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HomeMy WebLinkAboutPA 2016-112 - Exhibit K Design Review Package VICINITY MAP SHEET INDEX r HE KASSAB TRAVEL CENTER SHEET NO DESCRIPTION GENERAL COROryq ❑ T-1.0 COVER SHEET/GENERAL INFORMATION/SHEET INDEX • �0���fR FN,Y NORTH ❑ ALTA-1.0 ALTA 5URVEY ,GAS STATION w/ C-STORE RV-FUELING S ❑ AS-1.0 SITE PLAN - ' RFer ❑ AS-1.1 SITE FENCE PLAN 4 DETAILS STATION and QSR w/ DRIVE-T H R U SITE 4 ° C;VIL PHOTOMETRIC PLAN e- WESTERN STATES ENGINEERING fie- �Q- A DESIGN-BUILD COMPANY eAkFR 2 42 GRADING ST 4887 E-LA PALMA STE.707 ❑ SHEET-1 GONGEPNAL GRADING PLAN OF 3 _ TELL 1714)695-9300 1AX 1714c693-1002 ❑ SHEET-2 CONCEPTUAL GRADING PLAN 2 OF 3 w w-wasca�.-: a -oo.,-: . ❑ SHEEP-3 CONCEPTUAL 6RADIN6 PLAN 3 OF 5 ■CONSULTANT/SEALS O O S TRAVEL CENTER ❑ SHEET-1 AOMP SITE PLAN I OF I LANDSCAPE ,. PROJECT DATA ° L-1.0 CONCEPTUAL LANDSCAPE PLAN BLDG-A C-STORE/CANOPY ZONING C-M(COMMERCIPL MP-NIPAGNRIN6) LAND USE C47MNE4CIAL ❑ AA-1.0 FLOOR PLAN AREA OF SITE 1124,045 S.F.(1 2.84 ACRES) ❑ AA-3.0 ROOF PLAN t 15-01M 1OA P. D DIICAnoW ❑ AA-3.0 EXTERIOR ELEVATIONS 29301 RIVERSIDE DRIVE LAKE ELSINORE, ' t 04B5 RAYI023MA IOW ACRES) ❑ AA-3.1 CANOPY ELEVATIONS O . ' • ■ , • ' BLDG SETBACKS REQUIRED PROPOSED BLDG-B QSR WITH DRIVE THRU M FRONT 20'-0' REAR 0'-0' 46'-1' ❑ BA-1.0 FLOOR PLAN LO (IS'-O•IF ADJACENT TO R-ZOHE) ❑ BA-3.0 ROOF PLAN N SIDE(YARD) 0'-0' 20'-S' ❑ BA-4.0 EXTERIOR ELEVATIONS (IS'-O•IF ADJACENT TO R-ZOW ❑ BA-4.1 EXTERIOR ELEVATIONS SIDE(STREET) 151 S2'-O'/55'-2• LANDSCAPE AREA 12% 12.4M (t ISP40 SP) FLOOR AREA RATIO - 0.162 LOTCOVERAGE - 16.2% ASSESSOR'S PARCEL NUMBER MAXIMUM HEIGHT 45'-0' !26'-0' PARK (SEE P NARKING COMPUTATION 13MOYU Z O 378-030-007 / 378-030-009 BUILDING DATA _ (N)BLDG-A CONVENIENCE STORE AREA OCCUPANCY M W LEGAL DESCRIPTION TYPE OF CONST V-5 PARCEL I(S'Ib-090-001) NUMBER OF STORY I THAT PORTION OF LOT 5 IN BLOCK'A'OF RANCHO LA LA6UNA,IN THE CITY OF LAKE ELSINORE,COUNTY OF RIVERSIDE,STATE OF CALIFORNIA,AS SHOMN ON A MAP ON FILE IN BOOK 5,PAGE STT OF MAPS,IN THE OFFICE OF THE COUNTY BLDG HEIGHT i 53'-6' W RECORDER OF SAN DIII COUNTY,MORE PARTICULARLY DESCRIBED AS POLLOAS: FIRE SPRINKLER YIS BEGINNING AT THE MOST NORTHERLY CORNER OF SAID LOT 5: (N)BLDG CANOPY(FOR AUTOS) 7 J THENCE SOUTH 40'49'EAST ALONG THE NORTHEASTERLY LINE OF SAID LOT 5,TO THE MOST EASTERLY CORNER THEROF,THENCE SOUTH 45.11'VEST ALONE THE SOUTHEASTERLY LINE OF SAID LOT 5,4H0 FEET,MORE OR LESS,TO THE AREA t 4,592 SF EASTERLY CORNER OP THAT CERTAIN PARCEL OP LAND CONVEYED TO MELVINL.WARD AND MI S.AARD BY DEED RECORDED APRIL 10,1961 AS INSTRKW NO.SOObb OF OFFICIAL RECORDS OP RIVERSIDE COUNTY;THENCE NORTH 46'44'M ST ALONG THE NORTHEASTERLY LIEN OF SAID HARD LAND 253.616 FEET TO THE MOST NORTHERLY CORNER THEREOF,THENCE SOUTH 43'II'WEST ALONG THE NORTHVASTERLY LINE OF SAID A&"LAND,154.16 FEET TO A OCCUPANCY M POINT ON THE NORTHEASTERLY LINE OF THAT CERTAIN PARCEL OF LAND CONVEYED TO FRENEIR DEVELOPMENT CO.,BY DED RECORDED DECEMBER 30,I%S AS INSTRUMENT NO.196"OF OFFICIAL RECORD°.AF RIVERSIDE COUNTY, TYPE OF CONST II-0 CALIFORNIA,THENCE NORTH 49'25'PEST ALONG SAID NORTHEASTERLY LINE TO THE NORTWIM ERLY LINE OF SAID LOT 5;THENCE NORTH 45EAST ALONE THE NORTHEASTERLY LINE OF SAID LOT 5 A DISTANCE OF 550.60 FEET TO THE POINT OF EE6INNIN6. NUMBER OF STORY 1 99 L� EXCEPTING THEREFROM THAT PORTION COWEYED TO THE ELSINORE VALLEY MINICIPAL AAT3R DISTRICT BY DEED RECORDED APRIL 11,145T AS INSTRUMENT NO.26254 IN BOOK 20-14,PASS 90 OF OFFICIAL RC-CORDS OF RIVERSIDE BLDG HEIGHT t 19'-b• Q COUNTY,CALIFORNIA,DESCRIEW AS FOLLOWS: (CANOPY CLEAdtAlNGPa !16'-0' BEGINNING AT A POINT ON THE NORTHEASTERLY LINE OF SAID LOT 5,DISTANT THEREON NORTH 46.5090"VEST 200 PET FROM THE MOST EASTERLY CORD OF SAID LOT 5;THENCE NORTH 46-50130'WEST ALONS SAID FIRE SPRINKLER NONE M NORTHEASTERLY LINE 60 FEET TO A POINT THEREON; (N)BLDG CANOPY(FOR R.V.$) W THENCE SOUTH 49'I0'YAST AND PARALLEL AITH THE SOUTHEASTERLY LINE OF SAID LOT 5 A DISTANCE OF 60 FEET;TENCE SOUTH 46'SOSO'EAST AND PARALLEL WITH THE NORTHEASTERLY LINE OF SAID LOT 5 A DISTANCE OF 60 FEET; AREA 11,100 SF THENCE NORTH 48'10'EAST AND PARALLEL WITH THE SOUTHEASTERLY LINE OF SAID LOT 5 A DISTANCE OF 60 FEET TO THE POINT OF BEGINNING. OCCUPANCY M ALSO MXCMPT THEREFROM AN UNDIVIDED ONEiIALF INTEREST IN OIL AND MINERAL R16HT5 AS RESERVED IN DEED FROM J05ERI PADULA AND THERESA FAM LA RECORDED SEPTMMBMR b,I949 AS INSTIHIUMMNT NO.SM IN BOOK 546, TYPE OF CONST 11-5 N PAGE 202 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY,CALIFORNIA. NUMBER OF STORY I L ALSO EXCEPT THEREFROM THAT PORTION CONVEYED TO TONTO CORP.,A CALIFONIA CORPORATION BY A DOCUMENT RECORDED A WST 20,199T AS INSTRUMENT NO.500466 OF OFFICIAL RECORDS OF SAID COUNTY. BLDG HEIGHT t 19'-W AW► ALSO EXCEPT THEREFROM THOSE PORTIONS SHOMPI AS PARCELS 1,2,AND 5 OF CERTIFICATE OF COMPLIANCE RECORDED JULY 10,1964 AS INSTRUMENT NO.146T46,146T4T AND 146T46,ALL OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, (CANOPY CLEARANCE) !I"' ' CALIFORNIA. FIRE SPRINKLER NOW (N)BLDG-B FASTFOOD REATAURANT W/DRIVE-THRU PAIL 2(A FN 310-050-004) AREA t 2W SP THAT PORTION OF LOT 5 IN BLOCK'A'OF RANCHO LA L46UNA,IN THE CITY OF LAKE!I COUNTY OF RIVERSIDE,STATE OF CALIFORNIA,AS SHOVAI ON A MAP ON PILE IN BOOK b,PAGE 377 OF MAPS,IN THE OFFICE OF THE COUNTY OCCUPANCY A-2 RECORDER OF SAN 12IE60 COUNTY,MORE PARTICULARLY DESCRIBED AS POLLOWS: O WSINNIN6 AT A POINT ON THE NORTHEASTERLY LINE OF SAID LOT 5,DISTANT THEREON NORTH 46'50'90"MEET 200 FEET FROM THE MOST EASTERLY CORER OF SAID LOT 5; TYPE OF CONST V-B Lu THENCE NORTH 4611 ALONG SAID NORTHEASTERLY LINE 60 FEET TO A POINT THEREON;THENCE SOUTH 49'10VEST AND PARALLEL WITH THE SOUTHEASTERLY LINE OF SAID LOT 5 A DISTANCE OF 60 FEET; NUMBER OF STORY I M THENCE SOUTH 46'5050'EAST AND PARALLEL WITH THE NORTHEASTERLY LINE OF SAID LOT 5 A DISTANCE OF 60 FEET;THENCE NORTH 48'10'EAST AND PARALLEL ATH THE SOUTHEASTERLY LINE OF SAID LOT 5 A DISTANCE OF 60 FEET TO THE POINT OF OWINNIN6. BLDG HEIGHT 3 22'-2' FIRE SPRINKLER NONE IME N PARKING ANALYSIS PARKING REQUIREMENTS USE REQUIRED PROPOSED C-STORE(RETAIL AREA) IT 11I LU (t 6,?60 SF) p FORMULA I SP PER 400 SP(CM-DISTRICT) C-STORE(QSR AREA) I5 IS (t I1600 SF) FORMULA I SP PER 45 SF OF CUSTOMER AREA(400/45=9 SP) Z I SP PER 200 SF OF NON-CUSTOMER AREA(1200/200=6 SP) _O FASTFOOD RESTAURANT 2'1 211 rn FORMULA D�C Q I SP PER 45 SF OF CUSTOMER AREA(610/45=18 SP) I SP PER 200 SF OF NON-CUSTOMER AREA(I MO/200=9 SP) HANDICAP PARKING REQUIREMENTS FORMULA REQUIRED PROPOSED 51-15 PARKING SPACES (5) (4) CLEAN AIR VEHICLE PARKING FORMULA REQUIRED PROPOSED III SHEET NUMBER 51-'15 PARKIN6 SPACES (9,) (6) T-1 ■O TOTAL PARKING SPACES 541 541 ■JOB No ■CUP No E95016 CDR 2016.17 CUP 2018-03 TITLE REPORT REVIEW (APN 378-030-007) TITLE REPORT REMEW(APN 378-030-009) U ADDITIONAL EXCEPTIONS ADDITIONAL EXCEPTIONS A-C.TAXES A-C.TAXES 1. WATER RIGHTS,CLAIMS OR TITLE TO WATER,WHETHER OR NOT 1. WATER RIGHTS,CLAIMS OR TITLE TO WATER,WHETHER OR NOT DISCLOSED BY THE PUBLIC RECORDS. DISCLOSED BY THE PUBLIC RECORDS. 2. DISCREPANCIES OR ANY OTHER MATTERS SHOWN ON A RECORD 2. EASEMENT OF TEMESCAL WATER COMPANY FOR DITCHES,FLUMES AND n OF SURVEY RECORDED IN BOOK 8,PAGE 1 OF RECORDS OF PIPELINES RECORDED JANUARY 3,1902 AS DCUMENT NO.23 IN BOOK NO SCALE SURVEYS. 134,PAGE 108 OF DEEDS.(DOES NOT AFFECT SUBJECT PROPERTY) SITE 3. THE EFFECT OF A NOTICE OF EXISTANCNTAREA OF THE SANTA 10, 3. DISCREPANCIES OR ANY OTHER MATTERS SHOWN ON A RECORD WATERSHED BENEFIT ASSESSMENT AREA RECORDED JUNE 10,1991 d AS INSTRUMENT NO.193749 O.R. OF SURVEY RECORDED IN BOOK 8,PAGE 1 OF RECORDS OF ( v� 4. EASEMENT OF TEMESCAL WATER COMPANY FOR PUBLIC UTILITIES SURVEYS. N 4. EASEMENT OF TEMESCAL WATER COMPANY FOR PUBLIC UTILITIES RECORDED DECEMBER 4,EN IN BOOK 357,PAGE O.R. p1t. (EASEMENT IS NOT LOCATABLE AND IS DE9tA6FD AS FOLLOWING IISECO T ED LLOCA71EADECEMBER ANa 19IS37 IN BOOKDESCRIBED AS PAGE 399 FOLLOWING AN 8(SESTINOpITAN DOSTING I �1���pE C� GRAPHIC SCALE < EASEMENT OF CALIFORNIA WATER AND TELEPHONE COMPANY FOR praw 30 0 15 30 5p POLE LINES AND UNDRGROUND FACILITIESRECORDED FEBRUARY 26, 5 RECORDED EASEMENT OF CAUFOR53IASEMSTRUMENT CTRIC ER FOR 22240BNC UTILITIES OOK 14fi9, II R 1958 AS DOCUMENT NO.14340 IN BOOK 2229.PAGE 31 O.R.(PLOTTED PAGE 123 O.R.(DOES NOT AFFECT SNB,ECT PROPERTY) 8 O HERIWDEED l TRUST 6. EASEMENT OF CALIFORNIA WATER AND TELEPHONE COMPANY FOR 1 (n r /-gam EASEMENT OF SOUTHERN CALIFORNIA EDISON FOR POLE LINES AND TELEPHONE LINES AND APPURTENANCES RECORDED FEBRUARY 26, N ( 1N FEET) !OS �J' 1958 AS INSTRUMENT NO.14340 IN BOOK 2229,PAGE 31 O.R. UNDERGROUND FACILITIES RECORDED JULY 6,1989 AS INSTRUMENT 1 inch= 30 feet �3�{" NO.225699 OF OFFICIAL RECORDS. (DOES NOT AFFECT SU&ECT PROPERT'� w v! B. RIGHT OF FIRST REFUSAL TO PURCHASE SAID LAND RECORDED EASEMENT OF SOUTHERN CALIFORNIA EDISON FOR ELECTRICAL AND NOVEMBER 28,2001 AS INSTRUMENT NO.2001-573987. COMMUNICATIONS SYSTEMS RECORDED OCTOBER 8,1988 AS ` VICINITY MAP 9. RIGHTS OF PARTIES IN POSSESSION OF SAID LAND INSTRUMENT NO.302171 OF OFFICIAL RECORDS. 11.. EASEMENTS NOTCLO DISCLOSED AL PUBLIC RECORDS 8. TITLE COMPANY NOTE. 9. RIGHTS OF PARTIES IN POSSESSION OF SAID LAND I 11. MATTERS DISCLOSED BY AN ALTA/AGSM SURVEY / 1264.24 10. EASEMENTS NOT DISCLOSED BY PUBLIC RECORDS 11. MATTERS DISCLOSED BY AN ALTA/ACSM SURVEY / 1264.31 T263.62 1 4,31 (APN 378-003-029) / 7 DWI L126 78 I"F LEGAL DESCRIPTION .1�r�oiB I CERTIFICATE OF COMPLIANCE EG1 p`6p9 I RE N0. 148746/1911 O.R. PARCEL 1 (378-030-007) ! qh I REC.7/10/1984 ND 1" I.P.&TAG/ 1263.9 THAT PORTION OF LOT 5 IN BLOCK"A"OF RANCHO LA LAGUNA,IN THE 1261.68 LS 3699" PER R2 `2(y4 TC3 q CONCRETE FL 1 4.56 CITY OF LAKE ELSINORE,COUNTY OF RIVERSIDE,STATE OF CALIFORNIA,AS 1261.5E tiS '�� n b 0 v A g � q 1264.0 SHOWN ON A MAP ON FILE IN BOOK B.PAGE 377 OF MAPS,IN THE OFFICE NW'LY LINE ESTABLISHED I b' b' bR'• b2, b�' b?' b�' b'�' "'' A ^r DRNEWAY EG "F PARALLEL TO SE'LY LINE FS �2S {+.y �2S $ .�25 �2S ti4. / / 0b R,b .n�P OF THE COUNTY RECORDER OF SAN DIEGO COUNTY,MORE PARTICULARLY PER DEED h •4 •Q •E .4S .4 .4 .E .f`' /.f�' yQi �4S n`prye . U`6t6, DESCRIBED AS FOLLOWS: 2O'TR / N 4873'4YWE Yj9 6y N 43'43'19" E BEGINNING AT THE MOST NORTHERLY CORNER OF SAID LOT 5: BS ro! ti2�7 '�6 CONCRETE CONCRETE / 8.22'(8.32'R2) '�59.92'60.00'R2) THENCE SOUTH 4049'EAST ALONG THE NIXThIEASTERLY LINE OF SAID LOT I- - - - - - - - - - - - - N 43'43'19" E 429.01'(428.85'R2) / / !� EDC3 1264.3 4.88 5,TO THE MOST EASTERLY CORNER THEROF; o (�!� ! Al �6* G THENCE SOUTH 43'11'WEST ALONG THE SOUTHEASTERLY LINE OF SAID LOT _c,r,6! [[���6 (��..���� [�r� [�r6_ �}�6 [y�16• !� 5,490 FEET,MORE OR LESS,TO THE EASTERLY CORNER OF THAT CERTAIN •l�gJ Li .[`.()s '^'•�� .0 o%, -CAl? �A1; r`%& t-?, �6i7 'r(� � 'C.n9 �9FC.l�a•J' _C`!.� I! I �. GTE 6, -2`�� �F6y' / r Op yC.�r �7 .�0'6; C 5.04 264,SOI Wy.-N°WJr�y PARCEL OF LAND CONVEYED TO MELVINL WARD AND MARGARET S.WARD BY Z Q Q Q 41r`�S v -,- 7n� "2` !'�' DEED RECORDED APRIL 10.1967 AS INSTRUMENT NO.30088 OF OFFICIAL Z-O.y J' 6 ,A/ 6 6 1 5.13 2 S ! ,P I 264.3 RECORDS OF RIVERSIDE COUNTY; U rTHD 1" I,P. TAG 6io,� / / / tTS I.P.&TAG (APN 378-003-609) ® L G THENCE NORTH 4649'WEST ALONG THE NORTHEASTERLY LIEN OF SAID Z w N O LS 369 PER R2 0 / LS 69 PER R2 INST NO.2006-066999� I• �t1 / REC.9/11/296 WARD LAND 253.678 FEET TO THE MOST NORTHERLY CORNER THEREOF; Z¢M Z THENCE SOUTH 43'I1'WEST ALONG THE NORTHWESTERLY LINE OF SAID WARD V V 7 265�36 LAND,154.78 FEET TO A POINT ON THE NORTHEASTERLY LINE OF THAT h J IA.59 __ RVY 1264,84 1 5.43 CERTAIN PARCEL OF LAND CONVEYED TO PREMEIR DEVELOPMENT CO.,BY W .N. HV 264.7I EG F DEED RECORDED DECEMBER 30,1963 AS INSTRUMENT NO.136979 OF (- c 64,90 LL'I OFFICIAL RECORDSOF RIVERSIDE COUNTY,CALIFORNIA; Q I 24"TREE WY ®S 5,60 THENCE NORTH 4323'WEST ALONG SAID NORTHEASTERLY LINE TO THE NORTHWESTERLY LINE OF SAID LOT 5; 2 2651 THENCE NORTH 43EAST ALONG THE NORTHWESTERLY LINE OF SAID LOT 5 A O U BW 5.9 I __ 265.7 1265, 1 5.94 DISTANCE OF 580.80 FEET TO THE POINT OF BEGINNING. N �j Wy APPROXIMATE LOCATION F AN ! Y G F z EASEMENT REFERENCED IN BOOK / / r�6p• Ip16 3 EXCEPTING THEREFROM THAT PORTION CONVEYED TO THE ELSINORE VALLEY N a •r��,79 rr01 351,PAGE 399 O.R. D MUNICIPAL WATER DISTRICT BY DEED RECORDED APRIL 17,1957 AS Q a C DESCRIBED IN BOOK 3,PAGE .t3 / •' a INSTRUMENT N0.28254 IN BOOK 2074,PAGE 30 OF OFFICIAL RECORDS OF !o S rW 47 OF DEEDS. / �• / "TRAFFlO SIG Mo 'rl W RIVERSIDE COUNTY,CALIFORNIA.DESCRIBED AS FOLLOWS: �U INSF.NO.30088 VdrS / I rN REC.4/10/1967 �' I If BEGINNING AT A POINT ON THE NORTHEASTERLY LINE OF SAID LOT 5, Z rn N SS PARCEL 1 / ❑ 266.3 DISTANT THEREON NORTH 46'50'30"WEST 200 FEET FROM THE MOST Q . w (APN 378-003-037) (APN 378-003-007) / CONCRETE I1266.� C 265. zl 6. p O `Y DOC.NO. 142302 / SLAB BV 265.7 G •F EASTERLY CORNER OF SAID LOT 5; O y Z / L THENCE NORTH 46'50'30"WEST ALONG SAID NORTHEASTERLY LINE 60 FEET Z W REC.4/14/1992 I > 3 / / TO A POINT THEREON; Q N G 4 !• }� 20"TR 5 1266. Q THENCE SOUTH 43'10'WEST AND PARALLEL WITH THE SOUTHEASTERLY LINE tL p �a6 a A T LY RIGM LINE TSOHED / C RETIE ill 7,1 TC 6. OF SAID LOT 5 A DISTANCE OF 60 FEET; W Z�� U / PP NO.4106869E 12 266.8I- THENCE SOUTH*"0'30"EAST AND PARALLEL WITH THE NORTHEASTERLY z__-Z Yy SE'LY LINE PER DEED •J�rO / W//11 OVERHEAD 3 EG f F 6.9ffi LINE OF SAID LO1 5 A DISTANCE OF 60 FEET; d��r 0 I r / MES N&S THENCE NORTH 4370'EAST AND PARALLEL NTH THE SOUTHEASTERLY UNE W I O OF SAID LOT 5 A DISTANCE OF 60 FEET TO THE POINT OF BEGINNING. zwa`F J ALSO EXCEPT THEREFROM AN UNDIVIDED ONE-HALF INTEREST IN OIL AND pNOM 24"TREE / / �' 676 6 66• 1 75O •WV MINERAL RIGHTS AS RESERVED IN DEED FROM JOSEPH PADULA AND THERESq liazrnrn� V �a 267, F PADULA RECORDED SEPTEMBER B.1943 AS INSTRUMENT NO.539 IN BOOK 7a�=OO ❑ C 596,PAGE 202 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY,CALIFORNIA. U Uc O 266.6 I30" PALM / ^^�� / I L ALSO EXCEPT THEREFROM THAT PORTION CONVEYED TO TONTO CORP.,A (n / J / "TRAFFIC SIGN" N 268.1 I I AUFONIA CORPORATION BY A DOCUMENT RECORDED AUGUST 20,1997 AS `68.0 C 2G67. 