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Home My WebLink AboutA - Project Plans (786-778 Higuera Street)PROJECT SITE HIGU E R A S T . C H O R R O S T . 10 1 F R E E W A Y SAN LUIS OBISPO MISSION SAN LUIS OBISPO CREEK N 782 & 786 HIGUERA ST., 778 HIGUERA ST. PROJECT SITE N SLOMA - EXTERIOR IMPROVEMENTS 778-786 HIGUERA ST. SAN LUIS OBISPO, CA, 93401 APN: 002-243-041 AND 002-243-049 MARCH 30, 2026 T-1TITLE SHEET 2803-07-PS25 SLOMA - EXTERIOR IMPROVEMENTS 778-786 HIGUERA ST. SAN LUIS OBISPO, CA, 93401 APN: 002-243-041 AND 002-243-049 ZONING MAP VICINITY MAP PLANNING REGULATION CITY OF SAN LUIS OBISPO PROJECT DIRECTORY ADDRESS: CONTACT: EMAIL: SAN LUIS OBISPO MUSEUM OF ART 1010 BROAD ST. SAN LUIS OBISPO, CA 93401 P:(805) 543-8562 APPLICANT LEANN STANDISH LSTANDISH@SLOMA.ORG ADDRESS: CONTACT: EMAIL: RRM DESIGN GROUP 3765 S. HIGUERA STREET, SUITE 102 SAN LUIS OBISPO, CA 93401 P:(805) 903-1230 ARCHITECT DAVID GIBBS GPGIBBS@RRMDESIGN.COM ADDRESS: CONTACT: EMAIL: RRM DESIGN GROUP 3765 S. HIGUERA STREET, SUITE 102 SAN LUIS OBISPO, CA 93401 P:(805) 903-1213 LANDSCAPE ARCHITECT LIEF MCKAY LMCKAY@RRMDESIGN.COM PARKING INFORMATION ALLOWABLE BUILDING HEIGHT (TABLE 504.3 ) GENERAL BUILDING INFORMATION - ALLOWED (EACH BUILDING) (BASED ON THE 2022 CBC ) ALLOWABLE NUMBER OF STORIES (TABLE 504.4 ) ALLOWABLE BUILDING AREA PER STORY (TABLE 506.2 ) TOTAL ALLOWABLE BUILDING AREA (TABLE 506.2 ) CONSTRUCTION TYPE (TABLE 601 ) OCCUPANCY CLASIFICATION (SEC. 302.1) V-B 60'-0" 3 NO CHANGE TO (E) NO CHANGE TO (E) A-2, A-3, B, M, S PROJECT INFORMATION SITE INFORMATION: APN: STREET ADDRESS: ZONING: LOT SIZE: LAND USE: EXISTING USE: PROPOSED USE: 778-786 HIGUERA ST. SAN LUIS OBISPO, CA, 93401 002-243-041 AND 002-243-049 C-D-H DOWNTOWN COMMERCIAL 22,000 SF (.51 AC) AND 11,761 SF (.27 AC) CULTURAL INSTITUTION AND GENERAL RETAIL EATING & DRINKING AND GENERAL RETAIL MAXIMUM FAR: FLOOR AREA RATIO PROPOSED FAR: LOT COVERAGE BUILDING: HARDSCAPE/PAVING: LANDSCAPE: SETBACKS 3.0 NO CHANGE TO (E) NO CHANGE TO (E) 4,138 SF 470 SF NO REQUIRED OR PROPOSED SETBACKS ADDRESS: CONTACT: EMAIL: RRM DESIGN GROUP 3765 S. HIGUERA STREET, SUITE 102 SAN LUIS OBISPO, CA 93401 P:(805) 459-5882 CIVIL ENGINEER JESSE WILSON JEWILSON@RRMDESIGN.COM PROPOSED OCCUPANCY PROPOSED CONSTRUCTION TYPE PROPOSED BUILDING HEIGHT GENERAL BUILDING INFORMATION - PROPOSED A-2, A-3, B, M, S V-B, NO CHANGE TO (E) 30'-0" 2, NO CHANGE TO (E)PROPOSED NUMBER OF STORIES NOTE: ANY ADDITIONAL PLUMBING FIXTURES CALCULATED FROM THE CHANGE IN EXTERIOR OCCUPANCY WILL BE ACCOMMODATED VIA TENANT IMPROVEMENT. GENERAL T-1 TITLE SHEET ARCHITECTURAL A-1 ARCHITECTURAL SITE PLAN A-2 DEMOLITION FLOOR PLAN - FOR REFERENCE ONLY A-3 EXTERIOR ELEVATIONS A-4 EXTERIOR PERSPECTIVES A-5 COLORS AND MATERIALS BOARD A-6 DETAIL VIGNETTES CIVIL C-201.EXISTING CONDITIONS & SITE PREPARATION PLAN C-301.GRADING AND DRAINAGE C-501.EROSION CONTROL PLAN C-502.EROSION CONTROL NOTES C-601.DETAILS LANDSCAPE L-001.CREEK AND DECK AREA EXHIBIT L-002.TREE PROTECTION MEMO L-100.LANDSCAPE TREE PROTECTION PLAN L-101.LANDSCAPE CONSTRUCTION PLAN L-102.LANDSCAPE CONSTRUCTION DETAILS L-103.LANDSCAPE CONSTRUCTION DETAILS L-201.LANDSCAPE SITE SECTION L-301.MATERIALS AND PLANT PALETTE L-400.IRRIGATION SCHEDULE, NOTES, AND MWELO CALCULATIONS L-401.IRRIGATION PLAN L-402.IRRIGATION DETAILS L-500.PLANTING DETAILS AND NOTES L-501.PLANTING PLAN STRUCTURAL S-241.SLOMA DECK FOUNDATION PLAN - FOR REFERENCE ONLY S-242.SLOMA DECK FRAMING PLAN - FOR REFERENCE ONLY S-243.DECK DETAILS - FOR REFERENCE ONLY TOTAL: 28 SHEET INDEX 1. 2. 3. 4. PARKING NOTES: MINIMAL SQUARE FOOTAGE ADDED TO INTERIOR TO ALLOW THE PROPOSED FACADE TO MATCH ORIGINAL EXTERIOR FACADE LOCATION, STACKING OVER BASEMENT PERIMETER WALL. BOTH THE EXISTING AND PROPOSED INTERIOR OCCUPANCY AND USE ARE GENERAL RETAIL, EATING AND DRINKING ESTABLISHMENTS, AND INDOOR STORAGE OF NON-HAZARDOUS MATERIALS. THE PROPOSED TENANT IMPROVEMENT ADDS CULTURAL INSTITUTION OCCUPANCY AND USE. THE PROPOSED PROJECT HAS MINIMAL DECREASE OF INTERIOR BUILDING SQUARE FOOTAGE (1.2% DECREASE) AND IS A NET DECREASE IN OCCUPANCY QUANTITY AND THUS SHOULD NOT TRIGGER NEW PARKING REQUIREMENTS FOR THE INTERIOR SPACE" IF THE CITY CONSIDERS THE EXTERIOR PATIO EXTENSION AS SQUARE FOOTAGE TO BE PARKED (NET OCCUPANCY WHEN EXTERIOR PATIO IS INCLUDED IS ONLY AN INCREASE OF 5 OCCUPANTS), THEN WE WOULD SEE THE FOLLOWING: • • PER SLO MUNICIPAL CODE 17.72.030: D.2: FOR EATING AND DRINKING ESTABLISHMENTS, THEATERS, CULTURAL INSTITUTIONS, PUBLIC ASSEMBLY FACILITIES, AND RELIGIOUS ASSEMBLY FACILITIES: ONE-HALF THAT REQUIRED IN TABLE 3-4: PARKING REQUIREMENTS BY USE; PROVIDED, HOWEVER, THAT IN NO CASE SHALL THE REQUIREMENT EXCEED ONE SPACE PER THREE HUNDRED FIFTY SQUARE FEET OF GROSS FLOOR AREA. D.5: FOR EXISTING BUILDINGS, ONLY THE PARKING NEEDED FOR ADDITIONS THERETO OR FOR CHANGES IN OCCUPANCY WHICH INCREASE PARKING REQUIREMENTS RELATIVE TO PRIOR USES SHALL BE REQUIRED. REQUIREMENTS: GENERAL RETAIL: 1:300 X 1/2 = 1 SPACE PER 600 GSF EATING AND DRINKING: 1:100 X 1/2 = 1 SPACE/200 GSF, HOWEVER 1 SPACE PER 350 GSF MAXIMUM REQUIREMENT IN C-D ZONE INDOOR STORAGE: 1 SPACE PER 1500 GSF CULTURAL INSTITUTION: 1:400 X 1/2 = 1 SPACE PER 800 GSF • • • • • • • EXISTING PARKING STATISTICS: EXISTING GENERAL RETAIL GROSS BUILDING AREA: 7,455 GSF EXISTING EATING AND DRINKING GROSS BUILDING AREA: 6,518 GSF EXISTING INDOOR STORAGE GROSS BUILDING AREA: 3,904 GSF REQUIRED PARKING FOR GENERAL RETAIL: 13 SPACES REQUIRED PARKING FOR EATING AND DRINKING: 19 SPACES REQUIRED PARKING FOR INDOOR STORAGE : 3 SPACES TOTAL REQUIRED PARKING (EXISTING): 35 SPACES PROPOSED PARKING STATISTICS: PROPOSED GENERAL RETAIL GROSS BUILDING AREA: 3,755 GSF PROPOSED EATING AND DRINKING* GROSS BUILDING AREA: 3,494 GSF PROPOSED INDOOR STORAGE GROSS BUILDING AREA: 1,977 GSF PROPOSED CULTURAL INSTITUTION GROSS BUILDING AREA: 7,431 GSF REQUIRED PARKING FOR GENERAL RETAIL: 7 SPACES REQUIRED PARKING FOR EATING AND DRINKING*: 10 SPACES REQUIRED PARKING FOR INDOOR STORAGE : 2 SPACES REQUIRED PARKING FOR CULTURAL INSTITUTION: 10 SPACES TOTAL REQUIRED PARKING (PROPOSED): 29 SPACES *PATIO TO BE USED FOR BOTH EXHIBITS AND EATING/DRINKING. PARKING COUNT CALCULATED BASED ON STRICTER REQUIREMENT - EATING/DRINKING. NET CHANGE IN REQUIRED PARKING SPACES: -6 SPACES PARKING CALCULATIONS 1 A-3 2 A-3 PATIO HI G U E R A S T R E E T SAN L U I S O B I S P O C R E E K WICKENDEN BUILDING THE WARDEN BLOCK JOHNSON BUILDING (E) PARKING LOT (E ) L O A D I N G Z O N E (E ) B I K E L A N E (NOT IN SCOPE)(NOT IN SCOPE) (NOT IN SCOPE) JOHNSON BUILDING 002-243-049 NETWORK BUILDING 002-243-041 SCOPE OF EXTERIOR IMPROVEMENTS SCOPE OF EXTERIOR IMPROVEMENTS SCOPE OF EXTERIOR IMPROVEMENTS 73' - 4 " + / - 14' - 0 " + / - (NOT IN SCOPE) ED G E O F CR E E K B A N K ED G E O F CR E E K B A N K (NOT IN SCOPE) DECK EXPANSION OVER CREEK REQUIRES A CREEK SETBACK EXCEPTION AND IS SUBJECT TO DIRECTOR- LEVEL PUBLIC HEARING (INTERNAL TENANT IMPROVEMENT PLANS NOT PART OF ENTITLEMENT REVIEW) (INTERNAL TENANT IMPROVEMENT PLANS NOT PART OF ENTITLEMENT REVIEW) EA S E M E N T 8' - 0 " A C C E S S EA S E M E N T 8' - 0 " A C C E S S SCOPE OF EXTERIOR IMPROVEMENTS P.L. P.L. P.L. SLOMA - EXTERIOR IMPROVEMENTS 778-786 HIGUERA ST. SAN LUIS OBISPO, CA, 93401 APN: 002-243-041 AND 002-243-049 MARCH 30, 2026 A-1ARCHITECTURAL SITE PLAN 2803-07-PS25 SCALE: 1/8" = 1'-0"1 PROPOSED SITE PLAN S1S1 T9 T9 T8 T8 T7 T7 T6 T6 T5 T5 T4 T4 T3 T3 T2 T2 T1 T1 S4S4 S2S2 S3S3 S6S6 S5S5 NOT PART OF DEMOLITION EVALUATION SINCE 778 HIGUERA ST. BUILDING DOES NOT HAVE A HISTORIC STATUS NON-HISTORIC FULL- GLASS FACADE TO BE RECONSTRUCTED TO MATCH ORIGINAL STOREFRONT DESIGN18 ' - 1 1 1 / 2 " + / - NE W D E M O 13 ' - 2 " + / - 1' - 6 " + / - 4' - 9 1 / 2 " + / - 18 ' - 6 5 / 8 " + / - 3' - 6 " + / - 98' - 4 1/4" +/-4' - 7" +/- 4' - 2 3/16" +/- NEW INFILL 5' - 0" +/- 12' - 4 13/16" +/- NEW INFILL 8' - 0" +/- NEW DEMO 7' - 10" +/- 30' - 2" +/- NEW DEMO 9' - 4" 24' - 7 75/256" +/- 22 ' - 0 5 / 8 " + / - NEW DEMO 38' - 6" T9.1 T9.1 T8.1 T8.1 T8.2 T8.2 A-2DEMOLITION FLOOR PLAN - FOR REFERENCE ONLY 2803-07-PS25 12/17/2025 SLOMA - TENANT IMPROVEMENT 778-786 HIGUERA ST. SAN LUIS OBISPO, CA 93401 SCALE: 3/16" = 1'-0"1 DEMOLITION FLOOR PLAN - FOR REFERENCE ONLY SUMMARY OF DEMOLITION DEMOLITION TOTAL WALL LENGTH (LF) INFILL REPLACE % OF MASONRY WALL LENGTH (LF) EXISTING 100% 13' - 0" 19' - 0" 51' - 3" 388' - 10" 13.1% 4.9% 3.3% GROUND LEVEL 0' - 0"GALLERY 4 LOWER 0' - 10" GALLERY 4 UPPER 1' - 3" PROPOSED MAX HEIGHT 30' - 0" PROPOSED MAX HEIGHT 30' - 0" (E) T.O. STOREFRONT 16' - 4" NETWORK BUILDING SCOPE AT JOHNSON BUILDING PROPOSED SIGNAGE AREA PROPOSED MARQUEE AREA STOREFRONT RESTORATION TO MATCH ADJACENT EXISTING FACADE (50' - 0" ALLOWED)(50' - 0" ALLOWED) 3' - 9" +/-12' - 0"2' - 8"20' - 6"2' - 8"11' - 7"3' - 9" +/- 11' - 7" 13 ' - 9 1 / 2 " T . O . S T O R E F R O N T 2' - 4 " 7' - 8 " 2' - 0 " 1' - 6 " 2' - 8 1 / 2 " 9' - 1 1 1 / 2 " 1' - 6 " 2' - 4 " 5' - 7 1/4" V.I.F. 1' - 1" V.I.F. 7' - 3" V.I.F. 1' - 1" V.I.F. 4' - 8" V.I.F. 5' - 6 " V . I . F . 10 ' - 1 0 " V . I . F . 7' - 6 " METAL BUILDING ADDRESSING UNDER SEPARATE SUBMITTAL PAINTED BUILDING ADDRESSING UNDER SEPARATE SUBMITTAL DECORATIVE SIGNAGE BRACKET TO MATCH ADJACENT, UNDER A SEPARATE SUBMITTAL GROUND LEVEL 0' - 0"GALLERY 4 LOWER 0' - 10" GALLERY 4 UPPER 1' - 3" PROPOSED MAX HEIGHT 30' - 0" PROPOSED MAX HEIGHT 30' - 0" (NO CHANGES PROPOSED) NETWORK BUILDINGJOHNSON BUILDING (50' - 0" ALLOWED)(50' - 0" ALLOWED) SCOPE OF EXTERIOR FACADE IMPROVEMENTS - NEW STOREFRONT AND FRAME MURAL SPACE PERFORATED SCREEN PER LANDSCAPE (E ) 2 3 ' - 0 " + / - V . I . F . (E ) 2 1 ' - 3 " + / - V . I . F . (E ) 5 " + / - V . I . F . (E ) 1 0 " + / - V . I . F . 1' - 2" 12' - 1" +/- V.I.F. 1' - 2" 1' - 2 " 12 ' - 6 " + / - V . I . F . 56' - 10" +/-41' - 3 5/8" +/- PAINTED BUILDING ADDRESSING UNDER SEPARATE SUBMITTAL METAL BUILDING ADDRESSING UNDER SEPARATE SUBMITTAL METAL BUILDING ADDRESSING UNDER SEPARATE SUBMITTAL SLOMA - EXTERIOR IMPROVEMENTS 778-786 HIGUERA ST. SAN LUIS OBISPO, CA, 93401 APN: 002-243-041 AND 002-243-049 MARCH 30, 2026 A-3EXTERIOR ELEVATIONS 2803-07-PS25 SCALE: 3/16" = 1'-0"1 PROPOSED ELEVATION - HIGUERA ST. SCALE: 3/16" = 1'-0"2 PROPOSED ELEVATION - REAR SLOMA - EXTERIOR IMPROVEMENTS 778-786 HIGUERA ST. SAN LUIS OBISPO, CA, 93401 APN: 002-243-041 AND 002-243-049 MARCH 30, 2026 A-4EXTERIOR PERSPECTIVES 2803-07-PS25 A A A H H J J K B E E E D L F 30' - 3" +/- 4' - 7 " + / - S6 L L G G G G G A EPERFORATED SCREEN PER LANDSCAPE C C SLOMA - EXTERIOR IMPROVEMENTS 778-786 HIGUERA ST. SAN LUIS OBISPO, CA, 93401 APN: 002-243-041 AND 002-243-049 MARCH 30, 2026 A-5COLORS AND MATERIALS BOARD 2803-07-PS25 THINSET BRICK VENEER RED BRICK, VARYING THICKNESS MATCH GENERAL SHALE "SCHOOLHOUSE" COLOR EXTERIOR-GRADE TILE (JOHNSON ONLY) 4"X4" HUES OF GREEN TILE ACCENT, ARCHITESSA - MODEL PEPPY IN ZESTY COLOR SCHEME, OR SIMILAR (TILE AND GROUT TO MATCH EXISTING JOHNSON BUILDING TILE COLOR) DECORATIVE PARAPET CAP (NETWORK ONLY) SANTA BARBARA FINISH STUCCO OVER FOAM SHERWIN WILLIAMS 0055 - LIGHT FRENCH GRAY OR SIMILAR STOREFRONTS DARK-BRONZE, ANODIZED ALUMINUM FRAMES LOW-E CLEAR GLAZING EXTERIOR-GRADE TILE (JOHNSON ONLY) 2"X2" RED TILE ACCENT, DALTILE - D017 OR APPROVED SIMILAR (TILE AND GROUT TO MATCH EXISTING JOHNSON BUILDING TILE COLOR) PAINTED FINISH (JOHNSON ONLY) MATCH (E) JOHNSON BUILDING COLOR AND SHEEN SCALE: 3/16" = 1'-0"1 PARTIAL ELEVATION - HIGUERA ST. SCALE: 1/4" = 1'-0"2 PARTIAL ELEVATION - REAR JHA K B E D COLOR AND MATERIALS - NETWORK AND PATIO FACADES COLOR AND MATERIALS - JOHNSON FACADE JOHNSON BUILDING FACADE - FOR REFERENCE H G WINDOW FRAMES (JOHNSON ONLY) ANODIZED ALUMINUM FRAMES LOW-E CLEAR GLAZING COLOR TO BE DARK GREEN TO MATCH (E) L K JMETAL PANEL "PORTAL" ANODIZED METAL MATCH COLOR OF STOREFRONT FRAME C MARQUEE SIGNAGE* BLACK ANODIZED ALUMINUM F METAL SIGNAGE* WHITE ANODIZED ALUMINUM ILLUMINATED BY SCONCES ONLY ACCENT TRIM - STOREFRONTS AND BULKHEADS PRECAST CONCRETE G *ALL SIGNAGE IS TO BE A SEPARATE PERMIT SUBMITTAL BY OWNER, SIGNAGE HERE IS SHOWN FOR GRAPHIC PLACEHOLDER FLOOD LIGHTS WAC LIGHTING WP-LED335 - COLOR TEMP 30 ARCHITECTURAL BRONZE LIGHT FIXTURES - BUILDING AND LANDSCAPE S1 S2 TAPE LIGHTS QTL LIGHTING VERS-06-SW, 30 CCT NO EXTERNAL LOUVER SEE LANDSCAPE S3 STRING LIGHTS TIVOLI LIGHTING LITESPHERE ADAPT 2.0 BLACK STRINGING SEE LANDSCAPE UPLIGHTING WAC LIGHTING HORNET ACCENT 12V - COLOR TEMP 30 BRONZE S4S5 MURAL LIGHTS HYDREL 4750LCR LINEAR CONTINUOUS RUN WALL WASH, 30K TEMP. DESIGNER BRONZE SMOOTH S6 SIGNAGE LIGHTS HINKLEY FORGE 12078BK MEDIUM LED BURNISHED BRONZE S7 CAN LIGHTS LITHONIA LIGHTING LDN6 STATIC WHITE COLOR TEMP. 30 / 750 LUMENS DOWNLIGHT TRIM, CLEAR, MATTE DIFFUSE WHITE PAINTED FLANGE SLOMA - EXTERIOR IMPROVEMENTS 778-786 HIGUERA ST. SAN LUIS OBISPO, CA, 93401 APN: 002-243-041 AND 002-243-049 MARCH 30, 2026 A-6DETAIL VIGNETTES 2803-07-PS25 METAL VENEER FRAME, WRAP ALL EXPOSED EDGES PERFORATED SCREEN IN FRONT OF ELECTRICAL PANELS, PER LANDSCAPE RECESSED CAN LIGHTS ALUMINUM STOREFRONT AND GLAZING. MATCH EXISTING OPENING SIZE EXISTING WINDOWS DUAL-DIRECTION DOUBLE STOREFRONT DOOR GRAY SANTA BARBARA TROWEL FINISH STUCCO OVER CUSTOM FOAM SHAPE EXTERIOR SCONCES CUSTOM FABRICATED ALUMINUM SIGNAGE* BAND OF STANDARD BRICK, MATCH BRICK VENEER THINSET BRICK VENEER EXISTING STANDARD BRICK EXTERIOR WALLS THINSET BRICK VENEER REDUCED-DEPTH THINSET BRICK VENEER PRECAST CONCRETE SILL BAND, SLOPED PRECAST CONCRETE SILL BAND AT SIDEWALK, SLOPED ALUMINUM STOREFRONT AND GLAZING. THINSET BRICK VENEER PRECAST CONCRETE SILL BAND, SLOPED CUSTOM FABRICATED ALUMINUM MARQUEE SIGNAGE*, EACH SIDE PRECAST CONCRETE BAND WOOD-LOOK METAL PLANK SOFFIT THINSET BRICK VENEER PRECAST CONCRETE SILL BAND, SLOPED PRECAST CONCRETE SILL BAND AT SIDEWALK, SLOPED ALUMINUM STOREFRONT AND GLAZING. DOUBLE STOREFRONT DOOR RECESSED CAN LIGHTSDETAIL VIGNETTE - STOREFRONT AT JOHNSON REAR DETAIL VIGNETTE - BULKHEAD AT NETWORK DETAIL VIGNETTE - BUILDING SIGNAGE DETAIL VIGNETTE - MUSEUM ENTRY (E) ELECTRICAL PANELS TO REMAIN, BEYOND *ALL SIGNAGE IS TO BE A SEPARATE PERMIT SUBMITTAL BY OWNER, SIGNAGE HERE IS SHOWN FOR GRAPHIC PLACEHOLDER *ALL SIGNAGE IS TO BE A SEPARATE PERMIT SUBMITTAL BY OWNER, SIGNAGE HERE IS SHOWN FOR GRAPHIC PLACEHOLDER EB SA N L U I S O B I S P O C R E E K LANDSCAPE EASEMENT PER 1569/OR/565 CREEK MAINTENANCE EASEMENT PER 41/PM/72 WALKWAY EASEMENT PER 1569/OR/565 N3 4 ° 5 0 ' 5 3 " W 2 5 0 . 