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HomeMy WebLinkAboutPA2023-0027_20230809_Pine Knot-CDP Plans_36x244 9 ° p a r k i n g 7654321 NO PARKING c o a s t h i g h w a y p r o s p e c t s t r e e t S 34°21'00" W 90.00' N 7 9 ° 2 1' 0 0 " E 2 1. 2 1' N 34°21'00" E 105.00' a l l e y S 55°39'00" E 70.00' N 55°39'00" W 85.00' e x i s t i n g b u i l d i n g e x i s t i n g b u i l d i n g a0.0a0.0a0.0a0.0 site plan + project data 1/8"=1'-0" copyright 2023 job #2113 09 august 2023 c 6302 w. coast highway newport beach, california pine knot architect 6302 investment LLC c l i e n t : newport beach, california 92663 865 production place newport beach, california 92663 62 balboa coves tel 949.637.5220 motel 92663 tel 949.524.0562 0 4'16'8' site/roof plan2 sheet index project consultants X symbols legend X deferred submittals public works notes vicinity map1 no r t h 2' project dataproject datageneral notes general notes project data ref. north n o rt h a0.6a0.6a0.6a0.6 floor area analysis 3/16"=1'-0" copyright 2023 job #2113 09 august 2023 c 6302 w. coast highway newport beach, california pine knot architect 6302 investment LLC c l i e n t : newport beach, california 92663 865 production place newport beach, california 92663 62 balboa coves tel 949.637.5220 motel 92663 tel 949.524.0562 0 1'8'4' 1st floor area analysis1 2nd floor area analysis2 2' 387 s.f. - lobby / coffee bar 2,697 s.f. - existing, remaining floor area project area analysis 689 s.f. - 1st floor new building 633 s.f. - 2nd floor new building 4,406 s.f. - TOTAL floor area + 4,406 s.f. - allowable floor area (0.5 FAR) 8,813 s.f. - existing site area project area analysis ref. north n o rt h DESCRIPTION LEGEND X X 123.45 P.P. WM F.F. G.F. CONC. F.S. M.H. P A.C. T.G. MEAS. ELEVATIONS TOP-GRATE ASPHALT PLANTER MAN-HOLE FINISHED SURFACE CONCRETE GARAGE FLOOR FINISH FLOOR WATER METER POWER POLE FENCE PROPERTY LINE BUILDING WALL DECK BRICK REC. BRG. & DIST. NATURAL GRADEN.G. SCALE 1"=8’ 0’ 8’ 16’ N A L D E S N E C I L R O Y E V R U S D L I F O R N I A S T A T E O F C A RON MIEDEMA No. 4653 EXP. 9/30/23 C.F. CURB FACE C.P. CONTROL POINT FL FLOWLINE LEAD & TAGL&T TC TOP OF CURB T.O.R. TOP OF ROOF S&W SPIKE & WASHER NOTE: RECORD EASEMENTS ARE NOT PLOTTED IF ANY. SURVEYOR OR ENGINEER SHALL PERMANENTLY MONUMENT PROPERTY CORNERS OR OFFSETS BEFORE STARTING GRADING. G.M. GAS METER E.P. EDGE OF PAVEMENT BENCH MARK #1J-58-80 DATUM: NAVD88 ELEVATION: 9.274 THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF NEWPORT BEACH, IN THE COUNTY OF ORANGE, STATE OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS: THE NORTHEAST ONE-HALF OF LOT 3, AND ALL OF LOTS 4, 5 AND 6 IN BLOCK 3 OF THE SEASHORE COLONY TRACT AS RECORDED IN BOOK 7, PAGE 25 OF MISCELLANEOUS MAPS IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. EXCEPT THAT PORTION OF AND LOT 3 AS SHOWN ON THE MAP RECORDED IN BOOK 7, PAGE 25 OF MISCELLANEOUS MAPS. BEGINNING AT THE EAST CORNER OF SAID