HomeMy WebLinkAboutService Requirements Letter 2024-00411-DD (EVMWD No. 4) (2)951-674-3146 | 31315 Chaney Street, Lake Elsinore, CA 92530 | www.evmwd.com
BOARD OF DIRECTORS Darcy M. Burke, Treasurer
Chance Edmondson, President Andy Morris, Director
Harvey R. Ryan, Vice President
GENERAL MANAGER
LEGAL COUNSEL
DISTRICT SECRETARY
Vacant, Director
Greg Thomas
Best, Best & Krieger
Christy Gonzalez
August 20, 2024
Attn: Joey Mendoza
City of Lake Elsinore
130 South Main Street
Lake Elsinore, CA 92530
SUBJECT: PLANNING APPLICATION (PA) NO. 2020-103
BAKER STREET WAREHOUSE – CITY OF LAKE ELSIONRE
EVMWD APPLICATION # 2024-00411-DD
Elsinore Valley Municipal Water District (District) received the subject planning application. The
project consists of two new warehouse buildings totaling 1,000,451 SF on 6581 acres located at APN
378-020-14, 012, 015, 016, 028, 029, 030, 031, 036, 037, 039, 048, southeasterly of the intersection of
Pierce Street and Baker Street. The site plan for this project is attached as Exhibit A and the existing
water and sewer map is attached as Exhibit B.
This project attended a Due Diligence Meeting with the District on June 12, 2023, and a Service
Requirements Letter was issued. That letter is still current and is attached as Exhibit C.
If you have any questions, please contact the Engineering Department at (951) 674-3146 Ext. 6705,
engservices@evmwd.net.
Respectfully,
Julianna Zaleski
Senior Civil Engineer – Development Services
SHEET:
SHEET TITLE
RGA, OFFICE OF ARCHITECTURAL DESIGN
COPYRIGHT
CHK'D BY:
DRAWN BY:
CAD FILE NAME:
OWNER PROJECT NO:
RGA PROJECT NO:
MARK DESCRIPTIONDATE
SD
CONSULTANT
PROFESSIONAL SEALS
SD
SD
RGARGA
Office of Architectural Design
210 Progress ,Suite 220
Innovation Park
Irvine, CA 92618
T 949-341-0920
FX 949-341-0922
OVERALL SITE PLAN
CS
CS
00000.00
A1-1P
BAKER / PIERCE
STREET
DEVELOPMENT
0000 BAKER STREET
CITY OF LAKE ELSINORE, CA
23041-00-A1-1P
23041.00
2330 MARINSHIP WAY
SUITE 120
SAUSALITO, CA 94965
ATTN: GLEN WILLIAMS
PH: 415-465-4423
OWNER:
APPLICANT:
RIVERSIDE LEGACY IV NICHOLS ROAD, LLC
2330 MARINSHIP WAY, SUITE 120
SAUSALITO, CA 94965
TEL: 415-465-4423
CONTACT: GLEN WILLIAMS
glen@ecosystempartners.com
RIVERSIDE LEGACY IV
NICHOLS ROAD, LLC
RIVERSIDE LEGACY IV NICHOLS ROAD, LLC
2330 MARINSHIP WAY, SUITE 120
SAUSALITO, CA 94965
TEL: 415-465-4423
CONTACT: GLEN WILLIAMS
glen@ecosystempartners.com
PP
PP
PP
PP
PP
PP
PP
PP PP PP PP PP PP PP PP PP PP PP PPPPPPPPPP
EVCS
EVCS
EVCSEVCSEVCSPP# 4765407E
STA. 14+77.84
PP# 4765406E
STA. 17+16.14
PP# 4765405E
STA. 19+54.91
PP# 4765403E
STA. 21+39.05
PP# 4765402E
STA. 23+54.09
PP# 4765401E
STA. 25+68.34
PP# 4765400E
STA. 27+57.63
PP# 4765399E
STA. 29+40.24
PP# 4765398E
STA. 31+22.11
PP# 4765397E
STA. 33+03.74
PP# 4765396E
STA. 34+76.75
PP# 4765395E
STA. 36+69.73
PP# 4765394E
STA. 38+50.82
PP# 4765393E
STA. 40+30.87
PP# 4765392E
STA. 42+31.94
PP# 4765625E
PP# 47106907E
PP# 46328905E
PP# 4106909E R-1 MEDUIM DENSITY RESIDENTIAL VACANTOVERALL SITE PLAN
SCALE: 1" = 125'-0"
1,913'-0"484'-0"370'-0"94'-0"60'-0"
30'30'98'-7 1/2"629'-0"64'-0"996'-11 3/4"24'-4"460'-0"150'-0"185'-0"400'-0"181'-5"310'-0"185'-0"
ASSESSOR'S NUMBERS:
APN: 378-020-014, 015, 016, 028, 029, 030, 031,
036, 037, 048
KEYNOTES:00
1. PROPOSED PAINTED CONCRETE TILT-UP INDUSTRIAL BUILDING.
2. TYPICAL PARKING STALL - 9' X 18'.
3. EVCS PARKING STALL PER CODE - 9' X 18'.
4. CONCRETE TRUCK YARD PER CIVIL.
5. FULLY IRRIGATED LANDSCAPE AREA BOUNDED BY 6" CONCRETE CURB - SEE CONCEPT
LANDSCAPE PLAN.
6. PRIMARY BUILDING ENTRANCE W/ DECORATIVE CONCRETE ENTRY WALK.
7. 8'-0" HIGH TRASH AND RECYCLABLE BINS. SEE SHEET A2-1 FOR ELEVATION AND SECTIONS.
8. 8'-0" HIGH BLACK TUBE STEEL FENCE.
9. PROPERTY LINES.
10. PROPOSED ELECTRICAL TRANSFORMER LOCATION. ALL UTILITY STRUCTURES SHALL BE
SCREENED BY LANDSCAPE, SEE LANDSCAPE PLAN.
11. 11' X 53' TRUCK TRAILER PARKING STALLS.
12. ACCESSIBLE PARKING STALLS 9' X 18'-0" MIN.
13. DASHED LINE INDICATES : NEW 5'-0" WIDE SURFACE WALK ACCESSIBLE PATH OF TRAVEL
FROM PUBLIC SIDEWALK & PARKING STALLS TO PRIMARY BUILDING ENTRANCE
14. TYP. 8' HIGH PAINTED CONCRETE SCREEN WALL ELEVATION W/ ACCENT REVEALS AND
PAINTED ACCENTS TO MATCH BUILDING ARCHITECTURE.
15. NEW CURB AND GUTTER PER CITY STANDARD.
BUILDING 2
SINGLE TENANT
WAREHOUSE BUILDING
FOOTPRINT: 778,423 SF
MEZZANINE: 10,000 SF
G.F.A.: 788,423 SF
OCCUPANCY: B/S-1
CONSTRUCTION TYPE: III-B
NUMBER OF STORIES: 1
MAX. HEIGHT: 50 FT.
110 DOCK DOORS
BUILDING 1
SINGLE TENANT
WAREHOUSE BUILDING
FOOTPRINT: 207,028 SF
MEZZANINE: 5,000 SF
G.F.A.: 212,028 SF
OCCUPANCY: B/S-1
CONSTRUCTION TYPE: III-B
NUMBER OF STORIES: 1
MAX. HEIGHT: 50 FT. 23 DOCK DOORSPOTENTIAL
OFFICE
AREA
POTENTIAL
OFFICE
AREA
POTENTIAL
OFFICE
AREA
POTENTIAL
OFFICE
AREA 68'-0"34'34'11146 TRAILER POSITIONS
B A K E R S T R E E T
P I E R C E S T R E E TN I C H O L S R O A DS C E E A S E M E N T330'-0"GATEGATEGATE
GATE
1
1 GATE4
11
4
PROPERTY LINE 679.75'PROPERTY LINE 3,179.06'PROPERTY LINE 708.50'PROPERTY LINE 270.04'
PROPERT
Y
L
I
N
E
2
7
0
.
