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Home My WebLink AboutPA 2020-107 - Exhibit G - Design Review PackageMatzuy and Associates WV WV WV WV WV WV 14 16 18 18 19 10 1313 15 3465 South Arlington Rd Suite E#183 Akron, OH 44312 Commercial Real Estate Due Diligence Management 866.290.8121 www.amnational.net SOME FEATURES SHOWN ON THIS PLAT MAY BE SHOWN OUT OF SCALE FOR CLARITY. DIMENSIONS ON THIS PLAT ARE EXPRESSED IN FEET AND DECIMAL PARTS THEREOF UNLESS OTHERWISE NOTED. BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN AND ARE USED TO DENOTE ANGLES ONLY. MONUMENTS WERE FOUND AT POINTS WHERE INDICATED. AT THE TIME OF THE ALTA SURVEY THERE WAS NO OBSERVABLE EVIDENCE OF EARTH WORK, BUILDING CONSTRUCTION, OR BUILDING ADDITIONS WITHIN RECENT MONTHS. AT THE TIME OF THE ALTA SURVEY THERE WERE NO CHANGES IN STREET RIGHT-OF-WAY LINES EITHER COMPLETED OR PROPOSED, AND AVAILABLE FROM THE CONTROLLING JURISDICTION OR OBSERVABLE EVIDENCE OF RECENT STREET OR SIDEWALK CONSTRUCTION REPAIRS. AT THE TIME OF THE ALTA SURVEY THERE WAS NO OBSERVABLE EVIDENCE OF SITE USE AS A SOLID WASTE DUMP, SUMP, OR SANITARY LANDFILL. AT THE TIME OF THE ALTA SURVEY THERE WAS NO OBSERVABLE EVIDENCE OF SITE USE AS A CEMETERY, ISOLATED GRAVE SITE OR BURIAL GROUNDS. TOTAL NUMBER OF PARKING SPACES IS 41, WHICH INCLUDES 3 DESIGNATED HANDICAPPED SPACES. TOTAL OF 8 BAY DOORS LOCATED AT THE TIME OF THE SURVEY COMPLETED FIELD WORK WAS MARCH 5, 2020. THE BASIS OF BEARING FOR THIS SURVEY IS THE THE CENTERLINE OF CASINO DRIVE WHICH BEARS N 43°39'05" W PER PER CALIFORNIA STATE PLANE COORDINATE SYSTEM, SIXTH ZONE, NAD83-2011. LATITUDE: 33°39'37.91788" LONGITUDE: 117°17'54.11946" CONVERGENCE ANGLE: -0°34'33.94498" (THE DISTANCES SHOWN HEREON ARE GRID) COMBINED SCALE FACTOR:1.00002967 THE NEAREST INTERSECTING STREET IS THE INTERSECTION OF DIAMOND DRIVE AND CASINO DRIVE, WHICH IS APPROXIMATELY 124' FROM THE SOUTHWEST CORNER OF THE SUBJECT PROPERTY. THE SUBJECT PROPERTY HAS DIRECT PHYSICAL ACCESS TO CASINO DRIVE BEING A PUBLICLY DEDICATED RIGHT-OF-WAY. EXCEPT AS SPECIFICALLY STATED OR SHOWN ON THIS PLAT, THIS SURVEY DOES NOT PURPORT TO REFLECT OF ANY OF THE FOLLOWING WHICH MAY BE APPLICABLE TO THE SUBJECT PROPERTY: EASEMENTS, OTHER THAN POSSIBLE EASEMENTS WHICH WERE VISIBLE AT THE TIME OF SURVEY; RESTRICTIVE COVENANTS; SUBDIVISION RESTRICTIONS OR OTHER LAND USE REGULATIONS; AND ANY OTHER FACTS WHICH AN ACCURATE TITLE SEARCH MAY DISCLOSE. THERE IS NO EVIDENCE OF ANY DELINEATED WETLAND AREAS, PER THE U.S. FISH & WILDLIFE SERVICE NATIONAL WETLANDS INVENTORY WEBSITE. NO MARKERS FROM A FIELD DELINEATION OF WETLANDS CONDUCTED BY A QUALIFIED SPECIALIST WERE OBSERVED DURING THE COURSE OF THE ALTA SURVEY. THE FOLLOWING ITEMS, IF ANY, ARE PLOTTED