1 B.OB INSTRUMENT NO,300468 OF OFFICIAL RECORDS OF SAID COUNTY. ! �p T / / / �V R 7.4 ALSO EXCEPT THEREFROM THOSE PORTIONS SHOWN AS PARCELS 1,2,AND 3 OF CERTIFICATE OF COMPLIANCE RECORDED JULY 10,1984 AS INSTRUMENT NO.148746,148747 AND 148748,ALL OF OFFICIAL RECORDS OF RIVERSIDE W 1I�� 268 9 COUNTY,CALIFORNIA, Y 3P 30' EE / / / �� 5 BW 8,8 Cl 1EE2T68. ,F 8.59 �/ Q / ! 1.0' DE 1268.4 I PARCEL2(APN 378-030-009) m I / q�Pa°.�P L THAT PORTION OF LOT 5 IN BLOCK"A"OF RANCHO LA LAGUNA,IN THE •c, GP CITY OF LAKE ELSINORE.COUNTY OF RIVERSIDE,STATE OF CALIFORNIA.AS y Z /,LSJ I / 6`� / / S 12fy944• SHOWN ON A MAP ON FILE IN BOOK S.PAGE 377 OF MAPS,IN THE OFFICE 48"TREE jn 116'41"WED 4' 9 / 1r�0 SIGN � 1002 1141 1619E�2 1268.3,y 9,19 OF THE COUNTY RECORDER OF SAN DIEGO COUNTY,MIX2E PARTICULARLY FND Y I.P.&TAG / '' 1269,41' 268 � FDESCRIBED AS FOLLOWS: W ZLS 3064 PER R2 / NG GP LL BEGINNING AT A POINT ON THE NORTHEASTERLY UNE OF SAID LOT 5,"SPEED UMFI" 7 DISTANT THEREON NORTH 4"0'30"WEST 200 FEET FROM THE MOST 0, / 40 MPH (�` 126.6 J 170.00'HELD PER DEED 30• REE NG- 1 9.28 °j��; FL EASTERLY CORNER OF SAID LOT 5; � � THENCE NORTH 46'50'30"WEST ALONG SAID NORTHEASTERLY LINE 60 FEET V 4.70 {"TRAFFIC 5 a, 1269.90 TO A POINT THEREON; O PS 9 E 658.51' 1266.57 1267,02 1267.52 TC1 BC 9 P I265.90 EPI BC EPl EPl 1268.5E �� ur .VfV 1yV THENCE SOUTH A DISTANCE AND PARALLEL WITH THE SOUTHEASTERLY LINE 1265Jq EPI POC EGi BC WV�• OF SAID LOT 5 A DISTANCE OF 80 FEET; F" 1264.01 1264,30 1264.70 1264,88 Pl EPI WV.I'IV *Wv THENCE SOUTH 46'50'30"EAST AND PARALLEL WITH THE NORTHEASTERLY Q W (1) EP EP3 EP1 EPI A.C.PAVEMENT WV ®127073 LINE OF SAID LO1 5 A DISTANCE OF 60 FEET; Z 64_37 - - - ,FP 9.91 SNH• THENCE NORTH 4370'EAST AND PARALLEL WITH THE SOUTHEASTERLY LINE Z O •" - OF SAID LOT 5 A DISTANCE OF 60 FEET TO THE POINT OF BEGINNING. / Q A 6,66a, q6) A6J A6P '�P6P r �i 6 'Pp 63. o! SP N 4343'19" E s! 2660.67' ypj .cps '6S '9S .aPjo FND 2" CAL DOT W Q BRASS DISK PER R1 1264.07 WV W: 126B 87 Sg Wy..WV J EP2 1264.46 RIVERSIDE STREET • A.C.PAVEMENT F12p FND 2-1/Y CAL DOT in W NI EP2 1269.35 BRASS DISK PER RI O m 1265.00 1265.17 1265.63 UTILITY COMPANIES EP2 1265.07 EP2 EP2 1266.0E 1266.45 1266,82 1267.31 1267.89 AC EC 1269.57 Z O O EP2 EP2 EP2 EP2 EP2 EP2 1268.90 FP Q T. SEWER EP2 ALB101 to J > H Q ELSINORE VALLEY MUNICIPAL WATER DISTRICT I.- F 1-951-674-3146 1270,49 1270.14 .4W a T Q WATER LEGEND ® POWER POLE ACH1 PO C IFIRT1Fl�CATION .4 U �ELSINQ O BASIS OF BEARINGS G N RA1 NO C 1_951 6 VALLEY MUNICIPAL WATER DISTRICT GAS VALVE R F--� T0:SOUZA&SOUZA CONSTRUCTION,INC.AND FIDELITY NATIONAL TITLE COMPANY: Q 1-951-874-3146 T.C. TOP OF CURB BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE D RIVERSIDE GROSS AREA: 124,04E SQUARE FEET T BEEN D ACRES ® WATER VALVE DRIVE BEING NORTH 43'43'19"EAST AS SHOWN ON A RECORD OF SURVEY NOIE; THE NET PARCEL AREA HAS NOT BEEN DETERMINED.WE WILL NEED THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH E I BASED N J H T.B. TOP OF BERM WERE MAD IN ACCORDANCE VV THF,2011"MINIMUM STANDARD DETAIL REQUIREMENTS J ELECTRIC WATER METER FILED IN BOOK 137,PAGE 6 THROUGH 9 OF RECORDS OF SURVEY,RECORDS ADDITIONAL INFORMATION FROM THE TITLE COMPANY AND CITY REGARDING 270.96 1270.46 FOR ALTAA AGSM LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA F.L.F FLOW LINE OF RIVERSIDE COUNTY. ANY RIGHT-OF-WAY DEDICATIONS BEFORE WE CAN DETREMINE THE NET ACHi HC FP AND NSP555555 IN 1999.AND INCLUDE ITEMS 2,3'4,5,6(aT,8,11(a), 14,AND 17 OF TABLE".4 Z SOUTHERN CALIFORNIA EDISON F.P. FINISHED PAVEMENT 13 SEWER CLEAN OUT AREA. THEREOF.THE FIELD WORK WAS COMPLETED ON AU6OU4 70,2016 O 1-800-655-4555 FIRE HYDRANT w U Z F.S. FINISHED SURFACE FLOOD ZONE: PROPERTY LIES WITHIN FLOOD ZONE X PER FIRM NO. GAS A.C. ASPHALTIC CONCRETE � YARD UGHT 06065C2028G,PANEL 2028. �� ,cq �0 LAND 9G � J DATE: S 'p O THE GAS COMPANY F.G. FINISHED GRADE(GROUND) -SS- SANITARY SEWER LINE RIVERSIDE COUNTY FLOOD CONTROL DISTRICT PROPERTY IS ZONED C-M COMMERCIAL-MANUFACTURING) / E.f90 �`2 ~ J v 1-800-427-2200 BENCHMARK Z-12182 ( v N.G. NATURAL GROUND(UNDISTURBED) -T- TELEPHONE LINE -MINIMUM LOT AREA: 20,000 SQUARE FEET TOP TOP OF SLOPE -G- GAS LINE 2"RCFC BRASS DISK STAMPED"Z72182"WITH PUNCH-MARK,FLUSH IN TOP -S ETBACKS FRONT YARD 15 FEET AVERAGE 20 FEET) WIDTH: 100'(50'HALF WIDTH) M E. ON L.S. 6154 J ; a A DATE TELEPHONE -S : : EE N0.6154 TOE TOE OF SLOPE -W- WATER LINE LA CURB,IN THE MIDDLE THE RETURN AT THE SOUTHEAST CORNER OF ( T) EXP -31_76 AUGUST 3, 2016 SOUTHERN CALIFORNIA TELEPHONE&ENERGY LAKESHORE DRIVE AND MANNING STREET. REAR YARD: NONE {e 1-800-840-6673 T.O.G. TOP OF GRATE -E- ELECTRICAL LINE SIDE YARD: NONE J'r. v' DRAWN BY INV. INVERT -SO- STORM DRAIN ELEVATION: 1285.468 FEET -BUILDING HEIGHT: MAXIMUM 45 FEET 9�OF CAL�p WEE VERIZON CALIFORNIA C.B. CATCH BASIN T.S. TRAFFIC SIGNAL NAVD 88 DATUM 1-800-483-3000 T.O.W. TOP OF WALL ® TRAFFIC SIGNAL PULL BOX TEMPORARY BENCH MARK: CHECKED BY ENTERUNE INTERSECTION OF RIVERSIDE DRIVE CITY I.C.V. IRRIGATION CONTROL VALVE STREET LIGHT PULL BOX 2 IN BRASS DISK AT THE C REFERENCES WEE CITY OF LAKE ELSINORE I.C.B. IRRIGATION CONTROL BOX :Iiiiiiiiii= BLOCK WALL BAKER STREET. R1 INDICATES RECORD DATA PER RECORD OF SURVEY FILED OCTOBER 6, 130 S.MAIN STREET D.I. DROP INLET -x- CHAIN LINK FENCE ELEVATION: 1260.12 FEET 2011 AS DOCUMENT NO.2 011-0442 6 43 O.R. SHEET NO. LAKE CA.92530 R2 INDICATES RECORD DATA PER RECORD OF SURVEY FILED DECEMBER 11, 1-957-674-31-674-}724 G.P. GUARD POST 1985 AS DOCUMENT NO.278889 OF OFFICIAL RECORDS. TRASH /WASTE DISPOSAL CR&R DISPOSAL OF SHEETS 1-951-674,3141 JOB NO. 16-1590 T-block.dwg 1-4-05 9:35:31 om PST ROK wE ER SrorE9.KARAK wE92ER SrorE9.KOROK _A_ -- ---------- wEa 8R SrATEa.KOROK _A_ srorEa.KOROK wE q_ srorEa KOROK WETTER srorEa KOROK wEa12 srorEn KOROK wE_13R 9rerEs koROK wEa14R� 9rerE LEGEND I FPROJECT DATA sQ r I ❑ (J NO.OF PARKINS SPACES ZONING C-M(COMMERCIAL MANUFAGTURINO) p a m aba F ROW LAND USE COMMERCIAL aJ 8' 81' 44'9" 235'I" 34'II" 10, ACCESSIBLE PARKING 3 SW I ❑ ® AREA OF SITE ±124,045 S.F.(±2.55 Al ; a LOT AREA FOR QS 65' 65' 65' 79 ❑ PROPERTY LINE(BEFORE R.O.W.DEDICATION) +BEFORE R.O.W.DEDICATION) e 04,524 S.F.(_+2.311 ACRES) A= ±30064 SQ.FT ❑ PROPERTY LINE(AFTER R.O.W.DEDICATION) (AFTER R.O.W.DEDICATION) 11 2D 3C 13 10 18 16 2D2E 2E2D 2E2D 16 A - .-....- .-.-. .- ... ... ..'li m BLDG SETBACKS REQUIRED PROPOSED ............. ....... ..... ......m' .... .. i' : - c'-�.. ", n ❑ : HANDICAP PATH OF TRAVEL I � •P � FRONT 2O'-O° 3$'-O°�4I'-O" H WESTERN STATES ENGINEERING F 3D RV-parking O 3p RV-parking O gp RV-parking n O I CONCRETE PAVING DECORATIVE Q A DESIGN-BUILD COMPANY A O`Q 7 15 I ❑ O AREA ❑ STAMPED A II CONCRETE Z II 1 Q N I I LANDSCAPED REAR Q'-0" 46'-I" z 4887 E.LA PALMA STE.707 L 9 1 ON v m 33, 2' 12' ❑ AREA A �/,�p�T .�M�1 ¢ .1-,E1r.n- csa azso� 3 (V TY •.••.•. 24 � I ❑ ❑i WALL MOUNTED (I5'-0"IF�.YWGnI 10 R-WIC/ _1 TEL(714)89593001AX((714cfi93-1002 w P 4F 4F AREA LI6HT5 - aS^ a -moo^' A n 18 a I ❑ DIRECTIONAL SIDE g n DE(YARD) 0'-0" 20'-3" w 6 - --m 14 I ARROW 3 ■CONSULTANT/SEALS 10 " I AREA uSHrs (IV-0"IF ADJACENT TO R-ZONE) a [] 3B 1 152' I I ❑ �� SIDE(STREET) IS'-O" 52'-O"/53'-2" y T Om SC = CM .''':' ❑ (E)FIRE HYDRANT p ; L .: 17 ..:,53'_2"SETBACK:--: 11 LU :- 0 I'l 7 A $ ;; LANDSCAPE AREA 12% I2.4T% A _ �x za BLDG-A C-STORE x 1G: 28'-2" 5::: I (±13,04o s.F.) q=±8350 SQ.FT. { 56 z SITE KEY NOTES .i _.� 12 FLOOR AREA RATIO 0.162 A i 22 3B 3B 66, { 6C LU ❑ 1❑ CONVENIENCE STORE LOT COVERAGE - I6.2% z ;;, a 6B 6C { H w ....,....... Y 2-RV - I Q ' ❑ 2A GAS STATION CANOPY AND FUEL DISPENSERS FOR AUTos MAXIMUM HEIGHT 45-0 ±2111 AH A ° r' = — ° I n PARKING 5q Sq 3 n g 8 : s.' 20 O I 18 I= 24 ❑ 26 UNDERGROUND STORAGE TANK n q' Eli, SEE PARKING COMPUTATION BELOW)3A 9 m 6C NC. . .BLDG B6C �A �'� TMP 2 ;;;;:; ❑ 2C DENT R1sER wrcH CARBON cAwsrER BUILDING DATAI2 ® 1 10 152 10 28'-2" i.15:•: I LU y RESTAURANT. (N)BLDG-A CONVENIENCE STORE '� 2B A 11 6 :::): — - ❑ 2D AIR d WATER UNIT A DRIVE-THRU : z1 w ® n n AREA ±$360 SF 10- � m _CANOPY 1 m ::':�: m ❑ zE TRASH BIN Q BLDG-B _ ) I � occuPANcv M A CA -_GAS__ _ ):': GAS STATION CANOPY AND FUEL G F A-±2543 SQ.FT.24 6Z = A t 4392 :52:.:. ;. 0 ❑ 3A DISPENSERS FOR R.V.d TRUCKS ❑ 3B UNDERGROUND STORAGE TANK TYPE OF CONST V-B p N T-�' III---III �I;. SETBACK);:; U VENT RISER w1rN CARBON NUMBER OF STORY I FG A ,_ ' O m �I 2A .'FI 3C ❑ 3D RV PARKING A w + I 12 ..'1n 4M7 NF17 ICI : :: ❑ ❑ CANISTER ❑ BLDG HEIGHT I �.9 m ° I�I FIRE SPRINKLER YES I , ❑ ® FASTFOOD WITH DRIVE-THRU ; ■SUBMITTAL Y P N DESCRIPTION BY DATE r _ ) ; / 22 (N)BLDG CANOPY(FOR AUTOS) n o' Q Y \ y II8'-lo" Y �'. .;) ; E] 5A MONUMENT SIGN(UNDER SEPARATE PERMIT) ( 7 O: a ! I 5A AREA ±43g2 SF 2 6C n „ _ - ::f' ❑ 5B PRIDE SIGN NNDER SEPARATE PERMIT) A 3 - I ❑ OCCUPANCY M w - f - N - I TYPE OF CONST I-B i 4 DRIVE THRU MENU BOARD 51ON ❑ 5C ■REVISIONS A - - I - ❑ A ° NUMBER OF STORY I NO.DESCRIPTION BY DATE L Lv Ln 10' �, ----- ------'--'-' —'-'--'- - ---' / 22 6 ❑ BLDG HEIGHT w ❑ 6A ACCESSIBLE PARKING(WITH WHEELSTOP WHERE REQUIRED) F u 25 n �'' �ry I ❑ 6B ACCESSIBLE PARKING SIGN (CANOPY CLEARANCE) ± Ib'-O" n F Q ❑.: •- I , FIRE SPRINKLER NONE ; i 7 ---_- 16 5B — - — 15 --_--_-- 5B _- 7= / -- 20 3 p 16 -_1 _ O O ❑ 6C Al ACCESSIBLE RAMP&TRUNCATED DOME PAVER IN)BLDG CANOPY(FOR Q � 222'-4' 21'-3' IS l0' 40' ❑ 6D ADA ACCESSIBLE PATH STRIPING(2%MAX CROSS SLOPE) AREA ± ,-f00 5F z _ 160, _ _ _ —10, ❑ LANDSCAPE WITH 6"CONCRETE CURB OCCUPANCY Nt E] A _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I _ _ 7 TYPE OFCONST II-B ASPHALT PAVING-ALL WEATHER SURFACE TO SUPPORT 15,000 LBs PER a 1 1 ❑ ® FIRE DEPT REOUIRMEN75 NUMBER OF STORY I n A 2 I CONCRETE PAVING-ALL WEATHER SURFACE TO SUPPORT T5.000 LEG BLDG HEIGHT R I V E R S I D E D R I V E 468-T ❑ PER FIRE DEPT REQUIRMENTS + w g E w (CANOPY CLEARANCE) _ Ib'-O" wE zn El [10] TRASH ENCLOSURE(PER CITY STANDARD WHERE APPLICABLE) FIRE SPRINKLER NONE s ❑ 11 PARKING STRIPING As PER CITY STANDARDS(WITH WHEELsrOP WHERE (N)BLDG-B FASTFOOD REATAURANT W/DRIVE-THRUReaul e r CM AREA t 2,543 SF u Y El 12 BIKE PARKING RACK w ❑ 13 TYPEOCCUPANCY A-2 w ■OWNER NAME&ADDRESS 0 PROPANE TANK A MR.RON KASSAB p ❑ 14 (E)DRIVEWAY TO REMOVE;CONSTRUCT(NU SIDEWALK PER CITY NUMBER OF STORY I Q Z SITE PLAN �� ° as w STANDARDS BLDG HEIGHT ❑ 15 M)DRIVEWAY PER CITY STANDARDS NO.116A FIRE SPRINKLER NONE p SCALE: 1"=30'1 A NORTN E] 16 AREA LIGHTS PARKING ANALYSIS a D w ■PROJECT NAME&ADDRESS PARKING STANDARDS El17 SERVICE RAMP THE KASSAB TRAVEL CENTER ASSESSOR'S PARCEL NUMBER TYPE SIZE p rc Gas Station,RV Fueling Station S Y ❑ 18 SERVICE LOADING AREA REGULAR q'-O"X 16'-0" HANDICAP 1T1 X 18'-0" Y QSRw/Drive -Thru AN A PARALLEL b'-O"X 25'-0" VAN ACCESSIBLE;- 4 F 3/J 8-030-007 E] 1 J PROPOSED LOCATION OF TRANSFORMER w 29301 RIVERSIDE DRIVE LOADING 121 X 40'1(TM-5) Q LAKE ELSINORE CA 92530 m p m 378-030-009 ❑ 20 (E)WATER d TELEPHONE EASEMENT PARKING REQUIREMENTS A ON TO CONTRACTOR 9 i USE REQUIRED PROPOSED Z CONTRACTaR TO WRin LOG4RON AND DEPTH OF ALL UIILTIES DN-SHE AND 0 -SITE PRIOR TD START El 21 (B P PO .O.W.POWER POLE(TO BeBE RELOCATED PER CITY WIDENING) p OF CONSTRuaroN. w C-STORE RETAIL AREA I'1 IT w C F ( ) H C ■CONFIDENTIALITY STATEMENT A (E)CURB,GUTTER d SIDEWALK(TO BE RELOCATED PER Cltt R.O.W. A w ❑ 22 WIDENING) (16,1160 SF) w OMDCEUMEMS,,ncnxc HEai roROns INSTRUMENTS LEGAL DESCRIPTION FORMULA 5ENWEE ARE THE ENCLUSNE PNDFENEES FIR THIN DISONFA y ❑ 23 PROPOSED NEW PARCEL LINE FOR QSR WITH DRIVE-THR) I SP FER 400 SF(GM-DISTRICT) P WHETHER ME PRNECT FOR WON THEY WERE PROEAREB ISEXECUTED ARO CONSTRUCTED OR NOT,THESE DOCUMENTS pPAR (378-03�-D�7) Q ARE NOT To eE REPRODUCED.DISTRIBUTED,DIscLUSED,OR 4 p BE FUfRNI IN PART OR IN WHOLE FOR ANY INDINg4AL. y THAT PORTION OF LOT 5 IN BLOCK'A'OF RANCHO LA LACUNA,IN THE GIN OF LAKE ELSINORE,COUNTY OF RIVERSIDE,STATE OF CALIFORNIA,AS SHOVN ON A MAP ON FILE IN BOOK 6,PAGE 3T1 OF MAPS,IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY,MORE PARTICULARLY DESCRIBED AS FOLLOWS: ❑ 24 CONCRETE WALKWAY C-STORE(QSR AREA) 15 IS < CORPORATE ENERY AND/OR ACENcr,WOOUT EXPRESSED, IfGeL AUTHORISATION FROM ITS OWNER/AUTHOR.THEY ARE (±1,600 111 - NOT N BE FEED In THE—NOR ANY OTHER BOOTY ON IN w BEGINNING AT THE MOST NORTHERLY CORNER OF SAID LOT 5: ❑ 25 BUS STOP PAD PER RIVERSIDE TRANSIT AUTHORITY 5TD5 A an PRaEcr I FOR ANY aTENslorvs OR AODmaxs oR L THENCE SOUTH 40°4q'EAST ALONG THE NORTHEASTERLY LINE OF SAID LOT 5,TO THE MOST EASTERLY CORNER TNEROF;THENCE SOUTH 45°II'WEST ALONG THE SOUTHEASTERLY LINE OF SAID LOT 5,4110 FEET,MORE OR LESS,TO THE EASTERLY CORNER OF THAT CERTAIN PARCEL OF LAND CONVEYED TO MELVINL.WARD AND FORMULA h wixoaiA'�Tinx ATHxo PnEre�u ssmR�iRou axor rn rmrrtx w SP PER 45 SF OF CUSTOMER AREA(400/45=9 SP) ( WON THE OESHxEN THE ICOALN/iuEcu USE a M.1 3 F MARGAREi S.WARD BY DEED RECORDED APRIL 10,196T AS INSTRUMENT NO.30088 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY;THENCE NORTH 46°49'WEST ALONG THE NORTHEASTERLY LIEN OF SAID WARD LAND 253.6T8 FEET TO THE MOST NORTHERLY CORNER THEREOF;THENCE SOUTH 43°II'VEST ALONG THE NIORTHIWESTfRLY F DOCUMENTS is SET DEO BY EXISTING PROPRInARY aDHIS w LINE