2 2 ' N3 3 ° 4 7 ' 2 3 " W 7 1 . 3 7 ' N84°32'00"E 5.33' N2 2 ° 1 6 ' 3 1 " W 6 2 . 0 0 ' N3 4 ° 4 8 ' 5 4 " W 2 1 9 . 8 0 ' N56°12'37"E 70.00' REMOVE EXISTING BRICK SEAT WALL REMOVE EXISTING BRICK SEAT WALL AND CONCRETE PAD. PROTECT EXISTING CONCRETE WALL REMOVE EXISTING BRICK FLATWORK UP TO BOTTOM RISER. PROTECT EXISTING CONCRETE STAIRS PROTECT EXISTING CONCRETE BANDING REMOVE EXISTING RED BRICK. STORE REDBRICK FOR REUSE. REMOVE EXISTING RED BRICK. STORE REDBRICK FOR REUSE. REMOVE EXISTING BRICK PAD REMOVE EXISTING CONCRETE PAD REMOVE ALL EXISTING CONCRETE BANDING, U.O.N. PROTECT EXISTING WALL PROTECT EXISTING BUILDING PROTECT EXISTING WALL MOUNTED ELECTRICAL EQUIPMENT REMOVE EXISTING TREE PROTECT EXISTING BUILDING REMOVE EXISTING TREE PROTECT EXISTING CONCRETE PAD PROTECT EXISTING BUILDING REMOVE EXISTING TREE PROTECT EXISTING TREE PROTECT EXISTING TREE REMOVE EXISTING BRICK WALL 200 20 0 20 0 20 5 196 197 1 9 8 1 9 9 20 1 20 2 20 3 20 4 20 0 19 8 19 9 20 1 202 203 19 0 18 9 19 1 19 5 20 0 196 197 1 9 8 19 9 20 1 202 20 5 203 20 4 204 204 204 20 5 20 6 2 0 4 204 2 0 5 204 2 0 4 PROTECT EXISTING TREE. REFER TO TREE PROTECTION PLAN FOR ALL WORK AROUND EXISTING TREES, TYP. REMOVE EXISTING TREE STUMP PROTECT EXISTING TREE PROTECT EXISTING TREES PROTECT EXISTING TREES PROTECT EXISTING SHRUBS REMOVE EXISTING CONCRETE PAD SAWCUT SAWCUT REMOVE EXISTING BRICK WALL REMOVE EXISTING BRICK WALL SAWCUT SAWCUT BRICK WALL AT THIS LOCATION. SALVAGE WHOLE BRICKS WHERE POSSIBLE FOR PATCHBACK. ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^^ HORIZONTAL SAWCUT REMOVE EXISTING LIGHT POST PROTECT EXISTING WALL PROTECT EXISTING WALL CONTRACTOR TO VERIFY NO PIPE DRAINS TO CATCH BASIN AND REMOVE EXISTING CATCH BASIN. PROTECT EXISTING ROOF DOWNSPOUT PROTECT EXISTING ROOF DOWNSPOUT PROTECT EXISTING ELECTRICAL BOX REMOVE EXISTING BACKFLOW PREVENTER PROTECT EXISTING ROOF DRAIN PROTECT EXISTING ELECTRICAL OUTLET AND CLEANOUT DEMO EXISTING GAS POC. PROPERLY STUB AND CAP UNDERGROUND REAR PATIO ALONG SAN LUIS OBISPO CREEK VERTICAL SAW CUT FROM TOP OF WALL TO MATCH ELEVATION OF HORIZONTAL SAW CUT. END HORIZONTAL SAW CUT OF WALL AT ELEVATION 202.13. ENSURE 6" CLEARANCE BETWEEN TOP OF WALL AND BOTTOM OF DECK JOIST REMOVE EXISTING TREE VERTICAL SAW CUT FROM TOP OF WALL TO MATCH ELEVATION OF HORIZONTAL SAW CUT. BEGIN HORIZONTAL SAW CUT OF WALL AT ELEVATION 201.69. ENSURE 6" CLEARANCE BETWEEN TOP OF WALL AND BOTTOM OF DECK JOIST. REMOVE EXISTING WOOD WALL REMOVE EXISTING TREE X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X INSTALL TREE PROTECTION FENCING HORIZONTAL SAW CUT OF WALL SHALL BE 18.5" BELOW PROPOSED FS OF PATIO. ENSURE 6" CLEARANCE BETWEEN NEW TOP OF EXITING WALL AND BOTTOM OF DECK JOIST. ENSURE NEW TOP OF EXISTING WALL IS SLOPED 2% TOWARDS SAN LUIS OBISPO CREEK TO PROMOTE DRAINAGE.REMOVE EXISTING WOOD PRIVACY WALL CAREFULLY HAND DEMOLISH BRICK WALL AND/OR PAVING WITHIN CRITICAL ROOT ZONE TO EXPOSE ROOT SYSTEM UNDER SUPERVISION OF PROJECT ARBORIST. PROJECT ARBORIST TO ASSESS CURRENT CONDITION AND LOCATION OF EACH STRUCTURALLY SIGNIFICANT ROOT THAT MAY BE IMPACTED BY PROPOSED CONDITIONS. NO ROOT PRUNING SHALL OCCUR UNLESS DIRECTED BY PROJECT ARBORIST. #3 #5 #7#8 #9 #10 #11 #12 #13 #14 EB EB EB EB EB COWM EB EB GMGM VAULT VAULT EB EXISTING VAULT TO BASEMENT PROTECT EXISTING GAS METER PROTECT EXISTING TREE PROTECT EXISTING ELECTRICAL BOX PROTECT EXISTING ELECTRICAL BOX PROTECT EXISTING ELECTRICAL VAULT PROTECT EXISTING TREE PROTECT EXISTING GAS METER STORE FRONT ALONG HIGUERA STREET HIGUERA STREET ^^^ ^ ^ ^ ^ ^^^^ ^ ^ ^ ^ SAWCUT AT NEAREST EXPANSION JOINT SAWCUT AT NEAREST EXPANSION JOINT SAWCUT AT BACK OF CURB SAWCUT AT NEAREST EXPANSION JOINT PROTECT EXISTING CURB AND GUTTER PROTECT EXISTING PAVING IN STREET DEMO EXISTING SIDEWALK TO NEAREST EXPANSION JOINT PROTECT EXISTING WATER METER BOX PROTECT EXISTING ELECTRICAL BOX PROTECT EXISTING ELECTRICAL BOX PROTECT EXISTING ELECTRICAL BOXPROTECT EXISTING ELECTRICAL BOX PROTECT PARKING METER AND POLE PROTECT PARKING METER AND POLE PROTECT PARKING METER AND POLE PROTECT PARKING METER AND POLE PROTECT PARKING METER AND POLE PROTECT PARKING METER AND POLE rrmdesign.com |(805) 543-1794 CONSULTANT AGENCY NO.REVISION DATE PROJECT MANAGER DRAWN BY CHECKED BY DATE PROJECT NUMBER SHEET RRM DESIGN GROUP COPYRIGHT 2026 RRM IS A CALIFORNIA CORPORATION THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. Au t o d e s k D o c s : / / 2 8 0 3 - 0 4 - S L O M A N e t w o r k R e n o v a t i o n / S L O M A _ N e t w o r k R e n o v a t i o n . r v t 10 / 2 7 / 2 0 2 5 3 : 2 5 : 0 5 P M TH I R D S U B M I T T A L F O R P E R M I T T I N G SL O M A - T E N A N T I M P R O V E M E N T 77 8 - 7 8 6 H I G U E R A S T . SA N L U I S O B I S P O , C A 9 3 4 0 1 2803-07-PS25 MARCH 24, 2026 RAC RACJW NOT F O R C O N S T R U C T I O N PLAN CHECK 1 03/02/261 PLAN CHECK 2 03/24/262 C-201 EX I S T I N G C O N D I T I O N S & SI T E P R E P A R A T I O N P L A N 0 feet10 1"=5' 5 15 NOTES: 1.ALL DEMOLITION WITHIN THE CRITICAL ROOT ZONE THAT EXPOSES ROOT SYSTEMS SHALL BE UNDER THE SUPERVISION OF A PROJECT ARBORIST AND SHALL COMPLETED USING HAND TOOLS. PROJECT ARBORIST TO ASSESS CURRENT CONDITION AND LOCATION OF EACH STRUCTURALLY SIGNIFICANT ROOT THAT MAY BE IMPACTED BY PROPOSED CONDITIONS. NO ROOT PRUNING SHALL OCCUR UNLESS DIRECTED BY PROJECT ARBORIST. GRADING NOTES DAYLIGHT STORMDRAIN, VIA 6" x 6" x6" TEE, INTO LEVEL SPREADER. SEE DETAIL ON C-601. INSTALL 12" x 12" NDS CATCH BASIN, OR APPROVED EQUAL, PER CATCH BASIN DETAIL "C" ON SHEET C-601. INSTALL 4" ATRIUM GRATE PER DETAIL 'B' ON SHEET C-601. INSTALL 4" HDPE STORM DRAIN. (SLOPE = 0.5% MIN.) INSTALL 6" HDPE STORM DRAIN. (SLOPE = 0.5% MIN.) INSTALL 3" PERFORATED HDPE STORM DRAIN (SLOPE = 0.5% MIN.) PER DETAIL "E" ON SHEET C-601 WHEN UNDER PAVERS. PER DETAIL 9 ON L-102 OR 8 ON L-102 WHEN LOCATED BEHIND A WALL. INSTALL CLEANOUT PER DETAIL "D" ON SHEET C-601. INSTALL PERMEABLE PAVERS PER LANDSCAPE DETAIL. INSTALL MISSION STYLE SIDEWALK PER CITY STANDARD DETAIL 4110 AND 4220. 1 2 3 4 5 6 7 8 9 NOTES 1.CONTRACTOR SHALL PROVIDE ALL FITTINGS AND APPURTENANCES REQUIRED TO CONSTRUCT UTILITIES AS SHOWN ON SHEETS INCLUDED IN THESE PLANS. 2.THE SOILS REPORT, IN ITS ENTIRETY, GEOTECHNICAL ENGINEER RECOMMENDATIONS AND ANY UPDATE LETTERS, SHALL BE CONSIDERED A PART OF THESE PLANS. 3.PROVIDE INSTALLATION ELEVATION BY LICENSED SURVEYOR TO PUBLIC WORKS DEPARTMENT, ENGINEERING DIVISION WITHIN 7 CALENDAR DAYS OF INSTALLATION. ////// // // // // // // //// GB GB C #3 #2 #1 #5 #4 #7#8 #9 #10 #11 #12 #13 #14 #6 (STUMP) SD S D SD S D S D SD S D SD S D SD S D SD SD S D SD S D SD S D SD S D S D SD S D SD S D SD S D SD SD S D SD SD SD S D SD S D SD S D SD S D SD S D SD SD S D S D SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D SD SD SD SD SD SD S D SD S D SD S D SD 5 % M A X 5 % M A X 2. 0 % MA X 2. 0 % MA X 2. 0 % MA X 2. 0 % MA X 2. 0 % MA X REAR PATIO ALONG SAN LUIS OBISPO CREEK 2.0% MAX SA N L U I S O B I S P O C R E E K LANDSCAPE EASEMENT PER 1569/OR/565 CREEK MAINTENANCE EASEMENT PER 41/PM/72 N3 4 ° 5 0 ' 5 3 " W 2 5 0 . 2 2 ' N3 3 ° 4 7 ' 2 3 " W 7 1 . 3 7 ' N84°32'00"E 5.33' N2 2 ° 1 6 ' 3 1 " W 6 2 . 0 0 ' N3 4 ° 4 8 ' 5 4 " W 2 1 9 . 8 0 ' N56°12'37"E 70.00' 204.23 FS 204.22 FS 204.30 FS 204.23 FS 204.02 FS 203.96 FS 203.76 FS 203.73 FS 203.66 FS 203.57 FS 203.60 FS 203.23 FS 203.23 FS 203.63 FS 203.51 FS 203.43 FS 203.35 FS 203.27 FS 203.43 FS 203.51 FS 203.59 FS 204.30 FS 203.53 FS 203.55 FS203.58 FS 203.55 FS 203.55 FS 203.56 FS 203.47 FS 203.38 FS 203.35 FS 204.02 FS 204.09 FS MATCH EX 204.58 FS MATCH EX 203.55 FS 203.53 FS203.53 FS 203.53 FS 203.95 FS 204.02 FS 203.68 FS 201.72 INV DISCHARGE SD UNDER PROPOSED PATIO TO CREEK 201.15 INV 204.63 FS 204.23 FS 204.80 FS 204.28 FS (1) RISER 204.75 FS 204.81 FS 204 20 4 20 0 19 8 19 9 201 202 203 2 0 0 19 7 1 9 8 1 9 9 19 5 20 0 1 9 6 19 7 19 8 19 9 20 1 202 204 2 0 4 204 20 5 203 20 4 2 0 3 20 4 WARDEN BRIDGE PARKING LOT WICKENDEN BUILDING 204.80 TG 203.92 INV 204.30 TG 203.42 INV 203.50 TG 202.62 INV DISCHARGE UNDER PATIO TO CREEK 201.02 INV 201.54 WYE INV 202.25 WYE INV CONNECT PERFORATED PIPE TO SOLID PIPE 201.39 WYE INV CONNECT PERORATED PIPE TO SOLID PIPE 201.39 WYE INV CLEANOUT 202.33 INV CLEANOUT 201.67 INV 201.56 INV 204.72 FS 205.75 TW HT=1.03' 205.75 TW HT=2.39' 205.75 TW HT=2.31' 205.75 TW HT=2.19' 203.27 FS 203.35 FS 1 1 2 2 2 3 4 6 6 6 6 5 5 5 5 5 4 7 7 CONNECTION TO WARDEN BRIDGE IS NOT ADA COMPLIANT BEYOND THIS GRADE BREAK. 203.92 FS 205.80 TG 202.17 INV 2 CHANGE FROM SOLID TO PERFORATED PIPE HERE CORE DRILL THROUGH WALL FOUNDATION FOR SD OUTLET PIPE. CORE DRILL THROUGH WALL FOUNDATION FOR SD OUTLET PIPE. 203.50 FS 203.61 FS 203.58 FS 8 8 8 204.93 EX TW 205.20 EX TW 205.75 TW HT=2.10' 206.00 TW HT=2.00' 206.00 TW HT=2.32' 206.0 FG 206.0 FG 206.0 FG 206.0 FG 205.2 FG 205.2 FG 205.2 FG 205.2 FG INSTALL A CAST IN PLACE CONCRETE WALL DOWELED INTO THE EXISTING BRICK WALL. APPLY RECYCLED BRICK VENEER TO MATCH THE EXISTING WALL. GROUT ALL INTERFACE SEAMS BETWEEN NEW AND EXISTING WALL/FINISH SURFACE TO PREVENT WATER INTRUSION. 203.50 INV MATCH IN KIND EX TOP OF WALL ELEVATION 203.50 INV 204.5 TG 202.5 INV 6 6 6 202.06 INV 205.75 TW HT=2.10' 205.75 TW HT=1.68' 205.75 TW 203.66 EX FINISH FLOOR 204.40 EX FINISH FLOOR 204.05 FL 203.68 TG 201.75 INVEXISTING DOOR EXISTING DOOR EXISTING DOOR EXISTING DOOR 203.35 TG 201.86 INV 203.31 TG 201.70 INV 203.41 FS / GB 203.51 FS / GB 203.41 FS / GB 203.42 FS / GB 203.61 FS 203.61 FS 203.37 FS / HP 203.39 FS / GB 203.45 FS / GB 203.42 FS / GB EB EB EB EB EB COWM EB EB GMGM VAULT VAULT EB STORE FRONT ALONG HIGUERA STREET HIGUERA STREET ^^^ ^ ^ ^ ^ ^^^^ ^ ^ ^ ^ 2. 0 % MA X 203.78 FS MATCH EX 203.91 FS MATCH EX 203.54 FS MATCH EX 203.42 FS MATCH EX REMOVE EX VAULT LID, SLURRY FILL EXISTING VAULT, AND INSTALL SIDEWALK PER CITY OF SLO STANDARD DETAIL 4110. 9 rrmdesign.com |(805) 543-1794 CONSULTANT AGENCY NO.REVISION DATE PROJECT MANAGER DRAWN BY CHECKED BY DATE PROJECT NUMBER SHEET RRM DESIGN GROUP COPYRIGHT 2026 RRM IS A CALIFORNIA CORPORATION THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. Au t o d e s k D o c s : / / 2 8 0 3 - 0 4 - S L O M A N e t w o r k R e n o v a t i o n / S L O M A _ N e t w o r k R e n o v a t i o n . r v t 10 / 2 7 / 2 0 2 5 3 : 2 5 : 0 5 P M TH I R D S U B M I T T A L F O R P E R M I T T I N G SL O M A - T E N A N T I M P R O V E M E N T 77 8 - 7 8 6 H I G U E R A S T . SA N L U I S O B I S P O , C A 9 3 4 0 1 2803-07-PS25 MARCH 24, 2026 RAC RACJW NOT F O R C O N S T R U C T I O N PLAN CHECK 1 03/02/261 PLAN CHECK 2 03/24/262 0 feet10 1"=5' 5 15 C-301 GR A D I N G A N D D R A I N A G E PROPOSED STATISTICS (A) PROPOSED NEW PERVIOUS/IMPERVIOUS AREA HARDSCAPE AREA (OFFSITE): 110 SF HARDSCAPE AREA (ONSITE): 172 SF REPURPOSED BRICK PAVERS AREA: 2049 SF PERMEABLE PAVERS AREA: 778 SF PERVIOUS DECK AREA: 1,101 SF LANDSCAPE AREA: 495 ////// // // // // // // //// GB GB C #3 #2 #1 #5 #4 #7#8 #9 #10 #11 #12 #13 #14 #6 (STUMP) EB SA N L U I S O B I S P O C R E E K N3 4 ° 5 0 ' 5 3 " W 2 5 0 . 2 2 ' N3 3 ° 4 7 ' 2 3 " W 7 1 . 3 7 ' N84°32'00"E 5.33' N2 2 ° 1 6 ' 3 1 " W 6 2 . 0 0 ' N3 4 ° 4 8 ' 5 4 " W 2 1 9 . 8 0 ' N56°12'37"E 70.00' S D SD S D S D SD S D SD S D SD S D SD SD S D SD S D SD S D SD SD S D SD S D SD S D SD S D S D SD S D SD S D SD S D SD SD S D S D SD S D SD S D SD SD S D S D S D SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D SD SD SD SD SD S D SD S D SD S D SD 204 20 4 SE-1 SE-1 SE-5 SE-7 SE-10 SE-10 WM-8 WM-1 2 0 0 196 197 1 9 8 1 9 9 20 1 20 2 SE-10 SE-10 REAR PATIO ALONG SAN LUIS OBISPO CREEK SE-10 SE-10 SE-10 SE-10 EB EB EB EB EB COWM EB EB GMGM VAULT VAULT EB STORE FRONT ALONG HIGUERA STREET HIGUERA STREET SE-7 SE-7 SE-7 rrmdesign.com |(805) 543-1794 CONSULTANT AGENCY NO.REVISION DATE PROJECT MANAGER DRAWN BY CHECKED BY DATE PROJECT NUMBER SHEET RRM DESIGN GROUP COPYRIGHT 2026 RRM IS A CALIFORNIA CORPORATION THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. Au t o d e s k D o c s : / / 2 8 0 3 - 0 4 - S L O M A N e t w o r k R e n o v a t i o n / S L O M A _ N e t w o r k R e n o v a t i o n . r v t 10 / 2 7 / 2 0 2 5 3 : 2 5 : 0 5 P M TH I R D S U B M I T T A L F O R P E R M I T T I N G SL O M A - T E N A N T I M P R O V E M E N T 77 8 - 7 8 6 H I G U E R A S T . SA N L U I S O B I S P O , C A 9 3 4 0 1 2803-07-PS25 MARCH 24, 2026 RAC RACJW NOT F O R C O N S T R U C T I O N PLAN CHECK 1 03/02/261 PLAN CHECK 2 03/24/262 SWPPP CONTROL BMP LEGEND SILT FENCE STRAW WATTLE STREET SWEEPING/VACUUMING STORM DRAIN INLET PROTECTION (SEE PHASING NOTES ON C-9.0) STABILIZED CONSTRUCTION ENTRANCE WITH WHEEL WASH AREA MATERIAL DELIVERY/STORAGE AREA CONCRETE WASTE MANAGEMENT AREA SE-1 SE-5 SE-7 SE-10 TC-1 WM-1 WM-8 SITE SPECIFIC BMP NOTES: 1. PERIMETER CONTROL BMP'S AND STABILIZED CONSTRUCTION ENTRANCES SHALL BE IN PLACE PRIOR TO ANY GROUND DISTURBANCE. 2.THESE PLANS ARE INTENDED TO REPRESENT DIFFERENT PHASES DURING CONSTRUCTION. THE CONTRACTOR SHALL IMPLEMENT THE BMP'S SHOWN AND/OR ANY OTHER MEASURES NECESSARY DURING CONSTRUCTION TO BE IN COMPLIANCE WITH THE GENERAL PERMIT. IMPLEMENTATION OF THE THE BMP'S SHOWN ON THESE PLANS DO NOT RELIEVE THE OWNER OR HIS/HER REPRESENTATIVE FROM RESPONSIBILITY OF IMPLEMENTING ALL MEASURES NEEDED TO BE IN COMPLIANCE. 3.THE CONTRACTOR SHALL USE CLASS II BASE FOR THE STABILIZED CONSTRUCTION ROADWAY OR ALTERNATE METHODS THAT ACHIEVE THE DESIRED RESULTS. THIS BMP SHALL BE IMPLEMENTED TO ALL BUILDING PADS PRIOR TO VERTICAL CONSTRUCTION, OR AS SOON AS PRACTICAL. 4.THE CONTRACTOR MAY UTILIZE RUMBLE PLATES IN LIEU OF RIP RAP AT THE CONSTRUCTION ENTRANCES AS LONG AS THEY ACCOMPLISH THE DESIRED RESULTS. 5.ANY SEDIMENTS TRACKED OFFSITE SHALL BE CLEANED DAILY BY MEANS OF MOBILE STREET SWEEPERS. 6.ANY GRADED AREAS THAT ARE GOING TO SIT IDLE FOR MORE THAN TWO WEEKS, SHALL HAVE AN APPROPRIATE GROUND COVER BMP APPLIED. 