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Home My WebLink AboutItem 4c. 2223 Monterey (ARCH-0327-2021) Project Plans_High ResolutionMOTEL INN SAN LUIS OBISPO, CA 3/18/22 KEYNOTE LEGEND 1 PATIO WITH DECORATIVE PAVING 2 YARD GAMES (CORNHOLE, PING PONG) 3 ENHANCED ENTRY LANDSCAPING 4 LOBBY ENTRY PATIO 5 IN-GROUND POOL (27’x42’) 6 HOT TUB (10’x12’) 7 SUN DECK WITH LOUNGE CHAIRS 8 LAWN AREA (GRASS CRETE AT FIRE TRUCK HAMMERHEAD) 9 5’ TALL NO-CLIMB POOL SECURITY FENCE WITH GATES 10 TIERED WATER FOUNTAIN 11 GARDEN PATIO WITH DECORATIVE PAVING 12 RAISED PLANTER WITH SPECIMEN CANOPY TREE 13 LINEAR WATER FOUNTAIN 14 UNIT’S PRIVATE PATIO 15 FIRE TRUCK HAMMERHEAD (FLUSH GRADE, GRASS CRETE TURF) 16 PEDESTRIAN PATHWAY 17 NOT USED 18 NATIVE SCREEN PLANTINGS WITHIN CREEK SETBACK 19 SOLID FENCING AT TOP OF CREEK BANK, WITH PLANTS 20 NATIVE SCREEN PLANTINGS ALONG SLOPE 21 EXISTING TREES TO REMAIN 22 PARKING LOT ISLAND WITH CANOPY SHADE TREE, TYP. 1 5 8 16 16 18 18 18 18 16 21 21 21 21 21 21 21 21 21 21 21 16 16 16 20 3 3 20 16 2 8 15 10 11 22 22 22 22 11 11 11 11 7 7 6 4 11 LOBBY / CAFE N/B H W Y 1 0 1 SAN LUIS OBISPO C R E E K TO MONTE R E Y S T . B1 B3 B2 B4 B7 B6 B5 B8 B9 MAINT. B10 B14 B13 B11 B12 HSKP. B15 B22 B16 B23 B17 B24 B18 B19 B26 B20 B27 B21 HSKPG B29 B28 B25 9 12 12 19 19 19 13 13 12 14 14 14 14 14 12 LANDSCAPE INSPIRATIONAL IMAGES HARDSCAPE MATERIALS AND LANDSCAPE ELEMENTS L-1 E. LAUNDRY CONCEPTUAL LANDSCAPE VISION THE LANDSCAPE DESIGN SEEKS A BALANCE BETWEEN THE HISTORICAL USE OF THE SITE, BLENDED WITH A MORE CONTEMPORARY FEEL. MEANDERING PATHWAYS LEAD THROUGH INTIMATE GARDENS AND DECORATIVE PATIOS, WITH SEMI-PRIVATE PATIOS ACCESSED FROM EACH BUGALOW. VARIOUS WATER FEATURES, FOCAL ELEMENTS, AND SPECIMEN TREES ARE LOCATED THROUGHOUT THE PROPERTY. THE PLANT PALETTE CONSISTS OF A COMBINATION OF HISTORICALLY SIGNIFICANT, CALIFORNIA NATIVE, AND MEDITERRANEAN SPECIES. CONCEPTUAL LANDSCAPE PLAN MOTEL INN SAN LUIS OBISPO, CA PLANT PALETTE, NOTES, WATER USE 3/18/22 PROPOSED PLANT PALETTE BOTANICAL / COMMON NAME SIZE WUCOLS* DESCRIPTION EVERGREEN TREES ARBUTUS ‘MARINA’ / MARINA STRAWBERRY TREE 24” BOX L FLOWERING; REDDISH BARK CITRUS SPS. / CITRUS (ORANGE, LEMON, LIME) 15 GAL L EDIBLE FRUIT OLEA EUROPAEA ‘SWAN HILL’ / FRUITLESS OLIVE 36” BOX VL FRUITLESS VARIETY TRISTANIA CONFERTA / BRISBANE BOX 24” BOX M REDDISH BARK; UPRIGHT FORM PHOENIX CANARIENSIS / CANARY ISLAND PALM 12’ BTH L ICONIC PALM DECIDUOUS TREES GLEDITSIA TRIACANTHOS ‘MORAINE’ / MORAINE LOCUST 24” BOX L GREEN LACY FOLIAGE LAGERSTROEMIA