0
4
'PROPERTY LINE 344.86'PROPERTY LINE
110.00'PROPERTY LINE 204.82'PROPERTY LINE 1,013.12'PROPERTY LINE 244.37'PROPERTY LINE 2,276.13'
PL 34.27'
136 TRAILER POSITIONS
4
11
31 TRAILER POSITIONSPLANNING APPLICATION NO. 2020-103
EXISTING ZONING: M-1/M-2
PROPOSED ZONING: M-2
GENERAL PLAN: LIMITED INDUSTRIAL
PERMITTED LAND USE: WAREHOUSE, OFFICE AS PERMITTED
APPLICATION TYPE
NEW INDUSTRIAL WAREHOUSE BUILDING WITH AUTO AND
TRAILER PARKING AREAS.
PROJECT DESCRIPTION
RIERSIDE LEGACY IV NICHOLS ROAD, LLC
2330 MARINSHIP WAY, SUITE 120
SAUSALITO, CA 94965
TEL: 415-465-4423
CONTACT: GLEN WILLIAMS
glen@ecosystempartners.com
LAND OWNER
APPLICANT
RGA, OFFICE OF ARCHITECTURAL DESIGN, INC.
15231 ALTON PARKWAY, SUITE 100
IRVINE, CA 92618
CONTACT: CHRIS SAVAGE
PLAN PREPARER
UTILITIES & SERVICES
SEE CIVIL DRAWINGS
RIERSIDE LEGACY IV NICHOLS ROAD, LLC
2330 MARINSHIP WAY, SUITE 120
SAUSALITO, CA 94965
TEL: 415-465-4423
CONTACT: GLEN WILLIAMS
glen@ecosystempartners.com
LEGAL DESCRIPTION GENERAL NOTES
1. THE PROPOSED PROJECT SHALL COMPLY WITH THE PROVISIONS OF THE CITY OF LAKE
ELSINORE PLANNING PLAN
2. A LANDSCAPING PLAN SHALL BE SUBMITTED TO THE PLANNING DEPARTMENT FOR
APPROVAL PRIOR TO ISSUANCE OF BUILDING PERMITS AND SHALL BE IMPLEMENTED PRIOR
TO OCCUPANCY.
3. THE PROJECT DOES NOT PROPOSE ANY TENANT SIGNAGE AT THIS TIME.
4. THERE ARE NO PROTECTED PLANTS ON SITE.
5. ALL ROOF DRAINS AT STREET FRONTAGES SHALL BE IN THE INTERIOR OF THE BUILDING
ENVELOPE.
6. ALL LANDSCAPE SHALL BE BOUND BY A 6" HIGH CONCRETE CURB.
7. A LIGHT PLAN SHALL BE SUBMITTED SHOWING CONFORMANCE WITH MINIMUM
FOOTCANDLE LEVELS AND MARCH AIR BASE STANDARDS. FIXTURES SHALL BE SHIELDED
LED.
GATE
11
78 TRAILER POSITIONS08/04/23 SCHEMATIC DESIGN
KWC ENGINEERS
1880 COMPTON AVENUE, SUITE 100
CORONA, CA 92881
CONTACT: BRANDON BARNETT
CIVIL ENGINEER
SHEET INDEX
A1-1 OVERALL SITE PLAN
A1-2 BUILDING 1 SITE PLAN
A1-3 BUILDING 2 SITE PLAN
A1-3.1 BUILDING 2 ENLARGED SITE PLAN
A1-4 FENCE AND WALL PLAN
A1-5 SITE SECTIONS
A1-6 GOOD NEIGHBOR POLICY EXHIBIT
1A2-1 BUILDING 1 FLOOR PLAN
1A2-2 BUILDING 1 ROOF PLAN
1A3-1 BUILDING 1 ELEVATIONS
2A2-1 BUILDING 2 FLOOR PLAN
2A2-2 BUILDING 2 ROOF PLAN
2A3-1 BUILDING 2 ELEVATIONS
1 TITLE SHEET
2 CROSS SECTION AND DETAILS SHEET
3-5 CONCEPTUAL GRADING PLAN SHEETS
1 TENTATIVE PARCEL MAP
L1.1 PRELIM LANDSCAPE PLAN ENLARGEMENT
L1.2 PRELIM LANDSCAPE PLAN ENLARGEMENT
L2.0 PLANT IMAGERY
VICINITY MAP
S
U
B
J
E
C
T
P
R
O
P
E
R
T
Y
Real property in the City of Lake Elsinore, County of Riverside, State of California, described as
follows:
PARCEL A: (APN: 378-020-014)
PARCEL 1:
ALL THAT PORTION OF LOT 1, IN BLOCK "A" OF ELSINORE, AND OF LOW ROLLING HILLS
ADJOINING SAID LOTS ON THE SOUTHWEST, IN THE CITY OF LAKE ELSINORE, COUNTY OF
RIVERSIDE, STATE OF CALIFORNIA, AS SHOWN BY MAP ON FILE IN BOOK 8 PAGE 377 OF
MAPS, RECORDS OF SAN DIEGO COUNTY, CALIFORNIA, MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
BEGINNING AT THE MOST WESTERLY CORNER OF THAT CERTAIN TRACT OF LAND CONVEYED
BY CHARLES HUDSON AND DESSIE HUDSON, HUSBAND AND WIFE, TO GREAT COASTAL OIL
CORPORATION, A CORPORATION AND RECORDED ON THE 8TH DAY OF MAY 1936, IN BOOK
275 AT PAGE 344 OF OFFICIAL RECORDS, RIVERSIDE COUNTY, CALIFORNIA; THENCE SOUTH
FORTY-SIX DEGREES FIFTY MINUTES EAST (SOUTH 46° 50' EAST) A DISTANCE OF 236 FEET;
THENCE NORTH FORTY-THREE DEGREES TEN MINUTES EAST (NORTH 43° 10' EAST) A
DISTANCE OF 300 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH FORTY-THREE
DEGREES TEN MINUTES EAST (NORTH 43° 10' EAST) A DISTANCE OF 30 FEET; THENCE
NORTH FORTY-SIX DEGREES FIFTY MINUTES WEST (NORTH 46° 50' WEST) A DISTANCE OF 80
FEET; THENCE SOUTH FORTY-THREE DEGREES TEN MINUTES WEST (SOUTH 43° 10' WEST) A
DISTANCE OF 30 FEET; THENCE SOUTH FORTY-SIX DEGREES FIFTY MINUTES EAST (SOUTH
46° 50' EAST) A DISTANCE OF 80 FEET TO THE TRUE POINT OF BEGINNING.