OF SAID WARD LAND,154.T8 FEET TO A POINT ON THE NORTHEASTERLY LINE OF THAT CERTAIN PARCEL OF LAND CONVEYED TO PREMIER DEVELOPMENT CO.,BY DEED RECORDED DECEMBER 30,1963 AS INSTRUMENT NO.1569T9 OF OFFICIAL REGORD50F RIVERSIDE COUNTY,CALIFORNIA;THBIGE NORTH 45°23'VEST ALONG SAID SP PER 200 SF OF NON-CUSTOMER AREA(1200/200=6 SP) A ACT AND—of THE sTn,E. Z NORTHEASTERLY LINE TO THE NORTHWESTERLY LINE OF SAID LOT 5;THEI NORTH 48°EAST ALONG THE NORTHYASTERLY LINE OF SAID LOT 5 A DISTANCE OF 580.80 FEET TO THE POINT OF EEbINNI FASTFOOD RESTAURANT 2T 2 NIG. T Z e p p ■DESIGNED BY: WS W EXCEPTING THE EPROM THAT PORTION CONVEYED TO THE ELSINORE VALLEY MUNICIPAL WATER DISTRICT BY DEED RECORDED APRIL IT,195T AS INSTRUMENT NO.26254 IN BOOK 2074,PAGE 30 of OFFICIAL RECORDS of RIVERSIDE COUNTY,CALIFORNIA,DESCRIBED AS FOLLOVS: VICINITY MAP FORMULA ■DRAWN BY: WS g B A I SP PER 45 SF OF CUSTOMER AREA(510/45=15 SP) A B BEGINNING AT A POINT ON THE NORTHEASTERLY LINE OF SAID LOT 5,DISTANT THEREON NORTH 46°5050"VEST 200 FEET FROM THE MOST EASTERLY CORNER OF SAID LOT 5;THENCE NORTH 411 VEST ALONG SAID NORTHEASTERLY LINE 60 FEET TO A POINT THEREON; I SP PER 200 SF OF NON-CUSTOMER AREA(I155/200•q SP) ; ■CHECKED BY: JK 4 THENCE SOUTH 45°I1 AND PARALLEL WITH THE SOUTHEASTERLY LINE OF SAID LOT 5 A DISTANCE OF 60 FEET;THENCE SOUTH 46°50'50'EAST AND PARALLEL WITH THE NORTHEASTERLY LINE OF SAID LOT 5 A DISTANCE OF 60 FEET; COgO HANDICAP PARKING REQUIREMENTS ■DATE DRAWN: 01.23.19 5 Y THENCE NORTH 43°I0'EAST AND PARALLEL WITH THE SOUTHEASTERLY LINE OF SAID LOT 5 A DISTANCE OF 60 FEET TO THE POINT OF BEGINNING. Nq r FORMULA REQUIRED PROPOSED 0SCALE; 1"=30'-0" r ALSO EXCEPT THEREFROM AN UNDIVIDED ONE-HALF INTEREST IN OIL AND MINERAL RIGHTS AS RESERVED IN DEED FROM JOSEPFH PADULA AND THERESA PADULA RECORDED SE°fEMBER 8,1943 AS INSTRUMENT NO.539 IN BOOK 596,PAGE 202 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY,CALIFORNIA. co, NORTH51-?5 PARKING SPACES (3) (4) y ■SHEET TITLE ¢ w ALSO EXCEPT THEREFROM THAT PORTION CONVEYED TO TONTO CORP.,A CALIFONIA CORPORATION BY A DOCUMENT RECORDED AUGUST 20,199T AS INSTRUMENT No.SooMl of OFFICIAL RECORDS of SAID cOUN1Y. , S7RF SITE PLAN CLEAN AIR VEHICLE PARKING Q ALSO EXCEPT THEREFROM THOSE PORTIONS SHOVN AS PARCELS 1,2,AND 5 OF CERTHFICATE OF COMPLIANCE RECORDED JULY 10,1984 AS INSTRUMENT NO,145.140 148T4T AND 1451 ALL OF OFFICIAL RECORDS OF RIVERSIDE COUNTY,CALIFORNIA. Q m � 3 FORMULA REQUIRED PROPOSED n I SITE`" " 5I-?5 PARKIN&SPACES (6) (6) z p PARCEL 2(AFN 5T8-030-009) y Q¢ A 2 w THAT PORTION OF LOT 5 IN BLOCK'A'OF RANCHO LA LACUNA,IN THE CITY OF LAKE EL51N101RE,COUNTY OF RIVERSIDE,STATE OF CALIFORNIA,A5 SHOVN ON A MAP ON FILE IN BOOK 6,PAGE 3TT OF MAPS,IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY,MORE PARTICULARLY DESCRIBED AS FOLLOWS: A E.V.CHARGING SPACE aA ■BLDG ■SHEET NUMBER N Ell AT A POINT ON THE NORTHEASTERLY LINE OF SAID LOT 5,DISTANT THEREON NORTH 46°SO'30"WEST 200 FEET FROM THE MOST EASTERLY CORNER OF SAID LOT 5; ggke = A THENCE NORTH 46°50SO'WEST ALONG SAID NORTHEASTERLY LINE 60 FEET TO A POINT THEREON;THENCE SOUTH 45°IO'VEST AND PARALLEL WITH THE SOUTHEASTERLY LINE OF SAID LOT 5 A DISTANCE OF 60 FEET; R ST `� FORMULA REQUIRED PROPOSED a ��_ ■O 3 THENCE SOUTH 46*50'30'EAST AND PARALLEL WITH THE NORTHEASTERLY LINE OF SAID LOT 5 A DISTANCE OF 60 FEET;THENCE NORTH 45°I0'EAST AND PARALLEL WITH THE SOUTHEASTERLY LINE OF SAID LOT 5 A DISTANCE OF 60 FEET TO THE POINT OF BEGINNING. ; 5I-'*PARKING SPACES (4) (4) p p ■JOB No ■CUP No RR.b:R.".",,H.°°HDM•z�D�:gRM Fm.a�" TOTAL PARKING SPACES 5q 5q Y E95016 CDR 2016-17 _ A wE-ER sTA_- A >K =_A_E eK w-=-- _ _ e eK w-='--- =_A_E ---- ------- -- - ---- w-=,- =_e_� e eK w�-^ =_e_� e eK w--^ __e_� eReK w_�^ =_e_� e eK w-::` =_e_- e eK w--,� CUP201803 ROK wE ER SrorE9.KARAK wE92ER SrorE9.KOROK _ R SrorE9.KOROK wE94 R SrArEa.KAROK wE95 R SrorEa.KOROK wE96 R srorEa.KOROK wE9�E-- ---------- wEa 8R SrATEa.KOROK wE 9R srorEa.KOROK wE q_ srorEa KOROK wEiiER srorEa KOROK wEa12 srorEn KOROK wE_13R 9rerEs koROK wEa14R� 9rerE s A w w CM LEGEND VICINITY MAP I C ❑ j� NO.OF PARKINS SPACES FOR ¢ J u ❑ ACCESSIBLE PARKING DNA uJ • 3 I ® O/Z/FR FWY NORTH ; Y ❑ PROPERTY LINE(BEFORE R.O.W.DEDICATION) , S7)?F f Y ❑ -- PROPERTY LINE(AFTER R.O.W.DEDICATION) IT A ................................................. _ .. '-I'' HANDICAP PATH OF TRAVEL �+ oo' tia' A F ................................................ aa- -RV-parking as Iraa.- RV parking a Q laa RV-parking a Q .I SITE ° J ❑ " OL� WESTERN STATES ENGINEERING F ea - _=a as=_= as aa-------a ❑ CONCRETE PAVING DECORATIVE S°� .�� Q A DESIGN-BUILD COMPANY A O © O O i I a, AREA 1 STAMPED BAkFR Sr �= A Z �.• •- APED CONCRETE Z 4887 E.LA PALMA STE.707 AREw i _ _ ------ �Ba-------- I ❑ A G 13 �{ WALL MOUNTED W TEL:'714)89593001AX((714cfi93-1002 0 _ � I I DIRECT NAL AREA LISHTS N I asiar-^ a -oo.., 3 _ \��\ I ARROW O 3 ■CONSULTANT/SEALS Il I`�X �\ AREA LI0HT5 f Q O + t \: �� ❑ (E)FIRE HYDRANT Q Y L CM a I Lu ? BLDG-A C-STORE 0 - I A w w A=±8360 SQ.FT. I,i Z a A 11_iy �uJ- I, 1 II I LU A I ZX, > w "A :I - OPY 2-RV _ AH C A WI w 4 IQ a V BLDGB ® "L) i 0 A=±170 LVj 0 SQ.FT. - - V I LU RESTAURANT: I I "t'' FaDRIVE : ® f sl i� L� EI(Ie7( 5 �. 1's u a BLDG-B �m mm�' `;I',m� Ie - J F I ;191A uC- �i'/ w� A Z A=±p543SQ.FT. h� CANOPY GAS O Z A ±4392 — -- ::�:: 9 v fi P w YI 1lx.l ..... - ---------------------------- 0 SUBMITTAL NO. ION BY DATE Q 11 t i Q 4 REVISIONS Z NO.DESCRIPTION BY DATE C \ / ¢ A F F �F A I II e ✓ Ae ( wIP A I I A A 0_111 Ew RIVERSIDE DRIVE gE B o A A w p w 3 r CM p p Q ATH OF OVERHANG Q i RONT WHE ■OWNER NAME&ADDRESS A p A f / PATH OF REAR WHEEL MR.RON KASSAB Q \ PATH OF OVERHANG Q FRONT WHEEL p A Z 11 /SITE PLAN -TRUCK TURN DIAGRAM A ea pF REAR WHEEL SCALE: 1"=30'1 w NORTH la, �• W 4,- a ; ■PROJECT NAME&ADDRESS THE KASSAB TRAVEL CENTER i Pa' i w 3a I A Gas Station,RV Fueling Station QSR w/Drive-Thru R W 4'_ w 29301 RIVERSIDE DRIVE an LAKE ELSINORE CA t - m RV A ■NOTE TO CONTRACTOR 30 TRUCK e p 2 TRU 9 K&RV TURNING TEMPLATE p DONTRACON-STEAND OCAHONAPRIORTH""" OF DONST oTION. AND OFF-SITE PRIOR To srARr W SCALE: 7"=50'-0" w of wxslRucrrox. C N A C ■CONFIDENTIALITY STATEMENT 5 w w TMHE DRA.NGS.WITH ITs ACCOMPANYING CONPRAOT Sa ; DOCUMENR,ACTING HERE FOR AS INSTRUMENTS OF U Y Y IS EMHEONER WHECNIFO o COESTT FOR WCH MEY SE ARE ME DOLUSNE PROPENOT,REESTERE°O(f MIN C NFNR Q Q AR NOT TOEEE REPRODUCES.DISTRIBUTED,DISCLOSED,OR tt A E FURNEND).IN PART OR IN WHOLE.FOR ANY IN DI Q < CORPpUTE ENTRY AND/OR ACEry WITHOUT EXPRESSED, W Y Y N TeL AUTHORED EY FROM ITS OWNER/NOA AUTHOR MEY ON g m u w w rvor TO RE use0 ar ME anrvm NOR ANY OmER nmrc ory ANr PE I OR PER 1 ANY L IR111 OR ADI I DR 5 P H uTERAnms TO ME OnGINu PRwECT MUDS Dr EEMENN w A AuixORrzATON AND PERMISSION FROM AxO RENEM .M THE DESIGNINiHE 1£GAL/ILLEG4L USE OF 1.1D. A-17AND IS SOUNDED BY EXISTING PROPRInPRY PoCHR ACT ANp LAW OF THE STATE. Z = p p ■DESIGNED BY: WS W A �BN AB ■DRAWN BY: WS W u 3 ■CHECKED BY: JK C Y P ■DATE DRAWN: 01.23.19 FY Q ( ■SCALE: 1"=30'-0" S Q Q Y Y SHEET TITLE W SITE PLAN F a A A TRUCK TURN Z DIAGRAM �A m nA u BLDG III SHEET NUMBER w y Y AS-1 .2 p p ■JOB No ■CUP No .....- . ......P.F....... z E95016 CDR 2016-17 ---- ------ -_ -- --- w--w-- - � _ e-eK w--^- - � _ e-eK w-=--- - � _ e-eK w--'_- -_e_- I e-eK w-=w- -_e_- I e-eK w-=,-- -_e_- I e-eK w-- :- -_e_- I e-eK w-- - -_e_- I eReK w_�:- -_e_- I e-eK w-::`- -_e_- I e-eK w--,� -_e_- I e eK w_�:- -_e_- I e-eK w--,=- -_e_- CUP-2018-03 1 2 3 4 5 6 7 8 KAROK wEa 9R srorEa.KOROK wE 1�R SrATEa.KAROK wE��ER SroTEa.KOROK wEa72 73 74 o 0 0 0 9A KEYNOTES A E] 8'HIbH 5PLITPACE GMU WALL AND COLUMN Z Q A jB Y LOT AREA FOR QSR A-+30064 SO.FT. IV I m p ....... .. . ................. .. ..... .. .. 1 ©. O `J RV-Paikin9 Q RV-p.,N g• .0.. RV-Paikin9 (I • li A I I WESTERN STATES ENGINEERING « « y l I n A DESIGN-BUILD COMPANY y y ... 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FG ! ✓ ✓ 3 ■suemlrrAL RIVERSIDE DRIVE ( NO.DESCRIPTION BY DATE D 7 Y 2 A 3 N Q 4 A REV ISIONS NO.DESCRIPTION BY DATE Z A � F F A u � 3 � Y � SITE DETAILS SCALE i t"=aoI-o" I Uj z l a z A A E WE B ®o u a Y Q A Q _ 1223' ■OWNER NAME&ADDRESS A SITE FENCE- ELEVATION MR.Roly KAssAe �~ SCALE: V =20'-0" A z A D z �D J A ■PROJECT NAME&ADDRESS g m _I rrP. o f r THE KASSAB TRAVEL CENTER Gas Station,RV Fueling Station a Y QSR w/Drive-Thru A N 29301 RIVERSIDE DRIVE 3 f LAKE ELSINORE CA 92530 A ■NOTE TO CONTRACTOR 9UM ME ON-EFE AND OFF-STE PRIOR TO START CONTRACTOR TO WRIn LORAPEN AND DEPM OR ALL A OF Wx51RUCTgx. c SITE FENCE-ELEVATION A C ■CONFIDENTIALITY STATEMENT SCALE: VI 20'1 ; OMOOLMIE EREP,,NASTING HERE FOR M INSTRUMENTS OF SERBSE ARE ME EOLUS➢L PROPERVES a MIS DE36NER WHETHER ME PRNECT FOR WICH THEY WERE PREPARED IS Y EMECURO PNO CONSTRUCTED OR NOT,THESE DOCUMENTS J Q ARE NOT TO BE REPRODUCED.DISTRIBUTED,DISCLOSED,OR A BE RUMORED.IN PART OR IN WHOLE FOR ANY INCIDUAAL. } < CORPOMTE ENTRY AND/OR ACEry POUT EXPRESSED, w F Y NOT BE USED FROM ITS OWNER/AUTHOR THEY ME - K - NOT 10 BE USED Bf ME DXNfA NOR ANY OTHER DIArc ON W W MY PANECT OR FOR ANY IXTENSIgVS OR ADDITIONS OR IL 5 EQ EQ EQ 8'-10" O F AJEMRONO TO ME ONGINAL PRNEOT E%PEOT BY WRITTEN WON MEAosFcxmOrnERM�ccaLNI IUEcaLWusc a TNaE ®10'-0"O.G. A ACT �-OFD�HEIX6TA7EPROPRIETARY racNs p ■DESIGNED BY: WS A �B AB ■DRAWN BY: WS u N CHECKED BY: JK P ■DATE DRAWN: 01.23.19 e� p ■SCALE: AS SHOWN ■SHEET TITLE Y SITE FENCE PLAN F DETAILS t A I'-4' 8'-8" I'-4' 8'-8" X Y X t A A I'-4" 8'-8" I'-4" T-6' I'-4" �/� A 7 A ■B/L�DGC ■SHEET NUMBER IL FENCE-ELEVATION SCALE AS-1 1 *,FENCE 1/4"=r-o• FENCE DETAIL ELEVATION As sH+owN 2 a W W:W,:51R:;51 PIN R, ,R W. Y E95016 CDR 2016-17 PRELIMINARY0 JOB No 0 CUP No - --- ---- -—- e eK w--,= - � - I CUP 2018 03 CONCEPTUAL GRADING PLAN �G<1.11 Fwr NORTH THE KASSAB TRAVEL CENTER S�FFr SITE�� 29301 YRIVE]RSIDE DRIVE GRADING NOTES LAKE ELSINORE, CA 92530 1 ALL WORK 28.ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS. LEGAL DESCRIPTION 572AND APPLICABLE Q NE I AC CORDANCE G D SPECIFICATIONS THE LATEST EDITIITY OF LAKE ELSINORE ON CODE,AL CHAPTER HE UNIFORM 29 THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITTEE. VICINITY MAP: BUILDING CODE (U.B.C.), CHAPTER 33. GRADING NOTES / 2005 / PAGE 2 RCEL NOT TO SCALE PA 1 (APN 378-030-007) 2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT, CITY OF LAKE ELSINORE, PRIOR TO 30.AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIME. ANY OPERATIONS. THAT PORTION OF LOT 5 IN BLOCK "A"OF RANCHO LA LAGUNA, IN THE CITY OF LAKE ELSINORE.COUNTY OF 31.SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF GRADING RIVERSIDE,STATE OF CALIFORNIA,AS SHOWN ON A MAP ON FILE IN BOOK 8,PAGE 377 OF MAPS, IN THE OFFICE 3. THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND U.S.A. ALERT (1- OPERATION. OF THE COUNTY RECORDER OF SAN DIEGO COUNTY,MORE PARTICULARLY DESCRIBED AS FOLLOWS: 800-422-4133) FORTY-EIGHT (48) HOURS PRIOR TO GRADING. BEGINNING AT THE MOST NORTHERLY CORNER OF SAID LOT 5: OWNER/APPLICANT 32.ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL SLOPES IN EXCESS THENCE SOUTH 40'49'EAST ALONG THE NORTHEASTERLY LINE OF SAID LOT 5,TO THE MOST EASTERLY CORNER 4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST TWENTY-FOUR (24) HOURS IN OF THREE (3) FEET VERTICAL HEIGHT WITHIN NINETY (90) DAYS AFTER COMPLETION OF ROUGH GRADING AND THEROF; ADVANCE OF BEGINNING GRADING OPERATIONS. SHALL BE IN ACCORDANCE WITH CITY OF LAKE ELSINORE GRADING ORDINANCE NO. 882 PRIOR TO THE THENCE SOUTH 43'11'WEST ALONG THE SOUTHEASTERLY LINE OF SAID LOT 5,490 FEET, MORE OR LESS,TO THE RON KASSAB APPROVAL OF FINAL INSPECTION. EASTERLY CORNER OF THAT CERTAIN PARCEL OF LAND CONVEYED TO MELVINL.WARD AND MARGAREf S.WARD BY DEED RECORDED APRIL 10, 1967 AS INSTRUMENT NO.30088 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY; 5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. THENCE NORTH 46'49'WEST ALONG THE NORTHEASTERLY LIEN OF SAID WARD LAND 253.678 FEET TO THE MOST 33.ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND BE NORTHERLY CORNER THEREOF; 6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, UNLESS OTHERWISE APPROVED, SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS THENCE SOUTH 43'11'WEST ALONG THE NORTHWESTERLY LINE OF SAID WARD LAND, 154.78 FEET To A POINT ON AND SHALL BE SHOWN ON THE PLAN. OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. THE NORTHEASTERLY LINE OF THAT CERTAIN PARCEL OF LAND CONVEYED TO PREMEIR DEVELOPMENT Co., BY DEED RECORDED DECEMBER 30, 1963 AS INSTRUMENT NO. 136979 OF OFFICIAL RECORDSOF RIVERSIDE COUNTY, 7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, UNLESS OTHERWISE APPROVED, 34.THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE (1) BLUE TOP PER FINISHED PAD, PRIOR TO THENCENIA; THENCE NORTH 43'23'WEST ALONG SAID NORTHEASTERLY LINE TO THE NORTHWESTERLY LINE OF SAID LOT 5; SHALL BE SHOWN ON PLAN, AND SHALL NOT HAVE LESS THAN 90% RELATIVE COMPACTION OUT TO THE ROUGH GRADE APPROVAL. THENCE NORTH 43'EAST ALONG THE NORTHWESTERLY LINE OF SAID LOT 5 A DISTANCE OF 580.80 FEET TO THE FINISHED SURFACE. POINT OF BEGINNING, 35.APPROXIMATE DATE OF: CIVIL ENGINEER 8. FILLS SHALL BE COMPACTED THROUGHOUT TO 90% DENSITY AS DETERMINED BY THE MODIFIED THREE (3) BEGINNING OPERATION: EXCEPTING THEREFROM THAT PORTION CONVEYED TO THE ELSINORE VALLEY MUNICIPAL WATER DISTRICT BY DEED LAYER A.S.T.M. D-1557-70 TEST METHOD. COMPLETION: RECORDED APRIL 17, 1957 AS INSTRUMENT NO.28254 IN BOOK 2074, PAGE 30 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY,CALIFORNIA, DESCRIBED AS FOLLOWS: RAHMAN ENGINEERING 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS, SCARIFIED, AND INSPECTED BY THE 36.NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN THREE INCHES BEGINNING AT A POINT ON THE NORTHEASTERLY LINE OF SAID LOT 5, DISTANT THEREON NORTH 46'50'30"WEST 200 6939 SCHAEFER AVE, SUITE # D-170, GRADING INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR TO THE PLACING OF FILL. (3') WILL BE PLACED IN FILLS WITHIN ROADBED AREAS OR THREE FEET (3') OF FINISH GRADES, UNLESS THE FEET FROM THE MOST EASTERLY CORNER OF SAID LOT 5; CHINO, CA 91710 LOCATION, MATERIALS, AND DISPOSAL METHODS ARE SPECIFICALLY APPROVED BY THE SOILS ENGINEER. THENCE NORTH 46'50'30"WEST ALONG SAID NORTHEASTERLY LINE 60 FEET TO A POINT THEREON; TEL: (213) 400 - 8078 10. ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UNTIL PREPARATION OF GROUND IS THENCE SOUTH 43'10'WEST AND PARALLEL WITH THE SOUTHEASTERLY LINE OF SAID LOT 5 A DISTANCE OF 60 FEET; APPROVED BY THE SOILS ENGINEER. 37.THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE THENCE SOUTH 46'50'30"EAST AND PARALLEL WITH THE NORTHEASTERLY LINE OF SAID LOT 5 A DISTANCE OF 60 APPROVAL. FEET; 11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN %"PER FOOT FOR A THENCE NORTH 43'10' EAST AND PARALLEL WITH THE SOUTHEASTERLY LINE OF SAID LOT 5 A DISTANCE OF 60 FEET SOILS ENGINEER MINIMUM OF THREE (3) FEET, THEN 1% (MINIMUM) TO FLOW LINE OF EARTH SWALE. 38.GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE BUILDING To THE POINT of BEGINNING. DEPARTMENT. ALSO EXCEPT THEREFROM AN UNDIVIDED ONE-HALF INTEREST IN OIL AND MINERAL RIGHTS AS RESERVED IN DEED ALBU$-KEEFE AND ASSOCIATES, INC. 12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1% IF CDT OR FILL SLOPE IS LESS THAN FROM JOSEPH PADULA AND THERESA PADILLA RECORDED SEPTEMBER 8, 1943 AS INSTRUMENT NO. 539 IN BOOK TEN FEET (10'), AND 2% IF CUT OR FILL IS GREATER THAN TEN FEET (10'). DRAINAGE SWALES SHALL BE A 39.THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION SYSTEM (NPDES) PERMIT 596,PAGE 202 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY,CALIFORNIA. 1011 NORTH ARMANDO STREET, MINIMUM OF 0.5'DEEP AND CONSTRUCTED A MINIMUM OF TWO FEET (2') FROM THE TOP OF CUT OR FILL TO REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES. ANAHEIM, CHINO, CA 92806 ALSO EXCEPT THEREFROM THAT PORTION CONVEYED To TONTo CORP.,A CALIFONIA CORPORATION BY q DOCUMENT SLOPES. NPDES WDID #------------ DATE PERMIT ISSUED: ------------ RECORDED AUGUST 20, 1997 AS INSTRUMENT NO.300468 OF OFFICIAL RECORDS OF SAID COUNTY. TEL: (714) 630-1626 13. PROVIDE 5'WIDE BY 1'HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5'HIGH 40.DRAINAGE EASEMENTS WILL BE KEPT CLEAR OF ALL OBSTRUCTIONS. NO BUILDINGS OR WALLS SHALL BE ALSO EXCEPT THEREFROM THOSE PORTIONS SHOWN AS PARCELS 1,2,AND 3 OF CERTIFICATE OF COMPLIANCE PLACED WITHIN EASEMENT LIMITS. TEMPORARY IMPROVEMENTS ARE SUBJECT TO REMOVAL AT OWNER'S RECORDED JULY 10, 1984 AS INSTRUMENT NO. 148746. 148747 AND 148748,ALL OF OFFICIAL RECORDS of SOURCE OF TOPOGRAPHY 14. PROVIDE A BROW DITCH, DESIGNED TO HANDLE ONE HUNDRED (100) YEAR STORM FLOWS ALONG THE TOP 41.EXPENSE RIVERSIDE COUNTY,CALIFORNIA. OF CUT SLOPES. PARCEL1(APN 378-030-009) 15. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. EADSON&ASSOCIATES, INC THAT PORTION OF LOT 5 IN BLOCK"A"OF RANCHO LA LAGUNA,IN THE CITY OF LAKE ELSINORE,COUNTY OF SURVEYING&MAPPING CONSULTANTS RIVERSIDE,STATE OF CALIFORNIA,AS SHOWN ON A MAP ON FILE IN BOOK 8,PAGE 377 OF MAPS,IN THE OFFICE OF 14125 TELEPHONE AVE,SUITE 1 16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER, TO SUPERVISE GRADING AND PROVIDE A THE COUNTY RECORDER OF SAN DIEGO COUNTY,MORE PARTICULARLY DESCRIBED As FOLLOWS: CHINO,CA.91710 FINAL SOILS REPORT WHICH INCLUDES FOUNDATION REQUIREMENTS (SUBDIVISIONS) AND EXPANSIVE BEGINNING AT A POINT ON THE NORTHEASTERLY LINE OF SAID LOT 5,DISTANT THEREON NORTH 46'50'30"WEST 200 TEL (909)364-1681 CHARACTERISTICS OF THE SOIL. FEET FROM THE MOST EASTERLY CORNER OF SAID LOT 5; FAX: (909)364-1781 GRADING NOTES / 2005 / PAGE 1 THENCE NORTH 46'50'30"WEST ALONG SAID NORTHEASTERLY LINE 60 FEET TO A POINT THEREON; THENCE SOUTH 43'10'WEST AND PARALLEL WITH THE SOUTHEASTERLY LINE OF SAID LOT 5 A DISTANCE OF 60 FEET; 17. GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY A THENCE SOUTH 46'50'30"EAST AND PARALLEL WITH THE NORTHEASTERLY LINE OF SAID LOT 5 A DISTANCE OF 60 NPDES NOTE: SOILS ENGINEER SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS PRIOR TO ISSUANCE FEET; OF BUILDING PERMITS. THENCE NORTH 43'10'EAST AND PARALLEL WITH THE SOUTHEASTERLY LINE OF SAID LOT 5 A DISTANCE OF 60 FEET To THE POINT of BEGINNING. GRADING WHICH DISTURBS LESS THAN 1 ACRE 18. THE SOILS ENGINEERING INVESTIGATION DATED PREPARED BY (ENGINEER SHALL BE PROVIDED WITH EFFECTIVE CONTROL OF CONSULTANT) DATED --------- AND THE ENGINEERING GEOLOGIC INVESTIGATION DATED ---------- EROSION, SEDIMENT AND ALL OTHER POLLUTANTS PREPARED BY GEOLOGIC CONSULTANT, SHALL BE CONSIDERED A PART OF THIS GRADING PLAN AND SHALL BE FROM OCTOBER 15 THROUGH MAY 31. THE ( ) PERMITTEE SHALL BE RESPONSIBLE FOR THE IN COMPLIANCE. INSTALLATION AND MONITORING OF EFFECTIVE 19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING ASSESSOR PARCEL NUMBER EROSION AND SEDIMENT CONTROL. PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE 378-030-07 AND 378-030-09 EARTHWORK QUANTITIES ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CUT: 20 CY CONSTRUCTION/GRADING. FILL: 9,200 CY TOTAL SITE AREA=2.95 AC 21. STABILITY CALCULATIONS WITH A SAFETY FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY A SOILS TOTAL DISTURB AREA= 2.95 AC ENGINEER TO THE BUILDING AND ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES OVER THIRTY FEET TOTAL IMPERVIOUS AREA=92,011 ST(2.11 AC) (30') IN VERTICAL HEIGHT. 22. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE (1) FOOT. BASIS OF BEARINGS 23. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED AND BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF RIVERSIDE BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A REGISTERED DRIVE BEING NORTH 43'43'19"EAST AS SHOWN ON A RECORD OF SURVEY SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. SLOPES GREATER THAN 5:1 ARE REQUIRED TO BE FILED IN BOOK 137,PAGE 6 THROUGH 9 of RECORDS OF SURVEY, KEYED AND BENCHED. RECORDS of RIVERSIDE COUNTY. 24. THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES: A. UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFILL OF ALLUVIAL, BENCHMARK COLLUVIAL AND TERRACED AREAS AND ANY SUBSTRUCTURES. BEN B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION, BENCHING AND FILLING OPERATIONS. RIVERSIDE COUNTY FLOOD CONTROL DISTRICT C. DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER MATERIAL. BENCHMARK Z-12182 D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. 2"RCFC BRASS DISK STAMPED"Z12182"WITH PUNCH-MARK, FLUSH 25. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT OR ANOTHER IN TOP OF CURB, IN THE MIDDLE OF THE RETURN AT THE SOUTHEAST APPROVED GROUND COVER, AT TWELVE INCHES (12') ON CENTER. SLOPES OVER FIFTEEN FEET (15') IN CORNER OF LAKESHORE DRIVE AND MANNING STREET. VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS OR ELEVATION: 1285.468 FEET COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT TEN FEET (10') ON CENTER; TREES AT TWENTY FEET NAVD 88 DATUM (20') ON CENTER; COMBINATIONS FIFTEEN FEET (15') ON CENTER. SLOPES OVER THREE FEET (3') IN VERTICAL TEMPORARY BENCH MARK: HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.B.C. 2 IN BRASS DISK AT THE CENTERLINE INTERSECTION OF RIVERSIDE DRIVE BAKER STREET. 26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING PROJECT. ELEVATION: 1260.12 FEET 27. APPROVED EROSION PREVENTIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY SEASON AND SHALL BE IN PLACE AT THE END OF EACH DAY'S WORK. roun Under d Service Alert BENCHMARK REVISIONS SEAL ESS� PLANS PREPARED BY: PREPARED BY: g RIVERSIDE COUNTY FLOOD CONTROL P SCALE CITY OF LAKE ELSINORE DISTRICT BENCHMARK '�x`� - RAHMAN ENGINEERING Call: TOLL FREE DESIGNATION: Z 12924 c>MOKSUDUR RAHMAN Z MOKSUDUR RAHMAN Horizontal TU /'� - �- -OF 6939 SCHAEFER AVE, SUITE # D-170, CONCEPTUAL V AL GRADING PLAN 1-000 ELEVATION: 1266.57 � No C69263 A CHINO, CA 91710 R.C.E.N0.C69263 EXP.DATE:6-30-20 1.• = 4G• m C�C� TRAVEL m U DESC: FOUND NAIL AND RCFC & WCD s 30-2o TEL (213) 400 - 8078 ACCEPTED BY: THE KASSAB 1 RA V EL CENTER ER 3 227-2600 TAG FLUSH IN PAVEMENT ON LAKESHORE a Exp. - c Vertical SHEETS DRIVE 88 FEET+ EASTERLY OF CIVIL 29301 RIVERSIDE DRIVE TWO WORKING DAYS BEFORE YOU DIG OFRAILS ON LAKESHORE EASTERLY OF CAVIFC P N/A DATE: LAKE ELSINORE, CA 92530 2' 2' / \ TO BE / PER BILL EADSON (APN 378-003-029) �2q CERTIFICATE OF COMPLIANCE \ / \ INST NO. 148746 O.R. f RFC. 7/10/1984 \ \\I\ LSD kB PER / e" a 3" CONCRETE OR 3" 2500 AIR PLACED • / Nw'LY LINE ESTABLISHED— I \ M \ DR vEWAE CONCRETE W/6"X6" 1.4WX1.4W WELDED ° PARALLEL TO SE'LY LINE --- N-I r, \ L PER LEED� G, I 20"TREE 6,6� / B)>> % �46'1347WE N 43431 DOR / 66• y� 6 S / 2 CONCRETE / 6.22(6.32 R2) 9.92(60.00 R2) \arc is N 434319 E i —z,Di'(42885'R2) 5 4 RIBBON GUTTER DETAIL — — — — — — — — — ,....... .................... ........... • ( NOT TO SCALE A\ .... ..... ........... a ' 2 G g RV-pa king RWparking RV-parking END 1"I.P.&TAG 0� rC E6, 3S "LS 3698' PER R2 •..` 'T 1 2 c9 Sr J TYP 8 Sb BS9RprC / S C 1 2 / rY, / srn6 pFS `O kO��F ° _ PARCEL S — / (APN 378-003 007) s 66.30TC _ DOC. NO 14 302 65.80FS / ' 19 /ry REC. 4/14�992 0"C / PROPOSED :..f 8.33% STORE ............... ... 16 P E-1265 A�'$E �P F.F.1266.50 A • o': :..j A / 62 iii:C is ''- � F o ] Mo ` •, • �` 3300, J J i:�: 3 3 C i° INST NO.30088 6S � SEE ADA DETAIL NO.1 { p • 6.0' REC. 4/10� O CI . ,n 1 6S 9, 1G '`S.\ - / yh��, ��• n 1967 /� SS.FS,gSrC A�F rC � N , 5 `'� (APN 378-003-031) n '" 6 0� 3 - SEE ADTAIL JT �• `•\ / 13 _ $5 f 2 �1 �1 1 2 SW'LY LINE ESTABLISHED 1 _ AT RIGHT ANGLES TO 'y"-- °"'• 6 / SE'LY LINE PER DEED - PROP SED 7 0 96�' NO / 4 ORIVE R0 % `r S 6�. 61 yF`' TY 65' S sr CLEAN AIR AFE /a RESTA RANT g / F \ " / a1I- �$ I AN POOLEV 6ILL ILJ F. 1 86.00 1 2 ^I� C / Z / P.E:1 65.33 1 LLI �V - / c/ C .•. ASKS _' o �2S 3 > ADA DETAIL N0.1 SCALE 1 =1 80"TREE 0' / S ` ti OPE ®�6 'L. 6N. ,�k 18 17 1 2 /L.0' DE CURB 6.A6'96r0 J 4+ • ...A EVERY QhF ` G s 1 3 OPENI G®EVERY 2' FS J 6 --,-- Q SIGN \ 48"TREE 6 �S�V / y-G U ooyy r BBSSTOPIA& LOCATION 64.27 / FL.41 A-* \ 26yQ P� W e A 1/o 30"TREE B J �. N 43.43'1 658.51' / / •�®/ 1 � N 4343'19"E \2"00.67' J \ 1 IIl�IIIyyyyyy000000 � I—I \ R I V E R S I D E D R I V E� \ • • A.C. PTV6MENT �, grb1SS DESK PER R� W 14 A �� _ - - ADA DETAIL NO.2 _ SCALE: 1"=10' CONSTRUCTION NOTES: — OCONSTRUCT 3" AC PAVEMENT OR PER 12 CONSTRUCT 4'x8' MODULAR WETLAND SYSTEM SOILS ENGINEER RECOMMENDATIONS (MWS-LINEAR) BY BIOCLEAN OR APPROVED EQUAL (2) CONSTRUCT 6" A.B OR PER SOILS ENGINEER RECOMMENDATIONS 13 CONSTRUCT 4' LONG CONCRETE WHEEL STOP OCONSTRUCT TYPE 6A CURB PER CITY OF 14 CONSTRUCT RETAINING WALL (UNDER SEPARATE PERMIT). NOTE: _ LAKE ELSINORE STD. DWG 202 OCONSTRUCT TYPE 6 INTERGRAL CURB & GUTTER 1`J UNDERGROUND STORAGE TANKS (BY OYHERS) I. NO WORK SHALL,COMMENCE PER CITY OF LAKE ELSINORE STD. DWG 200 CONSTRUCT RIBBON GUTTER PER DETAIL HEREON WITHIN THE ROAD RIGHT OF WAY OCONSTRUCT 4" CONCRETE SLAB/WALKWAY 16 WITHOUT ISSUANCE OF GRAPHIC SCALE 1 D CONSTRUCT BIORETENTION BASIN PER DETAIL PN SHEET 3 ENCROACHMENT PERMIT BY 30 0 15 30 60 90 © PAINT 4" WHITE SOLID PARKING STRIPES/ I I I I I CONSTRUCT STORMTECH MC-3500 UNDERGROUND CHAMBERS OR TRANSPORTATION DEPARTMENT. OPAINT PAVEMENT ADA MARKING SYMBOL SIGNS APPROVED EQUAL PER DETAIL ON SHEET 3T 3 ( IN FEET) PAINT PAVEMENT ADA BLUE HATCH �9 CONSTRUCT 24"x24" JENSEN GRATE INLET OR APPROVED EQUAL W/ 2. SEE STREET IMPROVEMENT 1 inch= 30 fL. ® (VAN ACCESSIBLE) FosslL FILTER PLANS FOR IMPROVEMENTS _ 9 INSTALL HANDICAPPED PARKING SIGN CONSTRUCT 4" PVC PIPE ALONG RIVERSIDE DRIVE AMD 0 COLLIER AVENUE. CONSTRUCT TRASH ENCLOSURE PER 2� CONSTRUCT 6" PVC PIPE ARCHITECTURAL PLANS. REMOVE EXISTING TREES 22 CONSTRUCT 124" PVC PIPE CONSTRUCT 24"x24" JENSEN CONC. MANHOLE OR APPROVED EQUAL W/FOSSIL FILTER Underground Service Alert BENCHMARK REVISIONS SEAL: PLANS PREPARED BY: PREPARED BY: SCALE g CITY OF LAKE ELSINORE RIVERSIDE COUNTY FLOOD CONTROL � o Call: TOLL FREE DISTRICT BENCHMARK y RAHMAN ENGINEERING MOKSUDUR RAHMAN Horizontal T1 Tr /'� Tl n _ �"'-- OF s 3D 2° TEL 213 400 - 8078 ACCEPTED BY: CONCEPTUAL GRADING PLAN EF v:FO ND NAI L AN MDKSUDC6 RAHMAN m ) R.C.E.N0.36117 EXP.DATE:6-30-20 = 40 THE KASSAB TRAVEL CENTER 3 pp m 6939 SCHAEFER AVE, SUITE # D-170, 1-U�Q No. C69263 A CHINO, GA 9171Q 1' DESC: FOUND NAIL AND RCFC & WCD �7 V DRIVE 227-26�0 DRIVE 88 FEET TAG FLUSH IN P+VEASTEREMENT LY ON OF KESHORE a Exp. - - c vertical 29301 RIVERSIDE DRIVE SHEETS K-RAILS ON LAKESHORE EASTERLY Sr CIVIL �p TWO WORKING DAYS BEFORE YOU DIG OE OUTLET OF-CPA, DATE: N/A LAKE ELSINORE, CA 92530 4.0' VARIES 1 4.0' J W; 0- J� TOP TOP ZI F U W OVERFLOW ELEV (T.G) � ' 4 6.' MAX (VbmP) 1 4 JI W w! PROPOSED 10' 28' 'Q t BOT. BA IN STORE ACCESS �w i F.F.=1266.50 ROAD18" SOIL J j IA P.E.=1265.83 0 (CLASS A SANDY ANDY LOAM) 2%± - 12" -3/4" GRAVEL CURB& CURB& CURB CURB& (AASHTO NO.57 STONE) GUTTER EXT. GUTTER GUTTER GROUND PERFORATED 6" PVC DRAIN SIDEWALK PER12 ENGINEERED SOIL SIDEWALK OFL THE O IDSBMPE HANDBOOK)APPENDIX B MEDIA MUST BE 859 MINERAL COMPONENT AND 15% ORGANIC. SECTION A-A TYPICAL BIORETENTION DETAIL SCALE: 1"=20' NTS EF J U i U) 0- ul W 1--: Z PLACE MIN. OF 17.5' OF ADS a X J GEOSYNTHETICS315 WTKWOOVEN GEOTEXTILE �Cn W OVER BEDDING STONE AND UNDERNEATH CHAMBER FEET FOR SCOUR PROTECTION AT W PROPOSED i> STORE W STORMTECH M-3500 ALL CHAMBER INLET ROWS. CHAMBERS OR APPROVED i GAS F.F.