETTER
';Z7 CONDUIT SIZE III
in NEW SERVICE PEDESTAL
�1 STREET LIGHT NO. A
5a00 I I _1 13.00 12 0
--- — — -'-- �r 2�2 ----'------T---'—� f — ---- --
c - — 45' 8 44'\2"C—— �—
-- 3 49' #8
-- -- - --�j. - TSERVICE
229' 2"C6 234' 3#851 2"C3 1/2 PULL BOX PEDESTAL 56 3#8 4
W/ STUB-OUTVICE POINT> SEE SCE SERVICE PLAN
165' 2"C
170' 3#8 2
5' 2"C R
45 3#8 1 zz
2 \
3 1/2 PULL BOX
W/ STUB-OUT
•
•
V BASIS OF BEARINGS: SCALE: 1" = 40'
THE BASIS OF BEARINGS FOR THIS MAP IS BASED UPON THE
Know what's below. CENTERLINE OF CORYDON STREET,AS SHOWN ON A RECORD OF
Call before you dig. ERSC 10/08/2021 P�.P SURVEY,ON FILE IN BOOK 73,PAGE 44,OF RECORDS OF SURVEY ESLPC-2021-0001 20 0 20 40 60
BEING SHOWN AS NORTH 36'35'00"EAST.
THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE TJW ENGINEERING,INC. SEAL BENCHMARK:
MARK REVISIONS APPR. DATE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND DRAWN BY: JS 04/05/21 COUNTY OF RIVERSIDE BENCHMARK: E-10-70" CITY OF LAKE ELSINORE SHEET
STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE Traffic Engineering& o ppoFE55ipNq
Transportation Planning Consultants lQ¢ DOS Fc DESIGNED BY: JS 04/05/21 LOCATION:37.0 FEET NORTHWEST OF THE T INTERSECTION OF
98411rvine Center Dr.,Suite 200,Irvine,CA 92618 5 �y CHECKED BY: TJW 09/17/21 LAKEVIEW TERRACE AND OLIVE STREET,33.0 NORTHEAST OF THE STREET LIGHT IMPROVEMENT PLANS
t:(949)878-3509 f:(949)878-3593 m 3
CENTER OF LAKE VIEW TERRACE,ST FEET NORTHWEST OF POWER TRACT N 0. 3 7 9 7 7 OF
10-12-2021 www.tjwengineering.com No.69467 a RECOMMENDED BY: POLE R OF L, E FEET SOUTHEAST OF A MARKER POST,A BRASS SHEETS
* Exp.6I30122 * DISK SET IN THE TOP OF A CONCRETE POST AND MARKED
R MON HABIB,RCE NO.83156 DATE e C/VIA Q SALE: V=40' E-10-70. CIRCUIT DIAGRAM FILE No.
CITY ENGINEER 9(JC.� ttzq/Zoy
THOMAS JOSEPH WHEAT rgTE OQ�
CITY OF LAKE ELSINORE R.C.E.No.69467 Exp 6/30/22
OF CALIF DATE: 09/17/21 ELEV. 1330.771 FEET(1929 DATUM)PLUS 2.64 FEET ADJUSTMENT 21-336
.
PLOTTED BY:John Stallworth DATE:Sep.17,2021 09:00:36 AM FILE:C:\Users\john\Dropbox(TJW Engineering Inc.)\TJW Projects(2)\RDP Projects\RDP-21-001\RDP21001 Mission Trail SL C.dwg