ON THE SURVEY TO THE EXTENT REFERENCED ON THE APPLICABLE TITLE COMMITMENT: (I) ALL PLOTTABLE AREAS DENOTED IN THE RECIPROCAL EASEMENT AGREEMENTS AND (II) THE BOUNDARY LIMITS ONLY OF ALL OFFSITE APPURTENANT EASEMENTS. IN REGARDS TO ALTA TABLE A ITEM 10(A), NO VISIBLE CERTAIN DIVISION OR PARTY WALLS WITH RESPECT TO ADJOINING PROPERTIES WERE OBSERVED AT THE TIME THE FIELDWORK WAS PERFORMED, NOR WERE ANY DESIGNATED BY THE CLIENT, NECESSARY PERMISSIONS WERE NOT PROVIDED. Miscellaneous Notes THE LOCATION OF UTILITIES SHOWN HEREON ARE FROM OBSERVED EVIDENCE OF ABOVE GROUND APPURTENANCES ONLY. THE SURVEYOR WAS NOT PROVIDED WITH UNDERGROUND PLANS OR SURFACE GROUND MARKINGS TO DETERMINE THE LOCATION OF ANY SUBTERRANEAN USES. NOT TO SCALE VICINITY MAP N/A SHOPPING CENTER N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 41 3 38 28' 3.33' 3.55' 22.58' 17.5% 165' 51,211 SF DRAWN BY: AJO JOB REF. #: 20-1137 NONE OBSERVED THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF LAKE ELSINORE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS: PARCEL 3 OF PARCEL MAP NO. 20268, IN THE CITY OF LAKE ELSINORE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, AS PER MAP FILED IN BOOK 128 PAGE(S) 20 THROUGH 22 INCLUSIVE OF PARCEL MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. FOR CONVEYANCING PURPOSES ONLY: APN 363-171-005-6 BEING THE SAME LAND AS DESCRIBED IN TITLE COMMITMENT ISSUED BY FIRST AMERICAN TITLE INSURANCE COMPANY, COMMITMENT FILE NO.: NCS-992415-ONT1, WITH AN EFFECTIVE DATE OF NOVEMBER 26, 2019 AT 8:00 A.M. 31706 CASINO DRIVE SURVEYOR CERTIFICATION 31706 CASINO DRIVE LAKE ELSINORE, CA 92532 COUNTY OF RIVERSIDE TO: KICK EXPRESS LLC; FIRST AMERICAN TITLE INSURANCE COMPNAY; AND AMERICAN NATIONAL, LLC, THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2016 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 2, 3, 4, 6A, 6B, 7A, 7B1, 7C, 8, 9, 10A, 13, 14, 16, 17, 18, 19, 20 OF TABLE A THEREOF. THE FIELDWORK WAS COMPLETED ON 03/05/2020. BUCKLEY D. BLEW LAND SURVEYOR NUMBER: 6272 IN STATE OF CALIFORNIA DATE OF PLAT OR MAP: 03/05/2020 DATE OF LAST REVISION: 03/13/2020 NETWORK REFERENCE #20200286-1 SURVEY PREPARED BY: BLEW & ASSOCIATES, P.A. 3825 N. SHILOH DRIVE FAYETTEVILLE, AR 72703 SURVEY UPDATES: SURVEY@BLEWINC.COM 10. ABUTTER'S RIGHTS OF INGRESS AND EGRESS TO OR FROM FREEWAYS ADJOINING THE PROPERTY HAVE BEEN RELINQUISHED IN THE DOCUMENT RECORDED JANUARY 26, 1955 AS BOOK 1685, PAGE 142; SEPTEMBER 22, 1978 AS INSTRUMENT NO. 200564 AND AUGUST 16, 1983 AS INSTRUMENT NO. 166270, ALL OF OFFICIAL RECORDS. AFFECTS, PLOTTED AND SHOWN 11. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "COVENANT AND AGREEMENT" RECORDED MAY 27, 1986 AS INSTRUMENT NO. 121962 OF OFFICIAL RECORDS. AFFECTS, CONTAINS NO PLOTTABLE ITEMS 12. THE TERMS, PROVISIONS AND EASEMENT(S) CONTAINED IN THE DOCUMENT ENTITLED "DECLARATION AND GRANT OF EASEMENTS" RECORDED MAY 27, 1986 AS INSTRUMENT NO. 121963 OF OFFICIAL RECORDS. DOCUMENT(S) DECLARING MODIFICATIONS THEREOF RECORDED MARCH 03, 1992 AS INSTRUMENT NO. 73349 OF OFFICIAL RECORDS. AFFECTS, BLANKET IN NATURE 13. THE TERMS, PROVISIONS AND EASEMENT(S) CONTAINED IN THE DOCUMENT ENTITLED "EASEMENT AND AGREEMENT CONVEYANCE" RECORDED MAY 27, 1986 AS INSTRUMENT NO. 121965 OF OFFICIAL RECORDS. AFFECTS, PLOTTED AND SHOWN 14. THE TERMS, PROVISIONS AND EASEMENT(S) CONTAINED IN THE DOCUMENT ENTITLED "DRIVEWAY EASEMENT AGREEMENT" RECORDED MAY 27, 1986 AS INSTRUMENT NOS. 121966 AND 121968, BOTH OF OFFICIAL RECORDS. AFFECTS, PLOTTED AND SHOWN 15. AN EASEMENT FOR EITHER OR BOTH POLE LINES, CONDUITS OR UNDERGROUND FACILITIES AND INCIDENTAL PURPOSES, RECORDED NOVEMBER 25, 1986 AS INSTRUMENT NO. 300659 OF OFFICIAL RECORDS. IN FAVOR OF: SOUTHERN CALIFORNIA EDISON COMPANY AFFECTS: AS DESCRIBED THEREIN AFFECTS, PLOTTED AND SHOWN 16. AN EASEMENT FOR EITHER OR BOTH POLE LINES, CONDUITS OR UNDERGROUND FACILITIES AND INCIDENTAL PURPOSES, RECORDED APRIL 09, 1987 AS INSTRUMENT NO. 98254 OF OFFICIAL RECORDS. IN FAVOR OF: SOUTHERN CALIFORNIA EDISON COMPANY AFFECTS: AS DESCRIBED THEREIN AFFECTS, PLOTTED AND SHOWN 17. COVENANTS, CONDITIONS, RESTRICTIONS, EASEMENTS, ASSESSMENTS, LIENS, CHARGES, TERMS AND PROVISIONS IN THE DOCUMENT RECORDED JULY 12, 1988 AS INSTRUMENT NO. 192247 OF OFFICIAL RECORDS, WHICH PROVIDE THAT A VIOLATION THEREOF SHALL NOT DEFEAT OR RENDER INVALID THE LIEN OF ANY FIRST MORTGAGE OR DEED OF TRUST MADE IN GOOD FAITH AND FOR VALUE, BUT DELETING ANY COVENANT, CONDITION OR RESTRICTION INDICATING A PREFERENCE, LIMITATION OR DISCRIMINATION BASED ON RACE, COLOR, RELIGION, SEX, HANDICAP, FAMILIAL STATUS, NATIONAL ORIGIN, SEXUAL ORIENTATION, MARITAL STATUS, ANCESTRY, SOURCE OF INCOME OR DISABILITY, TO THE EXTENT SUCH COVENANTS, CONDITIONS OR RESTRICTIONS VIOLATE TITLE 42, SECTION 3604(C), OF THE UNITED STATES CODES. LAWFUL RESTRICTIONS UNDER STATE AND FEDERAL LAW ON THE AGE OF OCCUPANTS IN SENIOR HOUSING OR HOUSING FOR OLDER PERSONS SHALL NOT BE CONSTRUED AS RESTRICTIONS BASED ON FAMILIAL STATUS. DOCUMENT(S) DECLARING MODIFICATIONS THEREOF RECORDED JULY 12, 1988 AS INSTRUMENT NO. 192249 OF OFFICIAL RECORDS. AFFECTS, CONTAINS NO PLOTTABLE ITEMS 18. THE TERMS, PROVISIONS AND EASEMENT(S) CONTAINED IN THE DOCUMENT ENTITLED "EASEMENT AND AGREEMENT CONVEYANCE" RECORDED DECEMBER 05, 1988 AS INSTRUMENT NO. 355217 OF OFFICIAL RECORDS. DOCUMENT(S) DECLARING MODIFICATIONS THEREOF RECORDED DECEMBER 05, 1988 AS INSTRUMENT NO. 355218 OF OFFICIAL RECORDS. AFFECTS, PLOTTED AND SHOWN 19. AN EASEMENT FOR CONSTRUCTION, RECONSTRUCTION, REPLACEMENT, REPAIR, MAINTENANCE AND USE OF AN ACCESS ROAD AND A PIPELINE FOR WATER SUPPLY PURPOSES TOGETHER WITH ALL NECESSARY FIXTURES AND INCIDENTAL PURPOSES, RECORDED APRIL 04, 1991 AS INSTRUMENT NO. 109216 OF OFFICIAL RECORDS. IN FAVOR OF: ELSINORE VALLEY MUNICIPAL WATER DISTRICT, A PUBLIC AGENCY AFFECTS: AS DESCRIBED THEREIN AFFECTS, PLOTTED AND SHOWN 20. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "DECLARATION OF COVENANT RUNNING WITH THE LAND AND AGREEMENT OF NONRESPONSIBILITY" RECORDED APRIL 30, 1996 AS INSTRUMENT NO. 154459 OF OFFICIAL RECORDS. AFFECTS, BLANKET IN NATURE 21. THE FACT THAT THE LAND LIES WITHIN THE BOUNDARIES OF THE RANCHO LAGUNA REDEVELOPMENT PROJECT AREA NO. II, AS DISCLOSED BY THE DOCUMENT RECORDED JULY 07, 2009 AS INSTRUMENT NO. 2009-0346669 OF OFFICIAL RECORDS. AFFECTS, BLANKET IN NATURE 10 11 12 13 14 15 16 17 18 19 20 21 SET/FOUND COTTON SPINDLE WATER VALVE LIGHT COMPUTED POINT FOUND MONUMENT (AS NOTED)BOUNDARY LINE CENTERLINE OF ROAD BUILDING SET BACK UTILITY EASEMENT INGRESS & EGRESS EASEMENT FENCE POWER POLE MANHOLE WATER METER STORM WATER FIRE HYDRANT ELECTRICAL BOX SANITARY SEWER SET/FOUND CONC. MONUMENT FORTY LINE SURVEY FEATURES EASEMENTS SURVEYING SYMBOLS UTILITY SYMBOLS MEASURED/CALCULATED RECORD DIMENSION (M) (R) WV RIGHT-OF-WAYR/W CENTERLINE OF ROADC/L BUILDING HEIGHT LOCATIONBHL HANDICAP PARKING BOLLARD CLEAN-OUT POINT OF BEGINNINGP.O.B. POINT OF COMMENCEMENTP.O.C. UTILITY VAULT FIRE DEPARTMENT CONNECTION UTILITY HANDHOLE DUMPSTER AREADA LANDSCAPINGLA DIMENSION NOW OR FORMERLYN/F: C A S I NO D R GRAPE STDIAMOND DRTEMECULA VA L LEY FWY SITE GIUSEPPE NAPOLI / VITINA NAPOLI / NAPOLI PETER A 31706 CASINO DRIVE LAKE ELSINORE, CA 92532 APN: 363-171-005 51,211 SQUARE FEET ± 1.176 ACRES ± Matzuy and AssociatesN Matzuy and AssociatesNGNOENTRY 1 2 3 4 5 6 7 8 1234567P R EB L AS T ROOF VENT GARAGE DOORS AUTO/MANUAL MUDDY VEHICLE ENTRANCE DOWN EXIT DOWN EXIT UP ENTRANCE UP F I RE HO SE A LL O N T R U CK BE DM U DD Y VE HI CL E U L TI M A TE W O R KS S U PE RQ UA LI TY PAUSE START STOP PAU SE STA RT STO P TRAILER HITCH TRUCK BED 1 / A201 A B.3 B.3 B.7 B.7 C C.1 D D.5 E F 12345678910111213141516 1.83.2 B B 1 A300 1 A300 2 A300 2 A300 104A 102A 107B 478 SF DRY BACKROOM 106 698 SF DRYING AREA 107 2,357 SF WASH BAY 104 596 SF WASH EQUIPMENT 105 271 SF FLIGHT DECK 101 STAIR 103 50 SF EMPLOYEE TOILET 102 164 SF STORAGE 108 55 SF CUSTOMER TOILET 109 DETACHED CANOPY ABOVE LR-1 LR-1 REFER TO A201 REFER TO A201 145'-0" 130'-0"42'-6 3/8"D.S. (DC-1)D.S. (DC-1) D.S. (DC-1) D.S. (DC-1) D.S. (DC-1) 30'-0"13'-4"KNOX BOX D.S. (DC-1) SIGNAGE BY TOMMY'S BY SEPARATE PERMIT LIGHT SIGNAGE BY TOMMY'S BY SEPARATE PERMIT SIGNAGE BY TOMMY'S SIGNAGE BY SEPARATE