The URL can be used to link to this page

Home My WebLink AboutPAR240056 Full Comment Letter_County John Hildebrand Planning Director Riverside Office  4080 Lemon Street, 12th Floor Desert Office  77-588 El Duna Court. Suite “H” P.O. Box 1409, Riverside, CA 92502-1409 Palm Desert, CA 92211 (951) 955-3200 (760) 863-8277 “Planning Our Future… Preserving Our Past” SENT VIA EMAIL ONLY: guy@buildersmax.com October 7, 2024 Guy Selleck 1207 N East St Anaheim, CA 92805 RE: PRE-APPLICATION REVIEW No. 240056 APN: 371-150-016, Grand Avenue Pre-Application Review No. 240056 proposes to widen a portion of northbound Grand Avenue adjacent to APNs 371-150-001, 371-150-002, and 371-150-016 to 38 ft wide along with a dedicated right turn lane. PAR2400056 also proposed to construct a 40 ft fire access road on APN 371-150-016. The project is partially located in the Lakeland Village District within the Elsinore Area Plan. It is specifically located northeast of Grand Avenue, northwest of Kathryn Way, southwest of Lake Elsinore. This item was scheduled for review by the County’s Development Advisory Committee (DAC) meeting on September 12, 2024, with resulting comments and/or recommended conditions of approval enclosed herein or attached. PLANNING COMMENTS 1. The proposed Project is partially located within the Community Development: Medium High Density Residential (CD:MHDR) land use designation. It is also partially within the Regulated Development Areas Zone (R-D). The rest of the project area, specifically APNs 371-140-001 and 371-150-002, is located within the City of Lake Elsinore. DAC COMMENTS Comments from various DAC Departments (Grading, Environmental Health, Fire, Landscaping, Cultural Biology, Geology, Paleontology, Transportation, Building, and Waste Resources) are provided in detail in the Progress Report (Attachment A). Attached are also comments from outside agencies. DAC SITE PLAN MARK-UPS Please refer to Attachment B, for Site Plan mark-up redlines from various departments. Markups are also available on BlueBeam, Blue Beam ID 680-591-824. Blue Beam invitation was sent to the following email addresses: steve@stevegalvez.com; guyselleck@gmail.com; wai@whengineeringgroup.com. PAR240056 Page 2 of 3 FEES OVERVIEW A listing of potential fees for requested/required entitlements may be reviewed via the County’s adopted Fee Schedule, available online at link below. Note that all staff time spent reviewing submitted materials as well as any presentations made at workshops, scoping meetings and public hearings will tracked and billed against money provided as a deposit. Moreover, note that an initial deposit will not cover the entirety of staff’s review and that it is likely and typical that multiple deposits will be required to see a project from submittal through determination and issuance of permits for construction. Any monies not utilized over the amount of $5.00 in staff’s review will be refunded in accordance with County policies. https://planning.rctlma.org/Development-Process/Fee-Schedule Following approval of the project, note that a variety of additional development impact fees may be levied against the project pursuant to a different fee schedule (attached). As these fees may be unexpected and considerable, it is strongly recommended that the schedule be reviewed to facilitate a full and early understanding of the entirety of the County’s fee structure. REQUIRED STUDIES: 1. Please check the attached Progress Report for required studies. DEVELOPMENT ADVISORY COMMITTEE (DAC) COMMENTS The subject PAR240056 submittal was routed for review and comment by the following DAC reviewers/departments, with resulting comments and/or draft conditions of approval included herein as a Progress Report. Note that not all routed departments may have provided comments The following departments has yet to provide comments on this project: • Cultural . For questions about any review, please contact the individual reviewer at the information provided herein. • Geology: Dave Jones, DJones@Rivco.org • Building and Safety: Mark Nashed, manashed@rivco.org • Transportation (Traffic Study): Eva Covarrubias, ECovarrubias@RIVCO.ORG • Waste Resources: Katherine Avila, kaavila@rivco.org • Biology: Casey Escutia, cescutia@rivco.org • Grading: Sam Gonzalez, sdgonzal@rivco.org • Paleontology: Dave Jones, DJones@RIVCO.ORG • Landscape: Mark Hughes, MARHUGHE@RIVCO.ORG • Transportation (Development Review): Arthur Uata, auata@rivco.org • Trails, Park and Open Space: Krista Mason, KMason@RIVCO.ORG • Flood Control: Robert Macharia, rmachari@rivco.org • Environmental Health: Shantel Bacon, SBacon@RIVCO.ORG • Fire Department: David Myers, david.myers@fire.ca.gov • Cultural: Darren Edgington, dedgingt@rivco.org • Water Quality: Cassandra Simas, CSimas@RIVCO.ORG PAR240056 Page 3 of 3 For any questions about this correspondence or its contents, please contact the applicable Department/representative listed above, or, for Planning Department or general questions about the County’s review of the proposal, I can be reached at (at (951) 955-6573 or via jobing@rivco.org. Sincerely, RIVERSIDE COUNTY PLANNING DEPARTMENT John E. Hildebrand, Planning Director __________________________________ John Obing Project Planner 1 Obing, John From:SCG SE Region Redlands Utility Request <SCGSERegionRedlandsUtilityRequest@semprautilities.com> Sent:Friday, September 13, 2024 8:53 AM To:Obing, John Cc:SCG SE Region Redlands Utility Request Subject:9/13/24-PAR240056 Attachments:20240913080039.pdf CAUTION: This email originated externally from the Riverside County email system. DO NOT click links or open attachments unless you recognize the sender and know the content is safe. Hello, I just reviewed the documents regarding _ PAR240056 SoCalGas Distribution does have facilities in the area. Please note on case to have Developer contact 811 / USA at DigAlert | Utility Locating California | Underground Wire & Cable Locator prior to any excavation / demolition activities so we can Locate & Mark out our facilities. If the Developer needs new gas service, please have them contact our Builder Services group to begin the application process as soon as practicable, at https://www.socalgas.com/for-your- business/builder-services. To avoid delays in processing requests and notifications, please have all Franchise corespondence sent to our Utility Request inbox, at SCGSERegionRedlandsUtilityRequest@semprautilities.com I cover the Southeast Region – Redlands SCGSERegionRedlandsUtilityRequest@semprautilities.com would be your contact for requests in the southeastern ends of LA County, Riverside County, San Bernardino & Imperial Counties. Southeast Region - Anaheim office which is all of Orange County and the southern ends of Los Angeles County; therefore, any Map and/or Will Serve Letter requests you have in these areas please send them to AtlasRequests/WillServeAnaheim@semprautilities.com Northwest Region – Compton HQ For West and Central LA County, your Map Request and Will Serve Letters, will go to SCG-ComptonUtilityRequest@semprautilities.com Northwest Region - Chatsworth For any requests from the northern most parts of LA County all the way up to Visalia, San Luis Obispo, Fresno and Tulare you would contact NorthwestDistributionUtilityRequest@semprautilities.com Transmission For Transmission requests, please contact SoCalGas Transmission, at SoCalGasTransmissionUtilityRequest@semprautilities.com 2 Thank you, Josh Rubal Lead Planning Associate Distribution Planning & Project Management Redlands HQ - Southeast Region (213) 231-7978 OƯice SCGSERegionRedlandsUtilityRequest@semprautilities.com ATTACHMENT A: DAC COMMENTS John Hildebrand TLMA Assistant Director Community Development Planning Case Progress Report As of: October 04, 2024 10:31 am *Please note this is a project status report current only at the time it was printed, and it is subject to change. Project / Case Information: Current Status: LDC Review Case Number: PAR240056 Planner: John Obing Description: Pre-Application Review to consider the widening of Grand Ave, northbound, to 38 ft. wide and provide for a dedicated right turn lane into the property and construct a 40 foot wide fire access road to 371-150-001 & -002. Situs Address: 0 UNASSIGNED 371150016 Project APN(s): 371150001, 371150002, 371150016 LDC Project Review Status: 09/12/2024 Krista Mason Park and Open Space / Park and Open Space Cleared - Recommend Approval A trail review is required. Trail Type: “Combination Trail: Regional Trail/ Class I Bike Path” Coordination with Planning and Transportation- Development Review is required at the time of the development application review process. 