=1266.50 O EQUAL 4"PVC CURB STATION 1% MIN P.E.=1265.83 OVERFLOW PIPE 1% MIN — — — — ------------------ 1% o_ FENCE �-------- - --------------i T 24'X24" JENSEN o o F. --- - ---------r------------- �— —� 1a. MANHOLE -------------- - -- . v�T,m,�, -.�-m- SIDEWALK EXT - -- GROUND INSPECTION SIDEWALK SIDEWALK17 I � f---� PORT , 12"x12" ADS-12 ACCESS TOP MANIFOLD j A m ROADISOL j ROW SECTION B-B I 4"PVC OVERFLOW PIPE W a n-------------------------------- ------------------------- ? I---- -------CHAMBERS OR APPROVED STORMTECH M �12"x12" ADS-121I Z 1 ISOLATOR EQUAL TOP MANIFOLD J u m ROW INSPECTION u m F PROPOSED In PORT o 24"X24" GRATE tow tow INLET W/ FOSSIL CL r12' DRIVE•THRU a 47' a INSERT RESTAURANT C,w 'L w 45' a tLd trL, O aw ww F.F.=1266.00 [1 P.E.=1265.33 2% 2% 11%i 0.5� 2% MIN FENCE EXT. CURB& GROUND GUTTER SIDEWALK AC PAVED STORMTECH MC-3500 CHAMBERS DRIVE-THRU PARKING AREA OR APPEOVED EQUAL) ROAD UNDERGROUND CHAMBER DETAIL SECTION C-C NITS SCALE: 1"=20' 0"CF 6 M�N ttP. LOCATION OF TRUNCATED °F,SPERa._- DOMES SEE DETAIL PLAN HEREON > P $3" J ~ d > 6"CURB MPS` ' R1p0 .C.C. V W FACE / i G SDWK. 0"CF H- Z FS PER PLAN BACK OF ttP W 12- PROPOSED 12 4' 18 } o"CF CURB a• Of DRIVE•THRU F M�4' ° FACE RESTAURANT IY W LOCATION OF TRUNCATED P.C.C. [l DOMES SEE DETAIL }3�° SDWK F.F.=1266.00 OI HEREON SMP L a 2% �2% 2% P.E.=1265.33 �PATN OF TRAVEL 2% 1% MIN d 6.3'±RET. s CUR ---- A --- -- - --- --- - --- --------- --------- CURB� ------- ----- Ga F5 0 oao oao 0 SIDEWALK o CF z °•g 33°° i NOTE:GROOVED BORDER MUST SIDEWALK CURB JE MAX' S BE ON THE LEVEL SURFACE AT DRIVE-THRU 00 HE TOP OF THE RAMP. CURB& AC PAVED O O O O O O CURB& ROAD GUTTER PARKING AREA 6 TAPERED GUTTER DRIVE-THRU uusE Hn°P OE AREA OF DETECTABLE RAMP ED EXPOSEDERE ROAD SECTION D-D P.C.C. o 0 0 0 0 0 SDWK WARNING SURFACE WHEN 8ECT10NA-A 6"CURB SURFACE SLOPES ARE BELOW O Q O 00FACE 6.67R TRUNCATED DOMES DETAIL SCALE: 1"=20' NOTE:COLOR OF TRUNCATED DOMES TO BE APPROVED BY THE CITY OF SAN DIMAS&SELECTED BY CONTRACTOR LAT 45" AT TOP ACCESS RAMP DETECTABLE WARNING DETAIL LAPART BASE N.T.S. TYPICAL PLAN Underground Service Alert BENCHMARK REVISIONS SEAL: PLANS PREPARED BY: PREPARED BY: SCALE a g E CITY OF LAKE ELSINORE RIVERSIDE COUNTY FLOOD CONTROL �� o DISTRICT BENCHMARK '`� BARMAN ENGINEERING MOKSUDUR BARMAN Horizontal - 3 OF DLL FREE CONCEPTUAL GRADING PLAN pp DFSC: OUND NAIL N MOKsuos R3oA2o AN m CHIN , CA 400 AV8078U SUITE # D-170, ACCEPTEDc B�63 EXP.DATE 6-30-20 = 40' THE KASSAB TRAVEL CENTER 3 'n 1—U0� No. C69263 A CHINO, GA 9171Q DESC: FOUND NAIL AND RCFC & WCD �7 �7 227-2600 TAG FLUSH IN DRIVE 88 FEET PAVEMENT EASTERON LY OF KESHORE a Exp. - - c vertical 29301 RIVERSIDE DRIVE SHEETS K-RAILS ON LAKESHORE EASTERLY Sp CIVIL �p TWO WORKING DAYS BEFORE YOU DIG OF OUTLET q�OFCAUF DATE: N/A LAKE ELSINORE, CA 92530 Anw L_� Nati.mal ??ni Cilt.R.reI i,f Won•`!'/, /A` e 1 W �l st z R Cho_ H r C I monga .I FI1-1 •nt" 0 a O ar 1-10E Redlan ° 5.1 _.sAngelrs r -,i \erside Morongo � Reservation Banning 'orc,n a Anaheil nt San BMP N0.2 Pe I5 into Long each Park UNDERGROUND CHAMBER ant He[ 1 BMP-TRE Hunt On 't'tr'I SELF-TREATING AREA A.0 PAVEMENT (SEE DETAIL HEREON) Beach LANDSCAPE AREA DMA45 and,0 , e AREA=1,457SF LEGEND OR KEY TO SYMBOLS L o Margaraa s sod r•, J.4'c T �... h:1i ej0 AU TA A!v'1 010 ............ r.. .; ] RV-parkin v PROPERTY LINE .................. ,� yY L'j LOADING I RV-parking RV-parking parking _ _Laguna iguel h:lurrietaF I ] - I - Cahuilla I - Reselvation S D - PROPOSED SLOPE AREA=5,536SF } --- �--- }-- — AREA imp=5,536 S.F 1 .;• 1950 PROPOSED ELEV. PROJECT SITE ( p)= .•. VOL bm 288.1CF •� • (1940) EXISTING ELEV. #EtEJBL� t LISCHARGE POINT P : !MP NO.5 DMA-B I DRAINAGE FLOW (SANTA ANA RIVER) BANDSCAPEAREA 11t AREA=26,397SF(0.61 AC) - -- LOCATION MAP AREA imp=25,339SF I DRAINAGE BOUNDARY A.0 PAVEMENT I VOL(bmp)=1267.7 CF DMA-E NTS AREA=3,383SF AREA imp=1,813 S.F ♦ Y':''>: 'y!?,;; '::rY VOL(bmp)=60.8CF PMA-G - o=5,612 S.F "'' "'tyre•,' rrrrr imp-4,949SF .;e; _ ' 0 VORbmp)-139. CONCRETE PAVEMENT -~r DMA-A ��� ': I Lu *' AREA=27,456 SF(0.63 AC) ® 4 t DMA-H A.0 PAVEMENT AREA imp=23,037 SF(0.52 AC) Z DMA-F 0'7 AREA=29,939 SF VOL(bmp)=2058.40 LLI AREA=4,697SF MPERMEABLE ------------------- AREA imp=28,200 SF h, r•r` > AREA imp=3,137 SF VOL bm =1409.30 -V`t '''max" '`' ±'4 ti ' F VOL bm =120.8CF ;1 {' .y c•.°` .."t�: � I Q 24.00' Ir .�.• rs. "t.�rn=3 ..'i�.. ..i',1 c�rF.�,... _r._,r_———•e—— I =; CONCRETE PAVEMENT 4- STORMTECH M-3500 BMP NO.6 A.0 PAVEMENT w CHAMBERS OR APPROVED LANDSCAPE AREA ' ''.••• EQUAL t I J } J BMP NO.81 I L LANDSCAPEU - BinRFIFNTION BASIN lr U_T_ F � is' Ir BIORETENTION BMEIIJ A** POROUS PAVEMENT IIr /r wR - m 0 o rn 12"x12" ADS-12 1 a o r,in a TOP MANIFOLD POROUS o�o a orl'� R I V E R S I D E DRIVE 'a ASPHALT 6" CURB in 3 1 U FFE 3 � I BEDDING - iO mm��,jj it N 4.0' VARIES 4.0' - — — — — — — — --� LAYER w 00 w, ozwz TOP TOP z"� w OVERFLOW ELEV(T.G) 3 w x n m in PROP. STRUCTURE W/ 4 1 6" MAX (Vbmp) 1 4 . a o 0 o w a ELEVATED BY-PASS iv ?� �wwZox12" OT A IN z PIP PVC SUBGRADE LAYER 2" RESERVOIR PIPE18" SOIL MEDIA ? (NO.2 STONE) ISOLATOR PORT (CLASS A SANDY LOAM) (EXIST SOIL) m GRAPHIC 24:X24" GRATE 30 DI15SCALE INSPECTION 60 90 INLET 12" -3/4" GRAVEL�_Y N Z PORT (AASHTO NO.57 STONE) `�, PERMEABLE PAVEMENT PERFORATED 6" PVC DRAIN IN FEET 1 N.T.S (CLEANOUTS ARE PER APPENDIX B 12 ENGINEERED SOIL 1 Inch= 90 ft. STORMTECH MC-3500 CHAMBERS OF THE LID BMP HANDBOOK) MEDIA MUST BE 85% PERMEABLE PAVEMENT SPECIFICATION: MINERAL COMPONENT OR APPEOVED EQUAL) AND 15%ORGANIC. UNDERGROUND CHAMBER DETAIL TYPICAL BIORETENTION DETAIL 1. PAVEMENT THICKNESS ----- 2. BEDDING LAYER ---------2" N0. 57 STONE o 3. RESERVOIR LAYER ------ -NO. 2 STONE NTS NTS roun Under d Service Alert BENCHMARK REVISIONS SEAL: PREPARED BY: g SCALE CITY OF LAKE ELSINORE RIVERSIDE COUNTY FLOOD CONTROL 1 DISTRICT BENCHMARK11 Call: TOLL FREE OF DESIGNATION: Z 12924 0' MOKSUDUR BARMAN Horizontal 7� �MOKSUWR BARMAN Z W.Q.M.r 1—800 ELEVATION: 1266.57 069263 R.C.E.NO.C69263 UP.DATE: 1" = 30' DESC: FOUND NAIL AND RCFC&WCD Na. THE KASSAB TRAVEL CENTER 227-2600 TAG FLUSH IN PAVEMENT ON LAKESHORE C EV.6-30-18 a ACCEPTED BY: Vertical 29301 RIVERSIDE DRIVE 1 -SHEETS f U DRIVE 88 FEET EASTERLY OF TWO WORKING DAYS BEFORE YOU DIG OF OUTLETN LAKESHORE EASTERLY `�q�.OFICpOP N/A DATE: LAKE ELSINORE, CA 92530 ROK wE ER SrorE9.KARAK wE92ER SrorE9.KOROK wE93 R SrorE9.KOROK wE94 R SrArEa.KAROK wE95 R SrorEa.KOROK wE96 R SrorE-.KOROK -- ---------- --wE9�E wEa 8R SrATEa.KOROK wEa 9R srorE-.KOROK 19— SroTEa.KOROK wE��ER SroTEa.KARAK wEa12 srorEn KOROK wE_13R 9rerEs koROK wEa14R� 9rerE s A AREA TABULATION WALL LEGEND F A A B C D m r ROOM NAME & NUMBER NET AREA ❑ 2"x b"EXTERIOR STUD WALL DE p w 152' CVS"CEMENT PLASTER OVER EXPANDED u J p SALES AREA 3641 SQ.FT. PI METAL LATH AND 2 LAYERS#15 ORADE D F WI M 50, 56' 64' BUILDIN&PAPER WITH R_Io BATT • j 100 INSULATION-EXTERIOR SIDE)+(5/8"bYP ; y CASHIER 416 SQ.FT. BD.-INTERIOR SIDE) 4 SEE EXTERIOR ELEVATIONS FOR COLORS 4 1 Q 101 FINISHES;REFER TO INTERIOR ELEVATIONS 4 Q FINISH SCHEDULE FOR INTERIOR FINISHES _p PI P PI 1 102 ❑— P FEf-0 3E TOILET 4 SQ.FT. (SEE E P-OUTS m PI PI 'EXTERIOR WALL PO AS PER P-I h WESTERN STATES ENGINEERING 14'-9" 1 i_L1J 63 "! 8 0 FIN15HES RIOR ELEVATIONS FOR COLORS 4 A A DESIGN-BUILD COMPANY 9 2 Z 4887 E.LA PALMA STE.707 _ F MALE TOIL 7 MALL TOILET 151 SQ.FT. A /BACK GMJ II TEL:(l14)fi`959300 FAx:B(114c693-1002 1 F 04 °' BK R urlurr RO M O 102 -- - 104 - I 105 - 3 P — Q e) 112 L J PI UTILITY/BACK ROOM 69b SQ.FT. 3 ■CONSULTANT/SEALS `�, 105 ❑ 2"x 4"(2"x b"®TOILET WALLS ADJ TO Y — _ m PLUMBINb FIXTURES)INTERIOR STUD WALL® Y E __ N WALK-IN COOLER 1 442 SQ.FT. I6"O.G WITH 5/8"45YP BD ON EACH SIDE fl m 3 I —� 106 WALK-IN VZi — S L_J OOLER GA 106 U.O.N.(REFER TO INTERIOR ELEVATIONS 4 L—� L—J 101 IS'-T„� R 15'-T' ll Z9 1 22 108 FINISH SCHEDULE FOR FINISHES) a WALK-IN COOLER 2 &eB SQ.FT. u f OM-1 = OSR-2 r F 110 n 111 a OR TOBACCO107 ❑ MANL WALK-IN COOLER WALLS AS PER A i U � MANUFACTURER'S SPECS A CASHIER - L_J '^ OK--IN COOLER GAVE 252 SQ.FL Z w PI m ( I 101 4' 4' 4'-II" u H a r — P SO DA/GOFFEE/SALAD BAR 364 SQ.FT. A H w I m 109 A Y N I Nt 9'-2" GISR-I 423 SQ.FT. e r s'-Iv' 32' 9'-q^ 23 110 n _; " C-STORE � � OM-2 423 SQ.FT. n A=±8,360 t 1 t PI i SALES AREA v SODA BACK ROOM 139 SQ.FT. 7 z I 26 5 9 4 4 � n 112 n A I CORRIDOR/HALLWAY 52 SQ.FT. ¢ m u I a, 28 u PII s A/COPPEE/SALAD BAR 1 TOTAL NET AREA �,Q40 S.P. e ■sueMlrraL Q I 109 - 5 29 ( NO.DESCRIPTION BY DATE I A s I r -mom' N F1ALK-IN COOLER 2 I 2 m f-real f-real frzn frzn ice ice i e ice m 107 fd fd rea rea e 3 Q2 I ----------- --- ------ -- ---- — Q ■REVISIONS A waterwaterwaterwater PI PI I z L NO.DESCRIPTION BY DATE Fp L J AF o w u � FLOOR PLAN-C-STORE a SCALE: 1/8-=VI YNORTH Q _A A w m Q Q F F A A A z z C A E MF WE B o F A A w w 3 Y Y Q Q C A Q Q ■OWNER NAME 8 ADDRESS A A f MR.RON KASSAB a a F F A A Z Z C A D F PD A A w w ■PROJECT NAME&ADDRESS Y Y THE KASSAB TRAVEL CENTER a rc Gas Station,RV Fueling Station 8 Y Y QSR w/Drive-Thru A A W m 29301 RIVERSIDE DRIVE LAKE ELSINORE CA n F F m A 30 ■NOTE TO CONTRACTOR 9 Z CONTRACTOR TO NERIn LOanoN AND DEPTH OR ALL Q A w w OF WxSTRUCTgx. C N A C ■CONFIDENTIALITY STATEMENT 5 w u THESE DRAw1NGS.WITH ITs ACCOMPANYING CONER¢r Sa 3 3 DOCUMENTS,ACTING HERE FOR AS INSTRUMENTS OF 5ENU Y Y ONER WHEETHER o CO ESTT FOR WCHD OR SE ARE ME DOLUSNE PROPETHEY NOT WERE OOP R ED IS Q Q AR NOT TOEEE REPRODUCED.DISTRIBUTED,DISCLOSEER,OR tt A BE FURNERED.IN PART OR IN WHOLE.FOR ANY IN DI Q < CORPORATE ENDn AND/OR ACEry WITHOUT EXPRESSED, W Y Y N TeL AUE USED EY FROM ITS O'NNEft/AUTHOR MEY ON g m u A m rvor TO RE useD ar ME anrvm NOR ANY OmER dnm ON ANr AE I OR FOR ANY EXTENSIONS OR l I WIF oR 5 P F uTERAnms TO ME OwGINu 0LN ROM MUDS Ur EEMENN OSE 0 A AuixORrzATDN AND PERMISSION FROM AxO R NENT WIM THE DESIGNIN THE 1£GAL/ILLEG4L USE 6 ERHES DOCUMENTS IS BOUNDED BY EXISTING PROPRIETPRY PoCH6 ACT—"AND LAW OF THE STATE. Z = p A ■DESIGNED BY: WS w w l;BN AB 0DRAWN BY: WS w w 3 E CHECKED BY: JK C Y P ■DATE DRAWN: 09.07.18 ■SCALE: 1/8"=1'-0" S Q Q Y Y SHEET TITLE W C-STORE F a A A FLOOR PLAN t t �A m n w wA BLDG SHEET NUMBER y Y A A-1 .0 p p ■JOB No ■CUP No v-.----- ---- :.----.Fm.....K -_- -_e_- e eK -_--- -_ - ---- -_-- -_e_- e eK -_- -_ -- e eK -_- -_e_- e eK -_- -_e_- e eK -_- -_e_- e eK - - -_e_- eReK -_- -_e_- e eK - - -_e_- e eK - - -_e_- e eK -_- -_e_- e eK - - -_e_- Y E95016 CUP-2018-00003 A > s�E -_A_- A - ,. .. ,. .. .. ROK wE ER SrorE9.KARAK wE92ER SrorE9.KOROK wE93 R SrorE9.KOROK wE94 R SrArEa.KOROK wE95 R SrorEa.KOROK wE96 R srorEa.KOROK wE9�E-- ---------- wEa 8R SrATEa.KOROK wEa 9R srorEa.KOROK wE 1�R SrATEa.KOROK wE��ER SroTEa.KOROK wEa12 SroTEn.KOROK wE 13R SrorEs.koROK wEa14R SrorE n A p A A B I II q C ELEVATION KEYNOTES 4 II II I mw t T - ——— MATERIAL A Will A ❑ e Ye°EXTERIOR CEMENT PLASTER 20/50 STUCCO pJ W FINISH OVER 6ALV.METAL LATH$ 151b.BUILDING A PAPER. USE A MIN.2 LAYERS GRADE D PAPER ; OVER ALL WOOD BASED SHEATHING.(USE SCREWS iOR STAPLES). Q �~• S——————— ——— ❑ e ALUMINUM STOREFRONT(REFER TO DOOR B WINDOW p A ----- ------- --- -- - ------- -- ------ ______ _ f - SCHEDULE) h WESTERN STATES ENGINEERING TRAVEL CENTER Q A DESIGN-BUILD COMPANY A m S I�A E S I('�N/` E m ❑ e PARAPET WALL WITH METAL GOPIN6 GAP A Z (Il = GA A I'y�' - ED Z 4887 PALMA STE.707 csa azso� W a °w•—— N I]!• m -,q ❑ 4 (BYO HERS)DER SEPARATE PERMIT A' TEL Q14)fi`959300 FAX:B(114c693-1002 W _ A wasiarr: a com EEj 8 P9 ❑ e WALL REVEAL/CONTROL JOINT W n 3 ■CONSULTANT/SEALS Y Y Q - p Y ❑ e WALL MOUNTED EXTERIOR LIGHT FIXTURE p ❑ e METAL SERVICE DOOR F c•t• - TF N 4T p ❑ e ROOF CANOPY WITH TENSION GABLE SUPPORT ¢ H F I 9 I II I 2 8 = I I II I b I b B FH - - - - - - - - ❑ eq METAL SHEET FASCIA GLADDIN6 3 FRONT ELEVATION -@ RIVERSIDE DRIVE Y 1 ❑ 6FRG PRE-CAST CONCRETE BASE PANELS r SCALE: 1/8"=1'-0" - n e ❑ II FIBER CEMENT PANELS A- p A 0 ❑ ROOF LINE PROJECTION A 2 e Z G F ❑ e METAL WALL TRELLIS uG I II II - I II 9 5 8 s 9I e• 9I•!• FINISH COLORS-BUILDING A e SUBMITTAL 1 --— --— ( NO.DESCRIPTION BY DATE i my ❑ COLOR TO MATCH 5HER04IN WILLIAM5 i 7 Y -- SW(55 19'UERSEY CREAM" Y y �r-o•_ toe•__ w•-— 06"a'_— COLOR TO MATCH 5HERWIN WILLIAM5 1w 4 F ❑ SW 6461 "ISLE OF PINES" Q ■REVISIONS -__-_- COLOR TO MATCH 5HERWIN WILLIAM5 A NO.DESCRIPTION BY DATE ----- ------ F F lew-— --- G 5W 91 53"DARK GLOVE" u F Q p e COLOR TO MATCH 5HERWIN WILLIAM5 p W ❑ SW 6052"GOBBLE BROWN" ? A m m =i la•-a•_— ip ❑ COLOR TO MATCH 5HERWIN WILLIAM5 p A p n 1Q; -— n n --— � SW 9092"ICED MOCHA" p y E9 8 p — A F (V IV ttl Q A z I I t C A E o'-e' — o,;. — o,;. — E 3 1 6 B 2 b b II C A C LEFT SIDE ELEVATION A RIGHT SIDE ELEVATION - @ COLLIER AVE. A ■OWNER.RON ASSAB i SCALE: SCALE: 1/8"=1'-0' i MR.RON KASSAB F F A A Z Z C A D w, 1D A A W A 3 ; ■PROJECT NAME&ADDRESS THE KASSAB TRAVEL CENTER s Gas Station,RV Fueling Station rc D C B A rc 9 r 5 I I I II y QSR w/Drive-Thru W A ur W A 29301 RIVERSIDE DRIVE E LAKE ELSINORE CA 92530 m �<-— A ■NOTE TO CONTRACTOR U 8-0'— 8-0'— p UIILL L�T ON�SRE RIND oFY�ilSllE PEN ROR TO SPIP OR TART W p OF WNSTRUCTgx. C N A C ■CONFIDENTIALITY STATEMENT 5 w ? TnEEE R-RDS.WITn ITs ADCDNPAREND ION--1 - -- ------------ ----------- --- --- - - ------- --- ---------- ---- ------ ------ ------ - -- J SmI6Ee ARE OREMUUs�EPeoaEanEsaTMDisORFEOFER CH TPU WERE ��w P Q Q IS MECNOT i0 8EUTED MO CAEPROI OLD,N OPUTRU DEECLOEED,01 A h EE FURNERED.IN Pear aR IN wnaE mR ANr wDIWD,wL. 1 < CORPORATE ExDn MO/OR ACEry W m�OUT EXPRESSED, Y Y IfG4 AUMORUIgN FROM ITS OWNER/AUTHOR THEY ME g A i0 Ia-0 — p W ry — A NOT 1U BE USED B!ME tlXNER NOR ANY OMER fMRY ON Q ry ry Q MY 5 PT WS T OR FOR MY E%TENSCNS OR MDITgNS OR P r uTERnors TO ONEDwslNu PRwwT nPEcr ar rR,rEx A 15 0 05 winORrzATON ArvO PERMISSION FROM AxD MREENEM aM THE OESIGNINiHE 1£G9L/ILLEG4L USE 6 MESE DOCUMENTS IS BOUNDED BY EXISTING PAOPAIETPRY PoCH6 Z 45 t ACT A LAW OF THE STATE. = p A ■DESIGNED BY: WS IB m AB 3 — ; ■DRAWN BY: WS W 8 CHECKED BY: JK C Y Dy. P ■DATE DRAWN: 09.07.18 ■SCALE: 1/8"=1'-0. 