EXCEPTING THEREFROM MINERALS, OIL AND GAS AS RESERVED BY DEED RECORDED MAY 8,
1936 IN BOOK 275 PAGE 344 .
PARCEL 2: (APN: 378-020-015 AND 378-020-016)
THE NORTHWEST HALF OF THE SOUTHWEST HALF OF THE FOLLOWING DESCRIBED
PROPERTY: ALL THAT PORTION OF LOTS 1, 2 AND 3, IN BLOCK "A" OF ELSINORE, AND OF
LOW ROLLING HILLS ADJOINING SAID LOTS ON THE SOUTHWEST, IN THE CITY OF LAKE
ELSINORE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, AS SHOWN BY MAP ON FILE IN
BOOK 8 PAGE 377 OF MAPS, RECORDS OF SAN DIEGO COUNTY, CALIFORNIA, PARTICULARLY
DESCRIBED AS FOLLOWS: COMMENCING AT THE MOST NORTHERLY CORNER OF LOT 50 OF
COUNTRY CLUB HEIGHTS UNIT "B", AS SHOWN BY MAP ON FILE IN BOOK 17, PAGES 25 AND
26 OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA; THENCE NORTH 43° 24' EAST
ALONG THE SOUTHERLY EXTENSION OF THE MOST WESTERLY LINE AND ALONG THE MOST
WESTERLY LINE OF THAT CERTAIN PARCEL OF LAND CONVEYED TO ABE CORLIN AND HENRY
C. SCHULTZ, BY DEED RECORDED NOVEMBER 15, 1928 IN BOOK 789, PAGE 273 OF DEEDS,
RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, TO THE MOST NORTHERLY POINT IN SAID
MOST WESTERLY LINE, FOR THE POINT OF BEGINNING; THENCE SOUTH 46° 50' EAST,
FORMERLY RECORDED SOUTH 47° EAST, 3067.6 FEET; THENCE NORTH 43° 10' EAST,
FORMERLY RECORDED NORTH 43° EAST, 1100 FEET TO THE MOST EASTERLY CORNER OF
THAT CERTAIN PARCEL OF LAND CONVEYED TO GREAT COASTAL OIL CORPORATION, BY
DEED RECORDED MAY 8, 1936 IN BOOK 275 PAGE 344 OF OFFICIAL RECORDS OF RIVERSIDE
COUNTY, CALIFORNIA; THENCE NORTH 46° 50' WEST ALONG THE NORTHEASTERLY LINE OF
SAID PARCEL SO CONVEYED TO GREAT COASTAL OIL CORPORATION, 3960 FEET TO THE
NORTHWESTERLY LINE OF LOT 1 IN BLOCK "A", ABOVE DESCRIBED; THENCE
SOUTHWESTERLY ALONG SAID NORTHWESTERLY LINE AND ALONG THE SOUTHWESTERLY
PROLONGATION OF SAID NORTHWESTERLY LINE, TO A POINT WHICH BEARS NORTH 46° 50'
WEST FROM THE POINT OF BEGINNING, SAID POINT BEING THE MOST WESTERLY CORNER OF
THAT CERTAIN PARCEL OF LAND CONVEYED TO GREAT COASTAL OIL CORPORATION,
HEREINABOVE REFERRED TO; THENCE SOUTH 46° 50' EAST, ALONG THE SOUTHWESTERLY
LINE OF SAID PARCEL, TO THE POINT OF BEGINNING; EXCEPTING THEREFROM ALL THAT
PORTION THEREOF DESCRIBED AS FOLLOWS: COMMENCING AT THE MOST WESTERLY
CORNER OF THAT CERTAIN TRACT OF LAND CONVEYED TO GREAT COASTAL OIL
CORPORATION, BY DEED RECORDED MAY 8, 1936 IN BOOK 275 PAGE 344 OF OFFICIAL
RECORDS OF RIVERSIDE COUNTY, CALIFORNIA; THENCE SOUTH 46° 50' EAST, 236 FEET;
THENCE NORTH 43° 10' EAST, 300 FEET FOR THE POINT OF BEGINNING; THENCE NORTH 43°
50' EAST, 30 FEET; THENCE NORTH 46° 50' WEST, 80 FEET; THENCE SOUTH 43° 10' WEST, 30
FEET; THENCE SOUTH 46° 50' EAST, 80 FEET TO THE POINT OF BEGINNING; ALSO EXCEPTING
THEREFROM A STRIP(S) OF LAND 1 ROD WIDE, 4-ó FEET ON THE EASTERLY SIDE AND 12
FEET ON THE WESTERLY SIDE OF THE CENTER LINE OF THE PIPELINE OF THE TEMESCAL
WATER COMPANY, AS NOW LAID OVER AND ACROSS THE HEREINABOVE DESCRIBED
PROPERTY AS CONVEYED TO THE TEMESCAL WATER COMPANY, A CORPORATION, BY DEED
RECORDED MAY 12, 1917 IN BOOK 362 PAGE 56 , OF DEEDS, RECORDS OF RIVERSIDE
COUNTY, CALIFORNIA; ALSO EXCEPTING THEREFROM THE 1/8 PART OF ALL OIL, GAS AND
MINERALS IN, UNDER OR UPON SAID LAND OR WHICH MAY BE SECURED THEREFROM, AS
RESERVED IN DEED FROM CHARLES HUDSON AND DESSIE HUDSON, RECORDED MAY 8, 1936
IN BOOK 275 PAGE 344 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA.
PARCEL B: (APN: 378-020-028)
PARCEL 1 OF PARCEL MAP NO. 11395, IN THE CITY OF LAKE ELSINORE, COUNTY OF
RIVERSIDE, STATE OF CALIFORNIA, ON FILE IN BOOK 58 PAGE 68 OF PARCEL MAPS,
RIVERSIDE COUNTY RECORDS. EXCEPTING THEREFROM 1/8 PART OF ALL OIL, GAS AND
MINERALS IN, UNDER OR UPON SAID LAND OR WHICH MAY BE ACCRUED THEREFROM, AS
RESERVED IN DEED FROM CHARLES HUDSON AND DESSIE HUDSON, RECORDED MAY 8, 1936
IN BOOK 275 PAGE 344 OF OFFICIAL RECORDS, RIVERSIDE COUNTY RECORDS.
PARCEL C: (APN: 378-020-037 AND OTHER PROPERTY)
PARCEL 2 OF PARCEL MAP 8585, AS SHOWN BY MAP ON FILE IN BOOK 36, PAGE 29 OF
PARCEL MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. EXCEPTING THE 1/8TH PART
OF ALL OIL, GAS AND MINERALS IN, UNDER OR UPON SAID LAND OR WHICH MAY BE
SECURED THEREFROM, AS RESERVED IN DEED FROM CHARLES HUDSON AND DESSIE
HUDSON, RECORDED MAY 8, 1936 IN BOOK 275, PAGE 344 OF OFFICIAL RECORDS,
RIVERSIDE COUNTY RECORDS.
PARCEL D: (APN: 378-020-031)
PARCEL 4 OF PARCEL MAP NO. 11395, IN THE CITY OF LAKE ELSINORE, COUNTY OF
RIVERSIDE, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 58, PAGE 68 , OF
PARCEL MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. EXCEPTING
THE 1/8TH PART OF ALL OIL, GAS AND MINERALS IN, UNDER OR UPON SAID LAND OR WHICH
MAY BE SECURED THEREFROM, AS RESERVED IN DEED FROM CHARLES HUDSON AND
DESSIE HUDSON, RECORDED MAY 8, 1936 IN BOOK 275, PAGE 344 , OF OFFICIAL RECORDS,
RIVERSIDE COUNTY RECORDS.