LOT 3; THENCE ALONG THE SOUTHEASTERLY LINE OF SAID LOT 3, SOUTH 35 20’ 17" WEST, 15.00 FEET TO THE EAST CORNER OF THE SOUTHWESTERLY 15.00 FEET OF LOT 3 AS DESCRIBED IN BOOK 377, PAGE 29 OFFICIAL RECORDS OF ORANGE COUNTY; THENCE ALONG THE NORTHEASTERLY LINE OF SAID SOUTHWESTERLY 15.00 FEET OF LOT 3, NORTH 54 38’ 04" WEST, 15.00 FEET; THENCE NORTH 80 21’ 07" EAST, 21.21 FEET TO THE EAST CORNER OF SAID LOT 3, SAID CORNER BEING THE POINT OF BEGINNING PER DEED TO THE CITY OF NEWPORT BEACH, RECORDED MARCH 30, 1992 AS INSTRUMENT NO. 1992-196782 OFFICIAL RECORDS . ALSO EXCEPT THEREFROM ALL OIL, GAS, MINERALS AND OTHER HYDROCARBON SUBSTANCES LYING BELOW A DEPTH OF 100 FEET WITHOUT ANY RIGHT TO ENTER UPON THE SURFACE OF SAID LAND, AS PROVIDED IN INSTRUMENTS OF RECORD. APN 045-084-09 JOB: 82-63 DATE: 11/19/21 RdM SURVEYING INC. RON MIEDEMA L.S. 4653 23016 LAKE FOREST DRIVE #409 LAGUNA HILLS, CA 92653 949 858-2924 OFFICE 949 422-1869 CELL RDMSURVEYING@COX.NET ADDRESS OF PROJECT LEGAL DESCRIPTION BENCH MARK TOPOGRAPHIC SURVEY OWNER VICINITY MAP NOT TO SCALE 6302 W. COAST HIGHWAY NEWPORT BEACH, CA N 5539’00" W 85.00’ N 3 4 2 1 ’ 0 0 " E 1 0 5 . 0 0 ’ S 3 4 2 1 ’ 0 0 " W 9 0 . 0 0 ’ N 7921’00" E 21.21’ S 5539’00" E 70.00’ PROJECT SITE PR O S P E C T S T R E E T COAST HIGHWAY 20.30 RIDGE 2 2 . 3 8 RID G E 2 2 . 1 6 RID G E 10.16FS 10.40FS 10.31FS 10.06FS 10.39FS 10.39FS 10.13FS 10.32FS 10.23FS 9.98FS 9.86FS 9.78FS 9.52FS 9.34FS 9.76FS 9.41FS 9.61FS 9.6FS 9.32FS 9.23FS 9.16FS 9.30FS 9.41FS 9.70FS 9.71FS 9.61FS 9.67FS 9.57FS 9.55NG 9.53FS 9.65FS 9.62FS 9.53FS 9.59FS 9.75FS 9.76FS 9.73FS 9.75FS 9 . 6 8 F S 9.53FS 9.75FS 9. 6 8 F S 9.71FS 9.61FS 9.69FS 9.67FS 9.6 6 F S 9.78FS 9.63FS 9.79FS 9.43FS 9.29FS 9.48FS 9.43FS 9.57FS 9.56FS 9 . 6 2 F S 9.54FS 9.51NG 9.87NG 9.52NG 9.48NG 9.73FS PIN E K N O T S I G N ELEC. BOX WM SBC BOX CABLE TV WM SIGN BOX TRAFF I C S I G N A L BOX TRAF F I C S I G N A L 17.95 EAVE 9.71FF 9.57FF 9.65FF 9.5FS 9.5FS LARGE LEANING PALM 9.69FF 17.08 EAVE 16.98 EAVE 16.99 EAVE 12.50TW 9.3FS 9.5NG 9.7FS 9.8FS 10.55TW 10.58TW 10.71TW 10.76TW 10.41TW 9.84FS 9.32FS 9.7FS 9.9FS 9.48FL 9.45FL 9.35FL 9.16FL 9.09FL 8.98FL 8.96TG 8.86TG 9.32FS 9.26FS 9.33FS 10.22FS 10.21FS 10.20FS 9.82TC 9.32FL 9.75TC 9.75TC 9.22FL 9.68TC 9.19FL 9.54TC 9.09FL 9.62TC X TRAFFIC SIG. ELEC. BOX 8.93FL 8.93FL 9.62TC X 9.59TC 9.66TC 9.94FL 9.01FS 9.60TC 9.12FS 9.67TC 0" CF 9.72TC 9.66TC 0" CF 9.84TC 8.98FS 9.61TC 8.91FL 8.94FL 8 . 9 1 F L 8.93FL 9.01FS 9.20FS 9.01FS 9.14FS AL L E Y 2.9 3.5 CF.W. 1.3 GUTTER 15.0 3.3 5.0 5.0 19.4 6.0 0.5 1.9 WOOD LANDING CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC.CONC. CONC. CONC. CONC. CONC. CONC. CONC.CONC.CONC.CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC CONC. CONC. CONC. CONC. CONC. CONC. CONC. AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC.CONC. CONC. CONC. CONC.CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC. NO P A R K I N G 1 STORY BUILDING POST TYPICAL CO