INDICA CLTVS. / CRAPE MYRTLE 24” BOX L FLOWERING CASSIA LEPTOPHYLLA / GOLD MEDALLION TREE 24” BOX M FLOWERING JACARANDA MIMOSIIFOLIA / JACARANDA 15 GAL M CANOPY SHADE; FLOWERING PISTACIA CHINENSIS / CHINESE PISTACHE 24” BOX L FALL COLOR SHRUBS / SUCCULENTS SUCCULENTS / AEONIUM, AGAVE, ALOE, KALANCHOE, ETC. 1 GAL L SUCCULENT; LOW WATER USE CALLISTEMON ‘LITTLE JOHN’ / DWARF BOTTLEBRUSH 5 GAL L RED FLOWERS DRACAENA DRAGO / DRAGON TREE 15 GAL L ACCENT DIANELLA CAERULEA ‘CASSA BLUE’/ BLUE FLAX LILY 5 GAL M BLUE/GREY STRAP-LIKE LEAVES EONYMUS JAPONICA CLTVS. / EVERGREEN EUONYMUS 5 GAL L HEDGE PLANT OLEA EUROPAEA ‘LITTLE OLLIE’ / DWARF OLIVE 5 GAL VL DWARF OLIVE PITTOSPORUM ‘SILVER SHEEN’ / SILVER SHEEN KOHUHU 5 GAL M UPRIGHT FORM PHORMIUM CLTVS. / NEW ZEALAND FLAX 5 GAL L COLORFUL ACCENT PRUNUS ‘BRIGHT N TIGHT’ / CAROLINA CHERRY LAUREL 5 GAL L UPRIGHT FORM ROSA ‘ICEBERG’ / ICEBERG ROSES 5 GAL M VARIOUS FLOWERS SALVIA SPS. / SAGE 5 GAL L FLOWERING; LOW WATER-USE WESTRINGIA ‘MORNING LIGHT’/ COASTAL ROSEMARY 5 GAL L VARIEGATED LEAVES GROUND COVER LANTANA MONTEVIDENSIS / TRAILING LANTANA 1 GAL L WHITE FLOWERS; ROSMARINUS OFFICINALIS CLTVS. / ROSEMARY 1 GAL L FLOWERING; LOW WATER-USE ROSA ‘FLOWER CARPET’ / FLOWER CARPET ROSE 5 GAL M FLOWERING PERENNIALS / ACCENTS ACHILLEA MILLEFOLIUM ‘MOONSHINE’ / YARROW 1 GAL L YELLOW FLOWERS; ANIGOZANTHOS CLTVS. / KANGAROO PAW 1 GAL L FLOWERING; LOW WATER-USE CORDYLINE VARS. / CABBAGE PALM 5 GAL M GRASS-LIKE ACCENT KNIPHOFIA UVARIA / RED HOT POKER 1 GAL L FLOWERING; LOW WATER-USE LAVANDULA SPS. / LAVENDER 1 GAL L PURPLE FLOWERS. LOMANDRA LONGIFOLIA ‘BREEZE’ / BREEZE MAT RUSH 1 GAL L GREEN FOLIAGE NATIVE SCREENING BACCHARIS ‘CENTENNIAL’ / COYOTE BRUSH 1 GAL L SPREADING HETEROMELES ARBUTIFOLIA / TOYON 5 GAL L RED BERRIES; RHAMNUS CALIFORNICA ‘EVE CASE’ / COFFEEBERRY 5 GAL L ROUNDED FORM RIBES SANGUINEUM / RED FLOWERING CURRANT 5 GAL L FLOWERING; *WUCOLS (WATER USE CLASSIFICATIONS OF LANDSCAPE SPECIES) IS A GUIDE TO HELP IDENTIFY IRRIGATION WATER NEEDS OF PLANT SPECIES. DEVELOPED BY THE UNIVERSITY OF CALIFORNIA COOPERATIVE EXTENSION, CALIFORNIA DEPARTMENT OF WATER RESOURCES, 2000. A B C D E F G H I J K L M N O P Q R S T U V W X WATER CONSERVATION STATEMENT THE CONCEPTUAL LANDSCAPE PLAN, CONCURRENT WITH THE PLANTING AND IRRIGATION CONSTRUCTION DOCUMENTS, PLAN INSTALLATION, RELATED SPECIFICATIONS AND NOTES, QUALIFIES THIS PROJECT AS ONE WHICH EMBRACES THE FOLLOWING CURRENT WATER CONSERVATION TECHNOLOGY AND METHODOLOGIES: 1. UTILIZATION OF STATE OF THE ART IRRIGATION CONTROLLER(S) ALLOWING FOR PRECISION INCREMENTAL WATER SCHEDULING IN ALL HYDROZONES. 