PERMIT LIGHT SIGNAGE BY SEPARATE PERMIT PAY GATES 108A 3 / A2001 / A200 4 / A2002 / A200AREA & HEIGHT: 1.ACTUAL AREA:5,243 SQ. FT. A.FIRST FLOOR 1.FLIGHT DECK: (OCCUPIED): 271 SQ. FT. 2.EMPLOYEE TOILET:50 SQ. FT. 3.WASH BAY (UN-OCCUPIED):2,357 SQ. FT. 4.WASH EQUIPMENT (OCCUPIED): 596 SQ. FT. 5.DRY BACKROOM (OCCUPIED): 478 SQ. FT. 6.DRYING AREA (UN-OCCUPIED): 698 SQ. FT. 7.STORAGE: 164 SQ. FT. 8.CUSTOMER TOILET: 55 SQ. FT. B.MEZZANINE AND EQUIPMENT PLATFORM AREAS 1.OWNER OFFICE: 108 SQ. FT. 2.OBSERVATION MEZZANINE 176 SQ. FT. 3.CLOSET: 48 SQ. FT. 4.EQUIPMENT PLATFORM A (AT DRY BACKROOM)239 SQ. FT. 5.EQUIPMENT PLATFORM B (AT STORAGE)133 SQ. FT. 2.ACTUAL HEIGHT:1 STORIES 28'-0" ABOVE GRADE PLANE 106A 108B 1 / A201 A B.3 B.3 B.7 B.7 C C.1 D D.5 E F 12345678910111213141516 1.83.2 B B 1 A300 1 A300 2 A300 2 A300 3 A300 3 A300 133 SF EQUIPMENT PLATFORM B 205 239 SF EQUIPMENT PLATFORM A 204 176 SF OBSERVATION MEZZANINE 202 48 SF CLOSET 203203A DETACHED CANOPY 108 SF OWNER OFFICE 201 201A 3 / A2004 / A2002 / A200PROGRESSIVE ARCHITECTURE ENGINEERING I, INC1811 4 Mile Rd NE Grand Rapids, MI 49525 616.361.2664 www.progressiveae.comISSUANCE REVISIONSNO T FOR CONSTRUCTIONIf this document is sealed and signed in a digital or electronic format and is received from someone other than the sealing professional identified in the document, you must contact the sealing professional in writing to validate authenticity of the document. The sealing professional disclaims the seal and signature and shall not be liable for any liability associated with it where the authenticity of any digital or electronic seal or signature has not been validated in this manner. DRAWN BY PROFESSIONAL PROJECT MANAGER FILE NUMBER CHECKED BY 6 5 4 3 2 1 ABCDTHIS DOCUMENT HAS BEEN PREPARED BY PROGRESSIVE ARCHITECTURE ENGINEERING I, INC AS AN INSTRUMENT OF SERVICE, AND PROGRESSIVE ARCHITECTURE ENGINEERING I, INC SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO.8/31/2020 3:12:39 PMC:\Revit_Files\2019\81310141-TCW-LAKE ELSINORE-CA-130-2021-ARCH_camarillog.rvtBUILDING PLANS A100 SITE PLAN REVIEW 09/01/2020 TOMMY'S EXPRESS P2725TOMMY CAR WASH SYSTEMSCASINO DRLAKE ELSINORE, CAGBC - S. MARKS 81310141 - QUOTE: XXXXX VERSION NUMBER: XX PROGRAM: 2020-Q2-T3-R21 1/8" = 1'-0" FIRST FLOOR PLAN 1/8" = 1'-0" MEZZANINE AND EQUIPMENT PLATFORM FLOOR PLAN NO. DATE DESCRIPTION SINGLE WYTHE SPLIT- FACE CMU WALL FOR DUMPSTER ENCLOSURE; RE: STRUCT PLANS CAST STONE CAP, TYP. CENTERED ON CMU WALL FOUNDATION WALL FOR DUMPSTER ENCLOSURE; RE: STRUCT DWGS DUMPSTER ENCLOSURE GATE: 1X6 COMPOSITE DECKING (OUTER SIDE ONLY, 1/2" SPACE BETWEEN BOARDS ATTACHED W/ SELF TAPPING SCREWS 2" GALV. STEEL HSS TUBE FOR WELDED GATE FRAME; TYP. DOUBLE PIVOT HINGES W/ 1/2" HINGE