7.THE LOCATIONS SHOWN FOR THE EQUIPMENT AND MATERIAL DELIVERY STORAGE AREAS AND CONCRETE WASTE CLEANOUT MAY BE RELOCATED DURING CONSTRUCTION. 8.CLEANING STREETS AND SWEEPING MUST BE DONE AT THE END OF EACH WORK DAY TO THE SATISFACTION OF THE PUBLIC WORKS INSPECTOR. NOTE: THE PROJECT AREA OF DISTURBANCE IS UNDER 1 ACRE AND IS SUBSEQUENTLY EXEMPT FROM COVERAGE UNDER THE GENERAL PERMIT FOR DISCHARGES OF STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY CONSTRUCTION GENERAL PERMIT ORDER 2009-0009-DWQ. CONTRACTOR'S NOTES: 1.CONTRACTOR SHALL PREVENT WATER CONTAMINATION DURING CONSTRUCTION BY IMPLEMENTING THE FOLLOWING CONSTRUCTION SITE MEASURES: A.ALL ENTRANCES/EXITS TO THE CONSTRUCTION SITE SHALL BE STABILIZED USING METHODS DESIGNED TO REDUCE TRANSPORT OF SEDIMENT OFF SITE. B.STABILIZING MEASURES MAY INCLUDE BUT ARE NOT LIMITED TO USE OF GRAVEL PADS, STEEL RUMBLE PLATES, TEMPORARY PAVING, ETC. C.ANY SEDIMENT OR OTHER MATERIALS TRACKED OFF SITE SHALL BE REMOVED THE SAME DAY AS THEY ARE TRACKED USING DRY CLEANING METHODS. D.ENTRANCES/EXITS SHALL BE MAINTAINED UNTIL GRADED AREAS HAVE BEEN STABILIZED BY STRUCTURES, LONG-TERM EROSION CONTROL MEASURES OR LANDSCAPING. E.APPLY CONCRETE, ASPHALT, AND SEAL COAT ONLY DURING DRY WEATHER. F.COVER STORM DRAINS AND MANHOLES WITHIN THE CONSTRUCTION AREA WHEN PAVING OR APPLYING SEAL COAT, SLURRY, FOG SEAL, ETC. G.STORE, HANDLE AND DISPOSE OF CONSTRUCTION MATERIALS AND WASTE SUCH AS PAINT, MORTAR, CONCRETE SLURRY, FUELS, ETC. IN A MANNER WHICH MINIMIZES THE POTENTIAL FOR STORM WATER CONTAMINATION. 2.WITHIN 30 DAYS OF COMPLETION OF GRADING ACTIVITIES, CONTRACTOR SHALL USE HYDRO-SEED, STRAW BLANKETS, GEOTEXTILE BINDING FABRICS OR OTHER P&D APPROVED METHODS AS NECESSARY TO HOLD SLOPE SOILS UNTIL LANDSCAPE VEGETATION IS ESTABLISHED. P&D MAY REQUIRE THE RESEEDING OF SURFACES GRADED FOR THE PLACEMENT OF STRUCTURES IF CONSTRUCTION DOES NOT COMMENCE WITHIN 30 DAYS OF GRADING. 3.CONTRACTOR SHALL DESIGNATE A CONSTRUCTION EQUIPMENT FILLING AND STORAGE AREA(S) TO CONTAIN SPILLS, FACILITATE CLEAN-UP AND PROPER DISPOSAL AND PREVENT CONTAMINATION FROM DISCHARGING TO THE STORM DRAINS, STREET, DRAINAGE DITCHES, CREEKS, OR WETLANDS. THE AREAS SHALL BE NO LARGER THAN 50 X 50 FOOT UNLESS OTHERWISE APPROVED BY P&D AND SHALL BE LOCATED AT LEAST 100 FEET FROM ANY STORM DRAIN, WATER BODY OR SENSITIVE BIOLOGICAL RESOURCES. 4.GRADING AND EROSION AND SEDIMENT CONTROL PLANS SHALL BE DESIGNED TO MINIMIZE EROSION DURING CONSTRUCTION AND SHALL BE IMPLEMENTED FOR THE DURATION OF THE GRADING PERIOD AND UNTIL RE-GRADED AREAS HAVE BEEN STABILIZED BY STRUCTURES, LONG-TERM EROSION CONTROL MEASURES OR PERMANENT LANDSCAPING. 5.THESE MEASURES ARE REQUIRED FOR ALL PROJECTS INVOLVING EARTHMOVING ACTIVITIES REGARDLESS OF THE PROJECT SIZE OR DURATION. PROPER IMPLEMENTATION OF THESE MEASURES IS ASSUMED TO FULLY MITIGATE FUGITIVE DUST EMISSIONS. DURING CONSTRUCTION, USE WATER TRUCKS OR SPRINKLER SYSTEMS TO KEEP ALL AREAS OF VEHICLE MOVEMENT DAMP ENOUGH TO PREVENT DUST FROM LEAVING THE SITE. AT A MINIMUM, THIS SHOULD INCLUDE WETTING DOWN SUCH AREAS IN THE LATE MORNING AND AFTER WORK IS COMPLETED FOR THE DAY. INCREASED WATERING FREQUENCY SHOULD BE REQUIRED WHENEVER THE WIND SPEED EXCEEDS 15 MPH. RECLAIMED WATER SHOULD BE USED WHENEVER POSSIBLE. HOWEVER, RECLAIMED WATER SHOULD NOT BE USED IN OR AROUND CROPS FOR HUMAN CONSUMPTION. MINIMIZE AMOUNT OF DISTURBED AREA AND REDUCE ON SITE VEHICLE SPEEDS TO 15 MPH OR LESS. IF IMPORTATION, EXPORTATION AND STOCKPILING OF FILL MATERIAL IS INVOLVED, SOIL STOCKPILED FOR MORE THAN TWO DAYS SHALL BE COVERED, KEPT MOIST, OR TREATED WITH SOIL BINDERS TO PREVENT DUST GENERATION. TRUCKS TRANSPORTING FILL MATERIAL TO AND FROM THE SITE SHALL BE TARPED FROM THE POINT OF ORIGIN. GRAVEL PADS SHALL BE INSTALLED AT ALL ACCESS POINTS TO PREVENT TRACKING OF MUD ONTO PUBLIC ROADS. AFTER CLEARING, GRADING, EARTH MOVING OR EXCAVATION IS COMPLETED, TREAT THE DISTURBED AREA BY WATERING, OR REVEGETATING, OR BY SPREADING SOIL BINDERS UNTIL THE AREA IS PAVED OR OTHERWISE DEVELOPED SO THAT DUST GENERATION WILL NOT OCCUR. 6.THE CONTRACTOR OR BUILDER SHALL DESIGNATE A PERSON OR PERSONS TO MONITOR THE DUST CONTROL PROGRAM AND TO ORDER INCREASED WATERING, AS NECESSARY, TO PREVENT TRANSPORT OF DUST OFFSITE. THEIR DUTIES SHALL INCLUDED HOLIDAY AND WEEKEND PERIODS WHEN WORK MAY NOT BE IN PROGRESS. THE NAME AND TELEPHONE NUMBER OF SUCH PERSONS SHALL BE PROVIDED TO THE AIR POLLUTION CONTROL DISTRICT PRIOR TO LAND USE CLEARANCE FOR MAP RECORDATION AND LAND USE CLEARANCE FOR FINISH GRADING OF THE STRUCTURE. C-501 ER O S I O N C O N T R O L P L A N 0 feet10 1"=5' 5 15 rrmdesign.com |(805) 543-1794 CONSULTANT AGENCY NO.REVISION DATE PROJECT MANAGER DRAWN BY CHECKED BY DATE PROJECT NUMBER SHEET RRM DESIGN GROUP COPYRIGHT 2026 RRM IS A CALIFORNIA CORPORATION THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. Au t o d e s k D o c s : / / 2 8 0 3 - 0 4 - S L O M A N e t w o r k R e n o v a t i o n / S L O M A _ N e t w o r k R e n o v a t i o n . r v t 10 / 2 7 / 2 0 2 5 3 : 2 5 : 0 5 P M TH I R D S U B M I T T A L F O R P E R M I T T I N G SL O M A - T E N A N T I M P R O V E M E N T 77 8 - 7 8 6 H I G U E R A S T . SA N L U I S O B I S P O , C A 9 3 4 0 1 2803-07-PS25 MARCH 24, 2026 RAC RACJW NOT F O R C O N S T R U C T I O N PLAN CHECK 1 03/02/261 PLAN CHECK 2 03/24/262 CONSTRUCTION SPECIFICATIONS: INSPECTION AND MAINTENANCE: ·SILT FENCES AND FILTER BARRIERS SHALL BE INSPECTED WEEKLY AFTER EACH SIGNIFICANT STORM (1 INCH (25.4 MM) IN 24 HOURS). ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. ·SEDIMENT SHOULD BE REMOVED WHEN IT REACHES 13 HEIGHT OF THE FENCE OR 9 INCHES (0.3 M) MAXIMUM. ·THE REMOVED SEDIMENT SHALL CONFORM WITH THE EXISTING GRADE AND BE VEGETATED OR OTHERWISE STABILIZED. ·THE HEIGHT OF A SILT FENCE SHALL NOT EXCEED 36 INCHES (0.9 M). STORAGE HEIGHT AND PONDING HEIGHT SHALL NEVER EXCEED 18 INCHES (0.5 M). ·THE FENCE LINE SHALL FOLLOW THE CONTOUR AS CLOSELY AS POSSIBLE. IF POSSIBLE, THE FILTER FABRIC SHALL BE CUT FROM A CONTINUOUS ROLL TO AVOID THE USE OF JOINTS. ·JOINTS, WHEN NECESSARY, SHALL BE SPLICED ONLY AT A SUPPORT POST, WITH A MINIMUM 6 INCH (0.2 M) OVERLAP AND BOTH ENDS SECURELY FASTENED TO THE POST. ·POSTS SHALL BE SPACED A MAXIMUM OF 10 FEET (3.1 M) APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 12 INCHES (0.3M)). WHEN EXTRA-STRENGTH FABRIC IS USED WITHOUT THE WIRE SUPPORT FENCE, POST SPACING SHALL NOT EXCEED 6 FEET (1.8 M). ·TURN THE ENDS OF THE FENCE UPHILL. ·A TRENCH SHALL BE EXCAVATED APPROXIMATELY 4 INCHES (101 MM) WIDE AND 6 INCHES (0.2 M) DEEP ALONG THE LINE OF POSTS AND UP-SLOPE FROM THE BARRIER. ·WHEN STANDARD-STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UP-SLOPE SIDE OF THE POSTS USING HEAVY DUTY WIRE STAPLES AT LEAST 1 INCH (25.4 MM) LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 2 INCHES (51MM) ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. ·WHEN EXTRA-STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS. ·THE TRENCH SHALL BE BACKFILLED AND THE SOIL COMPACTED OVER THE TOE OF THE FILTER FABRIC. ·SILT FENCES PLACED AT THE TOE OF A SLOPE SHALL BE SET AT LEAST 6 FEET (1.8 M) FROM THE TOE IN ORDER TO INCREASE PONDING VOLUME. ·SILT FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED AND ANY SEDIMENT STORED BEHIND THE SILT FENCE HAS BEEN REMOVED. 1 - SET POSTS & EXCAVATE TRENCH SLOPE SLOPE 2 - INSTALL FILTER FABRIC STEEL OR 3 - BACKFILL TRENCH SLOPE INSTALLED FILTER FABRIC 4 - CROSS SECTION OF RUNOFF SILT FENCE INSTALLATION N.T.S. SILT FENCE SCALE: N.T.S. SILT FENCE CONSTRUCTION DETAIL STEEL OR WOOD POST 4" x 4" TRENCH 2' MI N . FILTER MESH MATERIAL ATTACHED TO POSTS AND EXTENDED INTO TRENCH STEEL OR WOOD POST FILTER MATERIAL ANCHORED IN TRENCH COMPACTED BACKFILL 10 " MI N . HALF FULL WITH GRAVEL. FILL GRAVEL BAGS ONE WITH HEAVY STRING. BAG AND TIE SECURELY GATHER TOP OF GRAVEL NEXT LAYER. PRIOR TO STARTING THE COMPLETING EACH LAYER GRAVEL BAG INTO PLACE, ILLUSTRATIONS. STAMP EACH ACCORDANCE WITH THE STACK GRAVEL BAGS IN CARE SHOULD BE TAKEN TO SCALE: N.T.S. GRAVEL BAG INSTALLATION SCALE: N.T.S. CATCH BASIN INLET SEDIMENT BARRIER GRAVEL FILLED BAGS STACKED TIGHTLY - 1 BAG HIGH AT SPILLWAY OTHERWISE 2 BAGS HIGH SPILLWAY CATCH BASIN 12 " MI N . 8 MIL. MIN. VISQUENE SECURE VISQUENE ONTO STRAWBALES WITH STAKES OR ALTERNATE METHOD (TYP.) 1. ALL CONCRETE TRUCKS AND FINISHING TOOLS SHALL BE WASHED AT THE WASH OFF AREA. 2. ALL CONCRETE WASTE COLLECTED IN WASH OFF AREA SHALL BE RECYCLED OR APPROPRIATELY DISPOSED OF OFF-SITE. 3. LOCATION AND SIZE OF WASH-OFF AREA MAY BE ADJUSTED TO ACCOMMODATE SITE CONDITIONS. STRAWBALE NOTES: TYPICAL CONCRETE WASH-OFF AREA SECTION SCALE: N.T.S. INSTALLATION TABLE SLOPE ROLL INTERVAL 4:1 OR FLATTER 20' O.C. BETWEEN 2:1 AND 4:1 15' O.C. 2:1 AND STEEPER 10' O.C. NOTES: PLACE STRAW WATTLE IN TRENCH. WATTLE TO BE TIGHTLY BUTTED END TO END BUT NOT OVERLAPPING. MINIMUM 6 STAKES PER 25' OF WATTLE. STRAW WATTLE DETAIL -NTS- 3"-5" TRENCH 9" Ø x 25' LONG STRAW WATTLE 3 4" x 2" x 2' WOOD STAKE IN CENTER OF WATTLE (2" - 3" EXPOSED AFTER DRIVING STAKE) 4' MAX C-502 ER O S I O N C O N T R O L N O T E S rrmdesign.com |(805) 543-1794 CONSULTANT AGENCY NO.REVISION DATE PROJECT MANAGER DRAWN BY CHECKED BY DATE PROJECT NUMBER SHEET RRM DESIGN GROUP COPYRIGHT 2026 RRM IS A CALIFORNIA CORPORATION THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. Au t o d e s k D o c s : / / 2 8 0 3 - 0 4 - S L O M A N e t w o r k R e n o v a t i o n / S L O M A _ N e t w o r k R e n o v a t i o n . r v t 10 / 2 7 / 2 0 2 5 3 : 2 5 : 0 5 P M TH I R D S U B M I T T A L F O R P E R M I T T I N G SL O M A - T E N A N T I M P R O V E M E N T 77 8 - 7 8 6 H I G U E R A S T . SA N L U I S O B I S P O , C A 9 3 4 0 1 2803-07-PS25 MARCH 24, 2026 RAC RACJW NOT F O R C O N S T R U C T I O N PLAN CHECK 1 03/02/261 PLAN CHECK 2 03/24/262 C-601 DE T A I L S SCALE:E N.T.S. PERMEABLE PAVER PERFORATED PIPE CROSS-SECTION RED BRICK PAVERS WITH JOINTS PER LANDSCAPE DETAILS SOIL SUBGRADE, 0% SLOPE COMPACTED TO 90% RELATIVE COMPACTION. ADJACENT REPURPOSED RED BRICK PER LANDSCAPE DETAILS FLUSH TRANSITION TO ADJACENT SURFACE PERMEABLE PAVER TYPE 1 NOTES: 1.ALL AGGREGATE BASE MATERIAL SHALL BE WASHED, OPEN-GRADED (NO SAND), CRUSHED (ANGULAR) AGGREGATE. 2.PAVING STONES SHALL BE INSTALLED SMOOTH WITH 1 4" GAPS OR GROOVES AND PER MANUFACTURER'S SPECIFICATIONS TO ENSURE A LEVEL SURFACE WHEN EXPOSED TO WEATHER CONDITIONS. PIPE SIZE PER PLAN 0.5% SLOPE MIN ROOF DOWNSPOUT BUILDING REPURPOSED RED BRICK PAVERS 1. 5 " G A P CUT HOLE IN 12"X12" SQUARE GRATE TO MATCH DIAMETER OF DOWNSPOUT LOW PROFILE ADAPTER 12" SQUARE TO 4" PIPE SCALE:A NTS PIPE OUTLET TO LEVEL SPREADER ADAPTER TO 4" PVC RISER 4" BRASS GRATE CONCRETE POUR RING CONCRETE WALKWAY OR PAVERS IN V E R T A C C O R D I N G T O PL A N S / T A K E O F F THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. SCALE:B N.T.S. ATRIUM/DOME GRATE SLOPE TO DRAIN ATRIUM OR DOME GRATE COMPACTED SOIL DRAIN RISER PIPE (LENGTH AS REQUIRED, SIZE PER PLAN) DRAIN TEE OR ELBOW DRAIN PIPE, SIZE PER PLAN CRUSHED STONE SLOPE TO DRAIN VARIES LONGITUDINAL 4" PERFORATED PVC PIPE WRAPPED IN NON-WOVEN GEOTEXTILE FABRIC PLACED OVER 1" GRAVEL LAYER SCALE:C N.T.S. ROOF DROWNSPOUT OUTLET TO CATCH BASIN SCALE:D N.T.S. FLUSH 4" CLEANOUT REDBRICK BAND, SOLDIER COURSE, MORTARED TO CONCRETE CURB 2:1 M A X STORMDRAIN AFTER PASSING THROUGH WALL 6" TEE TO REDIRECT WATER 2" X 12" REDWOOD HEADER. ENSURE TOP OF BOARD IS LEVEL MAINTAIN UNDISTURBED NATIVE SLOPE MAINTAIN UNDISTURBED NATIVE SLOPE 2. 0 " 4. 0 " A A LEVEL SPREADER PLAN VIEW LEVEL SPREADER SECTION A-A 4-6" ROUNDED RIVER ROCK 2 8'8' 12 . 0 " //////// // // // //////// PR O P E R T Y L I N E PR O P E R T Y L I N E C O N C R E T E P A D (N O T A P A R T) (E) P A R K I N G L O T T H E W A R D E N B L O C K T O W A R D E N B R I D G E W I C K E N D E N B U I L D I N G S L O M A S A N L U I S O B I S P O C R E E K PR O P E R T Y L I N E 20 ' - 0 " LOWER STONE WALL UPPER STONE WALL 20 ' - 0 " EXISTING TREE, TYP. EXISTING TREE, TYP. EXISTING TREE, TYP. PATIO AREA PATIO AREA EDGE OF CREEK BANK PER CITY BIOLOGIST RE Q U I R E D C R E E K S E T B A C K RE Q U I R E D C R E E K S E T B A C K CREEK SETBACK AREA: 2,333 SQFT PROPOSED DECK AREA: 1,096 SQFT rrmdesign.com |(805) 543-1794 CONSULTANT AGENCY NO.REVISION DATE PROJECT MANAGER DRAWN BY CHECKED BY DATE PROJECT NUMBER SHEET RRM DESIGN GROUP COPYRIGHT 2026 RRM IS A CALIFORNIA CORPORATION THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. Au t o d e s k D o c s : / / 2 8 0 3 - 0 4 - S L O M A N e t w o r k R e n o v a t i o n / S L O M A _ N e t w o r k R e n o v a t i o n . r v t 10 / 2 7 / 2 0 2 5 3 : 2 5 : 0 5 P M 75 % C O N S T R U C T I O N D O C U M E N T S SL O M A - T E N A N T I M P R O V E M E N T 77 8 - 7 8 6 H I G U E R A S T . SA N L U I S O B I S P O , C A 9 3 4 0 1 2803-07-PS25 1/21/2026 DG NOT F O R C O N S T R U C T I O N CR E E K A N D D E C K A R E A E X H I B I T 0 SCALE: feet4812 1/4" = 1'-0" / MP AWB MP L-001 CREEK AND DECK EXHIBIT LEGEND 03/30/2026 rrmdesign.com |(805) 543-1794 CONSULTANT AGENCY NO.REVISION DATE PROJECT MANAGER DRAWN BY CHECKED BY DATE PROJECT NUMBER SHEET RRM DESIGN GROUP COPYRIGHT 2026 RRM IS A CALIFORNIA CORPORATION THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. Au t o d e s k D o c s : / / 2 8 0 3 - 0 4 - S L O M A N e t w o r k R e n o v a t i o n / S L O M A _ N e t w o r k R e n o v a t i o n . r v t 10 / 2 7 / 2 0 2 5 3 : 2 5 : 0 5 P M TH I R D S U B M I T T A L F O R P E R M I T T I N G SL O M A - T E N A N T I M P R O V E M E N T 77 8 - 7 8 6 H I G U E R A S T . SA N L U I S O B I S P O , C A 9 3 4 0 1 2803-07-PS25 MARCH 24, 2026 DG PLAN CHECK 1 03/02/261 PLAN CHECK 2 03/24/262 TR E E P R O T E C T I O N M E M O / MP AWB MP L-002 1 OFFICE: 949.207.3770 WWW.MONARCHU.COM 34237 VIA SANTA ROSA DANA POINT, CA 92624 TECHNICAL MEMORANDUM SLOMA Network Expansion Project DATE: March 24, 2026 SUBJECT: Construction Methods and Protection Requirements for Trees #3, #5, #7, and #14 1. Purpose This memorandum outlines the specific construction methods and arboricultural requirements for performing work near four (4) significant trees identified for preservation during the SLOMA Network Expansion Project. Adherence to these protocols is critical to maintaining tree stability and health throughout the demolition and construction phases. 