09/12/2024 Dave Jones Geology / Planning Cleared - Recommend Approval GEO required 09/12/2024 Shantel Bacon Environmental Health / Environmental Health No Comment 09/12/2024 Dave Jones Paleontology / Planning Cleared - Recommend Approval Paleo Study Required 09/12/2024 Robert Macharia Flood Control / Flood Control Cleared - Recommend Approval 09/12/2024 Young Wook Chang LSPC A Package / Transportation Cleared - Recommend Approval 09/12/2024 Sam Gonzalez Grading / Transportation Cleared - Recommend Approval 09/12/2024 Casey Escutia Biology / Planning Cleared - Recommend Approval Riverside Office • 4080 Lemon Street, 12th Floor P.O. Box 1409, Riverside, California 92502-1409 (951) 955-3200 • Fax (951) 955-3157 Desert Office • 77-588 El Duna Court, Suite H Palm Desert, California 92211 (760) 863-8277 • Fax (760) 863-7040 Page 1 09/12/2024 David Myers Fire: Planning / Office of the Fire Marshal Cleared - Recommend Approval 09/12/2024 Katherine Avila Waste Resources / Waste Resources Cleared - Recommend Approval 09/12/2024 Cassandra Simas Water Quality / Transportation Cleared - Recommend Approval 09/12/2024 John Obing Current / Planning Pending Review 09/12/2024 Darren Edgington Cultural / Planning Pending Review 09/12/2024 Mark Nashed B&S Plancheck / Building & Safety Bypassed 09/12/2024 Arthur Uata Development Review / Transportation Cleared - Recommend Approval 09/12/2024 Eva Covarrubias Traffic Study / Transportation Cleared - Recommend Approval John Obing Project Manager / Planning Assignment Pending Riverside Office • 4080 Lemon Street, 12th Floor P.O. Box 1409, Riverside, California 92502-1409 (951) 955-3200 • Fax (951) 955-3157 Desert Office • 77-588 El Duna Court, Suite H Palm Desert, California 92211 (760) 863-8277 • Fax (760) 863-7040 Page 2 Advisory Notice Document 015 - BS-Grade PAR - GRADING COMMENTS CORRECTIONS: PAR240056 DATE: 09/11/2024 Contact person: Sam D. Gonzalez PH: (951) 295-6959 (cell) EMAIL: sdgonzal@rivco.org The Grading Division has reviewed the submitted for PAR240056. The review was performed on electronic submittal using Bluebeam software. For Grading Division Comments, please see Bluebeam Session ID: 680-591-824. In order to review the comments Bluebeam software is required. A viewer version of Bluebeam is available as a free download here: http://www.bluebeam.com/us/products/free-viewer/ Please request an “Invite” from your “County Planner.” Grading Comments: 1. Indicate whether the access drive is asphalt or concrete. Keep in mind minimum surface grades are .35% for concrete and 1% for all other surface types. 2. Provide Spot Elevations (proposed finish surface elevations) sufficient to demonstrate the streets, driveways, parking lots, valley drains, and drainage grades meet minimum requirements. Spot elevations should be provided at street intersections; cul-de-sac ends; beginning and end of driveways; parking lot extremities, entrances and exits and all grade breaks. 3. Design, so that improvements are located within the property boundaries. 4. It appears that some off-site drainage may be blocked or diverted. Provide additional off-site topography and elevations. 015 - E Health DEH - ECP Comments If previously unidentified contamination or the presence of a naturally occurring hazardous material is discovered at the site, assessment, investigation, and/or cleanup may be required. Contact Riverside County Environmental Health - Environmental Cleanup Programs at (951) 955-8980, for further information. 015 - E Health PAR- DEH Comments PRE-APPLICATION REVIEW TO CONSIDER THE WIDENING OF GRAND AVE, NORTHBOUND, TO 38 FT. WIDE AND PROVIDE FOR A DEDICATED RIGHT TURN LANE INTO THE PROPERTY AND CONSTRUCT A 40 FOOT WIDE FIRE ACCESS ROAD TO 371-150-001 & -002. The Department has minimum lot size requirements for lots proposed to be created and developed based on the use of an OWTS. The minimum lot size for any subdivision of property made pursuant to the Subdivision Map Act proposing to use OWTS shall not be less than 0.5 acre (gross), or less than 2.5 acres (gross) if also proposing individual domestic wells. In proposed subdivisions where high ground water, steep slopes, or poor soil conditions exist, or where there are significant impacts to ground water quality, any or all of the following may be required: an increase in lot size, supplemental treatment, or other mitigating measures as determined by the Department. Where zoning regulations require greater lot sizes, those regulations shall take precedent. Riverside Office • 4080 Lemon Street, 12th Floor P.O. Box 1409, Riverside, California 92502-1409 (951) 955-3200 • Fax (951) 955-3157 Desert Office • 77-588 El Duna Court, Suite H Palm Desert, California 92211 (760) 863-8277 • Fax (760) 863-7040 Page 3 015 - Fire General Fire Department Advisory Comments 1. Fire Department access roads shall be all weather and capable of sustaining 80,000 lbs. Unless otherwise approved, the grade of a fire apparatus access road shall not exceed 16 percent and the cross slope shall not exceed 2.5 percent. The angles of approach and departure for fire apparatus access roads shall be a maximum of 6 percent grade change for 25 feet of approach/departure. Reference CFC 503.1.1, 503.2.1 as amended by the County of Riverside and Riverside County Office of the Fire Marshal Guidelines. 2. Show existing and proposed fire hydrants. 3. Indicate the dedicated turn around area at the end of the road with dimensions. 4. Coordinate with the City of Lake Elsinore for any additional requirements for the proposed buildings within their jurisdiction. Riverside Office • 4080 Lemon Street, 12th Floor P.O. Box 1409, Riverside, California 92502-1409 (951) 955-3200 • Fax (951) 955-3157 Desert Office • 77-588 El Duna Court, Suite H Palm Desert, California 92211 (760) 863-8277 • Fax (760) 863-7040 Page 4 015 - Flood Flood Hazard Report Riverside Office • 4080 Lemon Street, 12th Floor P.O. Box 1409, Riverside, California 92502-1409 (951) 955-3200 • Fax (951) 955-3157 Desert Office • 77-588 El Duna Court, Suite H Palm Desert, California 92211 (760) 863-8277 • Fax (760) 863-7040 Page 5 PAR 240056 FLOOD HAZARD REPORT DAC: 09/12/2024 BB ID: 680-591-824 Preliminary Application Review (PAR) 240056 is a proposal to widen northbound Grand Avenue to 38-feet-wide, provide a dedicated right turn lane into the property, and construct a 40-feet wide fire access Road along the eastern edge of the parcel to the east. These improvements are for the Rome Hill Commercial Park that will also include constructing a 2-story commercial building with offices and warehouses. The commercial building, offices and warehouses will be within the City of Lake Elsinore and the road and access improvements on the parcel to the east will be within unincorporated County of Riverside. The project will be located northwest of the intersection between Kathryn Way and Grand Avenue and is within the Lakeland Village master drainage plan (MDP). The existing site has a mild slope and runoff sheet flows in a northwesterly direction towards Lake Elsinore. From the southeast there is an approximately 320 acres tributary to this project site. The District’s Lakeland Village MDP Line K-1 is proposed to run westerly on Grand Avenue and then northeasterly on APN 371-150-016 before draining into Lake Elsinore and would protect the site from these offsite flows. About a half