BOLT, (3) AT EACH DOOR (6 REQ'D) 5/8" DIA. STEEL ROD -PROVIDE 1" DIA. HOLE IN CONCRETE TO RECEIVE ROD NOTE: -ALL DECKING TO BE STRAIGHT AND TRUE (TWISTED AND/OR WARPED BOARDS TO BE REJECTED). -ALL STEEL COMPONENTS TO BE GALVANIZED METAL, EXCEPT BOLLARDS OUTSIDE OF ENCLOSURE 6" GALVANIZED STEEL HSS POST, TYP STAINLESS STEEL BOLLARD (2), TYP. FURNISHED BY TOMMY'S INSTALLED BY G.C. 6'-10"6'-10" 3 5/8" 6" 3 5/8" 6" 2X WOLM. WOOD BAND ATTACHED TO UNDERSIDE OF STEEL GATE FRAME FOR ATTACHMENT OF COMPOSITE BOARDS SINGLE WYTHE SPLIT- FACE CMU WALL FOR DUMPSTER ENCLOSURE; RE: STRUCT PLANS DWGS FOUNDATION WALL FOR DUMPSTER ENCLOSURE; RE: STRUCT DWGS CAST STONE CAP; TYP. CENTERED ON CMU WALL A400 1 A400 2 DUMPSTER ENCLOSURE GATE; REFER TO FRONT ELEVATION FOR ADDITIONAL INFORMATION 6" DIA. STAINLESS STEEL BOLLARD; TYP. 36" HIGH, FURNISHED BY TOMMY'S, G.C. INSTALLED 6" DIA. GALVANIZED STEEL BOLLARD; TYP. 36" HIGH, G.C. FURNISHED AND INSTALLED 4 A400 11'-4" CAST STONE CAP, TYP. CENTERED ON CMU WALL SINGLE WYTHE SPLIT- FACE CMU WALL; RE: STRUCT DWGS 3'-0"PROGRESSIVE ARCHITECTURE ENGINEERING I, INC1811 4 Mile Rd NE Grand Rapids, MI 49525 616.361.2664 www.progressiveae.comISSUANCE REVISIONSNO T FOR CONSTRUCTIONIf this document is sealed and signed in a digital or electronic format and is received from someone other than the sealing professional identified in the document, you must contact the sealing professional in writing to validate authenticity of the document. The sealing professional disclaims the seal and signature and shall not be liable for any liability associated with it where the authenticity of any digital or electronic seal or signature has not been validated in this manner. DRAWN BY PROFESSIONAL PROJECT MANAGER FILE NUMBER CHECKED BY 6 5 4 3 2 1 ABCDTHIS DOCUMENT HAS BEEN PREPARED BY PROGRESSIVE ARCHITECTURE ENGINEERING I, INC AS AN INSTRUMENT OF SERVICE, AND PROGRESSIVE ARCHITECTURE ENGINEERING I, INC SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO.8/31/2020 3:12:57 PMC:\Revit_Files\2019\81310141-TCW-LAKE ELSINORE-CA-130-2021-ARCH_camarillog.rvtDUMPSTER ENCLOSURE A400 SITE PLAN REVIEW 09/01/2020 TOMMY'S EXPRESS P2725TOMMY CAR WASH SYSTEMSCASINO DRLAKE ELSINORE, CAGBC - S. MARKS 81310141 - QUOTE: XXXXX VERSION NUMBER: XX PROGRAM: 2020-Q2-T3-R21 A400 1/4" = 1'-0"1 DUMPSTER ENCLOSURE FRONT ELEVATION A400 1/4" = 1'-0"2 DUMPSTER ENCLOSURE SIDE ELEVATION A200 1/4" = 1'-0"3 DUMPSTER ENCLOSURE PLAN A400 1/2" = 1'-0"4 WALL SECTION AT DUMPSTER ENCLOSURE NO. DATE DESCRIPTION Luminaire ScheduleSymbolQtyLabelArrangementDescriptionLum. Watts4A1SINGLECooper McGraw Edison GLEON-AF-03-LED-E1-T4W1662A22 @ 90 DEGREESCooper Lighting GLEON-AF-03-LED-E1-T3166Calculation SummaryLabelCalcTypeUnitsAvgMaxMinAvg/MinMax/MinSiteIlluminanceFc3.439.71.03.439.70A1MH: 