6 Q m : : ■SHEET TITLE w ELEVATIONS nC-STORE A REAR ELEVATION p t 4 w SCALE: 1/8'=1-0' p rA rA FA A BLDG N SHEET NUMBER y Y A A-3.0 p p ■JOB No ■CUP No v-.----..---- :.,.,,:�u..m...W.K -�_- �_e_- e eK -�_- �_e_- e eK -�_- �_e_- e eK -�_- �_e_� e eK «_- �_e_� e eK «_- �_e_� e eK -_- �_e_� e eK -_- �_e_� eReK «_- �_e_� e eK -_- �_e_� e eK -_- �_e_� e eK «_- �_e_� e eK -_- �_e_� Y E95016 CUP-2018-00003 ROK wE 7 ER SrorE9.KARAK wE92ER SrorE9.KOROK wE93 R SrorE9.KOROK wE94 R SrArEa.KAROK wE95 R SrorEa.KOROK wE96 R srorEa.KOROK -- ----------wE9�E wEa 8R SrATEa.KOROK _9R srorEa.KOROK wE 1�R SrATEa.KAROK wE��ER SroTEa.KOROK wEa12 SroTEn.KOROK wE 13R SrorEs.koROK wEa14R SrorE n A A W ELEVATION KEYNOTES Z Z r MATERIAL A J ❑ e CANOPY FASCIA AGM(ALUMINUM COMPOSITE uJ M 3 PANELS)BY OTHERS ; 4 ❑ 2 TYPICAL LED ILLUMINATED ORANGE WAVE/BAND 1 C - (FABRICATED IN ALUM.)BY OTHERS p Q Q i ❑ e CANOPY STEEL COLUMNS TEX-COTE p 2 Q WESTERN STATES ENGINEERING a ❑ e 6"HIGH CONCRETE CURB ISLAND a A DESIGN-BUILD COMPANY p 4887 E.LA PALMA STE.707 W 13 g A TEL 1714)895-93001AX 1714cfi93-1002 � 0 _ 6"MIA.U-SHAPE STEEL BOLLARD A� - a �r, a -moo,-,., 3 v f g 3 ❑ e MULTI-PRODUCT FUEL DISPENSERS(-16 STANDARD ■CONSULTANT/SEALS y BY OTHERS) y ❑ e CANOPY L060/SI&NASE('76 STANDARD BY OTHERS) P 2 0 lOV A Fm 6 ❑ e AMENITY UNIT Q Z ❑ 9 FLAG 61&N FOR FUELING POSITION Z C g e (MOUNTED TO CANOPY COLUMN BY OTHERS) A W _ � u H u ❑ FLOWER PLANTERS uH 3 � ? 4 ❑ II FIBER CEMENT PANELS Q _ Q Y Y 0 ❑ e EXTERIOR CEMENT PLASTER A A A CANOPY 1 FRONT ELEVATION - @ RIVERSIDE DRIVE FINISH COLORS Z J SCALE: 1/8"=V-0" Z C p ({F COLOR TO MATCH 5HERWIN WILLIAMS FG ❑ SW 6399"-IERSEY CREAM" u y ❑ COLOR 70 MA7CH WIN WILLIAMS y ■SUBMITTAL SN-10-12"ICED MOCHA' NO.DESCRIPTION BY DATE r p s I 9 2 Y 2 0 A A A 3 Q Q 4 0 how• A ■REVISIONS NO.DESCRIPTION BY DATE Z Z F F A u u � k. 9 Y 2 O Q � Q A 6 II a A p A F o Q A A A 0-m E AF WE B o F A A w W 3 y 4 8 y Q Q Q Q NAME& ER 2 CANOPY 1 RIGHT ELEVATION -@ COLLIER AVE ■DWNMR.RON KASSABs F SCALE: 1/8"=VI a A A Z Z r p D PD A A W W 3 ; ■PROJECT NAME&ADDRESS S y I 2 a 2 y THE KASSAB TRAVEL CENTER Gas Station,RV Fueling Station Y Y QSR w/Drive-Thru A A m W A 29301 RIVERSIDE DRIVE 5 4 LAKE ELSINORE CA 92530 W m A ■NOTE TO CONTRACTOR 9 Z v CONTE TO E AN OFF-S START iO AND DEPTH A OB E O p p W W OF Wx51HUCTgx. R C N � B a A C ■CONFIDENTIALITY STATEMENT 5 W THESE MEANINGS.WI n IR AICMMP N 111 wx E r 4 _ Sa MOCUMEAR,ACTING HERE FOR AS INSTRUMENTS OF SERMSEU Q h ~ N Q EMECUIFO ANMPCONSTAUCTED OR NOT THESE DOCUMENTS WHEME E AIR NET TO RE THE ECCT MR PCH THEES ER THIN PAREDDESM IS BE FUNNMENEUE AEART OR IN WHCCE DISTRIBUTED,O INgA1L.H ANY ING 6 Q CORPORATE ENTRY D/OR ACENn WNHOUT SIMMERED, RED, O Y O - NETT AUIHORESIEY FROM ITS OWNER/AUTHOR TEEM ME W A MY PsaEcr OR FOR mY ExTENs oxs MA ADDmaxs oA 6 or TO RE useD aY ME anrvm NOR ANY MmER dnm ON 5 A - F ALTEMB NO TO ME ORGINAL PRELEOT ERPECT BY WNITTEA AuixO E DESI AND PERM EEL/FROM AND AGREEMENT NIIH TEE DES GNET THE Y EXIST G PRO USE 6 IHFSE ACTMENTS IS ANO LAW NOFPER THE ExPAOPA Error PoCHR Z = p p ■DESIGNED BY: WS W W l;BN AB 0DRAWN BY: WS 3 8 4 6 ¢ $ ; III CHECKED BY: JK ■DATE DRAWN: 09.07.18 5 p p ■SCALE: 1/8"= € CANOPY 2 FRONT ELEVATION -@ RIVERSIDE DRIVE CANOPY 2 FRONT ELEVATION-@ COLLIER DRIVE ■SHEET TITLE w J SCALE: 1/8"=111 SCALE: 1/8"=V-0' ELEVATIONS P A CANOPY Z Z �A m n w W A BLDG SHEET NUMBER 3 3 e y y -3.1 p p ■JOB No ■CUP No v-.E----M..----M...7,:.B.----•EAENI.".... -_e_- e..eK� .,.-�_-.�� -_e_- e..eK -—-- E95016 CUP-2018-00003 e..eK� .,.-�_-.�� -_�_- e..eK� .,.-�_-.�� -_e_- e..eK� -_-.�� -_e_- e..eK� -_-.�� -_�_- eReK� -_-.�� -_e_- e..eK� -_-.�� -_e_- e..eK� -_-.�� -_e_- e..eK� -_-.�� -_e_- e..eK� -_-.�� -_e_- Y F1 F2 F3 F4 F5 F6 PAINT FINISH PAINT FINISH PAINT FINISH PAINT FINISH NOR SW 6379 SW 6461 SW 9183 SW 6082 PAINT FINISH PAINT FINIS JERSEY CREAM ISLE OF PINES DARK CLOVE COBBLE BROWN SW 9092 W 6885 MOCH NOCKOUT ORANGE F2 F6 F3 F5 F1 F2 F4 F6 F3 F5 F1 F4 F2 F4 F6 LA ROWS TRAVEL CENTER I'."•:�. � .if m `- � — I 1\ ! • -. eye' j -. — ..�: �•Cssfaa' S'1'' �. - �4 .._... I I __ I. .v i �.'1 I X ,. .., F7 FS vi PROPOSED: THE KASSAB TRAVEL CENTER 4887 E. La Palma Ave.Ste.707 Gas Station with C-Store, RV Fuelin station,g KARAKI Anaheim P [714] 695.9300 CA 92807 and QSR wi Drive-Thru Ws') F [7141693.1002 29301 RIVER SIDE DRIVE LAKE ELSINORE CA 92530 FRONT ELEVATION @ RIVERSIDE DRIVE -�_ —� ROI�'S I - _•. n n.� � i � �� �� I � is ,.� ' �\ • � � r i ! PROPOSED: THE KASSAB TRAVEL CENTER 4887 E. La Palma Ave.Ste. 707 Gas Station with C-Store, RV Fuelin station,g KARAKI Anaheim P [714] 695.9300 CA 92807 and QSR wi Drive-Thru Ws') F [7141693.1002 29301 RIVER SIDE DRIVE LAKE ELSINORE CA 92530 sa i j RIGHT SIDE ELEVATION @ COLLIER AVE ._s PROPOSED: THE KASSAB TRAVEL CENTER 4887 E. La Palma Ave.Ste.707 Gas Station with C-Store, RV Fuelin station,g KARAKI Anaheim P [714] 695.9300 CA 92807 and QSR wi Drive-Thru Ws') F [7141693.1002 29301 RIVER SIDE DRIVE LAKE ELSINORE CA 92530 ELEVATIONLEFT SIDE PROPOSED: THE KASSAB TRAVEL CENTER 4887 E. La Palma Ave.Ste.707 Gas Station with C-Store, RV Fuelin station,g KARAKI Anaheim P [714] 695.9300 CA 92807 and QSR wi Drive-Thru Ws') F [7141693.1002 29301 RIVER SIDE DRIVE LAKE ELSINORE CA 92530 PROPOSED: THE KASSAB TRAVEL CENTER 4887 E. La Palma Ave.Ste. 707 Gas Station with C-Store, RV Fuelin station,g KARAKI Anaheim P [714] 695.9300 CA 92807 and QSR wi Drive-Thru Ws') F [7141693.1002 29301 RIVER SIDE DRIVE LAKE ELSINORE CA 92530 'A&1jA*7ZJA F.'=1 . � F1 F2 F3 F4 F5 F6 PAINT FINISH PAINT FINISH PAINT FINISH PAINT FINISH SW 6379 SW 6461 SW 9183 SW 6082 PAINT FINISH PAINT FINISH JERSEY CREAM ISLE OF PINES DARK CLOVE COBBLE BROWN SW 9092 SW 6885 MOCH KNOCKOUT ORANGE F2 F6 F3 F5 F1 F2 F, F6 F3 F5 F1 F4 F2 F4 F6 I RON'S TRAVEL CENTER • 'per . ""��� T -. _ - �� i `�`_`, --- — ip t t � ,* IF 11 ". x: ' i _s_��e�e_..�.. �.-c- nwn. �•^� .'Q �'� ----- >aa.�,,.: ....- I __ .I. 3 i i i.'1 I I _�.�!.' .. is i .!i �.. • r J__ F.._+ F5 ��\\ i� fl 11/ 1.ill t]MR Al PROPOSED: THE KASSAB TRAVEL CENTER 4887 E. La Palma Ave.Ste.707 Gas Station with C-Store, RV Fuelin station,g KARAKI Anaheim P [714] 695.9300 CA 92807 and OSR wi Drive-Thru Ws') F [7141693.1002 29301 RIVER SIDE DRIVE LAKE ELSINORE CA 92530 GENERAL NOTES KEY NOTES 1. ALL DIMENSIONS SHOWN TO FACE OF EXTERIOR WALLS ARE FACE OF 5. FOR EXTERIOR WALL TREATMENT,SEE EXTERIOR ELEVATIONS. 12. OWNER SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS PER LOCAL 17. PROVIDE APPROVED PANIC HARDWARE ON EXIT DOORS. O ROOF DRAINS PER 11/A9.3.SEE SITE PLAN FOR 14 GREASE TANK/BULK OIL SYSTEM,SEE KITCHEN STUD,ALL DIMENSIONS SHOWN TO INTERIOR WALLS ARE TO CENTERLINE FIRE MARSHAL.GENERAL CONTRACTOR TO INSTALL. CONTINUATION. DRAWINGS. OF STUD,OR FACE OF FINISH GYPSUM BOARD OR PLYWOOD. 6. ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT ANY 18. CONTRACTOR TO PROVIDE BORIC ACID TERMITE PROTECTION IN 15 SPECIAL KNOWLEDGE OR EFFORT OR THE USE OF A KEY. 13. BUILDING ADDRESS NUMBERS SHALL BE A MINIMUM 12"HIGH ALL WALLS. O GAS METER,SEE PLUMBING DRAWINGS. IRRIGATION CONTROLLER IN TAMPERPROOF ENCLOSURE, 2. ALL EXTERIOR WALLS SHALL BE 2x6 WOOD STUDS AT 16"O.C.W/ 7 ALL EXTERIOR DOORS SHALL BE WEATHERSTRIPPED.ALL EXTERIOR AND BE OF CONTRASTING COLORS. SEE LANDSCAPE AND ELECTRICAL DRAWINGS. . 5/8"WATER RESISTANT GYPSUM BOARD ON THE INTERIOR FACE, JOINTS AROUND DOOR FRAMES&WINDOWS&AT ALL PENETRATIONS 19. GENERAL CONTRACTOR SHALL COORDINATE THEIR WORK WITH 3O LINE OF FOOD SERVICE EQUIPMENT,SEE KITCHEN DRAWINGS. 16 MOP SINK,SEE DETAIL 16/A9.2. U.O.N. THROUGH BUILDING ENVELOPE SHALL BE SEALED USING SEALANT& 14. ANY TIME THE BUILDING IS OCCUPIED,THE MEANS OF EGRESS THE WORK OF THE FOOD SERVICE EQUIPMENT CONTRACTOR. CAULKING.ADDITIONALLY,FOAM INSULATION SHALL BE PROVIDED IN& SHALL ILLUMINATED AT AN INTENSITY NOT LESS THAN 1 4O R-19 BATT INSULATION IN ALL EXT.WALLS AND SOUND 17 ROOF OVERHANG ABOVE. 3. ALL INTERIOR WALLS SHALL BE 2x4 WOOD STUDS AT O.C.W/ F00T-CA ELECTRICAL AT THE FLOOR LEVEL SEE ELECTRICAL DRAWINGS. 5/8'WATER RESISTANT GYPSUM BOARD ON BOTH SIDESES,,U.O.N. AROUND ALL WINDOW AND/OR DOOR FRAMES WHERE METAL MEETS 20. FOR ITEMS FURNISHED BY OTHERS&INSTALLED BY GENERAL INSULATION IN ALL RESTROOM AND WORKSTATION WALLS. WOOD FRAMING PLUS ALL EXTERIOR WALL OPENINGS/PENETRATIONS. 15. PROVIDE EXIT SIGNS FOR EGRESS IDENTIFICATION.SEE CONTRACTOR SEE KITCHEN DRAWINGS. LINE OF CANOPY,TYP. A. O INDICATES INTERIOR WALL FACE W/5/8"PLYWOOD IN LIEU OF ELECTRICAL DRAWINGS. O BARRIER POST,TYP.,SEE SITE DETAILS. 18 8. ALL GLAZING WITHIN DOORS AND OPERABLE WINDOW,AND ALL GLAZING marks 5/8'WATER RESISTANT GYPSUM BOARD. ADJACENT TO DOORS SHALL BE TEMPERED AS REQUIRED BY CURRENT 16. PROVIDE APPROVED EGRESS ILLUMINATION AND ILLUMINATED 21. CONSULT CONSTRUCTION MANAGER FOR REQUIREMENTS FOR AIR O LINE OF CONCRETE CURB,TYP. 19 PROVIDE NON-COMBUSTIBLE BLOCKING IN WALL FOR KITCHEN Ctrcl-litects O2 INDICATES INTERIOR WALL W/1/4"GYPSUM BOARD OVER BUILDING CODE. EXIT SIGNS.SEE ELECTRICAL DRAWINGS. CURTAINS AT DRIVE THRU AND CASHIER WINDOWS AND AT EQUIPMENT.SEE GENERAL NOTE 4 THIS SHEET FOR ADDITIONAL 5/8"PLYWOOD. DINING ENTRIES.PROVIDE DOOR SWITCHES AS NECESSARY. O INFORMATION O INDICATES EXTERIOR WALL W/5/8"GYPSUM BOARD OVER 9. POST OCCUPANCY LOAD SIGN IN CONSPICUOUS PLACE NEAR MAIN 7 WALK-IN FREEZER AND COOLER,SEE KITCHEN DRAWINGS. EXIT AISLES SHALL MEET ALL APPLICABLE CODES. 20 PARTIAL HEIGHT INTERIOR WOOD STUD WALL.SEE INTERIOR EXITS AT 6'-10"A.F.F. CAULK AROUND ALL SIDES."MAXIMUM 5/8"GYPSUM BOARD TO BE FLUSH WITH INTERIOR WALL. ELECTRICAL METER,SEE EXTERIOR ELEV.AND ELECTRICAL DRAWINGS AND DETAIL 20/ID3.1 FOR ADDI710NAL INFORMATION. SEATING CAPACITY----.FOR SEAT COUNT,SEE'BUILDING G) B.® INDICATES INTERIOR WALLS THAT SHALL BE DATA-ON SHEET TS1.0. DRAWINGS. 2x6 WOOD STUDS AT 2a"O.C. O CO2 FILL BOX,SEE EXTERIOR ELEVATIONS. 21 SEE BELECTRCAL DRAWINGLOCK OUT AT THIS S. FOR LIGHTING TIME CLOCK, C.® INDICATES WALLS THAT SHALL BE: 10. ALL FINISH SURFACES SHALL HAVE A FLAME SPREAD CLASSIFICATION ' OF CLASS C OR HIGHER(FLAME SPREAD INDEX 76 THROUGH 200& INTERIOR: 20ga 5 1/2"STL.STUDS AT 24"O.C.USE 10 ELECTRICAL PANELS,SEE ELECTRICAL DRAWINGS. 22 END CAP ON WALL TO BE FLUSH W/SOFFIT FINISH ABOVE.SEE NON-COMBUSTIBLE BLOCKING AT THIS LOCATION. A SMOKE DENSITY RATING OF 450). INTERIOR DETAILS FOR ADDITIONAL INFORMATION. D.TYPICAL INTERIOR WALLS,SEE DETAILS 1$A9.2 AND 1 A 2. 11• ALL DRAPES,CURTAINS&DECORATIVE MATERIAL PROVIDED AND/OR 11 GREASE TANK/BULK OIL SYSTEM BOX,SEE KITCHEN 23 DRAWINGS. INSTALL 5/8^GYPSUM BOARD OVER STEEL STUDS.DO NOT INSTALLED BY THE GENERAL CONTRACTOR SHALL BE MADE FROM INSTALL F.R.P.BEHIND HOODS.SEE KITCHEN DRAWINGS FOR 4. PROVIDE 2x SOLID BLOCKING IN WALLS AS REQUIRED FOR NONFLAMMABLE MATERIALS OR TREATED WITH FLAME RETARDANT AS 12COUNTER AT DRIVE-THRU NOTE 8 THIS SHEET AND DENDOWI3/9E GENERAL STAINLESS STEEL FINISH. architecture REINFORCEMENT OF ALL GRAB BARS,RESTROOM FIXTURES,PLUMBING APPROVED BY THE LOCAL FIRE MARSHAL. 24 LANDING BEGINNING ELEV.0'-0"TO SLOPE MAX 2%AWAY interior design LINES,WALL BUMPERS AND MILLWORK ATTACHMENT,ETC.SEE SHEET 13 LADDER TO ROOF,SEE DETAILS 10/A9.0 AND 7Q,/A9.0. FROM BUILDING. Aa FOR RESTROOMS AND SHEETS K2,0.K2,1.AND KU FOR KITCHEN,EMPLOYEE AND WORKSTATION AREAS. 25 AREA OF ADDITIONAL FURRING. retail restaurants space planning T 1.5 2 4 master planning z 3 lead accredited A6.1 A5.0 42'-8 1/4' 33'-11 1/4" rasp 26'-7' 16'-1 1/2° '-6 1/2" 6^ 2643 fourth ave. 8'-11 1/2" 4'-4"R.O. 13'-3 1/2- 16'-1 1/2"FURRED FINISH 3'-4" 6'-11'R.O. 6 20'-1 1/2' t3" 0 1/2' 2•_4^ son diego Ca 92103 F.O.F.TO F.O.F.O 619-702-9448 25 3'-3' 3'-4' 2" 19'-1 1/4'R.O. EQ. 6'-6" EQ. 17 71905 hwy 111#f rancho mirage ca 92270 760-610-5264 14 --17--------- ---- --24-- -- A9.1 2 6 ENLARGED --------------------------------------------------------------- ------------------ ---------------------- ------ 9 A5.0 A7.0 PLAN '� 11 101 A A 1, \ A SrGD Rc _D. N `N 5 24 103 16 -- - - - - - - 3 19 m 20 v 11\ 17 O C-31482 ��^�,F� A9.5 Ag.51 m II I - __ 11j ° 5'-1 1 2 3 _0 1/2• _2 3/4• _0 /4^ - 0-22017 �1�•'�. J 1 4 16' 1 6' 6'mIF----i--- L 10 A9.4 - TYRm J 1 1 `� MINI _ 2rA9.4 N1Y-111/4' L_ _____r--�- r 3'-5°I ,j A9.4 MEN WALK I `--- 1oa - - r J 2 DRY STORAGE ' 0 I 110 17 15 marksALL architects ochi RTS,P nH s gO16 FREEZE ��-\� I T I Op _.__ I -� 3•_7• 16 ND DOCUMENTS PREPARED BY MARKS O u 109 L----J �e 3'-4" 4% NEE WALL A95 ° ARCHITECTS SHALL REMAIN THE PROPRTY OF MARKS Aliy i / I AND ISSN END D FOR USE FORCTS THIS ox IF -1 II 9 1 L-J 1 l 111 UGN ,n SPECIFIC PROJECT ONLY. c z ii A9.3 1 F - q oO \I 12 x 7 11 1 - J 105 EW III ❑ b ID3.0 PLANNING SUBMITTAL GALLEYIPR iy `--------�`--------� TYP. 1 J a -----,r-------r----, ---- 1 =�- 1 SE ICE I •- DINING \ I I &11 ° 3 lii WOMEN 1 li F------i a SEE I.D.PLANS FOR 100 1 BUILDING SUBMITTAL 0 '- / 1 1 1 I CEO 111 N 3 11 3 4° L____J 0 1I II 1 2 L_ INTERIOR ELEVATIONS 0 , m I`-------a 1 r---- i I , w WALK IN; �' .i x M'1 COOLER' I J � I N A / 6 --+-� 108 L----J A9.3 ' III 1i� 7-01 2 i n L---- TYP. I Lj EE STRUCTURAL I� 1 . FOR CURB.BELQW 77 ,.,-,.