of the project area lies within FEMAs Zone AE with an additional quarter within FEMAs Zone X (shaded) all regulated by ordinance 458. The area of the floodplain can be found on the District’s webmap: https://content.rcflood.org/webmaps/rcfc.html. Since this project involves a FEMA mapped floodplain with a portion of the project within the City’s limits, the City will be responsible to review and approve the applicant’s studies, calculations, plans, and other information required to meet FEMA requirements. The District has reviewed the submitted street improvement plan. This plan indicates the preliminary locations of the proposed buildings, parking, and street improvements. However, no proposed drainage facilities are included on the submittal for review at this time. In addition, no proposed grading has been included for review with this submittal. To protect the project site from offsite flows and for orderly development, the project will be required to construct Line K-1 or a functional equivalent per the existing Lakeland Village MDP. Storm drains should be constructed within street rights of way whenever possible. Drainage facilities located outside of right-of-way, if required, shall be constructed within dedicated drainage easements. Maintenance access must be provided to storm drain inlets and outlets. The maintenance responsibility for drainage facilities shall be determined when land division and use cases are submitted to the County for processing and review. All proposed storm drain improvements collecting and/or conveying the 100-year storm event shall be maintained by County Transportation Department, if smaller than or equal to 36-inches, or Flood Control, if larger than 36-inches, (based on the MOU) and shall be designed to the corresponding standards. Future submittals shall depict points of concentration where offsite runoff enters the site, and points of discharge from the site, including the drainage area in acres and 100-year storm peak discharge at each point. The applicant shall demonstrate to the District how the site will be protected from these storm flows. This may require the construction of additional storm drains and/or inlets. According to County Ordinance 458, all new buildings and or substantial improvements located within the 500-year floodplain limits of Lake Elsinore shall have their lowest floor elevated a minimum of three (3) feet above said water body’s 100-year water surface elevation to account for wave action. For Lake Elsinore the 100-year surface elevation shall be 1265.7’ (NAVD88). Moreover, Ordinance 458 stipulates that any flood water storage displaced as a result of fill placement within Lake Elsinore’s 100-year floodplain shall be made up by excavating 1.3 times the displaced volume within the elevation range between 1249.4’ and 1265.7’ (NAVD88) to ensure the 100-year water surface is not changed due to the development. Future proposed grading should take this into consideration. As mentioned, the proposed buildings for Rome Hill Commercial Park are currently shown within the City’s limits. Riverside Office • 4080 Lemon Street, 12th Floor P.O. Box 1409, Riverside, California 92502-1409 (951) 955-3200 • Fax (951) 955-3157 Desert Office • 77-588 El Duna Court, Suite H Palm Desert, California 92211 (760) 863-8277 • Fax (760) 863-7040 Page 6 The applicant shall submit a drainage study report for the collection and conveyance of the tributary offsite flows. The hydrology section of the drainage report shall include hydrology calculations based on the District’s Hydrology Manual and its addenda. The section shall include computer modeling input and output and/or hand calculations, hydrology map and any other supporting exhibits to facilitate review. The onsite and offsite flowrate results shall be summarized in the report. In addition, fully discuss, document, and analyze any interim drainage conditions when applicable. The hydraulic section shall discuss facility sizing, storm drain hydraulics, floodplain hydraulic model, and basin routing. The section shall include hydraulic digital files of existing and proposed condition input and output (i.e. WSPG, HEC-RAS, Basin Routing, etc.). Every effort has been made to identify all potential areas of concern for which the District will recommend conditions of approval should this case be filed. However, if during further review of the site and development proposal, additional public safety and health issues are discovered, the District reserves the right to bring such issues to the attention of the hearing body. Any questions pertaining to this project may be directed to Robert Macharia at 951-955-1348 or RMachari@rivco.org. 015 - Planning 015 - Planning - LCP Landscape Concept Plan required at project submittal LCP Landscape Concept Plan required at project submittal Provide a single digital file in PDF form on a non-rewritable Compact Disc (CD) media with a Landscape Concept Plan (LCP) on County standard Transportation Department Title Block plan sheet format (24" x 36"), 1:20 scale, with title block, north arrow, limit of work lines, hardscape features, graphic scale, and street names, etc. Plan shall clearly depict concept designs for the expected future final landscaping, shading, and parking plan. Final landscape plans will be required to be submitted, reviewed, and approved prior to the issuance of building permits. The LCP shall be prepared in a professional manner by a California Licensed/Registered Landscape Architect and signed/stamped by such and include on-site and off-site proposed landscape improvements. For basic guidance, please review Section 18.12, Sections 19.300 through 19.304 of Ordinance No. 348, Ordinance No. 859, and the Riverside County Guide to California Friendly Landscaping. No irrigation system information is required but the plan shall include an estimated annual water use calculation for irrigation on the project. Conceptual plan shall also provide information on the size, number, genus, species, common name, spacing, plant factor, size, and symbol of trees, bushes and ground cover to be provided within landscaped areas and in other open space areas within the project. Plants must be selected from the Riverside County California Friendly Plant List. Water efficient planting materials are encouraged. Special features, such as rockwork, fencing, water features, existing plants to remain, MSHCP regulated areas, ALUC flight areas, recreational trails, and uses shall be identified. Planting plans shall consider existing landscaping on adjacent and nearby properties and provide a logical transition to the on-site landscaping concepts with designs to prevent abrupt contrasts between properties, typically show 300 feet from project boundary. If impacts to on-site or nearby biological resources require special treatments, the planting plans shall be reviewed and approved by a professional biologist from the County's official list. If the project is in the Coachella Valley, the landscape architect shall coordinate with the Riverside County Agricultural Commissioner's for a current list of quarantine plant materials. The number for the Agricultural Commissioner's office is 760-863-8291. Riverside Office • 4080 Lemon Street, 12th Floor P.O. Box 1409, Riverside, California 92502-1409 (951) 955-3200 • Fax (951) 955-3157 Desert Office • 77-588 El Duna Court, Suite H Palm Desert, California 92211 (760) 863-8277 • Fax (760) 863-7040 Page 7 015 - Planning-EPD HANS - JPR Requirement HANS-JPR Requirement This Project is located in the Western Riverside County Multiple Species Habitat Conservation Plan (WRMSHCP) Criteria Area and as such the Project requires a Habitat Acquisition and Negotiation Strategy (HANS) Review. A HANS Application must be filed with Environmental Programs Department (EPD). HANS must be completed and all other MSHCP requirements must be met prior to request for Joint Project Review (JPR). JPR shall be completed by the Regional Conservation Authority (RCA) prior to