2. Target Tree Profiles All four trees are designated to be Protected In Place using Type III Tree Protection. • Trees #3, #5, and #7 (California Sycamores): High-value native trees. Trees #3 and #5 show signs of potential internal decay and may require a level 3 assessment. • Tree #14 (Holly Oak): Located within a raised planter; requires specific care during the removal and replacement of surrounding walls. 3. Required Protection Measures • Type III Protection (Trunk Wrapping): Because these trees are located near the patio or within planters where installing type I or II protective fencing will not be feasible, the trunks must be wrapped with a two-inch-thick layer of orange plastic silt fencing from the ground to the lowest limbs. This must be covered by vertically oriented two-by-four wooden slats to prevent mechanical damage from equipment. • Tree Protection Zone (TPZ): Prohibited activities within the TPZ include the storage of materials, dumping of waste (paint, concrete, etc.), or using trunks for winch support. Soil disturbance or grade changes are prohibited without arborist approval. • Root Buffer: a minimum 6 inch deep layer of mulch shall be spread throughout the CRZ of each the trees and topped with specialized ground protection mats to minimize soil compaction and reduce the chances of roots being crushed, cracked, or torn by heavy equipment activity. 4. Construction and Excavation Methods • Exploratory Digging for Helical Piles: Before installing helical piles to support the new deck, exploratory holes must be carefully hand-dug at pile locations. This allows the team to locate structurally significant roots and adjust pile locations to avoid damage. Project Arborist must be on-site during all future exploratory potholing to note the presence of roots, and provide direction should roots over 2” in diameter be encountered. Any roots that are damaged or severed during 2 OFFICE: 949.207.3770 WWW.MONARCHU.COM 34237 VIA SANTA ROSA DANA POINT, CA 92624 exploratory digging shall be covered with burlap and kept moist until the potholes can be backfilled, ideally the same day. • Below is a statement from the contractor regarding their proposed construction methods: o “Hand digging using post hole shovels to a minimum depth of 3 feet shall be used at locations of helical pier and concrete footings for the deck at the creek hillside to determine the presence of roots. Hand digging shall cease where roots 2 inches or large are encountered and no helical piers or footings shall be placed in these locations. o A mini-excavator shall be used to place helical piers within reach from the paver edge. Helical piers to be placed outside the reach of the mini-excavator shall be installed using hand operated equipment. o Specialized root protection mats or a buffer consisting of 6 inches of wood chips should be used to spread weight and prevent soil compaction when supplemental supporting equipment is utilized during the helical pier placement. o Periodic inspections of work effort shall occur to observe compliance. Roots damaged or severed larger than 2 inches shall be documented and reported to the project arborist within 6 hours. Work effort shall be conducted in collaboration with the project arborist.” • Requirements for Work with Permeable Pavers: o Tree #3: Permeable paver installation involves 35% total Critical Root Zone (CRZ) encroachment. Excavation for these pavers is limited to a 6-inch depth into native subgrade and must be performed only with hand tools. o Tree #14: 19% of its CRZ encroachment is for permeable pavers, which also requires the exclusive use of hand tools to excavate to a 6-inch depth into native subgrade. o Removal of existing brick pavers shall be staged in designated areas, and over plywood or on pallets. • Utility and Wall Work: Any trenching for utilities or drainage must tunnel under roots two inches in diameter or larger. Specific care is required when removing the existing walls around the root zone of Tree #14 to prevent instability. Project arborist shall be on site to confirm the presence of structurally significant roots. • Heavy Equipment: Use of backhoes, steel tread tractors, or other heavy vehicles shall be severely limited within the TPZ, and only used when absolutely necessary. o Use of heavy equipment within the TPZ is prohibited unless expressly approved by the project arborist. Where approved, equipment shall operate only over installed root protection measures (minimum 6 inch mulch layer topped by ground protection mats), and for the minimum duration necessary. These root buffers shall remain in place 3 OFFICE: 949.207.3770 WWW.MONARCHU.COM 34237 VIA SANTA ROSA DANA POINT, CA 92624 throughout the life of the project, or until all use of heavy equipment has permanently ceased. 5. Root Management Protocols • Two-Inch Rule: All roots encountered that are two inches in diameter or larger must be protected from damage. • Severance Procedure: Roots over one inch that must be removed should be cut cleanly with a hand or chain saw, and the following procedures shall be closely followed in order to prevent root desiccation: 1. Immediately shade exposed roots by covering the trench sides with burlap. 2. Keep burlap moist by watering twice daily. 3. Before backfilling, sever the root cleanly and place a plastic bag over the cut (secured with tape or rubber bands). 4. Remove plastic bags immediately prior to backfilling with clean, native material. 6. Monitoring and Maintenance • Arborist Supervision: the designated project arborist shall be on-site to monitor all work that takes place within each tree’s CRZ, and direct any necessary pruning of roots over 2 inches in diameter. • Irrigation: adequate soil moisture levels shall be maintained throughout the duration of the project. In order to achieve this, supplemental irrigation shall be applied to each tree’s CRZ at least twice per month, wetting the soil to a minimum depth of 24 inches. Soaker hoses should be installed throughout the CRZ prior to the application of mulch and installation of the ground protection mats, maintaining a buffer of at least two feet away from tree trunks as well as proposed helical pier sites. • Damage Reporting: Any accidental injury to branches, trunks, or roots must be reported to the project arborist within six hours for mitigation recommendations. All protection measures must be installed prior to the start of construction, and remain in place until final project inspection. Please do not hesitate to contact me with any questions or concerns you may have regarding this memorandum. Evin Lambert ASCA Registered Consulting Arborist 667 ISA Arborist WE – 9776A ISA Tree Risk Assessment Qualified CA Pest Control Adviser 123990 4 OFFICE: 949.207.3770 WWW.MONARCHU.COM 34237 VIA SANTA ROSA DANA POINT, CA 92624 GLOSSARY OF TERMS • Advanced Assessment: an assessment performed to provide detailed information about specific tree parts, defects, or site conditions. Specialized equipment, data collection and analysis, and/or expertise are usually required. • Air Excavation Device: device that directs a jet of highly compressed air to excavate soil. Used within the root zone of trees to avoid or minimize damage to tree roots or near underground structures such as pipes and wires. May also reduce hazards associated with excavation near pipes or wires. • Arborist: professional who possesses the technical competence gained through experience and related training to provide for or supervise the management of trees and other woody plants in residential, commercial, and public landscapes. • Basic Assessment: detailed visual inspection of a tree and surrounding site that may include the use of simple tools. It requires that a tree risk assessor walk completely around the tree trunk looking at the site, aboveground roots, trunks, and branches. • Callus: undifferentiated tissue formed by the cambium, usually as the result of wounding (contrast with woundwood). • Cambium: thin layer(s) of meristematic cells that give rise (outward) to the phloem and (inward) to the xylem, increasing stem and root diameter. • Canopy: collective branches and foliage of a tree or group of trees’ crowns. Aggregate or collective tree crowns. • Codominant stems / leaders: forked branches nearly the same size in diameter, arising from a common junction and lacking a normal branch union. • Critical Root Zone (CRZ): area of soil around a tree where the minimum amount of roots considered critical to the structural stability or health of the tree are located. CRZ determination is sometimes based on the drip line or a multiple of DBH, but because root growth is often asymmetric due to site conditions, on-site investigation is preferred. • Crown: upper part of a tree, measured from the lowest branch, including all the branches and foliage. • Crown Restoration: method of restoring the natural growth habit of a tree that has been topped or damaged in any other way. Restoration pruning. • Decay: (1) (noun) an area of wood that is undergoing decomposition. (2) (verb) decomposition of organic tissues by fungi or bacteria. • Diameter at Breast Height (DBH): Trunk diameter, measured at 1.4 meters (4.5 feet) above ground. • Dieback: condition in which the branches in the tree crown die from the tips toward the center. • Drip Line: imaginary line defined by the branch spread of a single plant or group of plants. • Epicormic Shoot: shoot arising from a latent or adventitious bud (growth point). • Girdling Root: root that encircles all or part of the trunk of a tree or other roots and constricts the vascular tissue and inhibits secondary growth and the movement of water and photosynthates. • Leader: primary terminal shoot or trunk of a tree. Large, usually upright stem. A stem that dominates a portion of the crown by suppressing lateral branches. • Live Crown Ratio (LCR): ratio of the height of the crown containing live foliage to the overall height of the tree. • Overextended Branch: a branch that has grown longer than the natural extent of the tree's canopy and can no longer be securely held before breaking under its own weight. A defect that can lead to failure of the branch. 5 OFFICE: 949.207.3770 WWW.MONARCHU.COM 34237 VIA SANTA ROSA DANA POINT, CA 92624 •Resistograph® / microdrill resistance testing: o Electronically controlled drill resistance measurement device.1 o Use of a small-diameter drill bit on an electric drill, measuring the change of torque resistance and indicating wood density as the drill bit passes through a trunk or limb. In tree risk assessment, used to measure the extent of decay. •Root Barrier: membranes or sheets installed vertically in the soil to limit or direct the growth of tree roots. •Root Collar: flared area at the tree trunk base where the roots and trunk come together. See root crown, root flare, and trunk flare. •Root collar/root crown excavation: process of removing soil to expose and assess the root collar (root crown) of a tree. •Root Pruning: (1) in transplanting, the process of pre-digging a root ball to increase the density of root development within the final root ball. (2) in tree conservation and preservation, the process of pre- cutting roots behind the line of a planned excavation to prevent tearing and splintering of remaining roots. (3) in tree disease management, severing tree roots to prevent disease transmission through root grafts. •Root Zone: (1) horizon or layer within the soil profile where roots exist. (2) volume of soil containing tree roots. (3) horizontal spread of tree roots from the trunk. Typically the root zone of a tree extends well beyond the drip line. •Soil Compaction: compression of the soil, often as a result of vehicle or heavy-equipment traffic, that breaks down soil aggregates and reduces soil volume and total pore space, especially macropore space. •Sonic Tomography: use of multiple sensors placed around a trunk or limb to record sound or magnetic waves traveling through the wood, with measurements resulting in a picture of internal density characteristics. Typically used to measure the extent of decay. •Structural Roots: large, woody, tree roots that anchor and support the trunk and crown. Roots characterized by secondary thickening and relatively large diameter, giving form to the root system and functioning in anchorage and support. •Thinning: in pruning, the selective removal of live branches to provide light or air penetration through the tree or to lighten the weight of the remaining branches. •Tree Protection Zone (TPZ): defined area within which certain activities are prohibited or restricted to prevent or minimize potential injury to designated trees, especially during construction or development. •Tree Risk Assessment: A systematic process used to identify, analyze, and evaluate the likelihood of tree failure and associated consequences. •Trunk Taper: the natural, gradual reduction in diameter of the trunk of a tree from bottom to top. •Watersprout: upright, epicormic shoot arising from the trunk or branches of a plant above the root graft or soil line. Incorrectly called a sucker. •Woundwood: lignified, differentiated tissues produced on woody plants as a response to wounding. Contrast with callus. 