`, -----T n I) A5.0 19 ------ 1 j ---- 11 v iv N A5.0 __-- c t 8'-11" li 11 16-1 1/2"1 1 II p_0• M 13-5 1/4•I 2 I 0 `-------- 4 z li ii 11 q 11 1'_q^ n ID3.0 M° 3 Q v 23 I II I I II I , II 1`------`---------JI -----� ---- `---" L__ 2 J A6. KITCHEN r`= --- MK TYPE: MK9CS_SM2 106 103 1 24 d 3 T-10 1/2" 5'-4 1 4' 1 ° r---r JIB / / _J I 7_y. 3 i i_-- i ii UBLIC I < A6.0 T-------- ' -�, 1 ° --�- a 101 9 1� ADDRESS: LAKE ELSINORE 1 -f_F-_= 1 _ i J i a= ` r T_S�1J}, �i CALIFORNIA __ 7 I v I Ilr -_` I nil T C N 1 N 1 15 6 ? n 18 5 21 4 i I H W-11 3 4" _____.3 R.O. _--------- 18 i_. 6 12 22 20 EMPLOYEE LWORKSTATION 107 106 5 2'-0' 1 17r\L F.O.F.UTOREDOFF FINISH r-s'I, HIGH MOISTURE REGIONS in the box 4'-8" 12'-7 1/2- R.O. 18 25 18 PROVIDE THE FOLLOWING MOISTURE RESISTANT r-81/4" ❑ MATERIALS.SEE SPECIFICATIONS FOR OTHER DETAILS MK9CS SM2 5'-4° 8'-4 1/2" 1. JOHNS MANVILLE MR FACED INSULATION AT EXTERIOR STUD WALLS IN 1/4" 2 1 2 1 LIEU OF KRAFT FACED INSULATION. POSITION INSULATION NTH THE MR FACED SIDE LOCATED ON THE EXTERIOR FACE OF STUD A6.2 4 A8.2 (ADJACENT TO THE EXTERIOR PLYWOOD SHEATHING) FLOOR PLAN 2. GEORGIA PACIFIC DENSARMOR PLUS INTERIOR FIREGUARD TYPE'X' GLASS MAT GYPSUM BOARD IN UEU OF PAPER FACED GYPSUM 43'-9 3/4' 32'-10' BOARD. 3. GEORGIA PACIFIC DENS SHIELD FIREGUARD TILE GUARD TYPE Y ACRYLIC COATED GLASS MAT GYPSUM BOARD IN LIEU OF CEMENTITIOUS BACKER BOARD(C.B.B.) B-A1 .01 1 3 3 4 A5.0 ROK wE ER SrorE9.KARAK wE92ER SrorE9.KOROK wE93 R SrorE9.KOROK wE94 R SrArEa.KAROK wE95 R SrorEa.KOROK wE96 R srorEa.KOROK wE9�E-- ----•----- wEa 8R SrATEa.KOROK wEa 9R srorEa.KOROK wE 1�R SrATEa.KAROK wE��ER SroTEa.KOROK wEa12 srorEn KOROK wE_13R 9rerEs koROK wEa14R� 9rerE ROOF FINISHES Z W-I I BUILT-UP CLASS"A"ROOFIN& Z 4 LAYERS FIBERGLASS REINFORCED BUILT-UP ROOFIN& J 0 USING MINERAL BUILT-UP COATED GAP 5HEE7 AND ROBIN AJ . t• A A B C D COATED SHEATING-FIRE RETARDANT u c 5D' 55, b4' ROOF KEYNOTES p Y 5 2 4 5 5 5 4 5 2 I e u [3 E] BUILDINS OUTLINE BELOW u Q f WESTERN STATES ENGINEERING p ❑ PARAPET WITH METAL COPINS GAP F A DESIGN-BUILD COMPANY A Z Z 4887 E.LA PALMA STE.707 C ❑ 3 4"CANT STRIP p a.-: csa amso� W � — A TEL:(l14)fi`959300 FAX:B(114c693-1002 ❑ ® LINES EPRESENI LIMITS T Or- CRICKET FORMED BY ; ■CONSULTANT/SEALS ROOF DRAIN AND OVERFLOW DRAIN REFER TO Y o o ❑ DETAIL. Y ❑ © ROOF TOP MECHANICAL UNIT REFER TO Q y - - MECHANICAL DRAWIN6. y A ❑ ROOF ACCESS HATCH REFER TO DETAIL, A F 2 I I F 0 b b b , ❑ ® BUILT-UP PARAPET CORNICE WITH METAL SHEETIN6 A r m ❑ ® ROOF CANOPY BELOW ¢ W 2 u H - - - �- 3 ❑ 10 WALL PO-OUT METAL GOPINb GAP � C 1 u I I I u 3 3 ■SUBMITTAL NO.DESCRIPTION BY DATE C p 7 v 2 u u 3 Q Q 4 P v v A ■REVISIONS Z Z NO.DESCRIPTION BY DATE F u u � 3 ? � Y Y � Q Q C p a I 9 2 4 I 2El9 2 I ,0 El El 2 4 I 9 2 A- A W F F t �ROOF PLAN -C-STORE t A E w, SCALE: 1/8"=1'-0" ® u E B o A NORTH A w W 3 Y Y Q Q C p Q Q ■OWNER NAME 8 ADDRESS A A f MR.RON KASSAB a a F F A A Z t C I D W �D A A W W 3 ; ■PROJECT NAME&ADDRESS THE KASSAB TRAVEL CENTER p p Gas Station,RV Fueling Station 5 Y Y QSR w/Drive-Thru A A W W 29301 RIVERSIDE DRIVE LAKE ELSINORE CA m F F W A 30 ■NOTE TO CONTRACTOR 9 Z cEMTRACTOR TO NERIn LOCATION AND DEPTH OR ALL p p W W OF WxSTRUCTgx. �C N A C ■CONFIDENTIALITY STATEMENT 5 w W THESE DRWARES.WITH ITs ACCOMPANYING CONER¢r DOCUMENTS,ACTING HERE FOR AS INSTRUMENTS OF 5EN3 Y Y ONER WHEETHER o ROJECT FOR WCHD OR SE ARE ME DOLUSNE PROPETHEY NOT WERE OOP R ED IS Q Q AR NEST TOE61 REPRODUCED.DISTRIBUTED,DISCLOSED,OR p p RE FURNERED.IN PART ER IN WHOLE.FOR ANY IN DI Q < CORPORATE ENTRY'AND/OR ACEry WITHOUT EXPRESSED, W Y Y N TeL AUE USED EY FROM ITS OWNER/NOA AUTHOR MEY ON g A u W W rvor TE RE useD ar ME anrvm NOR ANY amER d>nn Dry ANr PS NO OR FOR ANr EXTENSIONS 11 T BY WIF oR 5 P F uTERAnms TO ME EwGINu 0LN MUDS Dr EEMENN W A AuixORrzATON AND PERMISSION FROM AxO R NEM WIM THE DESIGNIN THE 1£GA/ILLEG4L USE 6 REREHES A-17AND LWINDO BY EXISTING PROPRI OF THE STATE. Z = p p ■DESIGNED BY: WS W W l;BN AB 0DRAWN BY: WS W W 3 E CHECKED BY: JK C Y P ■DATE DRAWN: 09.07.18 F- Q ( ■SCALE: 1/8"=1'-0" S Q Q Y Y SHEET TITLE W C-STORE F a A A ROOF PLAN t t �A m nA w W BLDG SHEET NUMBER C Y A `A/RO p p ■JOB No ■CUP No vR:.b:.HW..wEP,.ma.•,,:•,.,uR.Fm.•...K w--__- -_e__ e eK w--__- -_e__ e eK w-=__- -_e__ e eK w--__- -_e_- E95016 CUP-2018-00003 ----� s--- -_A_- A-> EQ. Eq. U W U U U w w 6'-0" 4'-6° 13'-4" 4'-4• 3 0� o� �� W 2 w N marks 3 06 °y 01 °� TTYP. °� 19 01 01 14 ci d D B 2 "3 - A900 " " A Typ E architects A9.0 0 TV � 22 �' 3 " 1 TOP OF PARAPET ' i i i A9.0 OP OF PARAPE A p1'_p" i i SIM. TYP. 20'-1 C.L OF FIXTURE ARM �_ -- TOP OF PARAPET 8'-10" '-8 1/4" 4'-6 1/4 19'-3" C.L.OF FIXTURE ARM 0 0 0 QW hru i. z, 15'-2.�. architecture TOP OF C.J. O i O O Interior design retail 7 22 � M � restaurants A9.0 10'-2" I space planning TOP OF OPNG. / 1 master planning A9.5 12 2 8'-0"C.L. A9.2 0 leed accredited .7'-2• 12 LAKE ELSI E OF UGHT ALIGN C.J.W/OPNG.A B'd OF BAND / / A9 5 T.G. % ?---- i+ o. *---- 4w0K Q 4 11 A9.5 i 15 OR3 A9.5 A9.5 i F a----- °------� ALIGN C.J.W/OPNG.h 2643 fourth ave. T.G. % / % T.G. %T.G. son diego ca 92103 619-702-9448 TOP OF CONC.CURB T.0.5. 71905 hvry 111#f rancho mirage ca 92270 25 04 25 05 12 25 20 760-610-5264 C F J Ag,2 21 21 05 13 Typ, A F RIGHT ELEVATION SCALE: 1 /4" - D" SEA ARCy EXTERIOR FINISH SCHEDULE USE CHECKED BOX ONLY \E�_A r 01 MATERIAL/FINISH ANTI-GRAFFITI COATING: DUMOND CPU647 GRAFFITI BARRIER ��C-31482 e —COLOR COAT BY DUMOND CHEMICALS INC.(212)869-6350 1# m -' COLOR: CLEAR MATERIALIFINISH: N� 12-30-2017 � 01 EXTERIOR CEMENT PLASTER- SAND FLOAT FINISH (SEE SPECIFICATIONS) �TF BE-DA. INTEGRAL COLOR CHECK W/CONST MGR Q� apm0 SHERWIN WILLIAMS SHERLASTIC 100%ACRYLIC ELASTOMERIC COATING IF THIS ALTERNATE SHOULD BE USED. EXTERIOR INSULATION FINISHING SYSTEM(EIFS) CHECK W/CONST.MGR. AS ALTERNATE, CONTRACTOR TO SUBSTITUTE EIFS IF THIS ALTERNATE marks architects 2016 IN LIEU OF EXTERIOR CEMENT PLASTER SHOULD USED. ALL REPORTS,PLANS AND DOCUMENTS PREPARED BY MARKS 02 AWNING/CANOPY&SUPPORT(BY SIGN CONTRACTOR) ARCHITECTS SHALL REMAIN THE 03 GREASE TANK/BULK OIL SYSTEM BOX PROPERTY OF MARKS ARCHITECTS 04 ALUMINUM STOREFRONT SYSTEM(SEE SPECS FOR MORE INFORMATION) AND IS INTENDED FOR USE FOR THIS 1"CLEAR INSULATED GLASS SPECIFIC PROJECT ONLY. ® 1"CLEAR INSULATED GLASS ❑ W/SOLARBAN 70XL COATING ❑ 1"CLEAR INSULATED GLASS ANTI-GRAFFITI FILM REVISE GLAZING PLANNING SUBMITTAL W/SOLARBAN 60 COATING 1:1SELECTION AS REQ.PER BUILDING SUBMITTAL 05 EXTERIOR CEMENT PLASTER FINISH COAT OVER CONCRETE CURB ENERGY CODE 0 06 INTERNALLY ILLUMINATED SIGNAGE(O.F.0.1.,NOT A PART OF THIS PERMIT) 0 07 NOT USED 08 RECESSED,LOCKABLE, NON-FREEZE HOSE-BIB ENCLOSURE 0 09 LOCKABLE,IRRIGATION CONTROL PANEL 0 10 12"HIGH BUILDING ADDRESS LETTERS(AS REQUIRED PER LOCAL JURISDICTION) 11 MAIN ELECTRICAL SERVICE 0 0 SHERWIN WILLIAMS SW7037 SHERWIN WILLIAMS SW6328"FIREWEED" SHERWIN WILLIAMS SW6990"CAVIAR" SHERWIN WILLIAMS SW6123 12 12x24 PORCELAIN TILE, CROSSVILLE, BASALT"BAGUETTE' 12A NOT USED 0 "BALANCED BEIGE" 13 HOLLOW METAL DOORS AND FRAMES,MISCELLANEOUS TRIM 14 ALUMINUM COPING 0 15 CO2 FILL BOX METAL COVER 16 NOT USED 17 NOT USED 18 MOUNT LIGHT FIXTURE WITHIN CANOPY MR TYPE: MK9CS_SM2 19 WALL MOUNTED LIGHT FIXTURE, SEE DETAIL 16 A9.3 JIB #: 20 DECORATIVE METAL BANDING, SEE DETAIL 20/A9.2. NOTE: ALL OUTSIDE CORNERS TO BE MITERED. ADDRESS: LAKE ELSINORE 21 DISPLAY POSTER PANEL AND SURROUND,SEE DETAIL 2/A9.3, 3/A9.3 OF-EQ18 aF-EQ19 CALIFORNIA 22 WATER HEATER FLUE,SEE DETAIL 15/A9.4. 23 ENTRANCE DISPLAY HOURS PANEL<---- F-EQ2 24 DRIVE-THRU WINDOW TREATMENT AND DISP ANEL 25 FEATURE WINDOW POP OUT W/ALUMINUM BREAK METAL PANELS&ILLUMINATED LIGHT BOX COLOR: A SHERWIN WILLIAMS: SW 7037"BALANCED BEIGE" B SHERWIN WILLIAMS: SW 6328"FIREWEED" C STANDARD STOREFRONT: CLEAR ANODIZED ' D WHITE TEXT ON RED BACKGROUND E CLEAR ANODIZED F COLOR/FINISH TO MATCH ADJACENT SURFACE G SHERWIN WILLIAMS: SW 6990"CAVIAR" in the box H POWDERCOATED ANODIZED SILVER ANN I I SHERMN WILUAMS: SW 6123"BAGUETTE" MK9CS SM2 SHERWIN WILLIAMS SW6120 SHERWIN WILLIAMS SW2813 CROSSVILLE TILE MARC,AV294 CLEAR ANODIZED J MARC,AV294 l.+J_ K SHERWIN WILLIAMS: SW 6120"BELIEVABLE BUFF" N.T.S. "BELIEVABLE BUFF" "DOWNING STRAW" L NATURAL CONCRETE,GRAY M STAINLESS STEEL COLORS N SHERWIN WILLIAMS: SW 2813"DOWNING STRAW 0 THREE CUSTOM COLOR RANDOM PATTERN.COLORS TO BE°I",°K°,&"N"AS INDICATED P PAINT TO MATCH CLEAR ANODIZED ALUMINUM,TIGER DRYLAC 38/91020 AND MATERIAL GENERAL NOTES: p 12. CLL SIGNAGE IS UNDER PLASTER CONTROLEPARATE JONT PER SUBMITTAL� AND PERMIT(N.I.C.). BOARD 3. ALL PLASTER ACCESSORIES, FLASHINGS ETC. SHALL BE PAINTED TO MATCH ADJACENT SURFACES. _A4.2 (U.O.N.). 4. ALL EXTERIOR WALL OPENINGS FOR RECEPTACLES, HOSE BIBBS ETC.SHALL BE SEALED.SEE FLOOR PLAN,GENERAL NOTES, AND SPECIFICATIONS FOR ADDITIONAL ROTES. EQ. Eq. U W U U U w 6'-0" 4'-6" 13'-4" 4'-4° woz ox 3 o A5.0 A50 A TYp, E4 ccii O 36 . marks 01 1 0 d ` architects A90 9.04 . A 0 IYP. .�22'-2° o< - - �' 3 " 1 TOPTOP OFF `i I A9,p 20"-1 1 2" A9.0 1 ti P1'_2" j i 2- SM. OP OF PARAPE TYR 20'-1 1/2" C.L OF FIXTURE ARM __ TOP OF PARAPET 6'-10° '-8 1/4" 4'-6 1/4 C.L.OF FIXTURE ARM O O O I 8 - 15'-2" architecture TOP OF C.J. O i O O Inferior design retail 7 22 0 restaurants tO'-2" I space planning TOP OF OPNG. 1 master planning .7'-2 12 LAKE ELSI E A9.2 o OF LIGHT ALIGN C.J.W/OPNG.10 lead accredited BOT.OF BAND A9.5 i� *------• Ell Case T.G. i wo JA!.5e eA9.5 � � i i o ��a----- `' ALIGN C.J.W/OPNG. 2643 fourth ave. h 1'-8" T.G. %LG. san diego ca 92103 TOP OF C 619-702-9448 MENO OES0 T.O.S. T.0.5. 71905 hwy ill#f rancho mirage ca 92270 25 oa 25 05 12 2s 20 760-610-5264 C F J A9.2 21 21 OS 13 TYP. A F RIGHT ELEVATION SCALE: 1 /4"= 1 '-0" SEA ARCy EXTERIOR FINISH SCHEDULE USE CHECKED BOX ONLY r 01 MATERIAL/FINISH El ANTI-GRAFFITI COATING: DUMOND CPU647 GRAFFITI BARRIER ��C-31482 e —COLOR COAT BY DUMOND CHEMICALS INC.(212)869-6350 m -' COLOR: CLEAR MATERIALIFINISH: N� 12-30-2017 01 EXTERIOR CEMENT PLASTER— SAND FLOAT FINISH (SEE SPECIFICATIONS) �TF w�DA INTEGRAL COLOR CHECK W/CONST MGIR CAL SHERWIN WILUAMS SHERLASTIC 100%ACRYLIC ELASTOMERIC COATING IF THIS ALTERNATE SHOULD BE USED. B EXTERIOR INSULATION FINISHING SYSTEM(EIFS) CHECK WNT.MGR. AS ALTERNATE, CONTRACTOR TO SUBSTITUTE EIFS IF THIS ALL TERERNAATE marks architects 2016 EQ. EQ. EQ. IN DELI OF EXTERIOR CEMENT PLASTER SHOULD BE USED ALL REPORTS,PLANS AND DOCUMENTS PREPARED BY MARKS 02 AWNING/CANOPY&SUPPORT(BY SIGN CONTRACTOR) ARCHITECTS SHALL REMAIN THE 03 GREASE TANK/BULK OIL SYSTEM BOX PROPERTY OF MARKS ARCHITECTS 04 ALUMINUM STOREFRONT SYSTEM(SEE SPECS FOR MORE INFORMATION) AND IS INTENDED FOR USE FOR THIS 1 1"CLEAR INSULATED GLASS 1"CLEAR INSULATED GLASS SPECIFIC PROJECT ONLY. W SOLARBAN 70XL COATING ❑ 1"CLEAR INSULATED GLASS ANTI-GRAFFITI FILM REVISE GLAZING PLANNING SUBMITTAL 14 O7 01 01 19 01 W/SOLARBAN 60 COATING1:1 SELECTION AS REQ.PER BUILDING SUBMITTAL E B 0 A - i B 05 EXTERIOR CEMENT PLASTER FINISH COAT OVER CONCRETE CURB ENERGY CODE 0 06 INTERNALLY ILLUMINATED SIGNAGE(O.F.0.1.,NOT A PART OF THIS PERMIT) 0 07 NOT USED 22'-2° I 22'-2°o 08 RECESSED,LOCKABLE, NON-FREEZE HOSE-BIB ENCLOSURE 0 TOP OF PARAPET i TOP OF PARAPET 09 LOCKABLE,IRRIGATION CONTROL PANEL 0 20"-1 1/2" I 20°-1 1/2"i 10 12"HIGH BUILDING ADDRESS LETTERS(AS REQUIRED PER LOCAL JURISDICTION) TOP OF PARAPET TOP OF PARAPET 11 MAIN ELECTRICAL SERVICE 0 i 12 12x24 PORCELAIN TILE, CROSSVILLE, BASALT 0 - 19•_3• 12A NOT USED C.L OF FIXTURE ARM 13 HOLLOW METAL DOORS AND FRAMES,MISCELLANEOUS TRIM EQ. EQ. EQ. EQ.I EQ. EQ. 14 ALUMINUM COPING 0 15 NCO2OT FILL BOX METAL COVER 15'-2" 16 NOT USED TOP.OF C.J. i 17 NOT USED MK TYPE: MK9CS_SM2 18 MOUNT LIGHT FIXTURE WITHIN CANOPY to 19 WALL MOUNTED LIGHT FIXTURE, SEE DETAIL 16 A9.3 20 DECORATIVE METAL BANDING, SEE DETAIL 20/A9.2. NOTE: ALL OUTSIDE JIB #' TOP OF C.J. CORNERS TO BE MITERED. OF-EQ18 OF-EQ19 ADDRESS: LAKE ELSINORE 21 DISPLAY POSTER PANEL AND SURROUND,SEE DETAIL 2/A9.3, 3/A9.3 00 CALIFORNIA 22 WATER HEATER FLUE,SEE DETAIL 15/A9.4. g'_6• 23 ENTRANCE DISPLAY HOURS PANEL<---- F-EQ2 BOTT,O� 24 DRIVE-THRU WINDOW TREATMENT AND DISP ANEL �ALIGN BOTTY OF A1YN1Npg 19 I 25 FEATURE WINDOW POP OUT W/ALUMINUM BREAK METAL PANELS&ILLUMINATED LIGHT BOX - TYP. COLOR: ALIGN C.J.W OPNG. i 10 A SHERWIN WILLIAMS: SW 7037"BALANCED BEIGE" Ag,2 TYP, B SHERWIN WILLIAMS: SW 6328"FIREWEED" e09 101 C STANDARD STOREFRONT: CLEAR ANODIZED Is � i D WHITE TEXT ON RED BACKGROUND E CLEAR ANODIZED ALIGN C.J.W OPNG. F COLOR/FINISH TO MATCH ADJACENT SURFACE i G SHERWIN WILLIAMS: SW 6990"CAVIAR" in the box i H POWDERCOATED ANODIZED SILVER 0'-0" 0'-0"�, 1 SHERWIN WILUAMS: SW 6123"BAGUETTE" WKS SM2 J MARC,AV294 T.O.S. i T.O.S. K SHERWIN WILLIAMS: SW 6120"BELIEVABLE BUFF" AS NOTED L NATURAL CONCRETE,GRAY 05 11 OS 05 NOTE: M STAINLESS STEEL A F A B SEE SHEET A4.0 FOR ADDITIONAL N SHERWIN WILLIAMS: SW 2813"DOWNING STRAW" XTERIOR GAS METER 0 THREE CUSTOM COLOR RANDOM PATTERN.COLORS TO BE"1°,"K",&"N"AS INDICATED EXTERIOR FINISH INFORMATION AND R E A R E L E V A T ION scALE t a 1 0 DETAILS TYP.\ P PAINT TO MATCH CLEAR ANODIZED ALUMINUM,TIGER DRYLAC 38/91020 ELEVATIONS : / "= '- " GENERAL NOTES: 1. ALL SIGNAGE IS UNDER SEPARATE SUBMITTAL AND PERMIT(N.I.C.). 2. C.J.= PLASTER CONTROL JOINT PER 9/A9.2 3. ALL PLASTER ACCESSORIES, FLASHINGS ETC. SHALL BE PAINTED TO MATCH ADJACENT SURFACES. _A4■ 1 (U.O.N.). 