2. USE OF DRIP-TYPE AND/OR MICROSPRAY SYSTEMS ONLY. 3. INTEGRATED PLANT DESIGN. PLANT PALETTES HAVE BEEN FORMED TO REFLECT PARALLEL WATERING REQUIREMENTS WITHIN EACH HYDROZONE GROUP. 4. PLANTS INSTALLED WITH MOISTURE RETENTIVE SOIL AMENDMENTS, ENABLING STRONG ROOT AND PLANT GROWTH, WITH THE USE OF LESS WATER. 5. 3” DEEP MULCHING OF ALL PLANT BASINS AND PLANTING AREAS, INHIBITING EVAPORATION. 6. USE OF LOW WATER USE PLANTS. CONCEPT NOTES 1. PLANT MATERIAL WAS CHOSEN FOR ITS COMPATABILITY WITH THE MACRO/MICROCLIMATIC CONDITIONS OF THE REGION AND SITE; TOLERANCE OF WIND; TOLERANCE OF DROUGHT CONDITIONS; LONGEVITY; SCREENING CAPABILITIES; AND OVERALL ATTRACTIVENESS. 2. IRRIGATION SYSTEM SHALL BE DESIGNED FOR MAXIMUM WATER EFFICIENCY AND SHALL INCLUDE AN AUTOMATIC CONTROLLER, BACKFLOW PREVENTION DEVICE, AND LOW-GALLONAGE HEADS FOR TURF AND LARGE GROUND COVER AREAS. A DRIP-TYPE SYSTEM SHALL BE USED WHERE APPROPRIATE. TREES SHALL BE IRRIGATED ON SEPARATE BUBBLER SYSTEMS. 3. PLANT MATERIAL QUANTITIES, NARRATIVE SPECIFICATIONS, SITE DETAILS, AND MATERIAL DEFINITIONS WILL BE DETERMINED AND NOTED ON THE CONSTRUCTION DRAWINGS. PLANT PHOTOS A B C D E F G H I J K L M N O P Q R S T U V W X L-2 PRELIMINARY MAWA / ETWU CALCULATIONS MOTEL INN SAN LUIS OBISPO, CA 3/18/22 L-3TREE INVENTORY PLAN 310 312 2 9 0290298298 285295 308 305 306 307 308 2 9 3 303 304 277 278 279 280 281 282 283 284 285 286 287 288 289 290 291292 293 294 283 284 JC-6.1 LOBBY/CAFE FF=300.87 (FF=298.61) 300.60 TC 300.10 FS (303.91 TW) (301.6 EG) (304.45 TW) (301.5 EG) (304.85 TW) (302.0 EG) (305.40 TW) (302.5 EG) (305.98 TW) (303.3 EG) (306.03 TW) (303.2 EG) (306.71 TW) (305.8 EG) (306.83 TW) (304.1 EG) 300.00 TC 299.50 FS 299.15 TC 298.65 FL 300.87 FF 300.85 FS 298.88 FS 298.61 FF 298.59 FS 298.59 FS 298.59 FS 302.16 TC 301.50 FS 302.30 TC 301.80 FS 303.40 TC 302.90 FS 302.90 TC 302.40 FS 302.50 TC 302.00 FS 300.10 FL 300.60 TC/FS 313.80 TW 302.9 FG 300.85 FS 298.00 FS 294.20 FS 294.60 TG 294.00 TG 292.80 TG 29429529 6 297298UNITS 15 FF=303.2 UNITS 22 FF=301.9 300.3 FG 300.9 FG UNIT B12 FF=300.8 UNIT B11 FF=299.6 UNIT B10 FF=299.1 UNIT B9 FF=297.4 UNIT B8 FF=296.4 UNIT B6 FF=295.6 UNIT B5 FF=295.5 UNIT B4 FF=297.1 UNIT B3 FF=298.1 UNIT B1 FF=298.6 UNIT B2 FF=298.00 300.85 FS 300.45 FS 298.00 FS UNIT B7 FF=296.4 299.30 TC 298.55 TG 293.90 TC 293.40 FS (292.6 TW) (289.8 BW) (293.39 EC) (294.2 EG) (295.0 EG) 294.95 TC 294.45 FS 295.00 TC 294.50 FS 296.00 TC 295.50 