V E R E D A R E A DECK ABOVE WOOD X X X X X X X X CONC WROUGHT IRON FEONCE ON TOP OF WALL CONC. CONC. CONC. CONC. DIRT DIRT DIRT DIRT DIRT DIRT DIRT DIRT DIRT CONC. PROPERTY LINE CENTER LINE PROPERTY LINE PROPERTY LINE PR O P E R T Y LIN E CENTER LINE CE N T E R L I N E 1 S T O R Y B U I L D I N G 1 S T O R Y B U I L D I N G Pine Knott PROSPECT STREET CO A S T H I G H W A Y ALLEY 1 S T O R Y B U I L D I N G COVERED AREA 1 STORY BUILDING 1 STORY BUILDING W. I . F E N C E O N W A L L EXISTING BUILDING TO REMAIN EXISTING BUILDING TO REMAIN F.F.= 9.75 PAD= ____ F.F.= 9.75 PAD= ____ NO PARKING PROPOSED BUILDING PROPOSED BUILDING 1 3 9 A v e n i d a N a v a r r o San Cle m en te , CA 92672 9 4 9 .4 9 2 .8 5 8 6 www.toalengineering.com C I V I L EN G I NE ER I NG L A N D S U R V E Y I N G STORMWATER QUALITY 23002 PI N E K N O T M O T E L PO R . L O T 3 & L O T S 4 , 5 , & 6 , S E A S H O R E C O L O N Y T R A C T ( A P N : 0 4 5 - 0 8 4 - 0 9 ) 63 0 2 W . C O A S T H I G H W A Y , N E W P O R T B E A C H , C A PRELIMINARY PLAN NOT FOR CONSTRUCTION DEVELOPMENT STATISTICSGRADING LEGEND STORM WATER LIFT STATION 1" = 8' N/A11/19/21 5/31/23 M.F.B. M.F.B. A.L.T. 1 2 C-1 PR E L I M I N A R Y G R A D I N G P L A N PROSPECT STREET CO A S T H I G H W A Y ALLEY 1 S T O R Y B U I L D I N G COVERED AREA 1 STORY BUILDING 1 STORY BUILDING EXISTING BUILDING TO REMAIN EXISTING BUILDING TO REMAIN F.F.= 9.75 PAD= ____ F.F.= 9.75 PAD= ____ NO PARKING PROPOSED BUILDING PROPOSED BUILDING 1 3 9 A v e n i d a N a v a r r o San Cle m en te , CA 92672 9 4 9 .4 9 2 .8 5 8 6 www.toalengineering.com C I V I L EN G I NE ER I NG L A N D S U R V E Y I N G STORMWATER QUALITY 23002 PI N E K N O T M O T E L PO R . L O T 3 & L O T S 4 , 5 , & 6 , S E A S H O R E C O L O N Y T R A C T ( A P N : 0 4 5 - 0 8 4 - 0 9 ) 63 0 2 W . C O A S T H I G H W A Y , N E W P O R T B E A C H , C A PRELIMINARY PLAN NOT FOR CONSTRUCTION 1" = 8' N/A11/19/21 5/31/23 M.F.B. M.F.B. A.L.T. 2 2 C-2 ER O S I O N C O N T R O L P L A N LEGENDNOTE YEAR-ROUND BMP REQUIREMENTS THIS SHEET FOR EROSION CONTROL ONLY EROSION CONTROL BMPs TEMPORARY SEDIMENT CONTROL WIND EROSION CONTROL TRACKING CONTROL WASTE MANAGEMENT AND MATERIALS POLLUTION CONTROL NON-STORMWATER MANAGEMENT WH UNIT 01 UNIT 02 UNIT 03 UNIT 04 UNIT 08 UNIT 09 UNIT 10 UNIT 11 UNIT 12 STORAGE 14 STORAGE 13LIVING ROOM 15 LAUNDRY 16 BEDROOM 18 KITCHEN 17 BATH 19 BEDROOM 21 OFFICE 20 LOBBY 22 UNIT 07 UNIT 06 UNIT 05 DEMOLISHED DUE 864 SF (4 UNITS) UP TO FIRE DAMAGE 4 9 ° p a r k i n g N O P A R K I N G d1.0d1.0d1.0d1.0 demolition plan 1/4"=1'-0" copyright 2023 job #2113 09 august 2023 c 6302 w. coast highway newport beach, california pine knot architect 6302 investment LLC c l i e n t : newport beach, california 92663 865 production place newport beach, california 92663 62 balboa coves tel 949.637.5220 motel 92663 tel 949.524.0562 0 1'4'2' 1st floor demolition plan1 8' wall legend ref. north n o rt h established grade