1 ALL DEFINITIONS WERE SOURCED FROM THE ISA-ARBOR.COM ONLINE DICTIONARY, WITH THE EXCEPTION OF “RESISTOGRAPH®”: HTTP://WWW.RINNTECH.DE/CONTENT/VIEW/8/34/LANG,ENGLISH 6 OFFICE: 949.207.3770 WWW.MONARCHU.COM 34237 VIA SANTA ROSA DANA POINT, CA 92624 ASSUMPTIONS & LIMITING CONDITIONS While trees vary in their tolerance to changed conditions, disruption in any form of the environment to which the trees have grown accustomed may result in adverse reaction. Human activity among and near trees is inherently contrary to tree welfare and there are inherent risks associated. The following are limitations to this report: •All information presented herein covers only the trees examined at the area of inspection, and reflects the conditions observed of said trees at the time of inspection. •Observations were performed visually without probing, dissecting, coring, or exaction, unless noted above, and in no way shall the observer be held responsible for any defects that could have only been discovered by performing said services in specific area(s) where a defect was located. •No guarantee or warranty is made, expressed or implied, that defects of the trees inspected may not arise in the future. •No assurance can be offered that if the recommendations and precautionary measures are accepted and followed, that the desired results may be attained. •No responsibility is assumed for the methods used by any person or company executing the recommendations provided in this report. •The information provided herein represents an opinion, and in no way is the reporting of a specified finding, conclusion, or value based on the retainer. •This report is proprietary to Monarch Environmental, Inc., and may not be reproduced in whole or part without written consent. This report has been prepared exclusively for use of the parties to which it has been submitted. •Should any part of this report be altered, damaged, corrupted, or lost the entire evaluation shall be invalid. •This memorandum shall remain valid for a period of one year from date of delivery, unless stated otherwise. 2 03/30/2026 //// // // // // PR O P E R T Y L I N E PR O P E R T Y L I N E C O N C R E T E P A D (N O T A P A R T) (E) P A R K I N G L O T T H E W A R D E N B L O C K T O W A R D E N B R I D G E W I C K E N D E N B U I L D I N G S L O M A S L O M A S A N L U I S O B I S P O C R E E K PR O P E R T Y L I N E #3 #2 #1 #5 #4 #7#8 #9 #10 #11 #12 #13 #14 #6 (STUMP) EXISTING SHRUBS TO REMAIN X X X X X X X X X X X X X X X X X X X X X EXISTING SHRUB TO REMAIN 7. 5 ' 10 . 5 ' 4. 5 ' 16 . 5 ' 7. 5 ' 19 ' TREE PROTECTION FENCING IN THIS AREA TO BE INSTALLED AFTER DEMOLITION. REFER TO DEMOLITION PLAN FOR TREE PROTECTION MEASURES RELATED TO DEMOLITION. 21 . 5 ' 4. 5 ' CONTRACTOR SHALL HAND DIG DEEPENED CURB SECTION PER DETAIL 4/ L-102 WITHIN CRZ UNDER SUPERVISION AND DIRECTION OF THE PROJECT ARBORIST, TYP. PERMEABLE PAVER SECTION WITHIN THE CRZ: PROPOSED GRADE IN THIS AREA IS 12" ABOVE EXISTING GRADE TO PROVIDE AN ACCESSIBLE ROUTE. PERMEABLE PAVER DETAIL 2/L-102 CALLS FOR AN 18" EXCAVATION, HOWEVER BECAUSE GRADE IS BEING RAISED HERE, ONLY 6" OF EXCAVTION IS REQUIRED. CONTRACTOR SHALL HAND EXCAVATE 6" DEPTH WITHIN CRZ TO ALLOW FOR EXPOSURE OF EXISTING ROOTS. THIS EXCAVATION SHALL BE DONE UNDER THE SUPERVISION OF THE PROJECT ARBORIST WHO WILL EVALUATE CONDITIONS PRIOR TO BASE ROCK AND PAVER INSTALLATION. HELICAL PIERS: HELICAL PIERS SHALL BE PER THE STRUCTURAL DRAWINGS AND ARE SHOWN ON THIS SHEET FOR REFERENCE ONLY. HELICAL PIERS ARE DEEP FOUNDATION SUPPORTS THAT ARE SCREWED INTO THE GROUND WITHOUT THE USE OF CONCRETE. EACH HELICAL PIER DISRUPTS 0.77SF WITHIN THE CRZ. CONTRACTOR TO CONDUCT EXPLORATORY POTHOLING WITH HAND TOOLS UNDER DIRECT SUPERVISION OF THE PROJECT ARBORIST AT EACH HELICAL PIER LOCATION TO OBSERVE THE PRESENCE OF LARGE ROOTS. STRUCTURAL ENGINEER SHALL RELOCATE HELICAL PIERS SHOULD LARGE ROOTS BE ENCOUNTERED IN ORDER TO PROTECT ROOTS. CONTRACTOR TO CONDUCT EXPLORATORY POTHOLING WITH HAND TOOLS AT WALL TO OBSERVE THE PRESENCE OF LARGE ROOTS. IF ROOTS GREATER THAN 2 INCHES ARE ENCOUNTERED, CONSULT WITH PROJECT ARBORIST AND LANDSCAPE ARCHITECT TO EXPLORE ADJUSTMENT TO THE FOOTING. #1 #1 SYMBOL DESCRIPTION X X X EXISTING TREE TO BE REMOVED NUMBERS PER ARBORIST REPORT EXISTING TREE TO REMAIN NUMBERS PER ARBORIST REPORT EXISTING TREE DRIPLINE TREE TRUNK PROTECTION PER DETAIL 1 TREE PROTECTION FENCING PER DETAIL 2 CRITICAL ROOT ZONE (CRZ) PER ARBORIST REPORT QUANTITY DESCRIPTION TOTAL EXISTING REMOVE REMAIN 13 6 9 PROPOSED SEE PLANTING PLAN SHEET L-5014 PER TREE INVENTORY TABLE AND ARBORIST REPORT, TREE NUMBER 6 IS A STUMP THAT SHALL BE CLEARED AND REMOVED. THEREFORE IT DOES NOT WARRANT AN ADDITIONAL PROPOSED TREE REPLACEMENT. * * THERE IS NOT ADEQUATE ROOM ON THE SITE FOR 5 PROPOSED REPLACEMENT TREES. ** ** TREE ID #SPECIES FICUS BENJAMINA1 DBH DISPOSITION 2 3 FICUS CARICA PLATANUS RACEMOSA 15 IN REMOVE 7 IN REMOVE 38 IN PROTECT 4 5 LIGUSTRUM JAPONICUM PLATANUS RACEMOSA 5 IN REMOVE 29 IN PROTECT 6 7 STUMP (PLATANUS RACEMOSA) PLATANUS RACEMOSA 13 -18 IN REMOVE 21 IN PROTECT 8 9 QUERCUS ILEX SEQUOIA SEMPERVIRENS 9 IN PROTECT 33 IN PROTECT 10 11 SEQUOIA SEMPERVIRENS SEQUOIA SEMPERVIRENS 43 IN PROTECT 9 IN PROTECT 12 13 AFROCARPUS FALCATUS AFROCARPUS FALCATUS 31 IN REMOVE 20 IN REMOVE 14 QUERCUS ILEX 15 IN PROTECT CRZ N/A N/A 19 FT N/A 7.5 FT N/A 10.5 FT 4.5 FT 16.5 FT 21.5 FT 4.5 FT 15.5 FT 10 FT 7.5 FT CRZ ENCROACHMENT % 48% 1.5% 35% 3% 1.2% N/A 0.1% 0% 5% 7% 0% 42% 28% 34% OF THE 35% TOTAL ENCROACHMENT OF THE CRZ, 0.6% IS FROM THE HELICAL PIERS AND 34.6% IS THE PERMEABLE PAVER SECTION WHICH TODAY IS EXISTING BRICK PAVERS. PERMEABLE PAVER ENCROACHMENT IN THIS AREA IS ONLY 6" DEPTH OF EXCAVATION AND WILL BE DONE WITH HAND TOOLS. * * * OF THE 34% TOTAL ENCROACHMENT OF THE CRZ, 15% IS FROM THE PROPOSED WALL AND 19% IS THE PERMEABLE PAVER SECTION WHICH TODAY IS EXISTING BRICK PAVERS. PERMEABLE PAVER ENCROACHMENT IN THIS AREA IS ONLY 6" DEPTH OF EXCAVATION AND WILL BE DONE WITH HAND TOOLS. ** * HELICAL PIER rrmdesign.com |(805) 543-1794 CONSULTANT AGENCY NO.REVISION DATE PROJECT MANAGER DRAWN BY CHECKED BY DATE PROJECT NUMBER SHEET RRM DESIGN GROUP COPYRIGHT 2026 RRM IS A CALIFORNIA CORPORATION THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. Au t o d e s k D o c s : / / 2 8 0 3 - 0 4 - S L O M A N e t w o r k R e n o v a t i o n / S L O M A _ N e t w o r k R e n o v a t i o n . r v t 10 / 2 7 / 2 0 2 5 3 : 2 5 : 0 5 P M TH I R D S U B M I T T A L F O R P E R M I T T I N G SL O M A - T E N A N T I M P R O V E M E N T 77 8 - 7 8 6 H I G U E R A S T . SA N L U I S O B I S P O , C A 9 3 4 0 1 2803-07-PS25 MARCH 24, 2026 DG PLAN CHECK 1 03/02/261 PLAN CHECK 2 03/24/262 LA N D S C A P E T R E E PR O T E C T I O N P L A N TREE DISPOSITION TOTALS 0 SCALE: 1 16 24 feet / MP AWB MP DIG ALERT DIAL TOLL FREE AT LEAST 2 DAYS BEFORE YOU DIG TREE PROTECTION FENCING NOTES: 1.TREE PROTECTION FENCING SHALL BE INSTALLED AS INDICATED ON THE TREE PROTECTION PLAN PRIOR TO THE START OF ANY CLEARING, GRADING, OR OTHER CONSTRUCTION ACTIVITY 2.FENCE SHALL BE MINIMUM 5' TALL CONSTRUCTED OF ORANGE SAFETY FENCING OR APPROVED EQUAL 3.FENCE SHALL BE SUPPORTED BY VERTICAL POSTS SPACED NOT MORE THAN 8' APART 4.AN ALL WEATHER SIGN THAT INCLUDES THE WORDS, “WARNING: TREE PROTECTION ZONE. PLEASE CONTACT THE PROJECT ARBORIST WITH 48-HOURS NOTICE PRIOR TO RELOCATING OR REMOVING FENCING,” SHALL BE SECURELY ATTACHED TO THE FENCE IN A VISUALLY PROMINENT LOCATION APPROXIMATELY EVERY 20' AROUND THE FENCING PERIMETER TREE PROTECTION FENCING 1/2" = 1'-0" 6" OF BARK MULCH WITHIN TREE PROTECTION ZONE 5' ORANGE SAFETY FENCING 7' METAL T-POST DRIVEN 2' INTO EXISTING GRADE EXISTING TREE TO REMAIN TREE PROTECTION ZONE, SEE PLANS FOR LIMITS F.G. 5' - 0 " RRM-2800-2803.07-57 2 TREE TRUNK PROTECTION 1/4" = 1'-0" 6' - 0 " MAINTAIN EXISTING GRADE WITHIN THE TREE PROTECTION AREA UNLESS OTHERWISE INDICATED ON THE PLANS 6 INCHES OF BARK MULCH OUTSIDE OF FENCING, WITHIN THE TREE PROTECTION AREA TREE TRUNK PROTECTION NOTES: 1.NO EQUIPMENT SHALL OPERATE OR BE STORED INSIDE THE TREE PROTECTION AREA. TREE PROTECTION AREA, SEE PLANS FOR LIMITS STRAW WADDLE WRAPPED TIGHTLY AROUND TRUNK TO A HEIGHT OF 6' WOOD 2x4" SPACED 6" O.C. MAX. PLACE OVER TOP OF STRAW WADDLE SAFETY FENCING WITH 3.5" x 1.5" OPENINGS WRAPPED TIGHTLY WITH A MINIMUM OF 4 LAYERS; COLOR: ORANGE. PLACE OVER TOP OF WOOD TO FULL 6'-0" HEIGHT 1 RRM-2800-2803.07-21 SYMBOL LEGEND 1.THIS PLAN SHALL BE REVIEWED IN CONJUNCTION WITH ARBORIST REPORT PREPARED BY MONARCH ENVIRONMENTAL DATED DECEMBER 8, 2025 2.PRIOR TO COMMENCEMENT OF CONSTRUCTION, TREE TRUNK PROTECTION AND FENCING SHALL BE PLACED AROUND EXISTING TREES TO REMAIN AS SHOWN ON THE TREE PROTECTION PLAN AND IN DETAIL 1 AND 2 AT RIGHT. 3.THE TREE PROTECTION AND MONITORING PLAN TO BE IMPLEMENTED OVER THE COURSE OF THE PROJECT MUST INCLUDE: ·ESTABLISHMENT ZONES OF PROTECTION FOR EACH TREE ·PRE-CONSTRUCTION WORKER TRAINING ·SITE MONITORING DURING CONSTRUCTION ·RECOMMENDED TREATMENTS FOR TREE WOUNDS IF DAMAGED ·POST CONSTRUCTION INSPECTION AND MAINTENANCE REQUIREMENTS 4. TREE PROTECTION ZONES SHALL BE IDENTIFIED AND SECURED WITH PROTECTION FENCING. FENCING SHALL BE FIVE (5) FOOT TALL ORANGE SAFETY FENCING SECURED WITH STEEL T-POSTS SET AT EIGHT (8) FEET ON CENTER AND INSTALLED AROUND THE DRIP-LINE PERIMETER OF THE TREES TO BE PROTECTED (AT A MINIMUM). TREE PROTECTION FENCES MUST BE: ·INSTALLED BEFORE ANY WORK BEGINS ·REMAIN IN PLACE ·CONTINUALLY MAINTAINED ·REMOVED AS THE LAST ITEM OF WORK 5.IN TREE PROTECTION ZONES OR UNDER TREE DRIPLINES, DO NOT: •PARK VEHICLES OR CONSTRUCTION EQUIPMENT OR STOCKPILE MATERIALS •DUMP WATER, WASTE OR CONSTRUCTION MATERIALS WITHIN 20 FEET OF THE DRIP LINE OF TREES TO BE PROTECTED •APPLY HERBICIDE, INCLUDING PRE AND POST EMERGENT, WITHIN 20 FEET OF THE DRIP-LINE OF TREES TO BE PROTECTED. 6.EXCAVATION, GRADING, TRENCHING AND BORING •DIGGING ACTIVITIES IN TREE PROTECTION ZONES MUST BE DONE BY HAND •ROOTS ENCOUNTERED LARGER THAN ONE (1) INCH SHALL BE CUT CLEANLY •ROOTS ENCOUNTERED MUST BE PROTECTED FROM SCARRING AND DRYING •ATTEMPTS MUST BE MADE TO TUNNEL UNDER ROOTS. •ROOTS MUST BE SHADED FROM DIRECT SUNLIGHT WHEN EXPOSED FROM DIGGING. ·DEMOLITION AND GRADING WITHIN THE TREE PROTECTION ZONES OF EXISTING TREES TO REMAIN SHALL BE MINIMIZED AND SHALL ONLY BE DONE UNDER THE DIRECT SUPERVISION OF THE PROJECT ARBORIST. THIS TYPE OF WORK SHALL BE PERFORMED USING HAND TOOLS OR, WHEN NECESSARY, WITH LIGHT (ONE TON OR LESS) RUBBER-TRACKED EQUIPMENT. 7.PRUNING •TREE PRUNING MUST BE DONE BY A CERTIFIED ARBORIST IN ACCORDANCE WITH INTERNATIONAL SOCIETY OF ARBORICULTURE (ISA) STANDARDS. IN NO CASE SHALL MORE THAN ONE-THIRD OF THE TREE CANOPY BE REMOVED. ·SHOULD PRUNING OF EXISTING TREES BE REQUIRED IT MUST BE KEPT TO A MINIMUM AND SHALL COMPLY WITH ANSI A300 STANDARDS. ·ROOT OR CROWN PRUNING SHALL BE PERFORMED UNDER THE DIRECT SUPERVISION OF THE PROJECT ARBORIST. NOTIFY THE PROJECT ARBORIST AT LEAST 48 HOURS IN ADVANCE OF ANY ROOT OR CROWN PRUNING ACTIVITY TO COORDINATE A SITE VISIT. ·ANY TREE ROOTS ENCOUNTERED WITHIN THE TREE PROTECTION ZONE OVER 1" IN DIAMETER SHALL BE CLEANLY SEVERED WITH A HAND, CHAIN, OR RECIPROCATING SAW PERPENDICULAR TO THE DIRECTION OF GROWTH TO MINIMIZE THE SURFACE AREA OF THE WOUND. SEVERED ROOTS SHALL BE COVERED WITH SOIL IN THE FINAL GRADING CONDITION AND NO SEVERED ROOTS SHALL BE EXPOSED TO AIR OR SUNLIGHT FOR MORE THAN 48 HOURS. ·IF ROOT PRUNING OCCURS, SUPPLEMENTAL WATER MAY BE REQUIRED WITHIN THE TREE PROTECTION ZONE. LOCATIONS AND FREQUENCY SHALL BE DIRECTED BY THE PROJECT ARBORIST. TREE PROTECTION NOTES L-100 TREE PROTECTION DETAILS 1/8" = 1'-0" 2 4 8 TREE INVENTORY TABLE 03/30/2026 SD SD SD S D S D S D S D SD SD SD SD SD SD S D SD S D SD S D SD S D S D S D S D SD S D SD S D S D S D S D SD S D SD SD SD S D S D SD S D SD SD SD S D S D SD S D SD SD SD S D SD SD S D S D S D S D S D SD SD SD SD SD SD SD SD S D SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D SD S D //////// // // // // // // // ////// PR O P E R T Y L I N E PR O P E R T Y L I N E C O N C R E T E P A D (N O T A P A R T) (E) P A R K I N G L O T T H E W A R D E N B L O C K T O W A R D E N B R I D G E W I C K E N D E N B U I L D I N G S L O M A S L O M A S A N L U I S O B I S P O C R E E K GB GB PR O P E R T Y L I N E #3 #2 #1 #5 #4 #7#8 #9 #10 #11 #12 #13 #14 #6 (STUMP) 38° 4 L-102 4 L-102 7 L-102 8 L-102 PL-01 PL-01 PL-01 PL-01 WC-02 WC-02 PL-01 PL-01 WC-03 LI-02 LI-02 PL-01 LI-01 FR-01 FR-02 EXISTING STONE WALL TO REMAIN IN PLACE VERTICALLY SAWCUT STONE WALL AT THIS LOCATION, APPLY SALVAGED ROCK TO CUT FACE TO FORM COHESIVE WALL EXISTING STONE WALL BELOW DECK, TYP. EXISTING STONE WALL BELOW DECK, TYP. APPLY LIQUID WATERPROOFING AT BUILDING WALL WHERE ADJACENT TO PLANTER, TYP. WC-04 WC-04 TRUNK PERIMETER VARIES, VERIFY IN FIELD. CONSTRUCT DECK COLLAR AROUND TRUNK WITH 3" MAXIMUM GAP. EXISTING STONE WALL TO REMAIN IN PLACE EXISTING STONE WALL TO REMAIN IN PLACE EXISTING TREE TO REMAIN, TYP. WC-05 WC-05 BEGIN FR-01 END TRUNK PERIMETER VARIES, VERIFY IN FIELD. CONSTRUCT DECK COLLAR AROUND TRUNK WITH 3" MAXIMUM GAP. END BEGIN WC-01 BEGIN END WC-04 WC-02 FR-03 FR-03 LI-01 LI-01 LI-01 LI-02 LI-02 WC-05 WC-05 WC-01 LI-01 LI-01 ATTACH STRING LIGHTS TO BUILDING FACE, TYP. ATTACH STRING LIGHTS TO BUILDING FACE, TYP. APPLY LIQUID WATERPROOFING AT BUILDING WALL WHERE ADJACENT TO PLANTER, TYP. WC-06 WC-06 WC-06 WC-06 APPROXIMATE LOCATION OF EXISTING PG&E ELECTRICAL PANELS WC-02 FR-03 UT-01 UT-02 UT-02 UT-03 UT-03 UT-02 LI-03 (BELOW SEAT) (BELOW SEAT) (BELOW SEAT) CONCRETE STEP REFER TO CIVIL PLANS EXISTING STONE WALL TO REMAIN IN PLACE VERTICALLY SAWCUT STONE WALL AT THIS LOCATION, APPLY SALVAGED ROCK TO CUT FACE TO FORM COHESIVE WALL ALIGN WC-02 WITH EDGES OF BUILDING STOREFRONT FRAME AS SHOWN LI-03 EXISTING SHRUBS TO REMAIN, TYP. SI-01 EXISTING SHRUB TO REMAIN, TYP. EXISTING TREE TO BE REMOVED, TYP. SS-02 SS-02 WC-02 WC-02 CONTRACTOR TO CONDUCT EXPLORATORY POTHOLING WITH HAND TOOLS AT WALL TO OBSERVE THE PRESENCE OF LARGE ROOTS. IF ROOTS GREATER THAN 2 INCHES ARE ENCOUNTERED, CONSULT WITH PROJECT ARBORIST AND LANDSCAPE ARCHITECT TO EXPLORE ADJUSTMENT TO THE FOOTING. 