FS (296.2 EG) 1.5% MI N 5% MA X (296.46 EG)296.50 TC 296.00 FS (297.72 EG) (299.35 EG) 297.90 TC 297.40 FS 298.30 TC/FS 299.30 TC 298.80 FS 298.85 TC 298.35 FS 298.10 FS 296.25 TC 295.75 FL 298.10 FL 295.90 TC 295.40 FS 298.50 TC 298.00 FL 292.95 TC 292.20 TG 295.65 TC 295.15 FL 295.75 TC 295.25 FL 294.20 FL 296.50 TC 296.00 FS 298.10 TC 297.50 FS 298.10 TC 297.50 FS 299.40 TC 298.90 FL 293.50 TC 293.00 FS 293.20 TC 292.70 FS 5% MAX 1.5% 299.25 TC 298.75 FL BIO-RETENTION OVERFLOW STRUCTURE BIO-RETENTION BASIN (750 SF) AREA DRAINS (TYP.) SAN LUI S O BI S P O C R E E K EX. BUILDING TO REMAIN (294.2 FF) MONT E R E Y ST. US HWY 1 0 1 EX. TOP OF BANK (TYP.) APPROX. LIMITS EX. 100-YR. FLOOD PLAIN (TYP.) CATCH BASIN / SAND TRAP NEW FIRE HYDRANT 300.45 FS UNIT B13 FF=300.8 UNIT B14 FF=300.3 294.40 TG 298.00 TG 297.5 FG 301.20 FS 299.60 FS 294.15 TC 293.82 FS 294.15 TC 293.65 FS 294.10 TC 293.60 FS 297.75 TC 297.25 FL 298.50 FS 297.00 FS 296.20 FS 296.20 FS 294.3 FL 298.2 FL 298.4 FG RIDGE 300.00 FL 302.31 TC 301.65 FS 300.60 TC/FS 300.10 TC/FS 300.85 FS 301.00 TC/FS 300.60 TC/FS 300.75 TC/FS 300.35 FL 298.35 TC/TG 301.80 TC 299.40 FS 302.70 TC 302.20 FL 301.10 TC 300.60 FL 8% RA M P 2%MAX300.85 FS 301.10 TC 300.60 FS 302.20 TC 301.70 FL 302.50 TC 302.00 FL 303.20 TC 302.70 FS 304.70 TC 303.20 FS303.50 TC 303.00 FS 302.30 TC 301.80 FS 301.00 FS 300.85 FS 300.85 FS 300.85 FS 300.85 FS 2%MAX5%MAX300.40 FS 298.90 FS 5%MAX300.50 FL 2% MAX 306.47 TW 302.9 FG 303.80 TW 302.6 FG 300.50 FS 300.30 FL 299.70 TG 300.60 TC/FS 300.70 TC/FS 300.60 TC/FS 298.00 TG 300.45 TC/FS 300.30 FS 302.45 TC 301.95 FS 302.70 TC 302.20 FS 302.90 TC 302.40 FS 299.10 FS 299.40 FS 313.80 TW 302.8 FG 313.80 TW 302.6 FG 313.80 TW 302.9 FG 313.80 TW 302.4 FG 313.80 TW 303.0 FG 313.80 TW 303.5 FG 315.80 TW 303.8 FG 296.10 TG CATCH BASIN / SAND TRAP CATCH BASIN / SAND TRAP M & H UNIT FF=296.7 M & H UNIT FF=299.6298.58 FS 298.08 FS 298.08 FS 297.08 FS 297.08 FS 295.48 FS 294.48 FS 300.28 FS 300.78 FS 300.78 FS 295.80 TG 295.60 TG 298.00 FS 296.60 FS 298.80 FS 296.90 FS5%MAX295.00 FS 295.50 FS 294.70 FS 295.08 FS 295.38 FS 294.60 TG 294.90 FS 296.10 FS 296.20 FS 298.40 FS 298.78 FS 300.10 FS 300.70 FS1.5%MIN5% MAX2%MAX1.5%MIN5% MAX2%MAX1.5%MIN5% MAX2 % M A X 5%MAX5%MAX301.80 FS 1.5%MIN 5% MA X 1.5% MI N 5% MA X 294.50 FS 294.60 FS 295.40 FS 296.20 TG 297.38 FS 296.30 TG 295.38 FS 301.00 TC 299.90 FS 298.42 TC/TG 5%MAX298.25 TC/FS 297.95 FL 296.00 TG 1.5% M I N 5% M A X 1.5% M I N 5% M A X 1.5% M I N 5% M A X 1.5%MIN 5% MAX 293.40 TC 292.90 