4. ALL EXTERIOR WALL OPENINGS FOR RECEPTACLES, HOSE BIBBS ETC.SHALL BE SEALED.SEE FLOOR PLAN,GENERAL NOTES, AND SPECIFICATIONS FOR ADDITIONAL ROTES. EQ. EQ. EQ. EQ. 6'-0" V-0° 6'-0" 4'-0" Q Z ? N Z Z dK Z U U U U ti 2 3 f 3 2 J J J J J U U U U A6.2 <Zi ; A6.0 6A5.0 ti A6.2 0 Z'oZ U 6 tJ C'1 19 i a a a 14 01 0, a 14 19 TYP. m 14 O6 TYp• marks E � 2 0 E 3 D 3 archit@CtS TW, I 1 A9.0 TYP. A9 0 A5.0 A9.0 A9.0 I TYP. _ i TYP 22'-2" l i I I TOP OF PARAPET NF ,► 20'-1 1/2° 20'-1 1 2" TOP OF PARAPET N TOP OF PARAPET A 19'-3" 6'-6 3/8" - 5/8" 8'-6 1 M Y C.L OF FIXTURE ARM ' - I f N TW.92 i I � 0 0 15_2" I 15• p•, TOP OF C.J. i .H TOP OF C.J. architectureosign I , Br1e6` � ' I i interior design 9 retail A9.2 i11 TYP. V-6" i 1'-6" i 1' i I 21 -6" i 3'-9" S-9" 4 4' 6" \ N O O O K restaurants space planning 9-6" --- - --- ---- --- BOTT.OF CANOPIES I ,18 i • 1'-6" i master planning ALIGN C.J.W/OPNG. - P. I I C w \ O O I teed accredited F.G. GL TYP -I n C.L. asp � a i o �----y q-____y � ALIGN C.J.W/ STIXI. A9.1 O I II II ALIGN C.J.W/OPNG. +------+ +------+ � � AUGN C.J.WI D.T. 2649 fourth ave. STOREFRONT OPNG. son die o ca 92103 0 n i N 6119-702-9448 T.0.5. T.O.S. 71905 hwy 111#f z rancho mirage ca 92270 04 24 OS 01 20 05 760-610-5264 18 I I OAS 21 C 13BB E' N- TYP A9.1 A9.2 T,,P A9., A9., I EXTERIOR FINISH SCHEDULE USE CHECKED BOX ONLY TYP a—COLOR AL/FINISH ❑ANTI-GCOAT BYADUITI MONDACHEMICALS MOND INC.(212)47 GRAFFITI BARRIER 869-6350 L E F T E L E V A T 10 N S C A L E: 1 /4"= 1 '- 0" COLOR: CLEAR �C,,ARC MATERIALIFINISH: � >' 01 EXTERIOR CEMENT PLASTER-SAND FLOAT FINISH (SEE SPECIFICATIONS) C--31�482 ❑INTEGRAL COLOR CHECK W/CONST.MGR. ❑SHERWIN WILLIAMS SHERLASTIC 100%ACRYLIC ELASTOMERIC COATING I9,WIS ALTERNATE BE USED. � 12-30L 2017 ❑EXTERIOR INSULATION FINISHING SYSTEM(EIFS) CHECK W1 CONST MGR. TF �­1 AS ALTERNATE,CONTRACTOR TO SUBSTITUTE EIFS IF THIS ALTERNATE C)p C"O IN LIEU OF EXTERIOR CEMENT PLASTER SHOULD BE USED. U/ A 02 AWNING/CANOPY&SUPPORT(BY SIGN CONTRACTOR) Y 03 GREASE TANK/BULK OIL SYSTEM BOX x 04 ALUMINUM STOREFRONT SYSTEM(SEE SPECS FOR MORE INFORMATION) marks architects 2016 w 5'-0" 1"CLEAR INSULATED GLASS ALL REPORTS,PLANS AND ri J J ® 1"CLEAR INSULATED GLASS ❑ OCU ti ti o W/SOLARBAN 70XL COATING DARCHITECTS SHALL RDEMAIN THE z z a El CLEAR INSULATED GLASS ❑ ANTI-GRAFFITI FILM REVISE GLAZING Z Se w PROPERTY OF MARKS ARCHITECTS 3 Al 1 >> = W/SOLARBAN 60 COATING SELECTION AS REQ.PER AND IS INTENDED FOR USE FOR THIS A6.0 A5.0 o -o '" i 05 EXTERIOR CEMENT PLASTER FINISH COAT OVER CONCRETE CURB 16 J ENERGY CODE SPECIFIC PROJECT ONLY. 16 �5 13 3 13 3 � 06 INTERNALLY ILLUMINATED SIGNAGE(O.F.O.I., NOT A PART OF THIS PERMIT) A9.0 J 8 z d ti 07 NOT USED PLANNING SUBMITTAL TYR. " J J 03 08 RECESSED, LOCKABLE,NON-FREEZE HOSE-BIB ENCLOSURE BUILDING SUBMITTAL 01 14 10 01 01 20 14 ci a ig d a 06 09 LOCKABLE, IRRIGATION CONTROL PANEL B E G 0 B E E - D �i a 10 12"HIGH BUILDING ADDRESS LETTERS(AS REQUIRED PER LOCAL JURISDICTION) �.TYP i TYP i Tom• Tom• 11 MAIN ELECTRICAL SERVICE 22 13 22'-2" 12 12x24 PORCELAIN TILE,CROSSVILLE,BASALT TOP OF PARAPET A9.4 TOP OF PARAPET 12A NOT USED Q 13 HOLLOW METAL DOORS AND FRAMES, MISCELLANEOUS TRIM 20"-1 1/2° si 14 ALUMINUM COPING TOP OF PARAPET v _ _ I "' 15 CO2 FILL BOX METAL COVER Q XX 6 NOT USED 17 NOT USED O O I O 10 18 MOUNT LIGHT FIXTURE WITHIN CANOPY A9.2 19 WALL MOUNTED LIGHT FIXTURE,SEE DETAIL 1 A. i np• 20 DECORATIVE METAL BANDING,SEE DETAIL 20 A9.2. NOTE: ALL OUTSIDE 15'-2° I. CORNERS TO BE MITERED. TOP OF C.J. 21 DISPLAY POSTER PANEL AND SURROUND,SEE DETAIL 2/A9.3,3/A9.3 OF-EQ18 OF-EQ19 MK TYPE: MK9CS_SM2 i 22 WATER HEATER FLUE, SEE DETAIL 15 A9.4. —1010 I I 23 ENTRANCE DISPLAY HOURS PANEL<---- -EQ2 JIB #: 24 DRIVE-THRU WINDOW TREATMENT AND DISP ANEL 25 FEANRE WINDOW POP OUT W/ALUMINUM BREAK METAL PANELS&ILLUMINATED LIGHT BOX ADDRESS: LAKE ELSINORE CALIFORNIA OK OI To A9.0 PLIGN C.J.W/OPNG. 10'-2"h COLOR: TOP OF OPNG. A SHERWIN WILLIAMS: SW 7037"BALANCED BEIGE" BOTT.OF CANOPIES i B SHERWIN WILLIAMS: SW 6328"FIREWEED" 18 i 20 C STANDARD STOREFRONT: CLEAR ANODIZED ALIGN C.J.W/OPNG. - A95 7'_2•h D WHITE TEXT ON RED BACKGROUND BOT.OF BAND E CLEAR ANODIZED F COLOR/FINISH TO MATCH ADJACENT SURFACE G SHERWIN WILLIAMS: SW 6990"CAVIAR" �� I 18 �A5 17 H POWDERCOATED ANODIZED SILVER to i A9.5 A9.5 I SHERWIN WILUAMS: SW 6123"BAGUETTE" J MARC, AV294 ALIGN C.J.W/D.T. K SHERWIN WILLAMS: SW 6120"BELIEVABLE BUFF° STOREFRONT OPNG. O Oj - T.G. TG. T.G. / T.G. T.G. T.G. 1�_6"h L NATURAL CONCRETE, GRAY in the box o'-o" TOP OF CONIC.cuRe M STAINLESS STEEL T.O.S. •���o••���� ������ 0'-0° N SHERWIN WILLIAMS: SW 2813"DOWNING STRAW" MK9CS SM2 �T,O.S, 0 THREE CUSTOM COLOR RANDOM PATTERN.COLORS TO BE"P,"K",&"N"AS INDICATED AS NOTED i P PAINT TO MATCH CLEAR ANODIZED ALUMINUM,TIGER DRYLAC 38/91020 05 23 i OS 05 12 GENERAL NOTES: N - I N B J F 05 1. ALL SIGNAGE IS UNDER SEPARATE SUBMITTAL AND PERMIT(N.I.C.). EXTERIOR 20 2. C.J. = PLASTER CONTROL JOINT PER 2ZAU 1127TYP 3. ALL PLASTER ACCESSORIES, FLASHINGS ETC.SHALL BE PAINTED TO MATCH ADJACENT SURFACES.( ELEVATIONS U.O.N.). F R O N T E L E V A T I O N 4. ALL EXTERIOR WALL OPENINGS FOR RECEPTACLES,HOSE BIBBS, ETC.SHALL BE SEALED. SEE FLOOR SCALE: 1 /4"=1 '-0" PLAN,GENERAL NOTES, AND SPECIFICATIONS FOR ADDITIONAL NOTES. B-A4.0 KEY NOTES GENERAL NOTES O GREASE EXHAUST FAN UNIT 17 KITCHEN HOOD EXHAUST CONTROL PANELS,SEE 1. FOR ROOF NAMING AND PLYWOOD LAYOUT INFORMATION,SEE STRUCTURAL CRICKET,TYP.SEE DETAIL!3/A9.0. O9 ELECTRICAL DWGS. DRAWINGS. O 32"X32"TILED ROOF WALKWAY,SE SPECIFICATIONS. 10 HOSE BB AT+18"ABOVE ROOF LEVEL,SEE PLUMBING 18 NOT USED 2. FOR MECHANICAL EQUIPMENT AND INSTALLATION,SEE MECHANICAL DRAWNGS. DRAWINGS AND SPECIFICATIONS. O CANOPY BELOW 11 HOOD BELOW 3. CURBS AND BASES FOR HVAC UNITS AND EXHAUST FANS SHALL BE INSTALLED 19 CRICKET AT EQUIPMENT BASES,SEE SIMILAR DETAIL LEVEL BY G.C. HVAC UNITS AND EXHAUST FANS SHALL BE HOISTED,SET IN 8/A9.0. PLACE,AND SECURED TO ROOF CURBS OR BASES BY G.C.AND PER O ROOF AND OVERFLOW DRAINS AT ROOF,SEE PLUMBING 12 PLUMBING VENT,SEE DETAIL 12 A9.0. MANUFACTURER'S INSTRUCTIONS. DRAWINGS AND DETAILS 1/A9.3 AND 6/A9.3. 20 CANT STRIP,TYR. 4. WALK IN BOX ROOF TOP UNIT SHALL BY HOISTED,SET IN PLACE AND SECURED m a rks OROOF DRAIN OVERFLOW LEADERS DOWN IN 13 UNE OF W.I.B.BELOW TO ROOF CURB BY G.C. ROOF CURB AND EQUIPMENT PLATFORM BY G.C. WALL,SEE DETAIL],],/A9.3. architects 21 HVAC UNIT,SEE MECHANICAL DRAWINGS. 5. ICE MACHINE ROOF TOP UNITS SHALL BE HOISTED,SET IN PLACE AND SECURED O 1 HR.FIRE RATED DUCT WRAP AT HOOD,SEE SPECIFICATIONS. 14 ROOF ACCESS,SEE DETAIL 20/A9.0. TO ROOF CURB BY ICE MACHINE INSTALLER. ROOF CURB AND EQUIPMENT PLATFORM BY G.C. O DRIVE-THRU ICE MAKER CONDENSER ON ROOF EQUIPMENT PLATFORM 15A FREEZER REFRIGERATION UNIT 22 CLASS'A'BUILT-UP ROOFING,SEE SPECIFICATIONS. 7A 6. AS ALTERNATE,CONTRACTOR TO SUBSTITUTE PVC ROOFING IN LIEU OF BUILT-UP BY G.C. FOR ROOF PENETRATION,SEE DETAIL 17 A9.0. 23 AREA OF ADDITIONAL FURRING ROOFING.DETAILS ON SHEET A9.4 AND SPECIFICATIONS. 158 COOLER REFRIGERATION UNIT 7B BYLG.C.ER MAKERVE ICE E FOR ROOF P NETRATION,,S NDETTAIL 17/A90 ROOF NT PLATFORM 16 NOT USED 24 PROVIDE"FIRE BLOCK"AT 20'-0"O.C.MAX.WITH O LINE SHACK PER DETAIL 17 A9.O 5/8"TYPE'X'GYP.BD.ON 2x4 STUDS AT 24"O.C., ALL JOINTS TAPED. 25 WALL BELOW architecture interior design retail 4 restaurants 2 3 space planning A6.1 A5.0 master planning T T T 42'-8 1/4• 33'-11 1/4° lead accredited 26'-7" 16'-1 1/2" case 2-a' 2643 fourth ave. san diego ca 92103 619-702-9448 25 71905 hwy 111#f SEE 2 rancho mirage ca 92270 STRUCTURAL A5.0 16 < 760-610-5264 DWGS ' N A9.0 � i • 23 2 vI I 1v a II B SEE �S�D_________ A C'yj f r STRUCTURAL `9 III 13 10 C-31482 'ap n y� IM. ,o P� 12-30-2017 I F F�TYP. s CA- ...................... ....... 19 1s 2 Ili o` 2'-6" 12 v� li marks architects 2016 ALL REPORTS,PLANS AND A9,Q STM. 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LCOMOS ON-EFE AND OFF-STE PRIOR TO START y C m _._._._ -____._. ^ ._._._--__._._._--__._._._--__._._._--__._._._--__._._._._-.__._._._._._-.__._._._._._-.__._._._._----_._- -_._._._--_._._._._._-.__._._._._---_._._._--__._._._._-.__._._._._._-.__._._._._._-.__._._._._J A C ■CONFIDENTIALITY STATEMENT & 3 __ �iNiT][-AJLA�1-.__._._._._._---.------_. _._. .__.----- ------ ------ ----._._-.___ CONFIDENTIALITY ACTING HERE ITT INSTRUMENTS ET S� i �'YY�'/'1� R I V E R S I D E D R I V EDOOLM 3 Y Y MER IS EMMRO P.NO ROJECRUm�R WON E PROPEMCI NOT TRVES ESE DO MIN C NwR Q C Q ME M TOEEE REPaODucm.DISTRIBUTE,DISCLOSED,oR CORPORATE ENTRY AND/re O PRESSED, Q ORONF Q BE FUNMENED.IN PART OR IN wNCEE FOR ANY INGINA1L. wM uT E Y Y IfTeL AUMUSES1DN FROM ITS bNOR A AUTHOR MET ME y m CO<</ p0 NORTH A "PNOT RIME as�mr aTnsioxsS11 wOmOOx3 oe A c�R Y w ALTEMRONO TO ME ORIGINAL PRNECT O PECT BY WHITEN F, ST Calculation Summary f ADMORIZATIDN AND PERMISSION FROM AND AGREEMENT g k REF? I WON ME DESIGNER THE HENL/IUSE OF MESS w Label CalcType Units Avg Max Mln Avg/Min Max/Min A OORTMENTO IS GET PEDOF BYEEXInIINNG TC PROPMETAHY MGM ACT Z e-' ALL CALC POINTS AT GRADE Illuminance F. 602 96.0 0.0 N.A. N.A. Z a h SITE p DESIGNED BY: WS w a, y DIESEL CANOPY Illuminance Fc 71.08 96.0 51b 1.38 1.86 u e ■DRAWN BY: WS i B w �" GAS CANOPY SUMMARY Illuminance Fc 52.84 66.8 34.0 1.55 1.96 uB g 3 eqk = ■CHECKEDBY: JK PARKING AND DRIVE SUMMARY Illuminance Fc 5,50 34.9 0.5 11.00 69.80 3 C FR ST ■DATE DRAWN: 09.07.18 Y y Total Project Wa tts p F- Q Total Watts = 7207,405 ( ■SCALE: 1"=30'-0" S Q W w SHEET TITLE SITE " F Luminaire Schedule F PHOTOMETRIC PLAN 0 eased on the info ecomm provided,all dlnens'Ions and lumin locati aire ons Symbol b Qty Lael Arrangement Description LLF Lumens/Lamp Arr. Lum. Lumens Arr. Watts Z shown represent r ended positions.The engineer and/Dr nr,hltect P-1, 44 A SINGLE CRU-SC-LED-HO-CW-WHT - 15' MH 1.000 N.A. 18056 139.6 W determine the applicability of the layout to existing or future field conditions. ■ LIGHTING PROPOSAL LO-135502 p .A k )R 21 B SINGLE XLCS-FT-LED-SS-CW-WHT-SINGLE ON 18' POLE + 2' BASE 1.000 N.A. 11383 96.2 THE KASSAB TRAVEL CENTER AA ■BLDG ■SHEET NUMBER $ A This lighting plan represents illumination levels calculated from laboratory data w a ps ,® 8 D SINGLE XLCW-FT-LED-HO-CW-UE - 10' MH 1.000 N.A. 5113 56.1 z930 RIVERSIDE DRIVE e L O-1 K O taken under an conditions In n cortlnIT_with The Illuminnting Engineering 3 LAKE ELSINORE,CA 3 Society(IES)approved methods.Actual performance of any n nufacturer's luminaires iY may vary due to changes In electrical voltage,tolernnre In Inm /LE➢'s and other SHEET 1 C Q cariable field conditions.Calculations do not include obstructions such as buildings, L DAT OF 1 Inndscnping,o any other nr,hit-turnl R,I n is unless noted, 0 20 SCALE: 1 ■JOB No ■CUP No 1 " 20' PR...:.d..�w�x.a..,,:.,. - w-=__ =_e__ e eK w�=__ =_e__ e eK w�=__ =_e__ e eK =_e_� e eK .- __e_� ---- w�=__ =_e_� ---- w�___ =_e_� ---- w____ __e_� ---- w____.- =_e_� ---- w____ =_e_� ---- - ---- - ---- w__w____ __ w_ __ =_ ;_ E95016 CUP-2018-00003 I A..eK �_^ __�__ I A-..- w-%7- w-=__ � I .. 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I I i Q It ————————————————————J A ■REVISIONS,.. NO.DESCRIPTION BY DATE Z Z C A � F w wF w It It A _Y • A C A E w I I AE B o LOT AREA FOR QSR - w = ± 30064 S i ■OWNER NAME&ADDRESS A r r MR.RON KASSAB a a A Z Z D — — — — — �L — — — — — — — — — — — — — — CONCEPTUAL LANDSCAPE SITE PLAN M =d ■PROJECT NAME&ADDRESS THE KASSAB TRAVEL CENTER p R I V E R S I D E D R I V E 1 SCALE: 1"=20'-0" NORTH rc Gas Station,RV Fueling Station y Y QSR w/Drive-Thru A A W W 29301 RIVERSIDE DRIVE W r 92530 PLANT LEGEND F LAKE ECONORECAOR A A ■NOTE TO CONTRACTOR A, 2 A DRILIOB ON-STE AND OTT-SIZE PRIOR TO START $ W OF WxSMUCTgx. C a F—KEY BOTANICAL NAME COMMON NAME SIZE AC CONFIDENTIALITY STATEMENT i W W THESE OR.IWINCS.WON IR ACCONPARENC COWWT oOCUMENR,ACTING HERE FOR AS INSTRUMENTS OF 5ERRESE�j WNEME,ARE ME JECLUSTE PAOPMEY WEFIRRE MI5 DESPARED IS ti9 Y EMER AN PROJECT FOR)OR MET THEE PREPARED IS J Q Y AR NOT ANO CONSMUCTEO OR NOT,MESH OOCUNMTS u Q I Q AR NOT TO BE AEWO EP S.IN DISTRIBUTED,ANY IN CEO,OR Q T ❑° BRAGHYGHITON POPULNEUS BOTTLE TREE 24"BOX WA5HIN.TONIA ROBUSTA MEXICAN FAN PALM 12'B`F O PENNISETUM SETAGEUM FOUNTAIN BRASS bAL A � AUTH D.w TWO oR IN WHOLE. AJANr lMEY ARE \\y CORPpurE ENNEY AND/OR ACENHY,TOHOUT ORREESSEO, MYCIII PAGIFIGUM MYOPORUM I_ TreL AumoRluTan moN rts OWNER/AUTHOR.MEv ME w A A W W NOT N BE USED NY ME Nw H E NOR ANY OMER MIRY ON A ( N!Y T NO OR FOR 1NY E%TENSION$OR AOOITgNI OR AIiERAP01b i0 ME OPoCINAL PROJECT E%PECT RY WPo11EN 3 P WIM MEAOS�GNFR iHERNI£GAL/LL ROM EG4L USE a MESH W A DOCUMMiS IS OOUNOED er EXISTING PROPAIErPRY PoCHR bREVELLIA 6REVELLIA 5 G.L. GISTUS X GANESGENS ROCK ROSE I&AL. ACT AND uw Dr M —1E. = p DESIGNED BY: WS W LA.ERSTROEMIA IN-I-A GRAPE MYRTLE 24"BOX SLEDDED BARK MULCH u III E F TE ■DRAWN BY: WS C B W ALL SHRUB 6ROUNDOOVER AREAS TO RECEIVE B"DEPTH SHREDDED BARK. SUBMIT A B z w oga SAMPLE TO GIN INSPECTOR FOR APPROVAL PRIOR TO INSTALLATION W ■CHECKED BY: JK 8 CONTRACTOR TO GONDUGT THEIR OWN PLANT MATERIAL QUANTITY TAKE-OFFS e, ; C y - C LEUGOPHYLLUM FRIJTE5GEN5 TEXAS RANGER 5&AL. LAVANDULA AN61S7I1OLIA ENOLISH LAVENDER I&AL. Y ■DATE DRAWN: 09.07,18 ■SCALE: 1"=20'-0• ■SHEET TITLE w I O PHOENIX DAGTILIFERA DATE PALM 24"BOX w CONCEPTUAL i 1 / 0 ELAEI PUN&ENS VARIEGATED SILVERBERRY 5&AL. O PESTUGA bLAUGA BLUE FESTUGA BRASS I&AL. Q 1 a a LANDSCAPE PLAN Z z �A5&AL. w wA S 3 AcSAVE SGH O IDIbERA AbAVE 5 GAL. ® BAGGHARIS EPP COYOTE BRUSH RHUS LANGEA AFRICAN SUMAC, 24"BOX ■BLDG ■SHEET NUMBER y Y L-1 .0 p p ■JOB No ■CUP No vReno - --- a..>,:.- --- T-.W...K w�-_- -_e__ e eK w�-__-- -—- ---- ------- -_ -- e eK w--__ -_e_- e eK w--__ -_e_- e eK w--__ -_e_- e eK w--__ -_e_- e-eK w_-__ -_e_- e eK w--__ -_e_- e eK w--__ -_e_- e eK w_-__ -_e_- e eK w--__ -_e_- Y E95016 CUP-2018-00003