scheduling this case for any public hearing. Riverside Office • 4080 Lemon Street, 12th Floor P.O. Box 1409, Riverside, California 92502-1409 (951) 955-3200 • Fax (951) 955-3157 Desert Office • 77-588 El Duna Court, Suite H Palm Desert, California 92211 (760) 863-8277 • Fax (760) 863-7040 Page 8 015 - Planning-EPD MSHCP Consistency Analysis Riverside Office • 4080 Lemon Street, 12th Floor P.O. Box 1409, Riverside, California 92502-1409 (951) 955-3200 • Fax (951) 955-3157 Desert Office • 77-588 El Duna Court, Suite H Palm Desert, California 92211 (760) 863-8277 • Fax (760) 863-7040 Page 9 MSHCP Consistency Analysis 9/11/2024 This case falls within the Western Riverside County Multiple Species Habitat Conservation Plan (WRMSHCP). This case is required to provide documentation to comply with the WRMSHCP requirements listed below prior to scheduling this case for any public hearing. A habitat suitability assessment(s) and potentially focused survey(s) for the following species are required to complete WRMSHCP review: Riparian/Riverine Area and Vernal Pool Species (WRMSHCP, Section 6.1.2) [X] An assessment onsite pursuant to Section 6.1.2 shall include the identification and mapping of all Riparian/Riverine and Vernal Pool features and a description of the functions and values of the mapped areas with respect to the species listed under the “Purpose.” Factors to be considered include hydrologic regime, flood storage and flood flow modification, nutrient retention and transformation, sediment trapping and transport, toxicant trapping, public use, wildlife Habitat, and aquatic Habitat. The functions and values assessment will identify areas that should be considered for priority acquisition for the MSHCP Conservation Area, as well as those that affect downstream values related to Conservation of Covered Species. If the mapping required in Section 6.1.2 identifies suitable habitat for any of the six species listed below and the proposed project design does not incorporate avoidance of the identified habitat, focused surveys shall be required. -Least Bell's vireo (Vireo bellii pusillus) -Southwestern willow flycatcher (Empidonax traillii extimus) -Western yellow-billed cuckoo (Coccyzus americanus occidentalis) -Riverside fairy shrimp (Streptocephalus woottoni) -Santa Rosa Plateau fairy Shrimp (Linderiella santarosae) -Vernal Pool fairy shrimp (Branchinecta lynchi) All Riparian/Riverine, Vernal Pools and other species’ suitable habitat identified onsite shall be delineated on the proposed project exhibit submitted through the Planning Department application process. Narrow Endemic Plant Species (WRMSHCP, Section 6.1.3) [ ] Brand's phacelia (Phacelia stellaris) [X] California Orcutt grass (Orcuttia californica) [X] Hammitt's clay-cress (Sibaropsis hammittii) [ ] Johnston's rock cress (Arabis johnstonii) [X] many-stemmed dudleya (Dudleya multicaulis) [ ] Munz's mariposa lily (Calochortus palmeri var. munzii) [X] Munz's onion (Allium munzii) [X] San Diego ambrosia (Ambrosia pumila) [ ] San Jacinto mountain bedstraw (Galium angustifolium ssp. jacinticum) [ ] San Miguel savory (Satureja chandleri) [ ] slender-horned spine flower (Dodecahema leptocerus) [X] spreading navarretia (Navarretia fossalis) [X] Wright's trichocoronis (Trichocoronis wrightii var. wrightii) [ ] Yucaipa onion (Allium marvinii) Criteria Area Species with Additional Survey Requirements (WRMSHCP, Section 6.3.2) [X] Coulter's goldfields (Lasthenia glabrata ssp. coulteri) [X] Davidson saltscale (Atriplex serenana var. davidsonii) [X] little mousetail (Myosurus minimus) Riverside Office • 4080 Lemon Street, 12th Floor P.O. Box 1409, Riverside, California 92502-1409 (951) 955-3200 • Fax (951) 955-3157 Desert Office • 77-588 El Duna Court, Suite H Palm Desert, California 92211 (760) 863-8277 • Fax (760) 863-7040 Page 10 [X] Parish's brittlescale (Atriplex parishii) [X] round-leaved filaree (Erodium macrophyllum) [X] San Jacinto Valley crownscale (Atriplex coronator var. notatior) [X] Smooth tarplant (Centromadia pungens laevis) [X] thread-leaved brodiaea (Brodiaea filifolia) [X] burrowing owl (Athene cunicularia) -- Focused surveys for the plant species listed above may only be undertaken during the blooming period during years with at least normal rainfall (WRMSHCP, Section 6.1.3, page 6-31). Each specific species account should be reviewed in the WRMSHCP Volume 2 Reference Document, Section B, for specific species conservation objectives. [X] Urban Wildlands Interface Guidelines (WRMSHCP, Section 6.1.4) If the proposed project is located in proximity to a WRMSHCP Conservation Area which may result in Edge Effects that would adversely affect biological resources, an Urban/Wildlands Interface analysis will need to be prepared. (See WRMSHCP - Section 6.1.4, pages 6-42 through 6-46). Edge effects associated with existing and future land uses in proximity to the MSHCP Conservation Area shall address: -Drainage -Toxics -Lighting -Noise -Invasive landscape species -Barriers -Grading/Land Development [X] Non MSHCP Covered Species Biological documents prepared for the proposed project must identify the potential for any sensitive species not covered by the Western Riverside County Multiple Species Habitat Conservation Plan. Should the site support habitat for any sensitive species, focused surveys following appropriate protocols will need to be conducted and results submitted to EPD for review prior to any project approval. Please refer to the draft Biological Procedures located at https://planning.rctlma.org/epd/consultants for report guidelines. To view the WRMSHCP online go to http://rctlma.org/Portals/0/mshcp/index.html. EPD requires biological consultants to have a Memorandum of Understanding (MOU) on file with the County prior to any work being performed for an applicant. All biological documents must be submitted to the Environmental Programs Division of the Planning Department directly from the consulting biologist through the PLUS online system. Instructions for uploading documents to PLUS can be found on the EPD webpage at: https://planning.rctlma.org/epd/consultants Riverside Office • 4080 Lemon Street, 12th Floor P.O. Box 1409, Riverside, California 92502-1409 (951) 955-3200 • Fax (951) 955-3157 Desert Office • 77-588 El Duna Court, Suite H Palm Desert, California 92211 (760) 863-8277 • Fax (760) 863-7040 Page 11 015 - Planning-GEO Gen - Custom PRIOR TO SCHEDULING OF ANY IMPLEMENTING PROJECT (TRACT MAP, PARCEL MAP, PLOT PLAN, CONDITIONAL USE PERMIT, ETC.) FOR A PUBLIC HEARING/ACTION, THE FOLLOWING REPORT SHALL BE SUBMITTED TO AND APPROVED BY THE COUNTY GEOLOGIST: A geologic/geotechnical investigation report. The investigation shall address geologic hazards including, but not necessarily limited to, slope stability, rock fall hazards, landslide hazards, surface fault rupture, fissures, liquefaction potential, collapsible and/or expansive soils, hydroconsolidation, subsidence, wind and water erosion, debris flows, seiche, and groundshaking potential. The report must be signed and stamped by the registered geologist and engineer responsible for its content. For completeness and direct correlation to the proposed project, the consultant shall be provided the most recent copy of the project case exhibit (tract map, parcel map, plot plan, CUP, etc.) for incorporation into the consultant’s report. Furthermore, the consultant shall plot all appropriate geologic and geotechnical data on this case exhibit and include it as an appendix/figure/plate in their report. The geologic/geotechnical investigation report shall be reviewed and approved by the County Geologist prior to scheduling this case for a public hearing. Note: In order to initiate review of the subject report, acquisition of a County geologic report (GEO) number and submittal of review applications is required. All reports should be signed electronic copies in PDF format. The following are links to help with the submittal process: https://planning.rctlma.org/sites/g/files/aldnop416/files/users/user91/PLUS_Online_Upload_Instructions_ Geology.pdf https://planning.rctlma.org/sites/g/files/aldnop416/files/users/user91/Filing_Instructions_Geology_Report _Review_Application.pdf https://planning.rctlma.org/sites/g/files/aldnop416/files/users/user91/Supplemental_Information_Form_G EO.pdf After submitting the required applications/forms online, the report(s) and project plans should be uploaded to the corresponding GEO Case on PLUS. If applicant has any questions, please email the County’s Chief Engineering Geologist directly at jculotta@rivco.org. The issued GEO number should be referenced with all correspondence. The applications/forms and/or reports should not be sent to the Planner or County Geologist for submittal. The applicant and their consultant should also be aware that County Ordinance 457.98 requires a grading permit for any exploratory excavations consisting of 1000 cubic yards or greater in any one location of one acre or more. This applies to all trenching, borings and any access road clearing/construction that may be necessary. Riverside Office • 4080 Lemon Street, 12th Floor P.O. Box 1409, Riverside, California 92502-1409 (951) 955-3200 • Fax (951) 955-3157 Desert Office • 77-588 El Duna Court, Suite H Palm Desert, California 92211 (760) 863-8277 • Fax (760) 863-7040 Page 12 015 - Planning-PAL Gen - Custom PRIOR TO SCHEDULING OF ANY IMPLEMENTING PROJECT FOR A PUBLIC HEARING/ACTION, THE FOLLOWING PALEONTOLOGICAL REPORT SHALL BE SUBMITTED TO AND APPROVED BY THE COUNTY GEOLOGIST: A Paleontological Resources Investigation Report. The investigation and report shall include, at a minimum, appropriate literature research, personnel interviews as appropriate, site geologic mapping, discussion and description of specific geologic formations/units encountered at the site, and a description of any/all paleontological resources found and/or anticipated to be present at the site. The report shall state the extent and potential significance of the paleontological resources that may exist within the proposed development and provide appropriate measures through which the impacts of the proposed development may be mitigated. In addition, the paleontological consultant shall plot all appropriate geologic and paleontological data on the parent case exhibit and include it as an appendix/figure/plate in their report. All reports shall be signed by the qualified paleontologist responsible for the report’s content. All reports shall also be signed by all other parties responsible for the report’s content (eg. Professional Geologist), as necessary. A signed electronic copy of the report, project plans, and all required review applications shall be uploaded to the County’s PLUS Online System. Please use the following for this purpose: https://planning.rctlma.org/sites/g/files/aldnop416/files/users/user91/Filing_Instructions_Paleontological_ Report_Review_Application.pdf https://planning.rctlma.org/sites/g/files/aldnop416/files/users/user91/PLUS_Online_Upload_Instructions_ Paleontology.pdf https://planning.rctlma.org/sites/g/files/aldnop416/files/users/user91/Supplemental_Information_Form_P ALEO.pdf Reports and/or review applications are not to be submitted directly to the County Geologist, Project Planner, Land Use Counter, Plan Check, or any other County office. 015 - Transportation RCTD-PAR-WQ - WQMP CHECKLIST Complete a WQMP checklist and submit with the project's entitlement application. If a WQMP is required, please submit to the Transportation Department for review. Forms and more information can be found on the Transportation WQMP website at: https://rctlma.org/trans/Land-Development/WQMP Riverside Office • 4080 Lemon Street, 12th Floor P.O. Box 1409, Riverside, California 92502-1409 (951) 955-3200 • Fax (951) 955-3157 Desert Office • 77-588 El Duna Court, Suite H Palm Desert, California 92211 (760) 863-8277 • Fax (760) 863-7040 Page 13 ATTACHMENT B: PLAN MARK-UPS VICINITY MAPNOT TO SCALEPROJECT LOCATIONGRAND AVENUEK A T H L Y N W A YVAILS T R E E T TURNERSTREETKATHLYN WAYTURTLE DOVE DRIVE21'38'59'9'DEDICATION50'VARIES5'S/WVARIESEXISTINGR/W℄PROPOSED EASTR/W2%2:12:123'-5"EXIST PAVEMENTPROPOSEDAC PVMT.PROPOSEDBASE COURSEPROPOSEDMEANDERINGSIDEWALK17'38'55'EXISTING WESTR/W2%2:12:1EXISTINGCURBEXIST. ACPVMT.SECTION A-ANTS2%2%14'-6"WIDENINGGENERAL NOTES1.PROPOSED LAND USE: COMMERCIAL STORAGE AND OFFICE SPACE2.EXISTING LAND USE: VACANT3.PROPOSED ZONING: COMMERCIAL MANUFACTURING (C-M )4.EXISTING ZONING:RUAL RESIDENTIAL (R-D), HIGH DENSITY RESIDENTIAL (R-3), CONSERVATION AREAS (W-1),GENERAL COMMERCIAL (C-1) , COMMERCIAL PROFESSIONAL OFFICE (C-P)5.SURROUNDING ZONING: RUAL RESIDENTIAL (R-D), HIGH DENSITY RESIDENTIAL (R-3), CONSERVATION AREAS (W-1),GENERAL COMMERCIAL (C-1) , COMMERCIAL PROFESSIONAL OFFICE (C-P)6.METHOD OF SEWAGE DISPOSAL: CONNECT TO PUBLIC SEWER LINE7.OCCUPANCY GROUP FOR PROPOSED STRUCTURE: B, S-18.CONSTRUCTION TYPE FOR PROPOSED STRUCTURE: II,B SPRINKLERED.9.UTILITIES AND SERVICES:WATER-ELSINORE VALLEY MUNICIPAL WATER DISTRICT (EVMWD)SEWER- ELSINORE VALLEY MUNICIPAL WATER DISTRICT (EVMWD)ELECTRICITY-SOUTHERN CALIFORNIA EDISON COMPANYTELEPHONE-SPECTRUMCABLE-SPECTRUMGAS- SOUTHERN CALIFORNIA GAS COMPANYFIRE PROTECTION-RIVERSIDE COUNTY FIRE DEPARTMENTSCHOOL DISTRICT-LAKE ELSINORE UNIFIED SCHOOL DISTRICT10.ASSESSOR'S PARCEL NO.:371-150-001 & 371-150-002 & 371-150-01611.THE PROPERTY IS LOCATED IN FEMA FLOOD ZONE AE WITH FLOOD ELEVATION AT 1265.67 PER MAP 06065C2039G REVISED APRIL 28, 2008.12.THIS PROPERTY IS IN LAKE ELSINORE SPECIFIC PLAN: REZONE 2 PROPERTIES FROM HIGHT DESIGN RESIDENTIAL (R-3)13.THIS PROPERTY IS NOT WITHIN A COMMUNITY SERVICES DISTRICT.14.THERE IS NO EXISTING BUILDING ON SITE.15.LAND IS NOT SUBJECT TO LIQUEFACTION OR OTHER GEOLOGICAL HAZARDS.16.SCHEDULE OF IMPROVEMENTS: SCHEDULE "A"CLEAN AIRVAN POLLEVCSCLEAN AIRVAN POLLEVCSCLEAN AIRVAN POLLEVCSCLEAN AIRVAN POLLEVCSCLEAN AIRVAN POLLEVCSCLEAN AIRVAN POLLEVCSCLEAN AIRVAN POLLEVCSCLEAN AIRVAN POLLEVCSCLEAN AIRVAN POLLEVCS CLEAN AIRVAN POLLEVCS TURNER STREETBLOCK DLOT 17MB 6/296 SDAPN 371-160-004APN 371-090-004APN 371-090-010APN 371-090-003APN 371-150-015APN 371-150-004APN 371-150-006APN 371-150-007APN 371-150-008APN 371-150-002APN 371-190-002APN 371-150-001APN 371-190-001APN 371-160-0071210'320'N37°06'14"E 1359.58'N52°55'28"W 225.00'N37°06'14"E 1309.74'N52°53'00"W 225.00'APN 371-130-004APN 371-130-005APN 371-130-006APN 371-130-007APN 371-130-008APN 371-130-009APN 371-130-010APN 371-130-011APN 371-130-012APN 371-130-013APN 371-130-014APN 371-130-015APN 371-130-016APN 371-130-017APN 371-150-016APN 371-150-008APN 371-150-009GRAND AVENUECLVAIL STREETCL40'50'APN 371-170-022APN 371-170-032APN 371-114-01355'APN 371-117-026APN 371-090-001APN 371-090-002APN 371-090-003APN 371-090-004APN 371-070-00130'30' S DYHS GV USMAIL USMAILUSMAIL USMAIL CHAIN LINK FENCECHAIN LINK FENCECHAIN LINK FENCE60066231947.462175247.421282.7860086231396.162175722.951272.0760106232716.382176495.631267.6260126232285.732176764.001257.951280.31280.71285.51265.41265.21265.61265.31271.31267.51265.21265.61266.61265.51265.51265.71266.21266.31267.61268.41269.51270.51271.51272.41273.61274.61266.71266.91267.41267.81268.31268.21268.41268.81268.71269.21269.41269.41269.81270.71270.71270.81271.41272.21271.81271.81273.41273.41272.81273.31274.31274.21274.61265.61266.41265.21267.61266.51265.51267.51269.61270.51271.41271.51271.51272.51273.41273.61274.51273.51275.51275.51275.31275.51275.61277.71277.81276.71277.61280.41280.71281.31273.51271.51270.51266.71276.41269.61266.51280.51267.7SCATTERED BRUSHSCATTERED BRUSHSCATTERED BRUSHSCATTERED BRUSHSCATTERED BRUSHSCATTERED BRUSHSCATTERED BRUSHTANKGROUND NOT VISIBLEGROUND NOT VISIBLEGROUND NOT VISIBLEXXXXXXXXXXXX XXXXXXXXXDYH S CHAIN LINK FENCECHAIN LINK FENCEBLOCK WALLBLOCK DPOR. LOT 19MB 6/296 SDBLOCK DPOR. LOT 19MB 6/296 SDN37°06'14"E50.00'N52°53'00"W 225.00'FD MAG & WASHER W/TAG"RIV CO. TRANS DEPT.", FLUSH1309.58'2%2%℄A.C. PAVEMENTA.C. PAVEMENT &BASE6" CURB2%8"20'20'35'-8"75'-8"SECTION B-BNTS⅊⅊SOUTHNORTH2%2%CLEAN AIRVAN POLLEVCSCLEAN