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20201113_Parcel Map
CORONA DEL MAR, CA 714 iRIS PLUS SUBTERRANEAN BASEMENTPROPOSED 2 STORY RESIDENCEPROPOSED UNIT 123.45 EXISTING ELEV.REC. BRG. & DIST. BRICK ASPHALT LEGEND DESCRIPTION WALL A.C. M.H. MAN-HOLE F.S. FINISH SURFACE CONC. CONCRETE G.F. GARAGE FLOOR F.F. FINISH FLOOR WM WATER METER LOT LINE BUILDING FOR CONDOMINIUM PURPOSES, 1 PARCEL 714 IRIS, CORONA DEL MAR TENTATIVE PARCEL MAP NO. 2020-154 DATE: 9-17-20 MICHAEL LINOS OWNER AND SUB DIVIDER:PREPARED BY: Elevation = 100.00 ASSUMED DATUM Southerly PL Prod at Top of Curb. BEING A SUBDIVISION OF: Lot 16, Block 736, Corona Del Mar Tract SCALE 1"=10’ BENCH MARK: 949 858-3438 FAX 949 858-2924 OFFICE LAGUNA HILLS, CA 92653 23016 LAKE FOREST DRIVE #409 RON MIEDEMA L.S. 4653 118.5TW 118.46TW 117.76TW 117.50TW 116.05NG 116.58NG 115.49FS 114.13FS 110.09TW 108.67TW 106.83TW 107.82NG 107.11NG 108.37NG 119.80TW 120.73TW 120.81TW 116.70TW 112.29TW 110.99TW 107.45TW 107.42TW 105.31TW 105.81TW 113.48TW 120.67FS 120.43FS 117.24FS 117.16FS 110.98FS 110.70FS 107.35FS 107.30FS 104.56FS 104.36FS 128.00 T.O.R. 127.97 T.O.R. 133.75 T.O.R. 119.39TW 10 8. 97TW 112. 3 9 T W 119.45 DECK 119.50 DECK 119.56FF 113.03FS 111.85FF 104.23FS 104.19FS 104.38FS 119.12FS 111.77FS 111.52FS 111.80FS 111.59FS 111.58FS 108.31TW 108.39TW 103.64FS 103.48NG 103.01NG 103.01NG 102.92NG 102.75NG 102.79NG 102.71GF 103.58FL 103.76FL 104.07FL 103.85FL 103.99FS 103 .47FS 103.20FS 102 .89FS 102.76FS 103.19FS 102.68NG 103.21NG 103.40NG 103.37NG 104.76NG 104.62NG 103.30 CHIS. X 104.18 L&T L.S. 4653 103.96 L&T L.S. 5023SD MH 103.59 103.42NG 104.93NG 105.73NG 105.01NG 106.88NG 112 .9 8NG 11 3. 34NG 112.48NG 111.45NG 111.03NG 110.33NG 109.57NG 109.19NG 110.18NG 107 .08NG 107. 78FS 110.36NG 11 1.68NG 112 .1 6NG 118.80GF 118.87FS 118.90FS 118.98FS 118.8FS 119.2NG 118.98FS 118.66FS 118.50FS 118.35FS 117.33FS 115.96FS 119.90FS 115.74FS 117.19FS 117.91FS 118.94FS 119.79FS 121.02 L&T L.S.4653 117.64NG 117.96NG 118.25FS 118.07FL 118.76TC X 117.95TC X 117.57FL 117.06TC 116.57FL 116.06TC 115.61FL 119.50TC 118.71FL 102.97FL 109.18 FS 108.64 82 103.01 CP 144 108.07 NG 167 109.40 NG 196 103.47 CP 209 114.82 NG 218 112.19 NG 118118116 116 112 110 110 108 106 106 104104108 112WM 102.63 WM 103.62 STRIP DRAIN 101.86TG WM 102.73 WM 102.80 WM 103.47 UTILITY BOXSEWERCOVERUTILITY BOXGM CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC. CONC. RESIDENCE