PARCEL E: (APN: 378-020-048)
PARCEL 1 :
THE SOUTHEAST ONE-HALF OF THE SOUTHWEST ONE-HALF OF THE FOLLOWING DESCRIBED
PROPERTY; ALL THAT PORTION OF LOTS 1, 2 AND 3 IN BLOCK A OF ELSINORE, AND OF LOW
ROLLING HILLS ADJOINING SAID LOTS ON THE SOUTHWEST, AS SHOWN BY MAP ON FILE IN
BOOK 8 PAGE 377 OF MAPS, RECORDS OF SAN DIEGO COUNTY, CALIFORNIA, PARTICULARLY
DESCRIBED AS FOLLOWS: COMMENCING AT THE MOST NORTHERLY CORNER OF LOT 50 OF
COUNTRY CLUB HEIGHTS, UNIT "B" AS SHOWN BY MAP ON FILE IN BOOK 17 PAGES 25 AND
26 OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA; THENCE NORTH 43° 24' EAST,
ALONG THE SOUTHERLY EXTENSION OF THE MOST WESTERLY LINE AND ALONG THE MOST
WESTERLY LINE OF THAT CERTAIN PARCEL OF LAND CONVEYED TO ABE CORLIN AND HENRY
C. SCHULTZ, BY DEED RECORDED NOVEMBER 15, 1928 IN BOOK 789 PAGE 273 OF DEEDS,
RECORDS OF RIVERSIDE COUNTY, TO THE MOST NORTHERLY POINT IN SAID MOST
WESTERLY LINE, FOR THE POINT OF BEGINNING; THENCE 46° 50' EAST, FORMERLY
RECORDED SOUTH 47° EAST. 3067.6 FEET; THENCE NORTH 43° 10' EAST, FORMERLY
RECORDED NORTH 43° EAST, 1100 FEET TO THE MOST EASTERLY CORNER OF THAT CERTAIN
PARCEL OF LAND CONVEYED TO GREAT COASTAL OIL CORPORATION, BY DEED RECORDED
MAY 8, 1936 IN BOOK 275 PAGE 344 OF OFFICIAL RECORDS OF SAID RIVERSIDE COUNTY;
THENCE NORTH 46° 50' WEST, ALONG THE NORTHEASTERLY LINE OF SAID PARCEL SO
CONVEYED TO GREAT COASTAL OIL CORPORATION, 3960 FEET TO THE NORTHWESTERLY
LINE OF LOT 1 IN BLOCK A, ABOVE DESCRIBED; THENCE SOUTHWESTERLY ALONG SAID
NORTHWEST LINE AND ALONG THE SOUTHWESTERLY PROLONGATION OF SAID
NORTHWESTERLY LINE, TO A POINT WHICH BEARS NORTH 46° 50' WEST FROM THE POINT OF
BEGINNING, SAID POINT BEING THE MOST WESTERLY CORNER OF THAT CERTAIN PARCEL OF
LAND CONVEYED TO GREAT COASTAL OIL CORPORATION, HEREINABOVE REFERRED TO;
THENCE SOUTH 46° 50' EAST, ALONG THE SOUTHWESTERLY LINE OF SAID PARCEL, TO THE
POINT OF BEGINNING; EXCEPTING THEREFROM THAT PORTION CONVEYED TO ELSINORE
VALLEY MUNICIPAL WATER DISTRICT, A PUBLIC CORPORATION BY DEED RECORDED APRIL 8,
1987 AS INSTRUMENT NO. 96282 OF OFFICIAL RECORDS.
PARCEL 2 :
AN EASEMENT FOR ROAD PURPOSES, 20 FEET WIDE, OVER AND ACROSS THE EXISTING
ROAD, THE CENTER LINE BEING THE NORTHEASTERLY LINE OF THE ABOVE DESCRIBED
PROPERTY AND THE NORTHWESTERLY EXTENSION OF SAID LINES AS EXTENDED TO THE
SOUTHEASTERLY LINE OF PIERCE STREET, EXCEPTING THEREFROM THAT PORTION
INCLUDED WITH PARCEL E ABOVE. EXCEPTING THEREFROM 1/8TH INTEREST OF ALL OIL, GAS
AND MINERAL RIGHTS THEREOF.
PARCEL F: (APN: 378-020-029)
PARCEL 2 OF PARCEL MAP NO. 11395, IN THE CITY OF LAKE ELSINORE, COUNTY OF
RIVERSIDE, STATE OF CALIFORNIA, AS SHOWN BY MAP ON FILE IN BOOK 58, PAGE 68 OF
PARCEL MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. EXCEPT THE 1/8TH PART OF
ALL OIL, GAS AND MINERALS IN, UNDER OR UPON SAID LAND OR WHICH MAY BE SECURED
THEREFROM, AS RESERVED IN DEED FROM CHARLES HUDSON AND DESSIE HUDSON,
RECORDED MAY 8, 1936 IN BOOK 275, PAGE 344 OF OFFICIAL RECORDS, RIVERSIDE COUNTY
RECORDS.
PARCEL G: (APN: 378-020-030)
PARCEL 3 OF PARCEL MAP NO. 11395, IN THE CITY OF LAKE ELSINORE, COUNTY OF
RIVERSIDE, STATE OF CALIFORNIA, AS SHOWN BY MAP ON FILE IN BOOK 58, PAGE 68 , OF
PARCEL MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. EXCEPTING
THE 1/8TH PART OF ALL OIL, GAS AND MINERALS IN, UNDER OR UPON SAID LAND OR WHICH
MAY BE SECURED THEREFROM, AS RESERVED IN DEED FROM CHARLES HUDSON AND
DESSIE HUDSON, RECORDED MAY 8, 1936 IN BOOK 275, PAGE 344 , OF OFFICIAL RECORDS,
RIVERSIDE COUNTY RECORDS.