and overall height 4 9 ° p a r k i n g 7654321 NO PARKING a1.0a1.0a1.0a1.0 1st floor plan 1/4"=1'-0" copyright 2023 job #2113 09 august 2023 c 6302 w. coast highway newport beach, california pine knot architect 6302 investment LLC c l i e n t : newport beach, california 92663 865 production place newport beach, california 92663 62 balboa coves tel 949.637.5220 motel 92663 tel 949.524.0562 0 1'4'2' 1st floor plan1 392 s.f. - lobby / coffee bar 2,702 s.f. - existing, remaining floor area project area analysis 8' wall legend 664 s.f. - 1st floor new building 647 s.f. - 2nd floor new building 4,405 s.f. - TOTAL floor area + ref. north 4,406 s.f. - allowable floor area 8,813 s.f. - existing site area project area analysis (0.5 FAR) n o rt h 4 3 1 1 1 2 44 3 3 22 aaaa1111....1111 2nd floor plan 1/4"=1'-0" copyright 2023 job #2113 09 august 2023 c 6302 w. coast highway newport beach, california pine knot architect 6302 investment LLC c l i e n t : newport beach, california 92663 865 production place newport beach, california 92663 62 balboa coves tel 949.637.5220 motel 92663 tel 949.524.0562 0 1'4'2' 2nd floor plan1 8' wall legend ref. north n o rt h 4 3 1 1 1 2 4 3 3 22 EchoBeach copyright 2023 job #2113 09 august 2023 c 6302 w. coast highway newport beach, california pine knot architect 6302 investment LLC c l i e n t : newport beach, california 92663 865 production place newport beach, california 92663 62 balboa coves tel 949.637.5220 motel 92663 tel 949.524.0562 a3.0a3.0a3.0a3.0 exterior elevations 1/4"=1'-0" 0 1'4'8'2' east elevation (side)2 south elevation (front)1 m a t e r i a l s established grade and overall height established grade and overall height aaaa3333....1111 exterior elevations 1/4"=1'-0" 0 1'4'8'2' west elevation (side)4 copyright 2023 job #2113 09 august 2023 c 6302 w. coast highway newport beach, california pine knot architect 6302 investment LLC c l i e n t : newport beach, california 92663 865 production place newport beach, california 92663 62 balboa coves tel 949.637.5220 motel 92663 tel 949.524.0562 north elevation (rear)3 established grade and overall height m a t e r i a l s EchoBeach copyright 2023 job #2113 09 august 2023 c 6302 w. coast highway newport beach, california pine knot architect 6302 investment LLC c l i e n t : newport beach, california 92663 865 production place newport beach, california 92663 62 balboa coves tel 949.637.5220 motel 92663 tel 949.524.0562 a4.0a4.0a4.0a4.0 exterior elevations 1/4"=1'-0" 0 1'4'8'2' north/south building section2 east/west building section1 aaaa4444....1111 exterior elevations 1/4"=1'-0" 0 1'4'8'2' north/south building section4 copyright 2023 job #2113 09 august 2023 c 6302 w. coast highway newport beach, california pine knot architect 6302 investment LLC c l i e n t : newport beach, california 92663 865 production place newport beach, california 92663 62 balboa coves tel 949.637.5220 motel 92663 tel 949.524.0562 east/west building section3