HomeMy WebLinkAbout10-14-20 - Baker Industrial (PA 2020-103) - WO 20-013 Board of Directors General Manager
Andy Morris, President Greg Thomas
Phil Williams,Vice President District Secretary
Darcy Burke, Treasurer z:V= Terese Quintanar
Harvey R. Ryan, Director sore 1/alle Municipal WaterDistrict a Legal Counsel
Elsinore Jared K. McBride, Director y pBest Best& Krieger
Our Mission...
EVMWD will provide reliable, cost-effective, high quality water and wastewater services
that are dedicated to the people we serve.
October 14, 2020
CHI/Acquisitions CA, LP
Attn: Dane Palanjian
527 W 71h Street,Suite 308
Los Angeles,CA 90014
SUBJECT: PLANNING APPLICATION (PA) NO. 2020-103
BAKER ST INDUSTRIAL-LAKE ELSINORE
EVMWD WO# 20-013
On September 29,2020,the District received the subject PA.The project consists of a new industrial warehouse
complex with three (3) buildings of 1,287,740 sq. ft. in total gross floor area on approximately 71.43 acre site
located at the southeast corner of Pierce Street and Baker Street (APN 378-020-014, 015, 016, 028, 029, 030,
031, 036, 037, 038, 039 and 048). The site plan for this project is attached as Exhibit A and the existing water
and sewer map is attached as Exhibit B.The District has the following comments:
• Developer/Owner will be required to schedule a Due Diligence meeting with the District to discuss the
following potential sewer and water requirements:
o Provide a water hydraulic study that analysis the offsite and onsite average day demand,maximum
day demand,peak hour demand and maximum day+fire flow demand.
o Provide a sewer hydraulic study that analysis the onsite and offsite sewer system and
includes an analysis on Nichols Lift Station.
o Provide a Preliminary Design Report for the Lift Station.
o Install onsite and offsite water facilities.
o Install onsite and offsite sewer facilities.
o Install 36"master planned transmission water main.
• Developer/Owner will be required to dedicate to the District an Easement for all onsite public water and
sewer facilities.
• Developer/Owner will be required to dedicate to the District a Water Rights Grant Deed.
• Developer/Owner will be required to submit a Fire Flow Application.
• Developer/Owner will be required to submit a Will Serve Application.This application will detail the water
and sewer capacity fees.
• Developer/Owner will be required to submit, and secure, a Wastewater Industrial Permit from EVMWD
Pre-Treatment Department.
• Developer/Owner will be required to submit a Plan Check Application and plan check deposit for the
water,sewer,sewer forcemain and lift station facilities.
• Developer/Owner will be required to submit an Inspection Application Package with inspection
deposit and complete a Pre-Construction meeting with the District prior to construction on/around
sewer, water, and recycled water facilities.
951.674.3146 31315 Chaney Street
Fax 951.674.9872 P.O.Box 3000
www.evmwd.com Lake Elsinore, CA 92530
Dane Palanjian, CHI/Acquisitions CA, LP
October 14, 2020
Page 2
If you have any questions, please contact the Engineering Department at (951) 674-3146 Ext. 6705,
engservices@evmwd.net.