FL 293.70 TC 293.20 FS 294.48 FS 299.20 FS 298.30 FS (4) 4" THRU-WALL DRAIN PIPES 302.2 FL 302.70 TC 302.20 FS (303.5 EG) 12' HIGH RETAINING & SOUND WALL PER STRUCTURAL DETAILS 12' HIGH RETAINING & SOUND WALL PER STRUCTURAL DETAILS 313.80 TW 302.9 FG 300.50 FL 300.60 FS298.70 FS 298.60 FS 299.60 TC 299.10 TG 299.60 FL 297.55 TC 296.95 FS 294.25 TC 293.75 FS 295.35 TC 294.85 FS 296.20 TC 295.70 FS TRENCH DRAIN ( IN FEET ) 1 INCH = FT. 10 2020 20 400 PRELIMINARY GRADING & DRAINAGE PLANPLOT BY: AGE04PLOT DATE: Jul 20, 2022 - 1:19pmDrawing name: N:\2022\22029-MotelInn\Civil\Condocs\Sheetfiles\22029-C1.1-PGD.dwgDESIGNED: SHEET: DATE: JOB NUMBER: C-1.1 ENGINEER OF RECORD: DATE:NO.REVISIONDATEDRAWN BY:MOTEL INN2125 MONTEREY STREETSAN LUIS OBISPO, CASJS DWB 22029 July 20, 2022MATCHLINE, SEE SHEET C-1.2293 294 295 296 298 297 300 299 311 290300295295 300 290 285290 285305 306 307 308 310 301302283 284 285 286 287 288 289 290 291 292 293 29 4 29 5 29 6 297 298 299 291295300304302.30 TC 301.80 FS 303.40 TC 302.90 FS 315.80 TW 304.7 FG 300.3 FG RIDGE 300.2 FG 298.6 FG 299.5 FG 300.1 FG RIDGE 300.6 FG RIDGE 301.7 FL 301.3 FL 299.9 FL 302.6 FL304.70 FS 302.3 FG RIDGE 302.0 FG RIDGE 300.8 FG RIDGE 304.0 FL 302.3 FG RIDGE 302.9 FG RIDGE (304.3 FG) RIDGE 302.90 TC 302.40 FS 2972982993003013023 0 3 30 4 305 UNIT 29 FF=306.2 UNITS 23 FF=306.2 UNITS 28 FF=305.2 UNIT 27 FF=304.8 UNITS 20 FF=305.3 UNITS 19 FF=304.6 UNITS 26 FF=304.1 UNITS 25 FF=303.2 UNIT 24 FF=302.7 UNITS 18 FF=304.2 UNITS 17 FF=303.7 UNITS 16 FF=303.5UNITS 15 FF=303.2 UNITS 22 FF=301.9 UNITS 23 FF=302.5 304.2 FG 303.7 FG 302.1 FG 302.4 FG 303.0 FG 301.6 FG 302.9 FG302.2 FG 301.6 FG 301.7 FG 301.1 FG 301.5 FG 300.9 FG 300.3 FG 300.9 FG 300.3 FG 300.9 FG UNIT B12 FF=300.8 BIO-RETENTION OVERFLOW STRUCTURE BIO-RETENTION BASIN (750 SF)SAN LUIS OBISPO CREEKUS HWY 101 EX. TOP OF BANK (TYP.) APPROX. LIMITS 100-YR. FLOOD PLAIN (TYP.) NEW FIRE HYDRANT BIO-RETENTION BASIN (1290 SF) BIO-RETENTION BASIN (290 SF) 303.50 FS 305.2 FG 304.3 FG 304.8 FG 300.1 FG 298.00 TG 297.5 FG BIO-RETENTION OVERFLOW STRUCTURE 299.80 TG 299.3 FG BIO-RETENTION OVERFLOW STRUCTURE 299.90 TG 299.4 FG 303.6 FG 303.2 FG 302.7 FG302.5 FG302.2 FG 301.8 FG 301.20 FS 302.2 FG 302.4 FG 302.9 FG 302.80 FS 304.0 FG 303.3 FG 298.2 FL 298.4 FG RIDGE 301.8 FG RIDGE 301.00 TC/FS 300.60 TC/FS 300.75 TC/FS 300.35 FL 317.13 TW 305.5 FG 317.13 TW 305.5 FG 315.80 TW 304.3 FG (304.4 EG) (306.6 EG) 299.70 TG 300.60 TC/FS 298.00 TG 300.45 TC/FS 300.30 FS 302.45 TC 301.95 FS 299.10 FS 299.40 FS 313.80 TW 