20A1MH: 20A1MH: 20A2MH: 20A1MH: 20A2MH: 203.02.82.01.21.52.63.43.33.75.83.43.43.54.14.02.71.71.72.22.63.23.94.53.73.02.55.25.15.23.62.52.11.92.43.44.54.94.53.32.48.48.19.41.11.52.22.93.63.84.14.02.88.68.09.12.22.83.13.54.33.27.69.38.71.52.42.83.13.72.95.58.16.65.41.32.33.53.53.22.52.94.64.13.31.22.33.94.34.83.81.72.22.21.81.22.33.74.04.03.21.61.41.21.01.22.23.13.13.02.42.52.11.41.11.21.92.22.53.32.43.63.42.42.41.21.82.12.32.91.84.65.15.55.21.11.61.92.01.91.05.38.39.77.11.11.61.82.01.81.09.28.58.78.91.21.82.12.32.81.76.88.89.38.31.31.92.22.53.32.44.96.28.36.61.42.23.03.03.12.44.34.33.73.81.32.43.73.83.72.93.43.63.33.02.83.32.31.62.12.94.34.45.23.92.73.44.03.73.55.74.03.85.04.84.53.73.32.41.92.42.62.83.33.83.43.33.74.23.73.13.32.41.31.82.12.73.74.34.13.33.13.53.12.83.32.21.01.51.82.22.52.72.82.72.72.82.52.32.31.3https://www.scilights.com/Scale:Date:Drawn By:Photometry Disclaimer:- Light loss factor (LLF) has been established at 0.912per industry IES standard.- Refer to Calculation summary for placement ofcalculation points. I.E.: Workplane, Floor.- Offices, conference rooms, and open work areas arecalculated at 2.5' from A.F.F. All other areas will becalculated at floor or at the direction of the client.Controls Disclaimer:- This device diagram is provided using industryrecognized software and are provided for estimationpurposes only, field conditions need to be verified andmight require adjustment of the controls system.- All fixtures must have a 0-10V driver/ballast in orderto dim using SCI's controls system Controller.NOTE: Fluorescent fixtures will require a compatibleballast.- SCI Controls System is based on CA-2019 T24 codeand might supersede end user requirements.Calculations are provided using industry recognizedsoftware and are provided forestimation purposes only. Input data for thecalculations corresponds to the information provided tous (assumptions may be made for information that isnot provided). It is the responsibility of those using thisservice to verify that our input data is consistent withexpected field conditions. Results of the lightingcalculations accurately reflect the input data. However,actual lighting levels will vary depending on fieldconditions such as Calculations are also subject to thelimitations of the software. Due to the aboveconsiderations, Southern California Illumination cannotguaranty that actual light levels measured in the fieldwill match our initial calculations.Applications Department:app@scilights.comphone: (949) 622-3000fax: (949) 622-3095F:\SCI 2020\Matzuy & Associates\TOMMY'S EXPRESS CARWASH\P-SL1.dwgP-SL1PHOTOMETRICSMatzuy &AssociatesTommy's ExpressCar Wash3/13/2020AP4No.DescriptionDate1/16" = 1' - 0"Exergent #:20-1752