5/L-103 SYMBOL DESCRIPTION DETAIL BRICK PAVING - PERMEABLE RE-USE OF EXISTING BRICKS WITH 1/4" JOINTS FILLED WITH NO. 8 STONE 2/L-102 BRICK PAVING RE-USE OF EXISTING BRICKS, SAND SET 1/L-102 CONCRETE PAVING FINISH: LIGHTLY BROOMED COLOR: NATURAL GRAY 6/L-102 DECKING MANUFACTURER: TREX PRODUCT: TRANSCEND COMPOSITE DECKING COLOR: SPICED RUM PAVING AND SURFACING (PA) CODE DESCRIPTION DETAIL PLANTER AREA WITH GRAVEL MULCH SUPPLIER: CENTRAL COAST LANDSCAPE PRODUCTS SIZE: 3/8" CRUSHED GRAVEL COLOR: CALIFORNIA GOLD 9/L-102PL-01 PLANTING AND IRRIGATION (PL) CODE DESCRIPTION DETAIL STRING LIGHT POST 2/L-103 STRING LIGHTS STRING LIGHT POST IN FOOTING 7/L-103 LI-01 LI-02 LI-03 SITE LIGHTING AND ELECTRICAL (LI) // SEE S SHEETS CODE DESCRIPTION DETAIL ATRIUM GRATE SEE CIVIL SHEETS ROOF DOWNSPOUT OUTLET TO CATCH BASIN SEE CIVIL SHEETS RIPRAP APRON AT PIPE OUTLET SEE CIVIL SHEETS UT-01 UT-02 UT-03 UNDERGROUND UTILITIES (UT) B/C-601 C/C-601 A/C-601 SEE S SHEETS SEE SHEET E-112 CODE DESCRIPTION DETAIL DECK SEE STRUCTURAL SHEETS FOR DETAILS HELICAL PIER SEE STRUCTURAL SHEETS FOR DETAILS SS-01 SS-02 SITE STRUCTURES (SS) SEE S SHEETS CODE DESCRIPTION DETAIL PERFORATED STEEL SCREEN ON WALL DECORATIVE PANELS - WEATHERING STEEL MANUFACTURER: BOK MODERN 5/L-103 PERFORATED STEEL EQUIPMENT SCREEN HINGED TO ALLOW FOR ACCESS - WEATHERING STEEL MANUFACTURER: BOK MODERN 3/L-103 DECK GUARDRAIL 1/L-103 FR-01 FR-02 FR-03 FENCES, RAILINGS, AND GATES (FR) CODE DESCRIPTION DETAIL CONCRETE PLANTER WALL WITH WOOD SEAT CONCRETE FINISH: BOARD-FORMED COLOR: DAVIS COLORS 860 - COBBLESTONE WOOD SEAT MANUFACTURER: TOURNESOL, 'WALLY' TYPE A 8/L-102 CONCRETE FLUSH CURB - 8" WIDE 5/L-102 WEATHERING STEEL PLANTER WITH WOOD SEAT MANUFACTURER: TOURNESOL PRODUCT: KITSAP MODULAR PLANTER BENCH: 'WALLY' TYPE A 7/L-102 WEATHERING STEEL PLANTER EDGING FABRICATED 10/L-102 DEEPENED CURB WITH MORTARED BRICK BAND 3/L-102 DEEPENED CURB ADJACENT TO DECK 4/L-102 WC-01 WC-02 WC-03 WC-04 WC-05 WC-06 WALLS AND CURBS (WC) CODE DESCRIPTION DETAIL ENTRY SIGNAGE ON STEEL SCREEN 6/L-103SI-01 SIGNAGE AND STRIPING (SI) 32/S-243 rrmdesign.com |(805) 543-1794 CONSULTANT AGENCY NO.REVISION DATE PROJECT MANAGER DRAWN BY CHECKED BY DATE PROJECT NUMBER SHEET RRM DESIGN GROUP COPYRIGHT 2026 RRM IS A CALIFORNIA CORPORATION THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. Au t o d e s k D o c s : / / 2 8 0 3 - 0 4 - S L O M A N e t w o r k R e n o v a t i o n / S L O M A _ N e t w o r k R e n o v a t i o n . r v t 10 / 2 7 / 2 0 2 5 3 : 2 5 : 0 5 P M TH I R D S U B M I T T A L F O R P E R M I T T I N G SL O M A - T E N A N T I M P R O V E M E N T 77 8 - 7 8 6 H I G U E R A S T . SA N L U I S O B I S P O , C A 9 3 4 0 1 2803-07-PS25 MARCH 24, 2026 DG PLAN CHECK 1 03/02/261 PLAN CHECK 2 03/24/262 LA N D S C A P E CO N S T R U C T I O N P L A N CONSTRUCTION SCHEDULE 0 SCALE: feet4812 1/4" = 1'-0" / MP AWB MP DIG ALERT DIAL TOLL FREE AT LEAST 2 DAYS BEFORE YOU DIG L-101 03/30/2026 rrmdesign.com |(805) 543-1794 CONSULTANT AGENCY NO.REVISION DATE PROJECT MANAGER DRAWN BY CHECKED BY DATE PROJECT NUMBER SHEET RRM DESIGN GROUP COPYRIGHT 2026 RRM IS A CALIFORNIA CORPORATION THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. Au t o d e s k D o c s : / / 2 8 0 3 - 0 4 - S L O M A N e t w o r k R e n o v a t i o n / S L O M A _ N e t w o r k R e n o v a t i o n . r v t 10 / 2 7 / 2 0 2 5 3 : 2 5 : 0 5 P M TH I R D S U B M I T T A L F O R P E R M I T T I N G SL O M A - T E N A N T I M P R O V E M E N T 77 8 - 7 8 6 H I G U E R A S T . SA N L U I S O B I S P O , C A 9 3 4 0 1 2803-07-PS25 MARCH 24, 2026 DG PLAN CHECK 1 03/02/261 PLAN CHECK 2 03/24/262 LA N D S C A P E CO N S T R U C T I O N D E T A I L S / MP AWB MP CONCRETE PAVING 1 1/2" = 1'-0" 4" 4" 2" A T P L A N T E R A R E A S 1/4" RAD. TYP. CLASS 2 AGGREGATE BASE @ 95% COMPACTION6" 8" CONCRETE PAVING. SEE SCHEDULE FOR FINISH AND COLOR. TURN-DOWN EDGE ADJACENT TO BRICK PAVING ONLY SUBGRADE @ 90% COMPACTION OF MAXIMUM DRY DENSITY #4 REBAR @ 18" O.C., BOTH WAYS. 3"#4 REBAR, CONT. AT THICKENED EDGE FS RRM-2400-2803.07-01 6 FS CONCRETE FLUSH CURB - 8" WIDE 1 1/2" = 1'-0" COMPACTED SUBGRADE @ 90% RELATIVE COMPACTION (1) #4 REBAR, CONT. HORIZ., CENTERED IN CURB. CONCRETE WITH MEDIUM BROOM FINISH, PERPENDICULAR TO DIRECTION OF CURB NOTES: 1.PROVIDE CONTRACTION JOINT EVERY 10' MAX. 2.PROVIDE EXPANSION JOINT EVERY 20' MAX. 3.SPACE JOINTS EVENLY BETWEEN BEGINNING AND END POINTS. 4.TOP OF CURB TO BE FLUSH WITH ADJACENT PAVING WHERE APPLICABLE. 2" IN PLANTING AREA 10 " 1/4" RADIUS TYP. FLUSH 1 L-102 BRICK PAVING 8" RRM-2400-2803.07-77 5 BRICK PAVING 1 1/2" = 1'-0" 1" 6" CLASS 2 AGGREGATE BASE @ 95% RELATIVE COMPACTION NATIVE SUBGRADE @ 90% RELATIVE COMPACTION WASHED CONCRETE SAND SETTING BED PLAN VIEW HERRINGBONE PATTERN NOTES: 1.TREAT EXISTING SOIL AND BACKFILL WITH GROWTH INHIBITOR. 2.CLEAN BRICK AND SEAL BRICK SURFACE WITH PROSOCO OR APPROVED EQUAL SEALANT. BRICK PAVING, SALVAGED EXISTING BRICKS PROVIDE POLYMETRIC SAND IN 1/8" SPACED JOINTS, TYP. SOIL SEPARATOR FABRIC. MIRAFI MODEL "N" OR APPROVED EQUAL 1 RRM-2400-2803.07-19 DEEPENED CURB WITH MORTARED BRICK BAND 1 1/2" = 1'-0" COMPACTED SUBGRADE @ 90% RELATIVE COMPACTION (3) #4 REBAR, 12" O.C. CONT. HORIZ., CENTERED IN CURB. SOLDIER COURSE BRICK BAND MORTARED IN PLACE 1" MORTAR BED FLUSH TYP. 8"NOTES: 1.PROVIDE CONTRACTION JOINT EVERY 10' MAX. 2.PROVIDE EXPANSION JOINT EVERY 20' MAX. 3.SPACE JOINTS EVENLY BETWEEN BEGINNING AND END POINTS. 4.TOP OF CURB TO BE FLUSH WITH ADJACENT PAVING WHERE APPLICABLE. 1 L-102 BRICK PAVING2 L-102 BRICK PAVING - PERMEABLE 3" C L R . 1' - 6 " PLAN VIEW 3 RRM-2800-2803.07-02 BRICK PAVING - PERMEABLE 1 1/2" = 1'-0" PLAN VIEW RUNNING BOND PATTERN NOTES: 1.TREAT EXISTING SOIL AND BACKFILL WITH GROWTH INHIBITOR. 2.CLEAN BRICK AND SEAL BRICK SURFACE WITH PROSOCO OR APPROVED EQUAL SEALANT. 3.INSTALL PATTERN PERPENDICULAR TO WALKWAY PER PLAN NO. 57 STONE OPEN-GRADED BASE NO. 2 STONE SUBBASE GEOTEXTILE ON BOTTOM AND SIDES OF OPEN-GRADED BASE. MIRAFI MODEL "N" OR APPROVED EQUAL UNDISTURBED NATIVE SOIL PERFORATED DRAIN. SEE SHEET C-301 FOR LOCATIONS NO. 8 AGGREGATE BEDDING COURSE BRICK PAVING, SALVAGED EXISTING BRICKS PROVIDE NO. 8 STONE IN 1/4" SPACED JOINTS, TYP. 2" 2" 4" 12 " 1' - 8 " RRM-2800-2803.07-03 2 CANTILEVERED MOUNTED TOURNESOL, WALLY BENCH LY-A30-96, WOODEN BACKLESS BENCH, TYP. WEATHERING STEEL PLANTER WITH WOOD SEAT 3/4" = 1'-0" STAINLESS STEEL MOUNTING HARDWARE PER MANUFACTURER, TYP. INTERNAL BENCH SUPPORT BRACKET AT EACH BENCH MOUNTING LOCATION, PER MANUFACTURER, TYP. 3/8" DIA SS EXPANSION OR EXPOXY ANCHORS AT EACH ANCHOR LOCATION, TYP. CONTINUOUS CURB ALONG LENGTH OF PLANTER WALL, ADJACENT TO BRICK PAVING #4 REBAR, 12" O.C., BOTH WAYS. TYP. COMPACTED SUBGRADE @ 90% RELATIVE COMPACTION BUILDING EDGE LIQUID WATERPROOFING AT BACK OF BUILDING, TYP. DEEPENED CONTINUOUS CURB ALONG LENGTH OF PLANTER WALL, ADJACENT TO PERMEABLE BRICK PAVING SE T F S 5 " M A X . A B O V E CO N C R E T E F O O T I N G 1' - 6 " PLANTER WIDTH PER PLAN SE T F S 5 " M A X . A B O V E CO N C R E T E F O O T I N G #4 REBAR, 12" O.C., BOTH WAYS. TYP. COMPACTED SUBGRADE @ 90% RELATIVE COMPACTION 2" LAYER OF GRAVEL MULCH CONDITION AT STANDARD BRICK PAVING CONDITION AT PERMEABLE BRICK PAVING 2 L-102 BRICK PAVING - PERMEABLE FS FS 1 L-102 BRICK PAVING 3" CLR. 3" CLR. 1'-6" TYP. PL A N T E R H E I G H T : 2 ' - 0 " 6" (BEHIND BRACE) DRAIN ROCK AND PERFORATED DRAIN WRAPPED IN LANDSCAPE FABRIC. SEE SHEET C-301 FOR LOCATIONS, TYP. 1'-0" 1' - 6 " 1'-0" 1' - 6 " T Y P . 7 RRM-2800-2803.07-06 CONCRETE PLANTER WALL WITH WOOD SEAT 3/4" = 1'-0" 2' - 0 " TOURNESOL WALLY COLLECTION "A" WOOD AND STEEL FLAT BENCH, LY-A30-72 3/4" DRILLED HOLE WITH 3/8" X 6" THREADED ROD WITH NUT EMBEDDED WITH EPOXY 1/2" RADIUS ON ALL SIDES, TYP. CONCRETE WALL WITH DAVIS COLORS 860 COBBLESTONE, BOARD-FORM FINISH, USE 2X6 ROUGH-SAWN CEDAR FORMS #5 @ 12" O.C., BOTH WAYS. TYP. HOOK AT FOOTING COMPACTED SUBGRADE @ 90% RELATIVE COMPACTION 1' - 0 " 3" CLR. 1 L-102 BRICK PAVING 1'-6" 2" DRAIN ROCK AND PERFORATED DRAIN WRAPPED IN LANDSCAPE FABRIC. SEE SHEET C-301 FOR LOCATIONS 6" 6" 1' - 6 " 2'-8" 8'-0" WATERPROOFING AT BACK OF WALL, TYP. WALL LIGHT WHERE OCCURS, SEE ELECTRICAL PLANS 10 " 8 RRM-2800-2803.07-49 DEEPENED CURB ADJACENT TO DECK 1 1/2" = 1'-0" FLUSH NOTES: 1.PROVIDE CONTRACTION JOINT EVERY 10' MAX. 2.PROVIDE EXPANSION JOINT EVERY 20' MAX. 3.SPACE JOINTS EVENLY BETWEEN BEGINNING AND END POINTS. 4.TOP OF CURB TO BE FLUSH WITH ADJACENT PAVING. FSFS 2 L-102 BRICK PAVING - PERMEABLE FLUSH COMPACTED SUBGRADE @ 90% RELATIVE COMPACTION 8" CURB WIDTH 1/8" - 1/4" MAX. GAP BETWEEN DECK AND CURB 3' - 0 " ISOLATION JOINT ALONG EXISTING WALL SLOPED CREEK BANK 6" M A X G A P B E T W E E N WA L L A N D D E C K SEE STRUCTURAL SHEET S-242 FOR DECK FRAMING #4, 12" O.C., EACH WAY, CENTERED IN CURB 1'-6" 4" B E L O W A D J A C E N T DE S C E N D I N G S L O P E 1/4" RADIUS, TYP. 10" 10 " EXISTING STONE WALL 3" MIN. CLR. RRM-2800-2803.07-50 4 4" 6" 1' - 0 " WEATHERING STEEL PLANTER EDGING 2" = 1'-0" 1/8" THICK PLATE STEEL EDGE, SET 4" ABOVE ADJACENT F.S. ROLL TOP EDGE OF STEEL TOWARDS PLANTER, 1/4" RADIUS 1" 2" 5 L-102 CONCRETE FLUSH CURB - 8" WIDE 1 L-102 BRICK PAVING 9 L-102 FS EMBED STEEL EDGING 6" MIN. ADJACENT TO CURB FASTEN TO CONCRETE WITH 1/2" X 3" ANCHOR BOLTS, DRILL THROUGH PLATE INTO CONCRETE @ 18" O.C. 5" 10 RRM-2800-2803.07-59 GRAVEL MULCH 1" = 1'-0" 2" THICK LAYER OF 3/8" CRUSHED GRAVEL, CALIFORNIA GOLD SOIL SEPARATOR FABRIC. MIRAFI MODEL "N" OR EQUAL TURN DOWN SOIL SEPERATOR FABRIC AT ADJACENT FLATWORK 4" MIN. PLANTING BACKFILL MIX 5 L-102 CONCRETE FLUSH CURB - 8" WIDE 1 L-102 BRICK PAVING FSFLUSH 9 RRM-2800-2803.07-36 L-102 CONCRETE PLANTER WALL W/ FENCE AT PROPERTY LINE 3/4" = 1'-0" 1'-0" EQEQ 8" 3" CLR 2' - 0 " EXISTING ASPHALT FENCE PER MANUFACTURER 6' - 0 " MA X 1'-0"9"9" 3" CL R WATERPROOFING DRAIN 2" CL R 1' - 0 " 10 " 6" CONCRETE KEY COMPACTED SUBGRADE #4 @ 12" OC TOP & BOTTOM, EA WAY #4 @ 12 OC EA WAY 11 RRM-2800-2803.07-103 03/30/2026 rrmdesign.com |(805) 543-1794 CONSULTANT AGENCY NO.REVISION DATE PROJECT MANAGER DRAWN BY CHECKED BY DATE PROJECT NUMBER SHEET RRM DESIGN GROUP COPYRIGHT 2026 RRM IS A CALIFORNIA CORPORATION THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. Au t o d e s k D o c s : / / 2 8 0 3 - 0 4 - S L O M A N e t w o r k R e n o v a t i o n / S L O M A _ N e t w o r k R e n o v a t i o n . r v t 10 / 2 7 / 2 0 2 5 3 : 2 5 : 0 5 P M TH I R D S U B M I T T A L F O R P E R M I T T I N G SL O M A - T E N A N T I M P R O V E M E N T 77 8 - 7 8 6 H I G U E R A S T . SA N L U I S O B I S P O , C A 9 3 4 0 1 2803-07-PS25 MARCH 24, 2026 DG PLAN CHECK 1 03/02/261 PLAN CHECK 2 03/24/262 LA N D S C A P E CO N S T R U C T I O N D E T A I L S / MP AWB MP STRING LIGHT POST 3/4" = 1'-0" HAND HOLE FOR RECEPTACLE WHERE OCCURS, SEE ELECTRICAL SHEETS. 4 L-103 STRING LIGHT ATTACHMENT - POST SECTION 1' - 0 " 4 X 4 X 5/8 CORTEN PL CONTINUOUS POST TYP 3 SIDES 10 ' - 6 " CONDUIT COUPLER FRONT ELEVATION 1 L-103 DECK GUARDRAIL WELD TOP FRONT 4 X4 X1/4 SQUARE PL TO MOUNT STRING LIGHTS SIDE ELEVATION GUARDRAIL CONNECTION32 S-243 1/4" CORTEN PL SUPPORTS 10 ' - 6 " 3' - 6 " 3' - 6 " 3D VIEW - NOT TO SCALE NOTE: 1.ALL WELDS SHALL BE CONTINUOUS AND GROUND SMOOTH. AT STRING LIGHT POST 1 4 1 4 TYP 2 SIDES EA PL1 4 RRM-2800-2803.07-18 2 SS 18" CABLE SS 3 16" CABLE CLAMPS SS TURNBUCKLE SS ELECTRICAL TIE SS 18" CABLE STRING LIGHT WRAP STRING LIGHT CABLE AROUND SS CABLE CABLE THIMBLE STRING LIGHT ATTACHMENT - POST SECTION 1/4" = 1'-0" SS 1/2"X2" EYE BOLT SS CABLE THIMBLE 2" 2 L-103 STRING LIGHT POST NUT CLOSE TOP OF POST WITH WELDED 4"X4" PL RRM-2800-2803.07-53 4 PERFORATED STEEL EQUIPMENT SCREEN 1/2" = 1'-0" 4'-0" CLEAR OPENING VERIFY WIDTH IN FIELD 6' - 0 " 3' - 0 " 1'-6" BOK MODERN MECHANICAL SCREEN, B47 PATTERN, CORTEN, WELD TO HSS PER MANUFACTURER (3) WELD ON CORTEN HINGES, TYP. SEE ENLARGEMENT BELOW, PANEL TO SWING OUTWARD FULL 90 DEGREES HSS 2 X 4 X 1/8 CORTEN POST 2" 1' - 0 " CL R . PLAN VIEW FRONT ELEVATION 1 8" FG CORTEN 4" ROUND BARREL BODY HINGE, 3/4" DIA. STEEL PIN, WELD IN BETWEEN SQUARE STEEL TUBE POST AND SCREEN PANEL COMPACTED SUBGRADE @ 90% RELATIVE COMPACTION CONCRETE FOOTING AT EACH POST 9 L-102 GRAVEL MULCH CONCRETE FOOTING BELOW SEE PLAN VIEW HINGE ATTACHMENT BELOW 3' - 0 " 8" 6" 7" WELD CAP PLATE AT TOP OF POST 8' - 8 " WELD ON LATCH 6" 1" PANEL FRAME 1" HINGE & LATCH CLEARANCE 3'-10" PANEL WIDTH 1" 4' - 1 0 " P A N E L H E I G H T NOTES: 1.ALL WELDS SHALL BE CONTINUOUS AND GROUND SMOOTH. 2.LOCATE EXISTING PG&E PANELS AND ENSURE WIDTH OF SCREEN IS SUFFICIENT TO COVER UTILITIES AND PROVIDE ACCESS. 3 RRM-2800-2803.07-08 L-103 DECK GUARDRAIL 3/4" = 1'-0" 3' - 6 " 3 1/2" SPACING IN BETWEEN POSTS 4" SQ.1/4" CORTEN PL 2" FROM CORNERS PT JOIST PER STRUCTURAL TREX DECKING PER PLAN PT RIM BOARD PER STRUCTURAL 7 1/2" O.C. POST SPACING GUARDRAIL CONNECTION12 S-243 2 L-103 STRING LIGHT POST 9 X 4 X 1/4 PL WELDED TO POST FOR MOUNTING PER STRUCTURAL SECTION VIEW A VIEW FROM DECK VIEW FROM CREEK A 1 RRM-2800-2803.07-90 STRING LIGHT POST IN FOOTING 3/4" = 1'-0" ALL EXPOSED CONDUIT ABOVE DECK FRAMING SHALL BE 1/2" CORTEN TUBING WELDED TO INSIDE OF POST 1'-6" 3' - 0 " FG 2"CONCRETE FOOTING COMPACTED SUBGRADE @ 90% RELATIVE COMPACTION 2 L-103 STRING LIGHT POST STANDARD BELOW GRADE CONDUIT PER ELECTRICAL NOTE: 1.ALL WELDS SHALL BE CONTINUOUS AND GROUND SMOOTH. 