302.6 FG 313.80 TW 302.9 FG 313.80 TW 302.4 FG 313.80 TW 303.0 FG 313.80 TW 303.5 FG 315.80 TW 303.8 FG CATCH BASIN / SAND TRAP M & H UNIT FF=299.6 M & H UNIT FF=306.2 300.78 FS 298.40 FS 300.70 FS 1.5%MIN5% MAX2%MAX301.80 FS 302.60 FS301.70 FS 302.30 FS 302.40 FS 302.60 FS 304.9 HP/FL 12' HIGH SOUND WALL PER STRUCTURAL DETAILS (4) 4" THRU-WALL DRAIN PIPES 302.2 FL 302.70 TC 302.20 FS 317.13 TW (305.3 EG) (303.5 EG) 12' HIGH RETAINING & SOUND WALL PER STRUCTURAL DETAILS 12' HIGH RETAINING & STRUCTURAL DETAILS ( IN FEET ) 1 INCH = FT. 10 2020 20 400 PRELIMINARY GRADING & DRAINAGE PLANPLOT BY: AGE04PLOT DATE: Jul 20, 2022 - 1:19pmDrawing name: N:\2022\22029-MotelInn\Civil\Condocs\Sheetfiles\22029-C1.1-PGD.dwgDESIGNED: SHEET: DATE: JOB NUMBER: C-1.2 ENGINEER OF RECORD: DATE:NO.REVISIONDATEDRAWN BY:MOTEL INN2125 MONTEREY STREETSAN LUIS OBISPO, CASJS DWB 22029 July 20, 2022MATCHLINE, SEE SHEET C-1.1299 300 301 302 303 304 305 310312290290 2982982 8 5 29530530630730829330330427727827928028128228328428528628728828929029 1 292293294JC-6.1FOFOFOFOFOFOFOFOFOFO FO FOFOFOFOFOFOWWWWWWWWW WWWWWWWGGG G G G GGGGGGGGGGGGGGGGGGGGGGGGGGGG(287.4 INV)293.30 TG287.7 INV285.6INVUNDERGROUND STORAGE(294.8 INV)(289.8 INV)(E) 42" RCPSDSD290.0 INVSS SS SSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS 285.8INV294.10 RIM286.8 INVout287.0 INVinSSSSSSSSSSSSSSSSSSSSSSSSSS294295296297SSSSSSSSSSSSSSSSSSSS SS SS294.43 RIM288.8 INV296.30 RIM292.6 INVWWWWSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD SD292.20 TG289.7 INV295.60 TG293.6 INV298.00 TG294.8 INV294.60 TG292.0 INV294.00 TG290.4 INV293.50 TG290.1 INV291.0INVout286.0 INVINV = 286.0298.55 TG294.4 INV287.5 INV(292.7 INV)(292.5 INV)300.90 TG298.0 INVSSSSSSSS294.40 RIM288.2 INV294.80 RIM291.5 INVSSSSSSSSSSS S S S S S S S S S 294.6 INV300.5 RIM293.6 INVUNIT B12 FF=300.8UNIT B11 FF=299.6UNIT B10 FF=299.1UNIT B9 FF=297.4UNIT B8 FF=296.4UNIT B6 FF=295.6UNIT B5 FF=295.5UNIT B4 FF=297.1UNIT B3 FF=298.1UNIT B1 FF=298.6UNIT B2 FF=298.00UNIT B7 FF=296.415 S2.0UNDERGROUNDSTORAGE-INFILTRATIONCHAMBERS (6,910 CF)OVERFLOW STORM DRAINBIO-RETENTION OVERFLOWSTRUCTUREBIO-RETENTION BASIN (750 SF)AREA DRAINS (TYP.)SAN LU IS OB ISPO CREEKEX. BUILDINGTO REMAIN(294.2 FF)MONTEREY ST.US HWY 101CONNECT TO EX.STORM DRAINSPILLWAYEX. TOP OF BANK (TYP.)APPROX. LIMITS EX. 100-YR.FLOOD PLAIN (TYP.)CATCH BASIN / SAND TRAPNEW FIRE HYDRANTUNIT B13 FF=300.8UNIT B14 FF=300.3294.40 TG291.3 INVSDSDSSSS SS SS SSSSSSSSSSSS SS SS SS SS SS SS SS SSSSSSSSSS294.4 INV296.3 INV294.3 INVSD SD SDSDSDSDSD298.00 