PARCEL H: (APN: 378-020-036 AND OTHER PROPERTY)
PARCEL 1 OF PARCEL MAP 8585, AS SHOWN BY MAP ON FILE IN BOOK 36, PAGE 29 OF
PARCEL MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. EXCEPTING THE 1/8TH PART
OF ALL OIL, GAS AND MINERALS IN, UNDER OR UPON SAID LAND OR WHICH MAY BE
SECURED THEREFROM, AS RESERVED IN DEED FROM CHARLES HUDSON AND DESSIE
HUDSON, RECORDED MAY 8, 1936 IN BOOK 275, PAGE 344 OF OFFICIAL RECORDS,
RIVERSIDE COUNTY, RECORDS.PROPERTY LINE 453.35'M-2
FLOODWAY/ LIMITED INDUSTRIAL
VACANT
M-2
FLOODWAY/ LIMITED INDUSTRIAL
VACANT
M-2
FLOODWAY/ LIMITED INDUSTRIAL
VACANT
M-2
FLOODWAY/ LIMITED INDUSTRIAL
VACANT
M-2
FLOODWAY/ LIMITED INDUSTRIAL
VACANT
M-2
FLOODWAY/ LIMITED INDUSTRIAL
VACANT
RMU
RESIDENTIAL MIXED USE
VACANT
PI
PUBLIC INSTITUTIONAL
WATER TANKS
R-1
MEDUIM DENSITY RESIDENTIAL
VACANT
R-1
MEDUIM DENSITY RESIDENTIAL
VACANT
R-1
MEDUIM DENSITY RESIDENTIAL
VACANT
R-1
MEDUIM DENSITY RESIDENTIAL
VACANT
RH
HILLSIDE RESIDENTIAL
VACANT
R-1
MEDUIM DENSITY RESIDENTIAL
SINGLE FAMILY HOME
R-1
MEDUIM DENSITY RESIDENTIAL
VACANT
RH
HILLSIDE RESIDENTIAL
VACANT
M-2
LIMITED INDUSTRIAL
NON-CONFORMING RESIDENTIAL
M-2
FLOODWAY/ LIMITED INDUSTRIAL
VACANT
RMU
RESIDENTIAL MIXED USE
VACANT LOADING SPACELOADING SPACELOADING SPACELOADING SPACELOADING SPACELOADING SPACELOADING SPACELOADING SPACELOADING SPACELOADING SPACELOADING SPACELOADING SPACELOADING SPACELOADING SPACELOADING SPACELOADING SPACELOADING SPACELOADING SPACELOADING SPACE
LOADING SPACE
LOADING SPACE
LOADING SPACE
LOADING SPACE
LOADING SPACE
LOADING SPACE
PROJECT DATA
6/18/24 PLANNING REVISIONS
SCE 20' EASEMENT SCE 20' EASEMENT SCE 20' EASEMENT
7/15/24 PLANNING REVISIONS
PP# 4765408E
STA. 12+39.16
BUILDING 1 BUILDING 2 TOTAL
SITE AREA 547,317 SF 2,319,450 SF 2,866,767 SF
12.565 AC 53.247 AC 65.812 AC
BUILDING AREA
FOOTPRINT 207,028 SF 778,423 SF 985,451 SF
MEZZANINE 5,000 SF 10,000 SF 15,000 SF
TOTAL 212,028 SF 788,423 SF 1,000,451 SF
F.A.R.38.74%33.99%34.90%
BUILDING AREA BY USE
OFFICE 10,000 SF 20,000 SF 30,000 SF
WAREHOUSE 202,028 SF 768,423 SF 970,451 SF
AUTO PARKING
1/1000 1ST 40K SF 40 40 80
1/4000 > 40K SF 43 187 230
TOTAL 83 227 310
PARKING PROVIDED
STANDARD STALLS 111 133 244
ADA STALLS 7 8 15
EV STALLS 34 59 93
AUTOS IN SCE ESMT 20 94 114
PARKING PROVIDED EXC. SCE 152 200 352
TOTAL PROVIDED 172 294 466
DOCK LOADING ZONES
REQUIRED 7 18 25
PROVIDED 31 110 141
TRAILER PARKING 31 360 391
LANDSCAPE REQUIRED 65,678 SF 278,334 SF 344,012 SF
LANDSCAPE PROVIDED 142,000 SF 745,000 SF 887,000 SF
LANDSCAPE COVERAGE 25.94%32.12%30.94%
PAVING AREA 198,289 SF 796,027 SF 994,316 SF
B-B
-
A-A
-
C-C
-
SITE LEGEND:
ON-SITE LANDSCAPED AREA
OFF-SITE LANDSCAPED AREA
SITE PROPERTY LINES
CITY CURB AND GUTTER LINES
STREET CENTERLINES
TYPICAL AUTO PARKING STALLS
9'X18'
TYPICAL SITE LIGHT POLE
25'H PER PHOTOMETRIC
TRUE NORTHPROJECT NORTH
3-6
SHEET:
SHEET TITLE
RGA, OFFICE OF ARCHITECTURAL DESIGN
COPYRIGHT
CHK'D BY:
DRAWN BY:
CAD FILE NAME:
OWNER PROJECT NO:
RGA PROJECT NO:
MARK DESCRIPTIONDATE
CONSULTANT
PROFESSIONAL SEALS
RGARGA
Office of Architectural Design
210 Progress ,Suite 220
Innovation Park
Irvine, CA 92618
T 949-341-0920
FX 949-341-0922
BUILDING 1
SITE PLAN
CS
CS
00000.00
A1-2P
BAKER / PIERCE
STREET
DEVELOPMENT
0000 BAKER STREET
CITY OF LAKE ELSINORE, CA
23041-00-A1-2P
23041.00
SD
SD
SD
08/04/23 SCHEMATIC DESIGN
6/18/24 PLANNING REVISIONS
7/15/24 PLANNING REVISIONS
PP
PP
PP
PP
PP
PP
PP PP PPPPPPPPPP
EVCS
EVCS
EVCSEVCSBUILDNG 1 SITE PLAN
SCALE: 1" = 50'-0"
310'-0"93'-11"60'-0"
30'30'98.6'625'-0"185'-0"
BUILDING 1
SINGLE TENANT
WAREHOUSE BUILDING
FOOTPRINT: 207,028 SF
MEZZANINE: 5,000 SF
G.F.A.: 212,028 SF
OCCUPANCY: B/S-1
CONSTRUCTION TYPE: III-B
NUMBER OF STORIES: 1
MAX. HEIGHT: 50 FT. 23 DOCK DOORSPOTENTIAL
OFFICE
AREA
POTENTIAL
OFFICE
AREAP I E R C E S T R E E TN I C H O L S R O A DS C E E A S E M E N TGATE
GATE
PROPERTY LINE 679.75'PROPERTY LINE 708.50'PROPERTY LINE 270.04'
PROPERT
Y
L
I
N
E
2
7
0
.
0
4
'
PL 34.27'31 TRAILER POSITIONS18'26'6'48.6'9'9'9'9'9'TYPICAL TYPICAL
9'5'9'9'5'9'9'8'9'9'132'53'36'40'14'42'18'26'8'12.6'12.601'12.6'12.6'12.6'TYPICALTYPICAL9'8'9'9'5'9'9'5'9'9'9'9'9'9'9'TYPICALTYPICAL 69'-10"15'18'26'18'385'
-
8
"
489'-6"518'-7"30'-0"53'-6"391'-9"20'-0"40'-0"65'-0"
19'-0"50'-0"57'-0"
6
1414
7
11
4
8
814
6
12
15
13
9
2
5
1025
9
12 15 13
1
2330 MARINSHIP WAY
SUITE 120
SAUSALITO, CA 94965
ATTN: GLEN WILLIAMS
PH: 415-465-4423
OWNER:
APPLICANT:
RIVERSIDE LEGACY IV NICHOLS ROAD, LLC
2330 MARINSHIP WAY, SUITE 120
SAUSALITO, CA 94965
TEL: 415-465-4423
CONTACT: GLEN WILLIAMS
glen@ecosystempartners.com
RIVERSIDE LEGACY IV
NICHOLS ROAD, LLC
RIVERSIDE LEGACY IV NICHOLS ROAD, LLC
2330 MARINSHIP WAY, SUITE 120
SAUSALITO, CA 94965
TEL: 415-465-4423
CONTACT: GLEN WILLIAMS
glen@ecosystempartners.com
LOADING SPACE
LOADING SPACE
LOADING SPACE
LOADING SPACE
LOADING SPACE
LOADING SPACE
LOADING SPACE
90'-0"
KEYNOTES:00
1. PROPOSED PAINTED CONCRETE TILT-UP INDUSTRIAL BUILDING.
2. TYPICAL PARKING STALL - 9' X 18'.
3. EVCS PARKING STALL PER CODE - 9' X 18'.
4. CONCRETE TRUCK YARD PER CIVIL.
5. FULLY IRRIGATED LANDSCAPE AREA BOUNDED BY 6" CONCRETE CURB - SEE CONCEPT
LANDSCAPE PLAN.
6. PRIMARY BUILDING ENTRANCE W/ DECORATIVE CONCRETE ENTRY WALK.
7. 8'-0" HIGH TRASH AND RECYCLABLE BINS. SEE SHEET A2-1 FOR ELEVATION AND SECTIONS.