1'-6" 6" 6' - 0 " 3" CLR. MIN. (3) #3 TIES AT TOP OF FOOTING PER PLAN VIEW ABOVE #3 TIES @ 12" OC PER PLAN VIEW ABOVE (4) #4 VERT REINF PROVIDE 1/4" CORTEN PL AT BASE AND 18" OC WHILE IN FOOTING STAGGER HOOK @ ALT TIES 3" D= 1 1/2" DIA. BEND 8 1/2" OVERL A P 3" CLR. MIN. TYP. 135 DEG. SEISMIC HOOK @ EA END OF TIE PLAN VIEW SECTION 7 RRM-2800-2803.07-98 PERFORATED STEEL SCREEN ON WALL 3/8" = 1'-0" SURFACE MOUNT PER MANUFACTURER TO TOP OF CONCRETE WALL, TYP. FRONT ELEVATION - PATIO SIDE PLAN VIEW PATIO SIDE EXISTING PARKING LOT SIDE 1'-0" CONCRETE FLUSH CURB - 8" WIDE 5 L-102 - BEGIN FS 4" - C E N T E R P A N E L S O N TO P O F C O N C R E T E W A L L EQ 6' - 0 " M A X 2" C L R . TY P . CONCRETE PLANTER WALL WITH WOOD SEAT 8 L-102 5'-2" VERIFY IN FIELD PA N E L H E I G H T , V E R I F Y I N FI E L D W I T H S E A T W A L L SE A T W A L L H E I G H T P E R GR A D I N G P L A N OV E R A L L M A X H E I G H T : 6 ' - 0 " SLOMA BUILDING EDGE, TYP. BOK MODERN "NO-POST" STYLE PERFORATED CORTEN STEEL SCREEN PANELS. PANELS ARE MOUNTED TO FACE OF MOUNTING FINS PER MANUFACTURER TO FORM A SEAMLESS PANEL DESIGN. BOK MODERN SHOULD PROVIDE FINAL SHOP DRAWINGS OF FENCE DESIGN SHOWING CUSTOM PATTERN, DIMENSIONS TO FIT WALL SHAPE AND MOUNTING BRACKET LOCATIONS. SURFACE MOUNT PER MANUFACTURER TO TOP OF ADJACENT CONCRETE SURFACE, TYP. CONTRACTOR TO SUBMIT PROPOSED ANCHORAGE TO STRUCTURAL ENGINEER OF RECORD PRIOR TO INSTALLATION ENTRY SIGNAGE ON STEEL SCREEN 6 L-103 EQ4" MAX, 2" MIN VERIFY IN FIELD 5'-2" VERIFY IN FIELD 34'-0" 3'-8" EQ 3'-8" EQ 3'-8" EQ 3'-8" EQ 3'-8" EQ 3'-8" EQ 3'-8" EQ 3'-8" EQ 3'-8" EQ 3 ' - 0 " 1 ' - 0 " 4" MAX, 2" MIN VERIFY IN FIELD 2" CLR. TYP. PATTERN TO BE CONTINUOUS PER MANUFACTURER, ENSURE MOUNTING FINS ARE NOT VISIBLE THROUGH PANEL PERFORATIONS, SHOWN AS REFERENCE ONLY, TYP. CONCRETE PLANTER WALL WITH WOOD SEAT 8 L-102 RRM-2800-2803.07-100 5 LOCATION FOR SLOMA ENTRY SIGNAGE 2'-10" 2'-6" 2' - 0 " 2" CLR. FROM BRACKETS, TYP. 8" 2 ' - 1 0 " FS PLAN VIEW PA N E L H E I G H T , V E R I F Y I N FI E L D W I T H S E A T W A L L OV E R A L L M A X H E I G H T : 6 ' - 0 " ENTRY SIGNAGE ON STEEL SCREEN 1/2" = 1'-0" ELEVATION A PERFORATED STEEL SCREEN ON WALL 5 L-103 A CONCRETE PLANTER WALL WITH WOOD SEAT 8 L-102 FASTEN SIGN TO SCREEN PER MANUFACTURER'S RECOMMENDATIONS 6 RRM-2800-2803.07-102 03/30/2026 OUTDOOR PATIO SPACE: 30'-6"RAISED CONCRETE PLANTER WITH SEATWALL PERMEABLE BRICK SECTION S A N L U I S O B I S P O C R E E K S L O M A RAILING AND EXISTING WALL (BEYOND) EXISTING SYCAMORE TREES EXISTING WALL EXISTING WALL 6' - 4 " PR O P E R T Y L I N E PR O P E R T Y L I N E GB GB PR O P E R T Y L I N E rrmdesign.com |(805) 543-1794 CONSULTANT AGENCY NO.REVISION DATE PROJECT MANAGER DRAWN BY CHECKED BY DATE PROJECT NUMBER SHEET RRM DESIGN GROUP COPYRIGHT 2026 RRM IS A CALIFORNIA CORPORATION THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. Au t o d e s k D o c s : / / 2 8 0 3 - 0 4 - S L O M A N e t w o r k R e n o v a t i o n / S L O M A _ N e t w o r k R e n o v a t i o n . r v t 10 / 2 7 / 2 0 2 5 3 : 2 5 : 0 5 P M TH I R D S U B M I T T A L F O R P E R M I T T I N G SL O M A - T E N A N T I M P R O V E M E N T 77 8 - 7 8 6 H I G U E R A S T . SA N L U I S O B I S P O , C A 9 3 4 0 1 2803-07-PS25 MARCH 24, 2026 DG PLAN CHECK 1 03/02/261 PLAN CHECK 2 03/24/262 LA N D S C A P E S I T E S E C T I O N / MP AWB MPSITE SECTION A 0 SCALE: feet4812 1/4" = 1'-0" SECTION KEYMAP A L-201 03/30/2026 rrmdesign.com |(805) 543-1794 CONSULTANT AGENCY NO.REVISION DATE PROJECT MANAGER DRAWN BY CHECKED BY DATE PROJECT NUMBER SHEET RRM DESIGN GROUP COPYRIGHT 2026 RRM IS A CALIFORNIA CORPORATION THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. Au t o d e s k D o c s : / / 2 8 0 3 - 0 4 - S L O M A N e t w o r k R e n o v a t i o n / S L O M A _ N e t w o r k R e n o v a t i o n . r v t 10 / 2 7 / 2 0 2 5 3 : 2 5 : 0 5 P M TH I R D S U B M I T T A L F O R P E R M I T T I N G SL O M A - T E N A N T I M P R O V E M E N T 77 8 - 7 8 6 H I G U E R A S T . SA N L U I S O B I S P O , C A 9 3 4 0 1 2803-07-PS25 MARCH 24, 2026 DG PLAN CHECK 1 03/02/261 PLAN CHECK 2 03/24/262 MA T E R I A L S A N D PL A N T P A L E T T E L-301 / MP EE MP WC-01 CONCRETE PLANTER WALL WITH WOOD SEAT WC-02 CONCRETE FLUSH CURB - 8" WIDE WC-03 WEATHERING STEEL PLANTER WITH WOOD SEAT WC-04 WEATHERING STEEL PLANTER EDGING TREX DECKING DECK RAILINGPL-01 3/8" GRAVEL MULCH FR-02 PERFORATED STEEL EQUIPMENT SCREEN BRICK PAVING - PERMEABLE RE-USE OF EXISTING BRICKS, WITH 1/4" JOINTS FILLED WITH NO. 8 STONE PA-01 SITE FURNISHINGS AND MATERIALS PLANT PALETTE ACACIA COGNATA 'COUSIN ITT' LITTLE RIVER WATTLE AEONIUM ARBOREUM 'ATROPURPUREUM' PURPLE TREE AEONIUM ASPARAGUS DENSIFLORUS 'MYERS' MYERS ASPARAGUS FERN CAREX DIVULSA EUROPEAN GREY SEDGE FICUS PUMILA CREEPING FIG PARTHENOCISSUS TRICUSPIDATA BOSTON IVY POLYSTICHUM MUNITUM WESTERN SWORD FERN SEDUM 'AUTUMN JOY' AUTUMN JOY SEDUM SENECIO RADICANS 'FISHHOOKS' SENECIO FISHHOOKS STRELITZIA REGINAE BIRD OF PARADISE TRACHELOSPERMUM JASMINOIDES CHINESE STAR JASMINE FR-03WC-05 DEEPENED CURB WITH BRICK BAND, MORTARED CONCRETE PAVINGBRICK PAVING RE-USE OF EXISTING BRICKS, SAND-SET PA-04PA-02 PA-03 CORDYLINE X 'RENEGADE' RENEGADE CORDYLINE 03/30/2026 SYMBOL MANUFACTURER/MODEL/DESCRIPTION DETAIL HUNTER PCB PCB-25 FLOOD BUBBLER, 1/2IN. FIPT. 10/L-402 SYMBOL MANUFACTURER/MODEL/DESCRIPTION DETAIL HUNTER ICZ-101-25 DRIP CONTROL ZONE KIT. 1IN. ICV GLOBE VALVE WITH 1IN. HY100 FILTER SYSTEM. PRESSURE REGULATION: 25PSI. FLOW RANGE: 2 GPM TO 20 GPM. 150 MESH STAINLESS STEEL SCREEN. 5/L-402 PIPE TRANSITION POINT ABOVE GRADE PIPE TRANSITION POINT FROM PVC LATERAL TO DRIP TUBING WITH RISER TO ABOVE GRADE INSTALLATION. 8/L-402 HUNTER PLD-BV MANUAL FLUSH/SHUT OFF VALVE, BARBED INSERT. TYPICALLY INSTALLED IN 10IN. BOX, WITH ADEQUATE BLANK TUBING TO EXTEND VALVE OUT OF VALVE BOX. USE WITH HDL OR OTHER 3/4IN. DRIPLINE. 7/L-402 HUNTER PLD-AVR PLD-AVR ALLOWS FOR AIR TO ESCAPE A RESIDENTIAL DRIP IRRIGATION SYSTEM TO PREVENT BLOCKAGE AND WATER HAMMERING. 1/2IN. MPT CONNECTION WITH 80 PSI MAXIMUM RATING. 12/L-402 AREA TO RECEIVE DRIP EMITTERS HUNTER HE-B POINT SOURCE DRIP EMITTER WITH SELF PIERCING BARB. COLOR CODED EMITTERS FOR FLOW RATES OF 0.5 GPH, 1.0 GPH, 2.0 GPH, 4.0 GPH, AND 6.0 GPH. CAN BE INSERTED INTO 1/2IN. AND 3/4IN. TUBING AND HAVE PRESSURE COMPENSATING FROM 15 PSI-50 PSI. OPTIONAL DIFFUSER CAP (HE) AVAILABLE. 11/L-402 20 emitters (2 assigned to each 1 gal plant) 20 emitters (2 assigned to each 5 gal plant) SYMBOL MANUFACTURER/MODEL/DESCRIPTION DETAIL HUNTER ICV-G 1IN., 1-1/2IN., 2IN., AND 3IN. PLASTIC ELECTRIC REMOTE CONTROL VALVES, GLOBE CONFIGURATION, WITH NPT THREADED INLET/OUTLET, FOR COMMERCIAL/MUNICIPAL USE. 6/L-402 HUNTER HQ-44RC QUICK COUPLER VALVE, YELLOW RUBBER COVER, RED BRASS AND STAINLESS STEEL, WITH 1IN. NPT INLET, 2-PIECE BODY. 14/L-402 LANDSCAPE PRODUCTS INC. CWV THREADED 1/2IN., 3/4IN., 1IN., 1-1/4IN., 1-1/2IN.,2IN. THREADED PLASTIC BALL VALVE. QUARTER-TURN SHUTOFF DESIGNED FOR IRRIGATION, SPAS, POOLS AND OTHER GENERAL COLD WATER APPLICATIONS. 125 PSI RATING. SAME SIZE AS MAINLINE. 4/L-402 HUNTER ICV-G MASTER VALVE 1" 1", 1-1/2", 2", AND 3" PLASTIC ELECTRIC MASTER VALVE, GLOBE CONFIGURATION, WITH NPT THREADED INLET/OUTLET, FOR COMMERCIAL/MUNICIPAL USE. 2/L-402 FEBCO 825Y LF 1" REDUCED PRESSURE BACKFLOW PREVENTER 1/L-402 HUNTER NODE-BT-200 2-STATION BLUETOOTH CONTROLLER, OUTDOOR, BATTERY POWERED. 5/L-402 HUNTER MINI-CLIK RAIN SENSOR, MOUNT AS NOTED IN DETAIL 13/L-402 HUNTER HFS-100 FLOW SENSOR FOR USE WITH ACC CONTROLLER, 1IN. SCHEDULE 40 SENSOR BODY, 24 VAC, 2 AMP. 3/L-402 STRONG BOX SBBC-22CR LOW PROFILE, TUBE AND WIRE CONSTRUCTION SMOOTH TOUCH SURFACE, COLD ROLLED STEEL, BACKFLOW ENCLOSURE. 23.5IN.L, 28IN.H, 17.75IN.W. 1/L-402 POINT OF CONNECTION 1" TIE INTO EXISTING POINT OF CONNECTION ON SITE, ASSUME 75 PSI TO BE VERIFIED IN FIELD, WATER PURVEYOR: CITY OF SAN LUIS OBISPO IRRIGATION LATERAL LINE: PVC SCHEDULE 40 IRRIGATION MAINLINE: PVC SCHEDULE 40 PIPE SLEEVE: PVC SCHEDULE 40 F A MV BF C RS FS SB POC #" # Valve Number Valve Size Valve Flow Valve Callout # rrmdesign.com |(805) 543-1794 CONSULTANT AGENCY NO.REVISION DATE PROJECT MANAGER DRAWN BY CHECKED BY DATE PROJECT NUMBER SHEET RRM DESIGN GROUP COPYRIGHT 2026 RRM IS A CALIFORNIA CORPORATION THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. Au t o d e s k D o c s : / / 2 8 0 3 - 0 4 - S L O M A N e t w o r k R e n o v a t i o n / S L O M A _ N e t w o r k R e n o v a t i o n . r v t 10 / 2 7 / 2 0 2 5 3 : 2 5 : 0 5 P M TH I R D S U B M I T T A L F O R P E R M I T T I N G SL O M A - T E N A N T I M P R O V E M E N T 77 8 - 7 8 6 H I G U E R A S T . SA N L U I S O B I S P O , C A 9 3 4 0 1 2803-07-PS25 MARCH 24, 2026 DG PLAN CHECK 1 03/02/261 PLAN CHECK 2 03/24/262 IR R I G A T I O N S C H E D U L E , N O T E S , AN D M W E L O C A L C U L A T I O N S / MP AWB MP 1.ALL IRRIGATION EQUIPMENT SHALL BE INSTALLED PER THESE DRAWINGS AND MANUFACTURER'S RECOMMENDATIONS. IF CONFLICTS OCCUR, MANUFACTURER'S DETAILS SHALL TAKE PRECEDENCE. 2.IRRIGATION PLAN IS DIAGRAMMATIC. FINAL LOCATION OF PIPING WILL BE DETERMINED AT THE TIME OF INSTALLATION. MAINLINE AND LATERALS SHALL BE PLACED IN THE SAME TRENCH WHEN POSSIBLE. ALL Q.C. VALVES ARE TO BE LOCATED 12" FROM SIDEWALKS, CURBS, ASPHALT & CONCRETE SURFACES. 3.ALL EQUIPMENT REQUIRED BUT NOT SPECIFIED ON THE DRAWING, TO COMPLETE THE WORK, SHALL BE PROVIDED BY THE IRRIGATION CONTRACTOR. 4.INSTALL ALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND/OR SPECIFICATIONS. 5.CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE PLANS AND SITE CONDITIONS PRIOR TO BEGINNING WORK. SHOULD CONFLICTING INFORMATION BE FOUND ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE PROJECT LANDSCAPE ARCHITECT BEFORE PROCEEDING WITH THE WORK IN QUESTION. 6.DO NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY AT NO EXPENSE TO THE OWNER. 7.SPLICING OF 24 VOLT WIRES WILL NOT BE PERMITTED EXCEPT IN VALVE BOXES. LEAVE A 24" COIL OF EXCESS WIRE AT EACH SPLICE. LABEL ALL WIRES W/ WATERPROOF MARKERS AT ALL SPLICES AND VALVE MANIFOLDS 8.CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ALL MATERIAL APPEARING ON PLAN. 9.PROVIDE PVC SHUTOFF VALVES IN LOCATIONS PER PLAN. 10.ALL EXISTING UTILITIES AND WATER LINES SHALL REMAIN CONNECTED AND IN FULL CONTINUOUS OPERATION DURING AND FOLLOWING ALL CONTRACT WORK. 11.CONTRACTOR SHALL SLEEVE ALL PIPE CROSSINGS UNDER HARDSCAPE. ALL SLEEVES SHALL BE TWICE THE DIAMETER OF THE PIPE CARRIED WITHIN. EXTEND ALL SLEEVES 18" BEYOND EDGE OF HARDSCAPE, TYP. 12.ALL NEW IRRIGATION BOXES, AND ADDITIONAL BOXES SHALL BE LOCATED IN PLANTING AREAS 18" MIN. AWAY FROM ADJACENT PAVING AND 5' MIN. AWAY FROM IMMEDIATE BUILDING ENTRIES. 13.FOR ALL DRIP AREAS: CONTRACTOR TO INSTALL AIR RELIEF VALVES AND FLUSH VALVES IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 14.CONTROL VALVE SHALL BE TAGGED WITH IDENTIFICATION TAGS. TAGS SHALL BE WEATHERPROOF PLASTIC, IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR. IRRIGATION NOTES 1.PROJECT INFORMATION - SEE ARCHITECTURE SHEETS FOR ALL INFORMATION INCLUDING, DATE, PROJECT APPLICANT AND OWNER, AND ADDRESS. SHRUBS, GRASSES, AND GROUNDCOVERS - 461 SF TREES (25 SF PER TREE, 5 PROPOSED) - 125 SF TOTAL ON-SITE LANDSCAPE AREA: 586 SF ESTIMATED TOTAL WATER USE (ETWU): 6,905 GAL/YR MAXIMUM APPLIED WATER ALLOWANCE (MAWA): 8,126 GAL/YR 2.PROJECT TYPE - NEW CONSTRUCTION 3.WATER SUPPLY - POTABLE PER CITY OF SAN LUIS OBISPO 4.CHECKLIST OF ALL DOCUMENTS IN LANDSCAPE DOCUMENT PACKAGE: X LANDSCAPE DESIGN PLAN - INCLUDED IN THESE LANDSCAPE DRAWINGS X IRRIGATION DESIGN PLAN - INCLUDED IN THESE LANDSCAPE DRAWINGS X GRADING DESIGN PLAN - PER CIVIL SHEETS 5.WATER BUDGET CALCULATIONS (MAWA) AND (ETWU) - SEE ABOVE AND SPREADSHEET AT LEFT. 6.I AGREE TO COMPLY WITH THE REQUIREMENTS OF MWELO. ___________________________________________________ LANDSCAPE ARCHITECT | CA LICENSE NUMBER #6432 CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING ITEMS: HTTP://WWW.WATER.CA.GOV/WATERUSEEFFICIENCY/DOCS/MWELO09-10-09.PDF 1.COMPOSTING INCORPORATE COMPOST AT A RATE OF AT LEAST FOUR CUBIC YARDS PER 1,000 SQUARE FEET TO A DEPTH OF SIX INCHES INTO LANDSCAPE AREA - UNLESS CONTRA-INDICATED BY A SOILS REPORT. 2.PLANT MATERIAL INSTALL CLIMATE ADAPTED PLANTS THAT REQUIRE OCCASIONAL, LITTLE OR NO SUMMER WATER (AVERAGE WUCOLS PLANT FACTOR 0.3) FOR 75% OF THE PLANT AREA EXCLUDING EDIBLES AND AREAS USING RECYCLED WATER. 3.IRRIGATION SYSTEM SHALL COMPLY WITH THE FOLLOWING: AUTOMATIC IRRIGAITON CONTROLLERS ARE REQUIRED AND MUST USE EVAPOTRANSPIRATION OR SOIL MOISTURE SENSOR DATA AND UTILIZE A RAIN SENSOR. IRRIGATION CONTROLLERS SHALL BE A TYPE WHICH DOES NOT LOSE PROGRAMMING DATA IN THE EVENT THE PRIMARY POWER SOURCE IS INTERRUPTED. PRESSURE REGULATORS SHALL BE INSTALLED ON THE IRRIGATION SYSTEM O ENSURE THE DYNAMIC PRESSURE OF THE SYSTEM IS WITHIN THE MANUFACTURES RECOMMENDED PRESSURE RANGE. ALL IRRIGAITON EMIISION DVICES MUST MEET THE REQUIREMENTS SET IN THE ANSI STANDARD, ASABE/ICC 802-2014 “LANDSCAPE IRRIGATION SPRINKLER AND EMITTER STANDARD,” ALL SPRINKLER HEADS INSTALLED IN THE LANDSCAPE MUST DOCUMENT A DISTRIBUTION UNIFORMITY LOW QUARTER OF 0.65 OR HIGHER USING THE PROTOCOL DEFINED IN ASABE/ICC 802-2014. AREAS LESS THAN TEN (10) FEET IN WIDTH IN ANY DIRECTION SHALL BE IRRIGATED WITH SUBSURFACE IRRIGATION OR OTHER MEANS THAT PRODUCES NO RUNOFF OR OVERSPRAY. 4.FINAL INSPECTION AT THE TIME OF FINAL INSPECTION, THE CONTRACTOR MUST PROVIDE THE OWNER OF THE PROPERTY WITH A CERTIFICATE OF COMPLETION, CERTIFICATE OF INSTALLATION, IRRIGATION SCHEDULE AND A SCHEDULE OF LANDSCAPE AND IRRIGATION MAINTENANCE. MWELO COMPLIANCE WATER USE CALCULATIONS IRRIGATION SCHEDULE L-400 03/30/2026 SYMBOL MANUFACTURER/MODEL/DESCRIPTION DETAIL HUNTER PCB PCB-25 FLOOD BUBBLER, 1/2IN. FIPT. 10/L-402 SYMBOL MANUFACTURER/MODEL/DESCRIPTION DETAIL HUNTER ICZ-101-25 DRIP CONTROL ZONE KIT. 1IN. ICV GLOBE VALVE WITH 1IN. HY100 FILTER SYSTEM. PRESSURE REGULATION: 25PSI. FLOW RANGE: 2 GPM TO 20 GPM. 150 MESH STAINLESS STEEL SCREEN. 5/L-402 PIPE TRANSITION POINT ABOVE GRADE PIPE TRANSITION POINT FROM PVC LATERAL TO DRIP TUBING WITH RISER TO ABOVE GRADE INSTALLATION. 8/L-402 HUNTER PLD-BV MANUAL FLUSH/SHUT OFF VALVE, BARBED INSERT. TYPICALLY INSTALLED IN 10IN. BOX, WITH ADEQUATE BLANK TUBING TO EXTEND VALVE OUT OF VALVE BOX. USE WITH HDL OR OTHER 3/4IN. DRIPLINE. 7/L-402 HUNTER PLD-AVR PLD-AVR ALLOWS FOR AIR TO ESCAPE A RESIDENTIAL DRIP IRRIGATION SYSTEM TO PREVENT BLOCKAGE AND WATER HAMMERING. 1/2IN. MPT CONNECTION WITH 80 PSI MAXIMUM RATING. 12/L-402 AREA TO RECEIVE DRIP EMITTERS HUNTER HE-B POINT SOURCE DRIP EMITTER WITH SELF PIERCING BARB. COLOR CODED EMITTERS FOR FLOW RATES OF 0.5 GPH, 1.0 GPH, 2.0 GPH, 4.0 GPH, AND 6.0 GPH. CAN BE INSERTED INTO 1/2IN. AND 3/4IN. TUBING AND HAVE PRESSURE COMPENSATING FROM 15 PSI-50 PSI. OPTIONAL DIFFUSER CAP (HE) AVAILABLE. 11/L-402 20 emitters (2 assigned to each 1 gal plant) 20 emitters (2 assigned to each 5 gal plant) SYMBOL MANUFACTURER/MODEL/DESCRIPTION DETAIL HUNTER ICV-G 1IN., 1-1/2IN., 2IN., AND 3IN. PLASTIC ELECTRIC REMOTE CONTROL VALVES, GLOBE CONFIGURATION, WITH NPT THREADED INLET/OUTLET, FOR COMMERCIAL/MUNICIPAL USE. 6/L-402 HUNTER HQ-44RC QUICK COUPLER VALVE, YELLOW RUBBER COVER, RED BRASS AND STAINLESS STEEL, WITH 1IN. NPT INLET, 2-PIECE BODY. 14/L-402 LANDSCAPE PRODUCTS INC. CWV THREADED 1/2IN., 3/4IN., 1IN., 1-1/4IN., 1-1/2IN.,2IN. THREADED PLASTIC BALL VALVE. QUARTER-TURN SHUTOFF DESIGNED FOR IRRIGATION, SPAS, POOLS AND OTHER GENERAL COLD WATER APPLICATIONS. 