RESIDENCE RESIDENCE DECK DECK 103.52 LEAD & TACK48" PINE 18" TREE 6" TREE 24" TREE 12" TREE 119.18 L&T L.S.4653 IRIS AVENUE ALLEY N49%%D2 5’ 40 "W 117 .99 ’ N49%%D2 5’ 40 "W 1 17 .99 ’ N40%%D34’20"E 30.00’ N40%%D34’20"E 30.00’ C C 48’ 37.2’ 37.2’ 36’ 84’ 300’ 180’ 60’ 48’ SDWK 120’ P P P P 7 103.16FL102.63FL 37.5’ GARAGE BFP=103.24 CARPORT B GARAGE A FP=103.42 CARPORT A PA PA PA 60.3’ 37.5’ 36.2’ 118.10 FS 1" 118.42 FS 119 .4 2 1.6% 118.33 FS 117.33 FS 117.25 FS 116.25 FS 116.16 FS 107 .9 FG 107.88 FS 105.77 FS 105 .8 8 FS 103.37FS102.84FS GFF=104.16 GFF=104.16 5.8% 103.66 FS 103.35 FS 6.4% 3.2% 5% 5% 2% GFF=105.14 GFF=104.55 119 .6 7 TW 119 .6 7 TW 2% 117.75 FS 118.02 FS 2% 117.75 FS 117.92 FS 3.2% 2% 117.50 FS 104.21 FS 104.27 FS 105 .2 5 TC 105.25 TC 4 118.90 TG 117.00 IE FS CURB DRAIN 4 116.63 IE 4 117.40 TG 116.75 IE 4 117.65 TG 116.95 IE 4 117.65 TG 116.83 IE 4 117.65 TG 116.89 IE 119.0 FG 3 106.17 TG 104.00 IE 110.64 FS 118.10 FS 1" 2% 110.90 FS 109.72 FS 113 .3 FG DECK FS 111.16 FS 108.10 FS 108.60 FS 104.33 FS 106.48 FS 3 110.61 TG 109.00 IE 3 103.78 TG 103.00 IE 104.12 FS 104 .0 9 FL 103.09 TG 102.26 IE 4 110.80 TG 110.00 IE 10% 2 2 2 2 CURB PA PROTECT TREE 116.62 IE CURB DRA IN 8 117.8 FG 3.1% 103.95 FS-GB 103.84 FS 103.91 FS 13.94 FS 1.3% 1.3% DS DS REMOVE STEPS & WALL IN EASEMENT 110.2 FG 106.95 TG 110.00 IE 4 107.02 FS 108.00 FS 5 2% 2% 2% 2% 2% 3 108.05 TG 106.00 IE 7 103.58 TG 102.75 IE 1% 103.53FS 9 8" SEWER 96’ INSTA LL NEW SWR CLEANOUT ON NEW LATERAL . 11 12 13 WM WM 110 .5 0 FS 109.00 TW 108.05 FS B 3 C 3 D 3 E 3 3 107.89 TG 106.00 IE 4" DRAIN LINE S=.01 MIN 6 4" DRAIN LINE S=.01 MIN 6 14 PLACE SOD 15 PLACE PLANTS 36"MAX HT PLACE PLANTS 36"MAX HT EXIST WALL PROTECT 36’ 5’ 1 DS EXIST WALL PROTECT 110.11 FS 16 245.9’ PROP SEWER ESM ’T 48’ EXIST SEWER ESM’T EXIST SEWER ESM’T REMOVE ALL ROCK IN PARKWAY. PLANT SOD. REMOVE RED PAINT EXIST 8" SEWER TO BE REMOVED AND REPLACED 10’ 10’ FF=118.18 RAISED FOUNDATION STANDARD GREY CONCRETE ONLY IN SEWER EASEMENT TURF PLACE REMOVE AND REPLACE STEPS . STANDARD GREY CONCRETE ONLY IN SEWER EASEMENT 104.39 104.39 104.00 104.00 UNIT A GARAGE UNIT B GARAGE UNIT AUNIT B CARPORT CARPORT 25’N49%%D25’40"W 117.99’N49%%D25’40"W 117.99’N40%%D34’20"E 30.00’ N40%%D34’20"E 30.00’ 7.0 7.0 7.0 7.0 RON MIEDEMA NO. 4653 EXP. 9/30/21LICENSED L A N DSURVEYORSTATEOF C A L IF O RNIAPA2020-329