8. 8'-0" HIGH BLACK TUBE STEEL FENCE.
9. PROPERTY LINES.
10. PROPOSED ELECTRICAL TRANSFORMER LOCATION. ALL UTILITY STRUCTURES SHALL BE
SCREENED BY LANDSCAPE, SEE LANDSCAPE PLAN.
11. 11' X 53' TRUCK TRAILER PARKING STALLS.
12. ACCESSIBLE PARKING STALLS 9' X 18'-0" MIN.
13. DASHED LINE INDICATES : NEW 5'-0" WIDE SURFACE WALK ACCESSIBLE PATH OF TRAVEL
FROM PUBLIC SIDEWALK & PARKING STALLS TO PRIMARY BUILDING ENTRANCE
14. TYP. 8' HIGH PAINTED CONCRETE SCREEN WALL ELEVATION W/ ACCENT REVEALS AND
PAINTED ACCENTS TO MATCH BUILDING ARCHITECTURE.
15. NEW CURB AND GUTTER PER CITY STANDARD.
SITE LEGEND:
ON-SITE LANDSCAPED AREA
OFF-SITE LANDSCAPED AREA
SITE PROPERTY LINES
CITY CURB AND GUTTER LINES
STREET CENTERLINES
TYPICAL AUTO PARKING STALLS
9'X18'
TYPICAL SITE LIGHT POLE
25'H PER PHOTOMETRIC
SCE 20' EASEMENT SCE 20' EASEMENT
PP# 4765407E
STA. 14+77.84
PP# 4765406E
STA. 17+16.14
PP# 4765625E
PP# 47106907E
PP# 46328905E
PP# 4106909E
PP# 4765405E
STA. 19+54.91
PP# 4765403E
STA. 21+39.05
7'26'18'18.5'TRUE NORTHPROJECT NORTH
SHEET:
SHEET TITLE
RGA, OFFICE OF ARCHITECTURAL DESIGN
COPYRIGHT
CHK'D BY:
DRAWN BY:
CAD FILE NAME:
OWNER PROJECT NO:
RGA PROJECT NO:
MARK DESCRIPTIONDATE
CONSULTANT
PROFESSIONAL SEALS
RGARGA
Office of Architectural Design
210 Progress ,Suite 220
Innovation Park
Irvine, CA 92618
T 949-341-0920
FX 949-341-0922
BUILDING 2
SITE PLAN
CS
CS
00000.00
A1-3P
BAKER / PIERCE
STREET
DEVELOPMENT
0000 BAKER STREET
CITY OF LAKE ELSINORE, CA
23041-00-A1-3P
23041.00
SD
SD
SD
08/04/23 SCHEMATIC DESIGN
6/18/24 PLANNING REVISIONS
7/15/24 PLANNING REVISIONS
PP
PP
PP
PP
PP
PP
PP PP PP PP PP PP PP PP PP PP PP PPPPPP
EVCSEVCSEVCSBUILDING 2 SITE PLAN
SCALE: 1" = 100'-0"
1,913'-0"269'-0"996'-11"400'-0"185'-0"181'-1"BUILDING 2
SINGLE TENANT
WAREHOUSE BUILDING
FOOTPRINT: 778,423 SF
MEZZANINE: 10,000 SF
G.F.A.: 788,423 SF
OCCUPANCY: B/S-1
CONSTRUCTION TYPE: III-B
NUMBER OF STORIES: 1
MAX. HEIGHT: 50 FT.
110 DOCK DOORS
POTENTIAL
OFFICE
AREA
POTENTIAL
OFFICE
AREA68'-0"34'34'B A K E R S T R E E T
S C E E A S E M E N TGATE1 GATE4
11
PROPERTY LINE 3,179.06'PROPERTY LINE 344.86'PROPERTY LINE
110.00'PROPERTY LINE 204.82'PROPERTY LINE 1,013.12'PROPERTY LINE 244.37'PL 2,276.13'
136 TRAILER POSITIONS
4
11146 TRAILER POSITIONS
GATE
11
78 TRAILER POSITIONS24'-4"53'75'53'75'53'53'75'16'-4 1/2"10'18'26'18'18'26'
102'-0"2,123'-0"51'-2"
12
5
6
77
475'71'40'70'449'26'8 8
8
8
10'18'26'18'10'53'75'53'6'132'53'397'40'16'-4"476'309'121'128'355'
8
8
8
8
8
814'56'55'-8"1,680'-6"55'-8"56'14'14
1414
14
1313
107'-4"134'-3"
258'-3"80'-0"50'
50'
2330 MARINSHIP WAY
SUITE 120
SAUSALITO, CA 94965
ATTN: GLEN WILLIAMS
PH: 415-465-4423
OWNER:
APPLICANT:
RIVERSIDE LEGACY IV NICHOLS ROAD, LLC
2330 MARINSHIP WAY, SUITE 120
SAUSALITO, CA 94965
TEL: 415-465-4423
CONTACT: GLEN WILLIAMS
glen@ecosystempartners.com
RIVERSIDE LEGACY IV
NICHOLS ROAD, LLC
RIVERSIDE LEGACY IV NICHOLS ROAD, LLC
2330 MARINSHIP WAY, SUITE 120
SAUSALITO, CA 94965
TEL: 415-465-4423
CONTACT: GLEN WILLIAMS
glen@ecosystempartners.com
PROPERTY LINE 525.64'LOADING SPACELOADING SPACELOADING SPACELOADING SPACELOADING SPACELOADING SPACELOADING SPACELOADING SPACELOADING SPACELOADING SPACELOADING SPACELOADING SPACELOADING SPACELOADING SPACELOADING SPACELOADING SPACELOADING SPACELOADING SPACEATTEMPATTEMPATTEMPATTEMPATTEMPATTEMPATTEMPATTEMPATTEMPATTEMPATTEMPATTEMPATTEMPATTEMP149'-1"26'6'18'18'26'18'16'53'78'96'309'
KEYNOTES:00
1. PROPOSED PAINTED CONCRETE TILT-UP INDUSTRIAL BUILDING.
2. TYPICAL PARKING STALL - 9' X 18'.
3. EVCS PARKING STALL PER CODE - 9' X 18'.
4. CONCRETE TRUCK YARD PER CIVIL.
5. FULLY IRRIGATED LANDSCAPE AREA BOUNDED BY 6" CONCRETE CURB - SEE CONCEPT
LANDSCAPE PLAN.
6. PRIMARY BUILDING ENTRANCE W/ DECORATIVE CONCRETE ENTRY WALK.
7. 8'-0" HIGH TRASH AND RECYCLABLE BINS. SEE SHEET A2-1 FOR ELEVATION AND SECTIONS.
8. 8'-0" HIGH BLACK TUBE STEEL FENCE.
9. PROPERTY LINES.
10. PROPOSED ELECTRICAL TRANSFORMER LOCATION. ALL UTILITY STRUCTURES SHALL BE
SCREENED BY LANDSCAPE, SEE LANDSCAPE PLAN.
11. 11' X 53' TRUCK TRAILER PARKING STALLS.
12. ACCESSIBLE PARKING STALLS 9' X 18'-0" MIN.
13. DASHED LINE INDICATES : NEW 5'-0" WIDE SURFACE WALK ACCESSIBLE PATH OF TRAVEL
FROM PUBLIC SIDEWALK & PARKING STALLS TO PRIMARY BUILDING ENTRANCE
14. TYP. 8' HIGH PAINTED CONCRETE SCREEN WALL ELEVATION W/ ACCENT REVEALS AND
PAINTED ACCENTS TO MATCH BUILDING ARCHITECTURE.