TG294.7 INV295.80 TG293.3 INVSDSDSDSDSD291.2 INV292.7 INVUNDERGROUND STORAGEINV = 291.2299.70 TG297.2 INVoutWWW WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W WWWWWWWWSSSSSS290.8 INV289.2 INVWWWWWWWWWWWWWWWSD SD SD SD 296.10 TG293.5 INVUNDERGROUNDSTORAGE-INFILTRATIONCHAMBERS (3,730 CF)CATCH BASIN / SAND TRAPCATCH BASIN / SAND TRAPM & H UNIT FF=296.7M & H UNIT FF=299.6294.60 TG292.0 INVSDSD296.20 TG293.7 INV296.30 TG294.0 INVWW296.00 TG287.7 INV292.0 INV286.0 INV287.5 INVSDSDSD300.60 TG298.0 INVAPPROXIMATE LOCATION OFEXISTING WATER MAIN (TYP.)12' HIGH RETAINING & SOUNDWALL PER STRUCTURAL DETAILS12' HIGH RETAINING &SOUND WALL PERSTRUCTURAL DETAILSAPPROXIMATE LOCATION OFEXISTING WATER MAIN (TYP.)SD SD SD SD 298.35 TG286.8 INV299.10 TG287.6 INV298.42 TG287.0 INVTRENCHDRAIN( IN FEET )1 INCH = FT.10202020400PRELIMINARY UTILITY PLAN PLOT BY: AGE04 PLOT DATE: Jul 20, 2022 - 1:10pm Drawing name: N:\2022\22029-MotelInn\Civil\Condocs\Sheetfiles\22029-C2.1-PUT.dwg DESIGNED:SHEET:DATE:JOB NUMBER:C-2.1ENGINEER OF RECORD:DATE:NO.REVISION DATEDRAWN BY:MOTEL INN 2125 MONTEREY STREET SAN LUIS OBISPO, CA SJSDWB22029July 20, 2022MATCHLINE, SEE SHEET C-2.2 3112 9 0 300 2952953002902 8 5290 305306307308310301 3 0 2283284285286287288289290291292293294295296297298299 290 291 295 300304GGGGGGGGGGGGGGGGGGGGGGG297298299300301302303304305298.3 INV298.00 TG294.8 INVUNIT 29FF=306.2UNITS 23 FF=306.2UNITS 28 FF=305.2UNIT 27 FF=304.8UNITS 20 FF=305.3UNITS 19 FF=304.6UNITS 26 FF=304.1UNITS 25 FF=303.2UNIT 24 FF=302.7UNITS 18 FF=304.2UNITS 17 FF=303.7UNITS 16 FF=303.5UNITS 15 FF=303.2UNITS 22 FF=301.9UNITS 23 FF=302.5300.5 INV295.7 INVSSSS SS SS SS S S SSSSSSSSSSSSSSSSSSSSSSSSSS294.6 INV300.5 RIM293.6 INVUNIT B12 FF=300.8BIO-RETENTION OVERFLOWSTRUCTUREBIO-RETENTION BASIN (750 SF)S A N L U I S O B I S P O C R E E K US HWY 101EX. TOP OF BANK (TYP.)APPROX. LIMITS 100-YR.FLOOD PLAIN (TYP.)NEW FIRE HYDRANTBIO-RETENTIONBASIN (1290 SF)BIO-RETENTION BASIN (290 SF)SDSDSDSDSDSDSDSDSDSDSD299.80 TG296.8 INVBIO-RETENTION OVERFLOWSTRUCTURE299.90 TG297.4 INVBIO-RETENTIONOVERFLOWSTRUCTURE297.6 INVSDSD298.00 TG294.7 INVSDSDSDSDSD291.2 INV292.7 INVUNDERGROUND STORAGE299.70 TG297.2 INVoutWWWWWWWWWWWWWWWWWWWWWWCATCH BASIN / SAND TRAPM & H UNIT FF=299.6M & H UNIT FF=306.212' HIGH SOUND WALL PERSTRUCTURAL DETAILS304.0 INV(4) 4" THRU-WALLDRAIN PIPESSDSDSD300.60 TG298.0 INVAPPROXIMATE LOCATION OFEXISTING WATER MAIN (TYP.)35 S2.0 15 S2.0 7.60'12' HIGH RETAINING & SOUNDWALL PER STRUCTURAL DETAILSAPPROXIMATE LOCATION OFEXISTING WATER MAIN (TYP.)