AIRVAN POLLEVCSCLEAN AIRVAN POLLEVCSCLEAN AIRVAN POLLEVCSCLEAN AIRVAN POLLEVCSCLEAN AIRVAN POLLEVCSCLEAN AIRVAN POLLEVCSCLEAN AIRVAN POLLEVCSCLEAN AIR VAN POLL EVCS CLEAN AIR VAN POLL EVCS BLOCK DLOT 17MB 6/296 SDAPN 371-160-004APN 371-090-010APN 371-150-015APN 371-150-004APN 371-150-006APN 371-150-007APN 371-150-008APN 371-150-002APN 371-150-0011210'320'N37°06'14"E 1359.58'N52°55'28"W 225.00'N37°06'14"E 1309.74'N52°53'00"W 225.00'APN 371-130-004APN 371-130-005APN 371-130-006APN 371-130-007APN 371-130-008APN 371-130-009APN 371-130-010APN 371-130-011APN 371-130-012APN 371-130-013APN 371-130-014APN 371-130-015APN 371-130-016APN 371-130-017APN 371-150-016APN 371-150-008APN 371-150-009GRAND AVENUECL40'50'APN 371-170-022APN 371-170-032APN 371-114-01355'APN 371-117-026APN 371-090-001APN 371-090-002APN 371-090-003APN 371-090-004APN 371-070-00130'30'SDYHXSGVUSMAILUSMAILUSMAILUSMAILCHAIN LINK FENCECHAIN LINK FENCECHAIN LINK FENCE60066231947.462175247.421282.7860086231396.162175722.951272.0760106232716.382176495.631267.6260126232285.732176764.001257.951280.31280.71285.51265.41265.21265.61265.31271.31267.51265.21265.61266.61265.51265.51265.71266.21266.31267.61268.41269.51270.51271.51272.41273.61274.61266.71266.91267.41267.81268.31268.21268.41268.81268.71269.21269.41269.41269.81270.71270.71270.81271.41272.21271.81271.81273.41273.41272.81273.31274.31274.21274.61265.61266.41265.21267.61266.51265.51267.51269.61270.51271.41271.51271.51272.51273.41273.61274.51273.51275.51275.51275.31275.51275.61277.71277.81276.71277.61280.41280.71281.31273.51271.51270.51266.71276.41269.61266.51280.51267.7SCATTERED BRUSHSCATTERED BRUSHSCATTERED BRUSHSCATTERED BRUSHSCATTERED BRUSHSCATTERED BRUSHSCATTERED BRUSHTANKGROUND NOT VISIBLEGROUND NOT VISIBLEGROUND NOT VISIBLEXXXX XXXXXXXXXXXXXXXXXXXXXXXXXX X XXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXX X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXDYHS CHAIN LINK FENCECHAIN LINK FENCEBLOCK WALLBLOCK DPOR. LOT 19MB 6/296 SDBLOCK DPOR. LOT 19MB 6/296 SDN37°06'14"E50.00'N52°53'00"W 225.00'FD MAG & WASHER W/TAG"RIV CO. TRANS DEPT.", FLUSH1309.58'℄ GRAND AVENUE40'35'-8"75'-8" 40' 28'47'-8"AABB20'75' 75' 75'-8" 75'40 FOOT EMERGENCY FIRE ACCESS DRIVEWAY⅊ LINE⅊ LINE⅊ LINEAPN 371-150-001APN 371-150-002APN 371-150-016APN 371-130-011 APN 371-130-013 APN 371-130-014 APN 371-130-015 APN 371-130-016 APN 371-090-001 APN 371-090-002 APN 371-090-003 APN 371-090-004 APN 371-130-017 APN 371-070-001 APN 371-130-012 APN 371-130-010 APN 371-130-009 APN 371-130-008 APN 371-130-007 APN 371-130-006APN 371-130-005APN 371-130-004APN 371-150-006APN 371-150-004APN 371-150-007APN 371-150-008 APN 371-150-009 38'-6"55'R/W59'NEW R/W⅊ LINE36'11'-8"12'420' TAPER 420' TAPER38'40'SIGHT DISTANCE 495'SIGHT DISTANCE 495'SIGHT DISTANCE 495'SIGHT DISTANCE 495'R12'R12'27'-3"28'NEW R/WEXIST R/W11'RIGHT TURN LANE14'-6"WIDENING9'DEDICATIONZONE C1/C-P, W-1 ZONE W-1 ZONE R-D, W-1ZONE R-D, W-1ZONE R-D, W-1 ZONE R-D, W-1 ZONE R-D, W-1 ZONE R-D, W-1 ZONE R-D, W-1 ZONE W-1 ZONE W-1 ZONE W-1 ZONE W-1 ZONE W-1 ZONE W-1 ZONE W-1 ZONE W-1 ZONE W-1ZONE W-1ZONE C-1, C-P, R-3, R-D, W-1ZONE C-1, C-P, R-3, R-D, W-1ZONE C-1, C-P, R-3, R-D, W-1ZONE: C-1, C-PR-3, R-D, W-1ZONE: C-1, C-PR-3, R-D, W-1ZONE: C-1, C-PR-3, R-D, W-1ZONE: C-1, C-P R-3, R-D, W-1 ZONE: C-1, C-P R-3, R-D, W-1 (CITY OF LAKE ELSINORE )(CITY OF LAKE ELSINORE )(COUNTY OF RIVERSIDE )STREET IMPROVEMENT PLANSCALE 1" = 70'SCALE 1"=70'14070035701051401NORTH-CA: 2380 QUME DR., STE E, SAN JOSE, CA 95131SOUTH-CA: 548 WALD, IRVINE, CA 92618INFO@WHENGINEERINGGROUP.COMPHONE: 949-229-3357W.H. ENGINEERING GROUP18240 GRAND AVENUELAKE ELSINORE, CA 92530STREET IMPROVEMENT PLANEEXP. 3/31/25NO. C 83487ACIIVFETOCTSALAOR N I RIL FSI LINWAECH OPD RFERE E UNAMGNENALINEISON GTSIGER6/26/2024REVISIONSAPPR.DATETHESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THEAPPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWSAND HAVE BEEN FOUND ACCEPTABLEREMON HABIB, RCE No. 83156CITY ENGINEERCITY OF LAKE ELSINOREDATEPREPARED BY:SCALE: PER PLANDATE:BENCH MARK:CITY OF LAKE ELSINORESHEETOFSHEETSFILE No.SEALMARK12022736/26/2024STREET IMPROVEMENT PLANFORROME HILL COMMERCIAL PARK18240 GRAND AVENUE, LAKE ELSINORE, CA 92530APN: 371-150-001 & 371-150-002 & 371-150-016PRE APPLICATION REVIEW (CATEGORY II)APN: 371-150-001, 371-150-002, & 371-150-016PROPOSED DEVELOPMENT:CONSTRUCT 2-STORY COMMERCIAL BUILDING WITH OFFICES ND WAREHOUSES. (THIS PORTION IS WITHIN CITY OF LAKE ELSINORE)WIDEN GRAND AVENUE NORTHBOUND TO 38' WIDE AND PROVIDE DEDICATED RIGHT TURN LANE INTO THE PROPERTY.CONSTRUCT 40' WIDE FIRE ACCESS ROAD TO APN:371-150-016PROJECT SITEGRAND AVENUE 40 FOOT EMERGENCY FIRE ACCESSNATIONAL GEODETIC SURVEYBM F-307ELEVATION: 1276.10DATUM:NGVD 88MeetingComment AgendaFinalCASE:PLANNER:DATE:EXHIBIT:4PAR2400569-12-2024J ObingGradingLIGHT ORANGE = TRANSPORTATION DEPARTMENT COMMENTSBLUE = FLOOD CONTROL DISTRICT COMMENTSGREEN = ENVIRONMENTAL PROGRAMS DEPARTMENT COMMENTSPURPLE = PLANNING DEPARTMENT COMMENTSBROWN = BUILDING & SAFETY GRADING DIVISION COMMENTSLIGHT GREEN = REGIONAL PARKS & OPEN SPACE DISTRICT COMMENTSLEGENDRED = FIRE DEPARTMENT COMMENTSYELLOW = ENVIRONMENTAL HEALTH DEPARTMENT COMMENTSLIGHT BLUE = BUILDING & SAFETY PLAN CHECK COMMENTSORANGE = WASTE MANAGEMENT DEPARTMENT COMMENTS PAR240056 Mark-Ups.pdf Markup Summary Subject: Area Measurement Page Label: [1] STREET IMPROVEMENT PLAN Author: David Myers Date: 9/3/2024 4:20:25 PM Status: Color: Layer: Space: 32,446 sf Area Measurement (1) Subject: Arrow Page Label: [1] STREET IMPROVEMENT PLAN Author: Art Uata Date: 9/10/2024 2:35:07 PM Status: Color: Layer: Space: Arrow (6) Subject: Arrow Page Label: [1] STREET IMPROVEMENT PLAN Author: Art Uata Date: 9/10/2024 2:35:13 PM Status: Color: Layer: Space: Subject: Arrow Page Label: [1] STREET IMPROVEMENT PLAN Author: Sam Date: 9/11/2024 10:38:56 AM Status: Color: Layer: Space: Subject: Arrow Page Label: [1] STREET IMPROVEMENT PLAN Author: Sam Date: 9/11/2024 10:39:04 AM Status: Color: Layer: Space: Subject: Arrow Page Label: [1] STREET IMPROVEMENT PLAN Author: Sam Date: 9/11/2024 10:34:18 AM Status: Color: Layer: Space: CLEAN A IRVAN PO LLEVCS CLEA N A IRVAN PO LLEVCS CLEAN AIRVAN P O L L EVCSCLEAN AIRVAN P O L L EVCSAPN 371-150-002 APN 371-150-001 N37°06'14"E 1359.58' 12 6 5 . 2 12 6 5 . 6 12 6 5 . 5 12 6 5 . 5 12 6 5 . 7 12 6 6 . 2 12 6 6 . 3 126 6 . 7 126 6 . 9 126 7 . 4 12 6 7 . 8 12 6 8 . 3 126 7 . 6 SC A TTERED B R U S H X X X X X X X X X X BLOCK WALL BLOCK D POR. L O T 1 9 MB 6/2 9 6 S D 1309.58' ⅊ LINE APN 371-150-001 APN 371-150-002 ZONE C-1, C-P, R-3, R-D, W-1 ZONE C-1, C-P, R-3, R-D, W-1 32,446 sf NER STREET APN 371-150-009 LOCK D LOT 1 9 296 SD 28'47'-8 75'-8"75'APN 371-150-009⅊ LINE-D, W-1 ZONE: C-1, C-PR-3, R-D, W-1(COUNTY APN 371-150-016 APN 371-150-008 1 2 6 6 . 5 1 2 6 5 . 5 GROU N D NOT V IS I BL EX40'75EWAY APN 3 N 371-150-008ZONE C-1, ONE: C-1, C-PR-3, R-D, W-12% ℄ A.C. PAVEMENT 8" 20' 75'-8"⅊SOUTH 2% Subject: Arrow Page Label: [1] STREET IMPROVEMENT PLAN Author: Sam Date: 9/11/2024 10:42:58 AM Status: Color: Layer: Space: Subject: Callout Page Label: [1] STREET IMPROVEMENT PLAN Author: Art Uata Date: 9/10/2024 2:13:57 PM Status: Color: Layer: Space: Move the dwy so the return project the existing power pole from traffic circulation, typical. Callout (8) Subject: Callout Page Label: [1] STREET IMPROVEMENT PLAN Author: Art Uata Date: 9/10/2024 2:38:38 PM Status: Color: Layer: Space: Provide sight distance analysis per County Std. No. 821. Subject: Callout Page Label: [1] STREET IMPROVEMENT PLAN Author: Art Uata Date: 9/10/2024 2:16:48 PM Status: Color: Layer: Space: Evaluate the the CL offset at the intersection. This is a traffic safety concerns. Subject: Callout Page Label: [1] STREET IMPROVEMENT PLAN Author: Art Uata Date: 9/10/2024 2:38:31 PM Status: Color: Layer: Space: Widen the AC to 42' half-width pavement on 59' half-wdith RW to provide a 12' right turn lane approaching the proposed driveway, per std. 93, note 8. Subject: Callout Page Label: [1] STREET IMPROVEMENT PLAN Author: Art Uata Date: 9/10/2024 2:53:05 PM Status: Color: Layer: Space: Provide 6' sidewalk at curb adjacent per std. 401; and provide 9' sidewalk at curb adjacent at the bus stop. TURNER STREET 7 APN 371-150-008 APN 371-150-008 126 6 . 