15. NEW CURB AND GUTTER PER CITY STANDARD.
SCE 20' EASEMENT SCE 20' EASEMENT
PP# 4765405E
STA. 19+54.91
PP# 4765403E
STA. 21+39.05
PP# 4765402E
STA. 23+54.09
PP# 4765401E
STA. 25+68.34
PP# 4765400E
STA. 27+57.63
PP# 4765399E
STA. 29+40.24
PP# 4765398E
STA. 31+22.11
PP# 4765397E
STA. 33+03.74
PP# 4765396E
STA. 34+76.75
PP# 4765395E
STA. 36+69.73
PP# 4765394E
STA. 38+50.82
PP# 4765393E
STA. 40+30.87
PP# 4765392E
STA. 42+31.94
SITE LEGEND:
ON-SITE LANDSCAPED AREA
OFF-SITE LANDSCAPED AREA
SITE PROPERTY LINES
CITY CURB AND GUTTER LINES
STREET CENTERLINES
TYPICAL AUTO PARKING STALLS
9'X18'
TYPICAL SITE LIGHT POLE
25'H PER PHOTOMETRIC
TRUE NORTHPROJECT NORTH
SHEET:
SHEET TITLE
RGA, OFFICE OF ARCHITECTURAL DESIGN
COPYRIGHT
CHK'D BY:
DRAWN BY:
CAD FILE NAME:
OWNER PROJECT NO:
RGA PROJECT NO:
MARK DESCRIPTIONDATE
CONSULTANT
PROFESSIONAL SEALS
RGARGA
Office of Architectural Design
210 Progress ,Suite 220
Innovation Park
Irvine, CA 92618
T 949-341-0920
FX 949-341-0922
BUILDING 2
SITE PLAN ENLARGEMENTS
CS
CS
00000.00
A1-3.1P
BAKER / PIERCE
STREET
DEVELOPMENT
0000 BAKER STREET
CITY OF LAKE ELSINORE, CA
23041-00-A1-3P
23041.00
SD
SD
SD
08/04/23 SCHEMATIC DESIGN
6/18/24 PLANNING REVISIONS
7/15/24 PLANNING REVISIONS
PP
PP
PP
PP
PP PP PP PP PP PP PPPPPPPPPPPPPPPPPPPP
EVCS
EVCSEVCSEVCSBUILDING 2 SITE PLAN ENLARGEMENTS
SCALE: 1" = 50'-0"
2330 MARINSHIP WAY
SUITE 120
SAUSALITO, CA 94965
ATTN: GLEN WILLIAMS
PH: 415-465-4423
OWNER:
APPLICANT:
RIVERSIDE LEGACY IV NICHOLS ROAD, LLC
2330 MARINSHIP WAY, SUITE 120
SAUSALITO, CA 94965
TEL: 415-465-4423
CONTACT: GLEN WILLIAMS
glen@ecosystempartners.com
RIVERSIDE LEGACY IV
NICHOLS ROAD, LLC
RIVERSIDE LEGACY IV NICHOLS ROAD, LLC
2330 MARINSHIP WAY, SUITE 120
SAUSALITO, CA 94965
TEL: 415-465-4423
CONTACT: GLEN WILLIAMS
glen@ecosystempartners.com
KEYNOTES:00
1. PROPOSED PAINTED CONCRETE TILT-UP INDUSTRIAL BUILDING.
2. TYPICAL PARKING STALL - 9' X 18'.
3. EVCS PARKING STALL PER CODE - 9' X 18'.
4. CONCRETE TRUCK YARD PER CIVIL.
5. FULLY IRRIGATED LANDSCAPE AREA BOUNDED BY 6" CONCRETE CURB - SEE CONCEPT
LANDSCAPE PLAN.
6. PRIMARY BUILDING ENTRANCE W/ DECORATIVE CONCRETE ENTRY WALK.
7. 8'-0" HIGH TRASH AND RECYCLABLE BINS. SEE SHEET A2-1 FOR ELEVATION AND SECTIONS.
8. 8'-0" HIGH BLACK TUBE STEEL FENCE.
9. PROPERTY LINES.
10. PROPOSED ELECTRICAL TRANSFORMER LOCATION. ALL UTILITY STRUCTURES SHALL BE
SCREENED BY LANDSCAPE, SEE LANDSCAPE PLAN.
11. 11' X 53' TRUCK TRAILER PARKING STALLS.
12. ACCESSIBLE PARKING STALLS 9' X 18'-0" MIN.
13. DASHED LINE INDICATES : NEW 5'-0" WIDE SURFACE WALK ACCESSIBLE PATH OF TRAVEL
FROM PUBLIC SIDEWALK & PARKING STALLS TO PRIMARY BUILDING ENTRANCE
14. TYP. 8' HIGH PAINTED CONCRETE SCREEN WALL ELEVATION W/ ACCENT REVEALS AND
PAINTED ACCENTS TO MATCH BUILDING ARCHITECTURE.
15. NEW CURB AND GUTTER PER CITY STANDARD.
B A K E R S T R E E T B A K E R S T R E E T
ATTEMPATTEMPATTEMPATTEMPATTEMPATTEMPATTEMPATTEMPATTEMPATTEMPATTEMPATTEMPATTEMPATTEMP77
ATTEMPATTEMPSLIDING
8'H GATE
SLIDING
8'H GATE
RAMPRAMPPOTENTIAL GUARD
BOOTH LOCATION POTENTIAL GUARD
BOOTH LOCATION
SLIDING 8'H GATE
88
53'75'53'6'5'5'18'26'18'10'
10'18'26'18'18'26'18'18'26'18'8'12'13.5'15.5'13.5'13.5'80'14'13.5'13.5'15.5'13.5'80'ATTEMPATTEMP
50'10'18'26'18'5'50'26'9'8'9'9'5'9'12'5'9'9'8'9'9'5'9'5'12'10
6 6
SITE LEGEND:
ON-SITE LANDSCAPED AREA
OFF-SITE LANDSCAPED AREA
SITE PROPERTY LINES
CITY CURB AND GUTTER LINES
STREET CENTERLINES
TYPICAL AUTO PARKING STALLS
9'X18'
TYPICAL SITE LIGHT POLE
25'H PER PHOTOMETRIC
TRUE NORTHPROJECT NORTH
Sou rce s : Esr i, H ER E, Garm i n , In te r m ap , in cr em ent P C o r p., GEBC O, U SGS, FAO , NPS , NR C AN ,GeoBa se, IGN , Kada ste r NL, O rdn a nce Su r ve y, Esr i Jap an, M ET I, E sri C hina (H o ng Kon g ), (c)Open S tree tM ap contr ibu tors , a nd the G IS Us e r C om m unity, C o pyr ight n earm ap 201 5
Date: 7 /2 5/2 024
Wa ter and Sewer Map
±
0.5 0.50 mi
Dat a S ources: EV MWD, Count y of Riverside Time: 11 :44 :3 6 AM
Le g en d
EV M WD B ounda ry
EV M WD S phere of I nf luenc e
Highwa ys
St reet Ce nte rl ines
Parcel s
N on P ota bl e P re ssur e M ai ns
Ai r R el ease
Bl ow of f
D istr i buti on Ma in
H yd rant Lat eral
Sam pl ing P oint
Trans m is s ion M ain
Dr ain Line
Fee C redi ts Se wer
Fee Credi ts Wat er
R eim bursem ent s - S ew er
R eim bursem ent s - Wat er
For c e Ma in
Grav it y M ain s
Lif t S tat ion
Ag Li ne
Ag Li ne
Open C an al
Si phon
Fi re H ydr ants
Fire Hy drant
Wharf head
Ant hony M . Vazq uez
951-674-3146 | 31315 Chaney Street, Lake Elsinore, CA 92530 | www.evmwd.com
BOARD OF DIRECTORS Harvey R. Ryan, Treasurer
Andy Morris, President Darcy M. Burke, Director
Chance Edmondson, Vice President
GENERAL MANAGER
LEGAL COUNSEL
DISTRICT SECRETARY
Jack T. Ferguson, Director
Greg Thomas
Best, Best & Krieger
Terese Quintanar
October 24, 2023
EPD Solutions
Attn: Dane Palanjian
3333 Michelson Drive
Irvine CA, 92612
SUBJECT: SERVICE REQUIREMENTS FOR BAKER INDUSTRIAL –
APPLICATION NO. 23-062
On June 12, 2023, a Due Diligence meeting was held with Elsinore Valley Municipal
Water District (District) and the Owner/Developer and/or Engineer of the subject
project to discuss the water and/or sewer requirements for this project. The project
consists of two industrial buildings 207,550 SF and 778,720 SF located at 378-020-014,
015, 016, 028, 029, 030, 031, 036, 037 and 048 . The project site plan is attached herein.