( IN FEET )1 INCH = FT.10202020400PRELIMINARY UTILITY PLAN PLOT BY: AGE04 PLOT DATE: Jul 20, 2022 - 1:10pm Drawing name: N:\2022\22029-MotelInn\Civil\Condocs\Sheetfiles\22029-C2.1-PUT.dwg DESIGNED:SHEET:DATE:JOB NUMBER:C-2.2ENGINEER OF RECORD:DATE:NO.REVISION DATEDRAWN BY:MOTEL INN 2125 MONTEREY STREET SAN LUIS OBISPO, CA SJSDWB22029July 20, 2022MATCHLINE, SEE SHEET C-2.1 3'-6"2'-0"1'-6"12" 4'-8"12"18"8" FINISH GRADE 12'-0" VARIES (4"-0" MAX)11+/-4'-0"PROPERTY LINE+/- 7'-6"16"Ø WATER MAIN18"24"Ø CASSIONSEE DETAIL 24/S2.015"x18" GRADE BEAMw/3-#5 CONT. TOP& BOTTOM w/ #3 TIES@ 12"o.c.12" CONC. BLK.W/ #5 HORIZ.EA. FACE @8"o.c. & #44'-8"8'-0"8" CONC. BLK. W/#4 HORIZ. EA. FACE@ 8" o.c. & #4VERT. @ 24"o.c.4"Ø PERF.DRAIN PIPEPILE CAP (BEYOND)12'-0"EXISTING 16"Ø WATER MAINFINISH GRADE PROPERTY LINE+/- 4'-6"INDICATES 24"Ø CAISSON35S2.015S2.015S2.0+/- 60'-0" CAISSON SUPPORTED SOUND WALLTYPICAL WALLTYPICAL WALLWHERE WATER MAINCENTERLINE IS LOCATEDCLOSER THAN 7'-6" FROMPROPERTY LINE, USECAISSON SUPPORTEDSOUND WALLNOTES: (#)1.SEE FRAMING/FOUNDATION PLAN AND NOTES2.SEE SHEARWALL SCHEDULE AND NOTES24"Ø CAISSON w/ 8 - #7VERT. BARS & #3 SPIRALTIES (1 1/2" PITCH)24"15"24" x 30" x 18" THK.PILE CAP W/ 3-#5EA. WAY @ TOP & BOTT.23S2.0PROPERTY LINE16"4"12" 23 4" CLR.12" CMU WALL W/ #5 @8" O.C. (HORIZ-FRONTFACE) AND #5 @ 8" O.C.HORIZ REAR FACE16"x16" CMUPILASTER W/ 3-#6VERT EA FACE & #3TIES @ 8" O.C.24"Ø CAISSON (BELOW)#4 @ 24"o.c.VERT STAGGERED#4 HOOKS @ 8"o.c.3"18"6"LINE OF 8"CMU WALL ABOVESheet Contents:Sheet Number:Motel Inn 2125 Monterey Street San Luis Obispo, CAJob Number: 1474 SSG Job No. S22197Engineer:MFSDate:05/20/2022SMITH STRUCTURAL GROUP, LLP811 El Capitan Way, Suite 240San Luis Obispo, CA 93401805.439.2110smithstructural.comDATE SIGNED:FIFSMIC HAEL.SMITHNo. 35470CVILSTATEOCALIFORNIA REGISTERE DPROFESIONALENGINEER1235SOUNDWALLSECTIONSS-2.0 San Luis Obispo, California These drawings are instruments of service and are the property of STUDIO DESIGN GROUP ARCHITECTS, INC. All designs and other information on the drawings are for use on the specified project and shall not be used without the expressed written consent of STUDIO DESIGN GROUP ARCHITECTS, INC. Previous Design Overlay Sheet Contents:Sheet Number:Date: 7/21/15File name: Motel Inn 1.11.vwxA A4.0 A A4.0 B A4.0 B A4.0 A A4.1 Jul 21, 2015APPROVED 2003 PLAN INCLUDED FOR REFERENCE APPROVED PC (10/4/17) INCLUDED FOR REFERENCE APPROVED PC (10/4/17) INCLUDED FOR REFERENCE APPROVED PC/ARC 2016 INCLUDED FOR REFERENCE APPROVED PC/ARC 2016 INCLUDED FOR REFERENCE