Respectfully,
aA"'
Mayra Cabrera
Senior Civil Engineer-Development Services
CC: City of Lake Elsinore
Attachment(s): Exhibit A-Site Plan; Exhibit B-Water and Sewer Map
F:\ENGIN\2_Developer Projects\2020\20-013-Nichols Industrial Center\1.Pre Planning\1st PAR Review\10-14-20-Baker Industrial(PA 2020-103)
-WO 20-013.docx
Exhibit A
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- -- MASTER PROJECT PARKING DATA - REQUIRED PARKING
PROJECT SUMMARY:
AB�L _ OFFICE YAREHOUSE WAREHOUSE TOTAL --TOTAL APPROX. SITE AREA: 3,111 ,446 SF
\\ BLDG. LOTS S E I OFFICE AREA E PARKING ARKING 1- PARKING 20,001 REQUIRED PROVIDED
B DG.AREA AREA: 20,000SF 71 .43 AC
SF(1/1000) PARKING PARKING
\ - 1 1 267, 0 SF 26,74 SF 40,696 F 107 ST,LLS 1 40 STALLS 1 TALLS 368 STALLS 248 STALLS
3 2 422 0 0_SF 42,2 1 SF 68 186 SF 120 ST�LLS —40 STALLS 3 0 TALLS 569 STALLS 498 STALLS
S 40STALLS $ TALLS 708 STALLS 415 STALLS BUILDING AREA: 1 ,265,740 SF
TOTALS - 1,287,74-0-SF 98,8140 I SIF 1,188,871 SF 395 ST LLS 120 STALL ,129 FALLS 1,644 STALLS 1,161 STALLS
MASTER PROJECT DATA
-- COVERAGE: 40.68
BLDG. LOTS SITE AREA BLDG.AREA MEZZANINE G.F.A. COVERAGE F.A.R. LANDSCAPE LDSP COVERAGE
1 1 593,523 SF 13.63 AC 263,440 SF 4,000 SF 267,440 SF 44.39% 45.06% 93,756 SF 15.80D/o
2 2 1,046,168 SF 24.02 AC 414,210 SF 8,000 SF 422,210 SF 39.59% 40.36% 272,164 SF 26.02%
3 3 1,471,755 SF 33.79 AC 588,090 SF 10,000 SF 598,090 SF 39.96% 40.64% 531,584 SF 36.12%
TOTALS 3,111,446 SF 71.43 AC 1,265,740 SF 22,000 SF 1,287,740 SF 40.68% 41.39% 897,504 SF 28.85%
SCALE:1"=150'-0"
PIERCE BAKER T R E E T RGA PROJECT NO: 20103 DG
CAD FILE NAME: 20103-00-Ai-01 RGA
DRAWN BY: MG
CHK'D BY: CS
Office COPYRIGHT:RGA,OFFICE OF ARCHITECTURAL DESIGN
of " CITY OF LAKE ELSINOR, CA SHEET TITLE
15231 Alton Parkway,Suite 00 CROW HOLDINGS
Irvine,CA 92618 INDUSTRIAL Al - 1
MARK DATE
PRE-APPLICATION SITE PLAN DATE CONCEPTUAL SITE PLAN
DESCRIPTION
Exhibit B
Water and Sewer Map - Baker St Industrial _ Irt,0 0 a a
Elsinore Valley Municipal Water District
P !"
_ Legend
IVf EVMWD Boundary
EVMWD Sphere of Influence
2 o U nt Street Centerlines
rline s
/�S SOT Oca ❑ Parcels
S T w
w Q eO,y ❑ Waterbodies
w Non Potable Pressure Mains
H
IIIW Air Release
O Opw4Q �S t O — Blowoff
='Q Z Q Distribution Main
KINGS HWY J - Hydrant Lateral
O, w
Sampling Point
� HOFF AVE
OO����� �,. — Transmission Main
Drain Line
CARSON
AVE �\���. Recycled Pressure Main
Distribution Main
A� Transmission Main
GRAYAVE STF Air Release
- Blowoff
Hydrant Lateral
Back Basin Tributary Benefit A
'9 SHALL C�C9� L A
•Q MAR , .Q ( ,O� B
SON Area Excluded
O
GPNE� J�' ti Q\ ► Gravity Mains
0 Lift Station
Ag Line
7- GUt4 S S� �� Ag Line
LP
9L�G� ULMER ST �p���(� RSO NRVs`L gF'OpJ� S��, 1: 13,400
2,233.3 0 1,116.67 2,233.3 Feet This application has been provided to give a visual display of District facilities Notes
and related geographic information. To be sure of complete accuracy,please
check with Engineering staff for the most up to date information.
Data Sources:EVMWD,County of Riverside
10/12/2020 1:49:48 PM