5 265 . 5 GR O U N D NO T V I S I B L EXXX OR. LO T 1 9 MB 6/2 9 6 S D40'CESS DRIVEWAY APN 371-150-016 APN 371-150-008⅊ L ZONE C-1, C-P, R-3, R-D, W-1 ZONE: C-1, C-PR-3, R-D, W-1ZONE: C-1, C-PR-3, R-D, W-1APN 371-150-015 APN 371-150-004 APN 371-150-006 APN 371-150- S USMAIL USMAIL USMAILUSMAIL CHAIN LINK FENCE 60 0 6 62 3 1 9 4 7 . 4 6 21 7 5 2 4 7 . 4 2 12 8 2 . 7 8 12 1271. 4 1271 . 5 127 2 . 5 127 3 . 4 127 3 . 6 12 7 4 . 5 127 7 . 8 127 7 . 6 128 1 . 3 N37°06'14"E50.00'52°53'00"W 225.00 ' AG FLUSH 40'35' 75'-8"B20'75'40 FOOT EMERGENCY FIRE AC APN 371-150-006APN 371-150-004APN 371-150-007420' TAPER40'27'-3"28ZONE: C-1, C-PR-3, R-D, W-1ZONE: C-1, C-PR-3, R-D, W-1STREET IMPROVEMENT PLAN SCALE 1" = 70'Move the dwy so the return project the existing power pole from traffic circulation, typical. APN 371-150-015 APN 371-150-004 APN 371-150-006 USMAIL USMAIL USMAIL USMAIL CHAIN LINK FENCE 127 2 . 5 12 7 3 . 4 12 7 3 . 6 12 7 4 . 5 12 7 7 . 8 127 7 . 6 N37°06'14"E 50.00'N52°53'00"W 225.00'40'35'-8"75'-8"B20'75'40 FOOT EMER APN 371-150-006APN 371-150-004NEW R/W ZONE: C-1, C-PR-3, R-D, W-1ZONE: C-1, C-PSTREET IMPROVEMENT SCALE 1" = 70' Provide sight distance analysis per County Std. No. 821. APN 371-150-015 APN 371-150-004 APN 371-150-006 APN 371-117-02630'30'S USMAIL USMAIL USMAILUSMAIL CHAIN LINK FENCE 600 6623 1 9 4 7 . 4 6 21 7 5 2 4 7 . 4 2 12 8 2 . 7 8 1271.4 127 2 . 5 1273 . 4 127 3 . 6 127 4 . 5 1277 . 8 127 7 . 6 1280. 4 128 0 . 7 1281 . 3 N37°06'14"E50.00'N52°53'00"W 225 .00 ' FD MAG & WASHER W/TAG"RIV CO. TRANS DEPT.", FLUSH 40'35'-8 75'-8"B20'75'40 FOOT EMERGEN APN 371-150-006APN 371-150-004NEW R/W 420' TAPER40'SIGHT DISTANCE 495'27'-3"28'ZONE: C-1, C-PR-3, R-D, W-1ZONE: C-1, C-PR-3, R-D, W-1STREET IMPROVEMENT PL SCALE 1" = 70' Evaluate the the CL offset at the intersection. This is a traffic safety concerns. 17'38 2%2:1 2:1 EXISTING CURB EXIST. A PVM CLEAN AI R VAN POL L EVCS CLEAN A I R VAN PO L LEVCS 20'N52°53'00"W 225.00' APN 371-130-004 APN 371-13 GRAND AVENUECL40'50' APN 371-170-032 APN 371-114-013 55' S DYH XGV CHAIN LINK FENCE CHAIN LINK FENCE 60 0 8 62 3 1 3 9 6 . 1 6 217 5 72 2 . 9 5 127 2 . 0 7 1 1268.41269.5 127 0 . 5 1271. 5 1272.4 127 3 . 6 1274. 6 1268 . 4 1269 . 2 1269.4 1269. 8 127 0 . 7 1270 . 7 1271 . 41272.2 1271 . 8 1273. 4 1273. 4 1272 . 8 1274. 3 1274. 2 1274 . 6 1275. 5 1275.5 1275. 6 1276 . 7 1273. 5 1271 . 5 1270.5 1266.7SCATT E R E D BR U S H X X X X X X X X X X X X X X X XX X XDYH SCHAIN LINK FENCE ND AVENUEA A APN 371-130-005APN 371-130-00436'11'-8"12'420' TAPERCE 495'SIGHT DISTANCE 495'ANCE 495'R12'R12' NEW R/W EXIST R/W 11' 9' DEDICATION ZONE C1/C-P, W-1ZONE W-1Widen the AC to 42' half-width pavement on 59' half-wdith RW to provide a 12' right turn lane approaching the proposed driveway, per std. 93, note 8. S/W 2% PROPOSED AC PVMT. OPOSED COURSE PROPOSED MEANDERI SIDEWALK 2% 14'-6" WIDENING 0908Provide 6' sidewalk at curb adjacent per std. 401; and provide 9' sidewalk at curb adjacent at the bus stop. Subject: Callout Page Label: [1] STREET IMPROVEMENT PLAN Author: Art Uata Date: 9/10/2024 3:02:35 PM Status: Color: Layer: Space: Coordinate with RTA for bus stop improvements and requirements. Subject: Callout Page Label: [1] STREET IMPROVEMENT PLAN Author: Art Uata Date: 9/12/2024 10:59:07 AM Status: Color: Layer: Space: Evaluate existing residents adjacent to the project for access to public maintained road. Please provide legal documents that there is access easement for existing residents use to access Grand Ave. Typical, show and label existing driveways and gate to existing residents. Provide driveway improvement to existing resident as it access proposed drive isle. Subject: Callout Page Label: [1] STREET IMPROVEMENT PLAN Author: Art Uata Date: 9/10/2024 2:54:41 PM Status: Color: Layer: Space: Move onsite improvement to within the project boundary. Show existing power pole. Consider moving the curb north to protect power pole from traffic circulation. Subject: Ellipse Page Label: [1] STREET IMPROVEMENT PLAN Author: Art Uata Date: 9/10/2024 2:33:14 PM Status: Color: Layer: Space: Ellipse (2) Subject: Ellipse Page Label: [1] STREET IMPROVEMENT PLAN Author: Art Uata Date: 9/10/2024 2:52:55 PM Status: Color: Layer: Space: Subject: Line Page Label: [1] STREET IMPROVEMENT PLAN Author: Art Uata Date: 9/10/2024 2:35:25 PM Status: Color: Layer: Space: Line (2) 2%2:1 2:1 EXISTINGCURB EXIST. AC PVMT. SECTION A-A NTS 2%CLEAN AIRVAN POLLEVCS CLEAN A I R VAN POL L EVCS CLEAN A I R VAN PO L LEVCS CLEAN AIRVAN POLLEVCS CLEAN A I R VAN PO L LEVCS CLEAN AIRVAN POLLEVCS CLEAN A I R VAN PO L LEVCS CLEAN AIRVAN POLLEVCS 3 20'N52°53 '00"W 225 .00 ' APN 371-130-004 APN 371-130-005 GRAND AVENUECL40'50' N 371-170-022 APN 371-170-032 APN 371-114-013 55' S DYH XGV CHAIN LINK FENCE CHAIN LINK FENCE 600 8623 1 3 9 6 . 1 6 217 5 7 2 2 . 9 5 127 2 . 0 7 1266. 6 1267. 6 1268.41269.5 127 0 . 5 1271. 5127 2 . 4 1273.6 1274. 6 1266.7 1266. 9 1267.8 1268 . 3 1268. 2 1268. 4 1268.8 1268. 7 1269.2 1269 . 4 1269.4 1269. 8 1270. 7 1270 . 7 1270.8 1271.4 1272 . 2 1271 . 8 1271. 8 1273. 4 1273 . 4 1272. 8 1273.3 1274. 3 1274.2 1274. 6 1271. 5 1273. 5 1275 . 5 1275. 5 1275 . 3 1275. 5 1275. 6 1277.7 1276 . 7 1273.5 1271. 5 1270.5 1266.7 1276. 4 1269. 6 SCATT E R E D B R U S H SCAT T E R ED B R US H SCA T T E RE D B RU S H SCAT T ER E D BR U S H X X X X X X X X X X X X X X X X X X XX X X X X X XX X X DYH S CHAIN LINK FENCE BLOCK WAL ℄ GRAND AVENUEA A B APN 371-130-005APN 371-130-00438'-6" 55' R/W 59' NEW R/W36'11'-8"12'420' TAPER38'SIGHT DISTANCE 495'SIGHT DISTANCE 495'SIGHT DISTANCE 495'R12'R12' NEW R/W EXIST R/W 11' RIGHT TURN LANE 14'-6" WIDENING 9' DEDICATION ZONE C1/C-P, W-1ZONE W-1Coordinate with RTA for bus stop improvements and requirements. TURNER STREET VAIL STREET CL APN 371-170-022 APN 371-170-032 APN 371-114-013 APN 371-117-026 30' 30' DYH FD MAG & WASHER W "RIV CO. TRANS DEP -150-015 APN 371-150-004 APN 371-150-006 APN 371-150-007 APN 371-150-008 N37°06'14"E 1309.74' APN 371-150-016 APN 371-150-008 1266.5 126 5 . 5 1267.5 1269. 6 1270. 5 1271.4 1271 . 5 1272 . 5 127 3 . 4 1273.6 1274.5 GROU N D N O T V I S I B L EXX XX X BLOCK DPOR. LOT 1 9 MB 6/2 9 6 S D40'35'-8"75'-8"40'B75'75'40 FOOT EMERGENCY FIRE ACCESS DRIVEWAY ⅊ LINE APN 371-150-016 APN 371-150-006APN 371-150-004APN 371-150-007APN 371-150-008⅊ LIN ZONE C-1, C-P, R-3, R-D, W-1 ZONE: C-1, C-PR-3, R-D, W-1ZONE: C-1, C-PR-3, R-D, W-1ZONE: C-1, C-PR-3, R-D, W-1ZONE: C-1, C-PR-3, R-D, W-1STREET IMPROVEMENT PLAN CALE 1" = 70'Evaluate existing residents adjacent to the project for access to public maintained road. Please provide legal documents that there is access easement for existing residents use to access Grand Ave. Typical, show and label existing driveways and gate to existing residents. Provide driveway improvement to existing resident as it access proposed drive isle. W %2:1 2:1 PROPOSED MEANDERING SIDEWALK 2%1320Move onsite improvement to within the project boundary. Show existing power pole. Consider moving the curb north to protect power pole from traffic circulation. CLE AN AI RVAN POL LEVCS CLEAN A IRVAN PO LL EVCS CLEAN A IRVAN POLLEVCS CLE AN AI RVAN POL LEVCSN52°53'00"W 225.00'GRAND AVENUECL40'50' 55'SXGV CHAIN LINK FENCE 127 3 . 6 12 7 4 . 6 1 1 12 7 5 . 5 12 7 5 . 3 12 7 5 . 5 12 7 5 . 6 12 7 7 . 7 12 7 6 . 7 12 7 6 . 