The Owner/Developer shall comply with the following preliminary requirements to obtain
water and/or sewer service from the District. A map of the existing water and/or sewer
facilities is attached herein.
Project Specific Requirements:
1. The Owner/Developer shall provide a hydraulic water study that analysis average
day demand, peak hour demand, max day demand and max day and fire flow
demand per the Water Master Plan criteria. The water study must be approved
prior to plan check submittal.
2. The Owner/Developer shall construct public water facilities as noted on the
approved Water and/or Sewer Studies.
3. The Owner/Developer shall construct a mastered planned (FT-17) public Zone
1434 36-inch transmission main in Baker Street from Nichols Road to the 14 34
Reservoir.
4. The Owner/Developer shall construct an offsite public Zone 1434 minimum 12-
inch watermain in Baker Street along the project’s frontage as shown in in exhibit
attached herein. The project team asked if they could connect to the 1434
transmission main instead of constructing a parallel 12-inch waterline , this can be
considered if proof is provided that no other development will need to connect to
the required 12-inch water main.
5. The Owner/Developer shall construct an onsite public Zone 1434 minimum 8-inch
looped watermain within the development.
6. The Owner/Developer shall construct an offsite public minimum 8-inch gravity
sewer main in Baker Steet from the project easternly boundary to the existing
temporary Nichols Rd Lift Station.
7. The project shall demonstrate to have sew er capa city allocated fo r the project to
the existing or upgrade of the Nichols Rd Lift Station through an agreement for
sewer services. If not, the Owner/Developer shall construct the mastered planned
(RLS-16) permanent Nichols Rd Lift Statio n.
General Requirements:
8. The Owner/Developer shall construct a public individual minimum 2-inch
domestic water service with backflow device for each building/suite.
9. The Owner/Developer shall construct a public individual minimum 2-inch
irrigation water service with backflow device for each parcel.
10. The Owner/Developer shall construct a private minimum 6 -inch sewer lateral for
each parcel.
11. The Owner/Developer shall submit a Fire Flow Test Application if required by the
Fire Department.
12. The Owner/Developer shall submit a Will Serve Application to quote the water and
sewer capacity fees.
13. The Owner/Developer shall dedicate to the District an easement for all public
water and sewer facilities constructed within the private property. A minimum 20-
ft wide easement is required for one utility. No building, fences, walls or other
structures of any kind, or trees, shall be installed, constructed, erected, placed
planted or maintained in any portion of the easement area, and no shrubs or other
plants or vegetation shall be placed, planted or maintained in the portion of
easement area.
14. The Owner/Developer shall record a Water Rights Grant Deed to grant the water
rights to the District.
15. The Owner/Developer shall submit a Plan Check application for the review of the
Water and Sewer Improvement Plans for the project.
16. The Owner/Developer shall submit an Inspection Application for the inspection of
the facilities to be constructed.
The District has assigned the following work order number to this project WO# 23-062.
All future correspondence to this project must include the work order number provided.
Attached as Exhibit A is a list of forms, application and fees required to comply with the
requirements mentioned above.
If you have any questions, please contact the Engineering Department at (951) 674-3146
Ext. 6705, engservices@evmwd.net.
EVMWD offers a variety of rebates and resources to help our customers save water. For
more information, visit our Water Efficiency page at www.evmwd.com/conservation or
contact our Water Efficiency Specialist at 951-674-3146 x8247.
Respectfully,
Mayra A. Cabrera
Principal Engineer – Development Services
CC: File; City of Lake Elsinore
Attachments: Forms, Applications and Fees
Site Plan
Water and Sewer Map
951-674-3146 | 31315 Chaney Street, Lake Elsinore, CA 92530 | www.evmwd.com
Forms, Applications and Fees
The list below details all the typical forms, application and fees that are submitted to Engineering
Department. ONLY THE CHECKED ITEMS ARE REQUIRED FOR THIS PROJECT.
The application and forms may be downloaded by clicking the hyperlinks below or by visiting the
following website: https://evmwd.com/development/forms-applications-and-related-documents/
1 The fees and deposits noted are the rates at issuance of this letter. The Owner/Developer will be
responsible to pay the most current rates published by the District at the time of payment.
Req.
Items Name Description Fees/Deposit 1
Plan Review
☒ Utility Request Form This form is required to obtain existing
record drawings.
No Fee
Duration – 3-5 days
☒ Studies (Plan Check
Application)
This application is required to initiate
the review of water and sewer studies.
Use the following templates:
Water Study Template
Sewer Study Template
Deposit – min. $5,000.00
Duration – 4 weeks
☒ Plans (Plan Check
Application)
This application is required to initiate
the plan review of the water, sewer and
or recycled water improvement plans.
The plans must conform to the District’s
Standards and Title Block requirements.
Use the following templates:
Easement Template – Required for
public water and/or facilities within
private property.
Water Rights Grant Deed Template –
Required for all multi-family,
commercial, and industrial projects.
Deposit - 3% of Engineers Cost
Estimate (min. $3,500.00)
Duration – 4 weeks
☒ Fire Flow Application
This application is required to request
Fire Flow information from a specific
hydrant within the water system.
Application Fee - $125.00
Fire Flow Credit Card Form
Duration – 3 weeks
☒ Will Serve Application
This application is required to determine
the water and sewer capacity fees for
residential developments. These capacity
fees will be due prior to water meter
installation.
Application Fee - $170.00 for Single
Family Residence or $340.00 for Tract
Fee – Refer to Capacity Fees
Duration – 6 weeks
☒ Commercial Industrial
Information Form
This application initiates the review of
regulatory environmental compliance of
discharges into the sewer system for
commercial and industrial
developments.
No initial fees. Fees will be determined
after application had been reviewed.
Construction
☒ Inspection Application
This application initiates the inspection
for the construction of the project.
Deposit – 16.5% of Engineers Cost
Estimate (15% for inspection services
and 1.5% fee for mapping services) (min.
$7,000.00)
Duration – 3 weeks (Materials
Submittals)