4 ℄ GRAND AVENUE38'-6" 55' R/W 59'36'12'38'SIGHT DISTANCE 495'R12' NEW R/W EXIST R/W 11' RIGHT TURN LANE 14'-6" WIDENING 9' DEDICATION 2% S/W 2% Subject: Line Page Label: [1] STREET IMPROVEMENT PLAN Author: Art Uata Date: 9/10/2024 2:36:03 PM Status: Color: Layer: Space: Subject: PolyLine Page Label: [1] STREET IMPROVEMENT PLAN Author: Art Uata Date: 9/10/2024 9:45:07 AM Status: Color: Layer: Space: PolyLine (2) Subject: PolyLine Page Label: [1] STREET IMPROVEMENT PLAN Author: Art Uata Date: 9/10/2024 2:41:44 PM Status: Color: Layer: Space: Subject: Text Box Page Label: [1] STREET IMPROVEMENT PLAN Author: Art Uata Date: 9/10/2024 2:34:37 PM Status: Color: Layer: Space: -42' Text Box (11) Subject: Text Box Page Label: [1] STREET IMPROVEMENT PLAN Author: Art Uata Date: 9/10/2024 2:34:29 PM Status: Color: Layer: Space: 17'- Subject: Text Box Page Label: [1] STREET IMPROVEMENT PLAN Author: Art Uata Date: 9/10/2024 2:35:09 PM Status: Color: Layer: Space: 2% %2: 2:1 PROPOSED MEANDERING SIDEWALK CHAIN LINK FENCE 2 7 7 . 6 °06'14"E 0.00'25.00'117-026 30'30'SUSMAIL USMAILUSMAIL USMAIL CHAIN LINK FENCE 12 7 7 . 8 12 7 7 . 6 12 8 0 . 4 12 8 0 . 7 12 8 1 . 3 N37°06'14"E 50.00'N52°53'00"W 225.00'FD MAG & WASHER W/TAG "RIV CO. TRANS DEPT.", FLUSH 38'-6" R/W 59' NEW R/W 38'40'S T DISTANCE 495'27'-3"28'38'-42' 21' 5' 17'- 2% Subject: Text Box Page Label: [1] STREET IMPROVEMENT PLAN Author: Art Uata Date: 9/10/2024 2:35:13 PM Status: Color: Layer: Space: 2% Subject: Text Box Page Label: [1] STREET IMPROVEMENT PLAN Author: Art Uata Date: 9/10/2024 2:35:23 PM Status: Color: Layer: Space: 1.5% Subject: Text Box Page Label: [1] STREET IMPROVEMENT PLAN Author: Art Uata Date: 9/11/2024 2:20:25 PM Status: Color: Layer: Space: Provide TIA and VMT for the project. Provide trucking turning template for onsite circulation and enter/exit onto Grand Ave. Show and label existing power pole and sizes in kV. Power pole sizes 34 kV or less, shall be underground. Provide conceptual grading & drainage exhibit. Project is in a flood plain. Coordinate with RCFC&WCD for future storm drain line. Coordinate with City of Lake Elsinore for requirements. Coordinate with RTA for the existing bus stop to be improvement and requirements. Subject: Text Box Page Label: [1] STREET IMPROVEMENT PLAN Author: Sam Date: 9/11/2024 10:38:53 AM Status: Color: Layer: Space: Grading Comment: Provide Spot Elevations (proposed finish surface elevations) sufficient to demonstrate the streets, driveways, parking lots, valley drains, and drainage grades meet minimum requirements. Spot elevations should be provided at street intersections; cul-de-sac ends; beginning and end of driveways; parking lot extremities, entrances and exits and all grade breaks. Subject: Text Box Page Label: [1] STREET IMPROVEMENT PLAN Author: Sam Date: 9/11/2024 10:43:01 AM Status: Color: Layer: Space: Grading Comment: Indicate whether the access drive is asphalt or concrete. Keep in mind minimum surface grades are .35% for concrete and 1% for all other surface types. 2% S/W 2%1.5% 150-002 & 371-150-016 H FLOOD ELEVATION AT 1265.67 PER MAP 06065C2039G REVISED APRIL 28, 2008. ZONE 2 PROPERTIES FROM HIGHT DESIGN RESIDENTIAL (R-3) DISTRICT. LOGICAL HAZARDS. CITY OF LAKE ELSINORE SHEET Provide TIA and VMT for the project. Provide trucking turning template for onsite circulation and enter/exit onto Grand Ave. Show and label existing power pole and sizes in kV. Power pole sizes 34 kV or less, shall be underground. Provide conceptual grading & drainage exhibit. Project is in a flood plain. Coordinate with RCFC&WCD for future storm drain line. Coordinate with City of Lake Elsinore for requirements. Coordinate with RTA for the existing bus stop to be improvement and requirements. CLEAN AIRVAN POLLEVCSCLEAN AIRVAN POLLEVCS CLEAN AIRVAN POLLEVCSCLEAN AIRVAN POLLEVCSBLOCK DLOT 17MB 6/296 SD APN 371-090-003 APN 371-150-002 APN 371-190-002 APN 371-150-001 APN 371-190-001 1 2 10' 3 N37°06'14"E 1359.58' N52°55 ' 28 " W 2 25 . 00 ' N37°06'14"E 1309.74' APN 371-130-006 APN 371-130-007 APN 371-130-008 APN 371-130-009 APN 371-130-010 APN 371 - 13 0 - 01 1 APN 371-130-012 APN 37 1 -1 3 0 -0 1 3 APN 37 1 -1 3 0 -0 1 4 APN 37 1 - 13 0 -0 1 5 APN 37 1 - 13 0 -0 1 6 APN 371-130-017 APN 371-150-016 APN 371-090-001 APN 371-090-002 APN 371-090-003 APN 371-070-001 60126232285.7 3 2176764 . 0 0 1257.9 5 1280.3 1280.7 1285.5 1265.41265.2 1265.6 1265.3 1267.5 1265.2 1265.61266.6 1265.5 1265.5 1265.7 1266.2 1266.3 1266.7 1266.9 1267.4 1267.8 1268.3 1268.2 1268.8 1265.6 1266.4 1265.2 1267.6 1266.5 1265.5 1267.51269.6 1266.5 1280.5 1267.7 SCATTERED BR U S H SCATTERED B R U S H SCATTERED BR U S H SCATTERED B R U S H TANK GROUND NOT VISI B L E GROUND NOT VISIB L E X X X X X X X X X X X X XXXXXCHAIN LINK FENCE BLOCK WALL BLOCK DPOR. LOT 19MB 6/296 SD BLOCK DPOR. LOT 19MB 6/296 SD 1309.58' APN 371-090-010 APN 371-150-009 APN 371-090-004 601 062 3 2 7 1 6 . 3 8 21 7 6 4 9 5 . 6 3 12 6 7 . 6 2 1271 . 3 SCAT T E R E D B R U S H XXXXXXXXXXXXXXXX X XX X X2 3 APN371-090-004APN 371-150-009ZONE R-D, W-1ZONE: C-1, C-PR-3, R-D, W-1PROJECT SITE MERGENCY FIRE ACCESS Grading Comment: Provide Spot Elevations (proposed finish surface elevations) sufficient to demonstrate the streets, driveways, parking lots, valley drains, and drainage grades meet minimum requirements. Spot elevations should be provided at street intersections; cul-de-sac ends; beginning and end of driveways; parking lot extremities, entrances and exits and all grade breaks. TURNER STREET -008 APN 371-150-016 126 6 . 5 12 6 5 . 5 GROUN D N O T V IS I B L EXX BLOCK D POR. LO T 1 9 MB 6/2 9 6 S D40'28'47'-8"75'⅊ LINE APN 371-150-016 ⅊ LINEZONE C-1, C-P, R-3, R-D, W-1 ZONE: C-1, C-PR-3, R-D, W-1Grading Comment: Indicate whether the access drive is asphalt or concrete. Keep in mind minimum surface grades are .35% for concrete and 1% for all other surface types. Subject: Text Box Page Label: [1] STREET IMPROVEMENT PLAN Author: Sam Date: 9/11/2024 10:34:11 AM Status: Color: Layer: Space: Grading Comment: Design, so that improvements are located within the property boundaries. Subject: Text Box Page Label: [1] STREET IMPROVEMENT PLAN Author: Sam Date: 9/11/2024 10:48:52 AM Status: Color: Layer: Space: Grading Comment: It appears that some off-site drainage may be blocked or diverted. Provide additional off-site topography and elevations. Subject: Text Box Page Label: [1] STREET IMPROVEMENT PLAN Author: David Myers Date: 9/11/2024 1:01:16 PM Status: Color: Layer: Space: 1. Fire Department access roads shall be all weather and capable of sustaining 80,000 lbs. Unless otherwise approved, the grade of a fire apparatus access road shall not exceed 16 percent and the cross slope shall not exceed 2.5 percent. The angles of approach and departure for fire apparatus access roads shall be a maximum of 6 percent grade change for 25 feet of approach/departure. Reference CFC 503.1.1, 503.2.1 as amended by the County of Riverside and Riverside County Office of the Fire Marshal Guidelines. 2. Show existing and proposed fire hydrants. 3. Indicate the dedicated turn around area at the end of the road with dimensions. 4. Coordinate with the City of Lake Elsinore for any additional requirements for the proposed buildings within their jurisdiction. ℄ 20'35'-8" 75'-8"⅊ NORTH Grading Comment: Design, so that improvements are located within the property boundaries. TURNER STREET 600 8623 21 Grading Comment: It appears that some off-site drainage may be blocked or diverted. Provide additional off-site topography and elevations. VICINITY M NOT TO SCALE PROJECT LOCATION GRAND AV VAILSTREETTURNERSTREETMENT &6" CURB 2% 35'-8" ⅊NORTH 2% 60 1 262 3 2 2 8 5 . 7 3 21 7 6 7 6 4 . 0 0 12 5 7 . 9 5 001W-1W-11. Fire Department access roads shall be all weather and capable of sustaining 80,000 lbs. Unless otherwise approved, the grade of a fire apparatus access road shall not exceed 16 percent and the cross slope shall not exceed 2.5 percent. The angles of approach and departure for fire apparatus access roads shall be a maximum of 6 percent grade change for 25 feet of approach/departure. Reference CFC 503.1.1, 503.2.1 as amended by the County of Riverside and Riverside County Office of the Fire Marshal Guidelines. 2. Show existing and proposed firehydrants. 3. Indicate the dedicated turn around area at the end of the road with dimensions. 4. Coordinate with the City of Lake Elsinore for any additional requirements for the proposed buildings within their jurisdiction.