125 PSI RATING. SAME SIZE AS MAINLINE. 4/L-402 HUNTER ICV-G MASTER VALVE 1" 1", 1-1/2", 2", AND 3" PLASTIC ELECTRIC MASTER VALVE, GLOBE CONFIGURATION, WITH NPT THREADED INLET/OUTLET, FOR COMMERCIAL/MUNICIPAL USE. 2/L-402 FEBCO 825Y LF 1" REDUCED PRESSURE BACKFLOW PREVENTER 1/L-402 HUNTER NODE-BT-200 2-STATION BLUETOOTH CONTROLLER, OUTDOOR, BATTERY POWERED. 5/L-402 HUNTER MINI-CLIK RAIN SENSOR, MOUNT AS NOTED IN DETAIL 13/L-402 HUNTER HFS-100 FLOW SENSOR FOR USE WITH ACC CONTROLLER, 1IN. SCHEDULE 40 SENSOR BODY, 24 VAC, 2 AMP. 3/L-402 STRONG BOX SBBC-22CR LOW PROFILE, TUBE AND WIRE CONSTRUCTION SMOOTH TOUCH SURFACE, COLD ROLLED STEEL, BACKFLOW ENCLOSURE. 23.5IN.L, 28IN.H, 17.75IN.W. 1/L-402 POINT OF CONNECTION 1" TIE INTO EXISTING POINT OF CONNECTION ON SITE, ASSUME 75 PSI TO BE VERIFIED IN FIELD, WATER PURVEYOR: CITY OF SAN LUIS OBISPO IRRIGATION LATERAL LINE: PVC SCHEDULE 40 IRRIGATION MAINLINE: PVC SCHEDULE 40 PIPE SLEEVE: PVC SCHEDULE 40 F A MV BF C RS FS SB POC #" # Valve Number Valve Size Valve Flow Valve Callout # SD S D SD S D SD S D S D S D S D SD S D SD S D S D S D S D SD S D SD S D SD S D S D SD S D SD SD SD S D S D SD S D SD SD SD S D S D SD S D SD SD SD S D S D SD S D S D S D SD S D SD S D S D S D S D S D S D SD SD SD SD SD SD SD SD S D SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D SD SD SD SD SD SD SD SD //////// // // // // // // // ////// PR O P E R T Y L I N E PR O P E R T Y L I N E C O N C R E T E P A D (N O T A P A R T) (E) P A R K I N G L O T T H E W A R D E N B L O C K T O W A R D E N B R I D G E W I C K E N D E N B U I L D I N G S L O M A S L O M A S A N L U I S O B I S P O C R E E K PR O P E R T Y L I N E #3 #5 #7#8 #9 #10 #11 #14 110.9 1" POINT OF CONNECTION POC MV BF FS HB LOCATE EXISTING POC - POTABLE WATER AVAILABLE PRESSURE: 75 PSI ASSUMED WATER PURVEYOR: CITY OF SAN LUIS OBISPO 34" C 3 4" RS SB 34" 3 4" 22.5 1" 1" 1"1" 1" 34" 3 4" 34" 3 4" 3 4" 34" 34"34" 34"3 4" 3 4" BOTH LATERALS IN SLEEVE SHALL BE FASTENED UNDER DECK APPROXIMATE LOCATION OF NEW HOSE BIBB, INSTALL ON WATER LINE STUB OUT FROM BUILDING PER PLUMBING PLANS BOTH LATERALS IN SLEEVE SHALL BE FASTENED UNDER DECK EXISTING TREE TO REMAIN, TYP. INSTALL IRRIGATION CONTROLLER ON VALVE PER DETAIL 5/L-402 EXERCISE CAUTION WHEN TRENCHING BENEATH EXISTING TREES. ALL TRENCHING TO BE HAND DUG. ADJUST LOCATION OF LATERALS IF ROOTS ARE ENCOUNTERED DURING TRENCHING, TYP. INSTALL IRRIGATION WEATHER SENSOR ON BACK OF STRING LIGHT POLE, WIRE BACK TO CONTROLLER APPROXIMATE LOCATION OF EXISTING PG&E ELECTRICAL PANELS ATRIUM GRATE, SEE CIVIL SHEETS , TYP. CATCH BASIN FOR ROOF DOWNSPOUT, SEE CIVIL SHEETS , TYP. CATCH BASIN FOR ROOF DOWNSPOUT, SEE CIVIL SHEETS , TYP. EXISTING SHRUBS TO REMAIN, TYP. BOTH LATERALS IN SLEEVE, TYP. BORE THROUGH EXISTING WALL TO RECEIVE LATERAL SLEEVE BOTH LATERALS IN SLEEVE, TYP. EXISTING SHRUB TO REMAIN, TYP. STRING LIGHT POST 3 4"3 4" 34" 34" 3 4" rrmdesign.com |(805) 543-1794 CONSULTANT AGENCY NO.REVISION DATE PROJECT MANAGER DRAWN BY CHECKED BY DATE PROJECT NUMBER SHEET RRM DESIGN GROUP COPYRIGHT 2026 RRM IS A CALIFORNIA CORPORATION THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. Au t o d e s k D o c s : / / 2 8 0 3 - 0 4 - S L O M A N e t w o r k R e n o v a t i o n / S L O M A _ N e t w o r k R e n o v a t i o n . r v t 10 / 2 7 / 2 0 2 5 3 : 2 5 : 0 5 P M TH I R D S U B M I T T A L F O R P E R M I T T I N G SL O M A - T E N A N T I M P R O V E M E N T 77 8 - 7 8 6 H I G U E R A S T . SA N L U I S O B I S P O , C A 9 3 4 0 1 2803-07-PS25 MARCH 24, 2026 DG PLAN CHECK 1 03/02/261 PLAN CHECK 2 03/24/262 IR R I G A T I O N P L A N / MP AWB MP IRRIGATION SCHEDULE 0 SCALE: feet4812 1/4" = 1'-0"L-401 03/30/2026 rrmdesign.com |(805) 543-1794 CONSULTANT AGENCY NO.REVISION DATE PROJECT MANAGER DRAWN BY CHECKED BY DATE PROJECT NUMBER SHEET RRM DESIGN GROUP COPYRIGHT 2026 RRM IS A CALIFORNIA CORPORATION THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. Au t o d e s k D o c s : / / 2 8 0 3 - 0 4 - S L O M A N e t w o r k R e n o v a t i o n / S L O M A _ N e t w o r k R e n o v a t i o n . r v t 10 / 2 7 / 2 0 2 5 3 : 2 5 : 0 5 P M TH I R D S U B M I T T A L F O R P E R M I T T I N G SL O M A - T E N A N T I M P R O V E M E N T 77 8 - 7 8 6 H I G U E R A S T . SA N L U I S O B I S P O , C A 9 3 4 0 1 2803-07-PS25 MARCH 24, 2026 DG PLAN CHECK 1 03/02/261 PLAN CHECK 2 03/24/262 IR R I G A T I O N D E T A I L S / MP AWB MP FG 12" FLOW BRASS WYE STRAINER WITH SCREEN BACKFLOW PREVENTOR STAINLESS STEEL ENCLOSURE BRASS UNION, TYP. (3) PLACES 8" THICK x 12" WIDE CONCRETE PAD (LENGTH VARIES PER ENCLOSURE MANUFACTURER) SLOPE TO DRAIN AT MINIMUM 2%. FROM WATER SOURCE LINE TO SYSTEMS FLOW BACKFLOW PREVENTER WITH STEEL ENCLOSURE 1 1/2" = 1'-0" BRASS NIPPLE - TYPICAL. (2) PLACES 90% RELATIVE COMPACTED SUBGRADE SLEEVE THRU CONCRETE, TYPICAL. PRESSURE REGULATOR BRASS 90° ELL - TYPICAL (2) PLACES BRASS NIPPLE - TYPICAL (4) PLACES BACKFLOW PREVENTOR ASSEMBLY 1/3 CU FT CONCRETE THRUST BLOCKS - TYPICAL (2) PLACES BRASS 90 ELL - TYPICAL (2) PLACES 1. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF 24" FROM ANY STRUCTURES OR HARDSCAPING. 2. WHEN UNIT IS NEXT TO A STRUCTURE (ie. WALL, BUILDING, ETC.) MOUNT TEST COCKS ON OPEN OR NON-STRUCTURE SIDE. 12 " MI N . NOTES: RED BRASS PIPE RED BRASS PIPE RRM-2800-2803.07-43 1 30-INCH LINEAR LENGTH OF WIRE, COILED WATER PROOF CONNECTION (1 OF 2) ID TAG VALVE BOX. SET 1" ABOVE FINISH GRADE IN TURF AREAS. SET 2" ABOVE FINISH GRADE IN PLANTER AREAS. SET FLUSH WITH GRADE IN HARDSCAPE AREAS. TOP OF GRADE BRICK (1 OF 4) SCH 80 MAINLINE PIPE AND FITTINGS FROM BACKFLOW PREVENTOR. 3" MIN. DEPTH OF 3/4" WASHED CRUSHED AGGREGATE BASE. ONE (1) CUBIC FT. MIN. NOTE: PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. PVC UNION MASTER REMOTE CONTROL VALVE CONTROLLER WIRE (WHITE COMMON) CONTROLLER WIRE (NON-WHITE HOT). WIRE TO MASTER VALVE STATION ON CONTROLLER(S). TO DISTRIBUTION AREAS FLOW DIRECTION SCH 80 PVC 45° ELL SCH 80 PVC NIPPLE SCH 80 PVC NIPPLE MAINLINE SIZE PER PLAN NATIVE SOIL/TOPSOIL MASTER VALVE 3/4" = 1'-0" STANDARD 17"x30" MIN. 15 " M I N . 2 RRM-2800-2803.07-33 NOTES: 1. CONTRACTOR SHALL WIRE FLOW SENSOR TO IRRIGATION CONTROLLER MODULE. 2. FLOW SENSOR MAKE AND MODEL SHALL BE COMPATIBLE WITH IRRIGATION CONTROLLER. 3. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. FLOW 5 X PIPE DIA.10 X PIPE DIA. JUMBO PLASTIC VALVE BOX WITH 2 - 6" EXTENSIONS & LOCKING COVER. BRICKS. ONE AT EACH CORNER OF JUMBO VALVE BOX. 12" DEEP 3 4" CRUSHED AGGREGATE BASE 2 CONDUCTOR SHIELDED CABLES. CONNECT TO TRANSMITTER. FLOW SENSOR. MATCH DIRECTION OF FLOW. SCH 80 PVC MALE ADAPTERS, WHEN REQUIRED (2). WATERPROOF CONNECTORS. FLOW NO VALVES, REDUCERS, OR ELBOWS IN THIS AREA FLOW SENSOR 3/4" = 1'-0" 10" MIN. 10 " M I N . 5" TOP OF GRADE JUMBO VALVE BOX VALVE BOX EXTENSION MAINLINE SIZE PER PLAN 3 RRM-2800-2803.07-30 PRESSURIZED MAINLINE PVC PIPE. 12" DEEP 3/4" CRUSHED AGGREGATE BASE SCHEDULE 40 PVC MALE ADAPTER. COMMON BRICKS FOR SUPPORT. MIN. THREE. BALL VALVE. CENTER IN BOX EXTENSION FOR 12" METER BOX. SIZE AS REQUIRED. 12" ROUND METER BOX. NOTES: 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. ISOLATION (BALL) VALVE 1" = 1'-0" TOP OF GRADE VALVE BOX WITH LOCKABLE LID 4 RRM-2800-2803.07-19 PVC SCH 40 LATERAL LINE TO DRIP TUBING, 18" LENGTH MINIMUM BEFORE FIRST FITTING. VALVE BOX WITH LOCKABLE LID INLINE PRESSURE REGULATOR ELECTRIC REMOTE CONTROL VALVE, SEE IRRIGATION LEGEND FOR TYPE. COMMON BRICK, ONE AT EACH CORNER FOR SUPPORT. TOP OF GRADE INLINE WYE FILTER, SEE IRRIGATION LEGEND FOR TYPE. PRESSURIZED MAINLINE PIPE. SEE PLAN FOR SIZE IRRIGATION CONTROLLER (NODE-BT) AND MOUNTING HARDWARE PER MANUFACTURER COIL 18" LENGTH OF EXCESS CONTROL WIRE AND SPLICE WITH WATER-TIGHT SPLICE CONNECTORS. WIRE TO ALL VALVES 12 " 26" (JUMBO) DRIP ZONE VALVE WITH CONTROLLER 1/2" = 1'-0" 12" DEEP 3/4" CRUSHED AGGREGATE BASE ID T A G SCHEDULE 40 PVC MALE ADAPTER SCHEDULE 40 PVC MALE ADAPTER BALL VALVE 5 RRM-2800-2803.07-54 1 1/2" = 1'-0" DRIP FLUSH VALVE 10" DIAMETER VALVE BOX. COIL 24" TO 30" OF DRIP TUBING IN THE BOX. 3 4" PVC BALL VALVE WITH SHORT NIPPLE. 12" DRIP TUBING. 12" DEEP 3/4" CRUSHED AGGREGATE BASE 12" DRIP TUBING TO 3 4" FPT ADAPTER. TOP OF GRADE NOTES: 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 7 RRM-2800-2803.07-28 3" = 1'-0" DRIP AIR RELIEF VALVE IN BOX 3 4"X1"MPT ADAPTER. 1" FPTXMPT ELL. AS SPECIFIED. AIR RELIEF VALVE DRIPLINE OR 1/2" DRIP TUBING. 3 4"FPT X 12" DRIP TUBING ADAPTER. DRIP TUBING COUPLING. 6" DRIP BOX. 12" DEEP 3/4" CRUSHED AGGREGATE BASE TOP OF GRADE NOTES: 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. RRM-2800-2803.07-09 12 1 1/2" = 1'-0" TYPICAL DRIP TUBING LAYOUT COMPRESSION FITTING. PLANT GRAPHIC DRIPLINE EDGE. METAL 1/2" DRIP TUBING STAKE. SINGLE-OUTLET EMITTER WITH BARB INLET. STAKE EMITTERS AT END OF LINE ON 12" DRIP STAKE. TYPICAL COMPRESSION FITTING. NOTES: A.PLACE EMITTERS 3 4 BETWEEN THE TRUNK AND OUTER DRIPLINE. B.EVENLY SPACE EMITTERS AROUND PLANT. C.STAKE THE DRIP TUBING AT EACH TEE, ELL, COUPLER, AT EACH EMITTER OR TRANSFER, AND AT 6'-0" MAX O.C. D.1/4" 'SPAGHETTI' TUBING IS NOT PERMITTED. E.SEE SCHEDULE FOR NUMBER OF EMITTERS PER PLANT. 1/2" FLEXIBLE DRIP TUBING RRM-2800-2803.07-11 11 MAINLINE COMBINED WITH LATERAL LINE MAINLINE WITH CONTROL WIRELATERAL LINE 2" M I N . 4" CV R . LI F T 2 LI F T 3 4" 2" MI N . LI F T 3 LI F T 2 CV R . 12 " M I N . F O R LA T E R A L S LATERAL LINE TRACER TAPE 3 x's DIA OF MAINLINE SAND COVER PRESSURE LINE POSITION CONTROL WIRES IN LOWER LEFT OR RIGHT HAND QUADRANT OF MAINLINE. TAPE WIRE AT 10' INTERVALS; DO NOT SECURE TO MAINLINE. SAND BED 3 x's DIA OF LATERAL LINE WATER JET BEDDING AND BACKFILL FOR PIPELINE INSTALLATION. TYPICAL FOR ALL NATURAL EARTH BACKFILL. LATERAL LINE TRACER TAPE SAND COVER PRESSURE (MAIN)LINE POSITION CONTROL WIRES IN LOWER LEFT OR RIGHT HAND QUADRANT OF MAINLINE. TAPE WIRE AT 10' INTERVALS; DO NOT SECURE TO MAINLINE. SAND BED 3 X'S DIA. OF MAINLINE NOTES: 1. PIPE BEDDING AND BACKFILL SHALL BE WATER JETTED TO ACHIEVE PROPER DENSIFICATION. 2. PIPE AND CONTROL WIRE CROSSING VECHICULAR ROADWAY SHALL BE SLEEVED PER PLANS AND THIS DETAIL 3. ELECTRICAL SLEEVE: 3" MIN; LARGER IF REQUIRED BY INSPECTOR. 4. IRRIGATION SLEEVE: TWO PIPE SIZES LARGER THAN WATER PIPE SIZE. 5. SHOW ALIGNMENT OF ALL CONTROL WIRE NOT INSTALLED WITH MAINLINE ON AS-BUILT DRAWINGS. FG CONTROL WIRE SEPARATE FROM PIPE SA M E A S L A T E R A L TRACER TAPE 1/2" CLASS 315 P.V.C. PIPE (NOT AN IRRIGATION LINE) DE P T H WIRE TAPED AT 10' O.C. TO LOWER HALF OF PIPE 30 " F O R M A I N L I N E 4 " A N D U P 24 " F O R M A I N L I N E U P T O 3 " 30 " F O R M A I N L I N E 4 " A N D U P 24 " F O R M A I N L I N E U P T O 3 " BACKFILL MATERIAL 12 " BACKFILL MATERIAL TRENCHING 1" = 1'-0"9 RRM-2800-2803.07-35 3" = 1'-0" RIGID PVC TO DRIPLINE TRANSITION 1/2" DRIP TUBING. 3 4"FPT X 12" DRIP TUBING ADAPTER. COMPRESSION TEE. 6" DRIP BOX. 3 4" SCHEDULE 80 NIPPLE AS REQUIRED. PVC LATERAL LINE. 12" DEEP 3/4" CRUSHED AGGREGATE BASE TOP OF GRADE NOTES: 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. RRM-2800-2803.07-25 8 WIRELESS WEATHER SENSOR 1/2" = 1'-0" WEATHER SENSOR. BUILDING (OPTION #1) MOUNTING BRACKET PER MANUFACTURER. FENCE (OPTION #2) POST PER PLAN. (OPTION #3) 6' - 0 " NOTES: 1. INSTALL WEATHER SENSOR CLEAR FROM OVERHEAD PROJECTIONS AT A MINIMUM ELEVATION OF 6' FROM THE GROUND. UTILIZE MANUFACTURER'S ACCESSORY CLIPS AND MOUNTING EQUIPMENT. 2. WEATHER SENSOR SHALL BE INSTALLED ON BUILT STRUCTURES PER OPTION #1 WHERE POSSIBLE. WHERE NO BUILT STRUCTURES ARE AVAILABLE, INSTALLATION SHALL BE PER OPTION #2. OPTION #3 SHALL BE UTILIZED ONLY WHEN THE OTHER TWO OPTIONS ARE NOT VIABLE. 3. INSTALL WEATHER SENSOR WITHIN RANGE OF RECEIVER MODULE. RRM-2800-2803.07-22 13 1 1/2" = 1'-0" QUICK COUPLING VALVE IN BOX FL U S H I N L A W N A R E A S . 2" I N S H R U B A R E A S . NIPPLE 12" PVC SCHEDULE 80 12" MAX QCV 2" M A X . 1" M I N . 6" MIN. STEEL CLAMPS TWO STAINLESS THREE PVC SCH 80 ELLS. STEEL PIPE 1/2" X 36" GALV NIPPLE 3" PVC SCHEDULE 80 GALV. NIPPLE, LENGTH AS REQ. AGGREGATE BASE 12" DEEP 3/4" CRUSHED SPECIFIED QUICK COUPLING VALVE AS TOP OF GRADE WITH 2" HIGH CHARACTERS HEAD BRAND "QCV" ON LID 10" DIAMETER VALVE BOX. NOTES: 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. RRM-2800-2803.07-12 14 L-402 SCH 80 NIPPLE (2-INCH LENGTH, HIDDEN) AND SCH 40 ELL 24-INCH LINEAR LENGTH OF WIRE, COILED WATER PROOF CONNECTION (1 OF 2) ID TAG 4" MA X . VALVE BOX WITH LOCKABLE LID TOP OF GRADE REMOTE CONTROL VALVE PVC SCH 80 NIPPLE. SIZE PER PLAN. LENGTH AS REQUIRED. BRICK (1 OF 4) SCH 40 PVC ELL FITTING PVC MAINLINE PIPE PVC SCH 40 TEE OR ELL PVC SCH 40 MALE ADAPTER PVC UNION 12" DEEP 3/4" CRUSHED AGGREGATE BASE NOTES: 1. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. BALL VALVE (LINE SIZED) REMOTE CONTROL VALVE 1" = 1'-0"RRM-2800-2803.07-97 6 PLAN VIEW TREE BUBBLERS 1/2" = 1'-0" B B 1/2" FNPT BUBBLERS, 2 PER TREE. LOCATE ON OPPOSITE SIDE OF WOOD STAKES. ADJUST TO WET THE ROOT BALL AND AMENDED SOIL AREA WITHOUT SPRAYING THE TRUNK OF TREE. 1/2 " FUNNY PIPE. LENGTH VARIES (SUBGRADE) PVC TEE FITTING (SUBGRADE) PVC LATERAL LINE FROM REMOTE CONTROL VALVE (SUBGRADE) ROOT BALL OF TREE AMENDED BACKFILL MIX PER PLANTING PLANS WOOD LODGEPOLES, PER PLANTING PLANS, WHERE APPLICABLE CROWN OF TREE PVC ELL FNPT / SLIP FITTING (SUBGRADE) 1/2 " FUNNY PIPE WITH MALE THEADED 1/2" MNPT / 1/2" BARB FITTINGS, EACH END. 30" EXPOSED ABOVE GROUND MIN. TO ALLOW FOR ADJUSTMENT AS TREE MATURES. USE SOD STAPLES TO SECURE 1/2" FUNNY PIPE TO SOIL SURFACE AT 18" O.C. MAX. 10 RRM-2800-2803.07-76 03/30/2026 SYMBOL QTY BOTANICAL NAME COMMON NAME CONT WUCOLS TREES 1 ACER MACROPHYLLUM BIG LEAF MAPLE 24" BOX LOW 1 HYMENOSPORUM FLAVUM SWEETSHADE 24" BOX LOW 1 PLATANUS RACEMOSA 'ROBERTS'ROBERTS CALIFORNIA SYCAMORE 36" BOX MODERATE 1 PRUNUS ILICIFOLIA HOLLYLEAF CHERRY 24" BOX LOW 1 UMBELLULARIA CALIFORNICA BAY LAUREL 24" BOX LOW SHRUBS 8 ACACIA COGNATA 'COUSIN ITT'LITTLE RIVER WATTLE 1 GAL LOW 31 AEONIUM ARBOREUM `ATROPURPUREUM`PURPLE TREE AEONIUM 1 GAL LOW 13 ASPARAGUS DENSIFLORUS 'MYERS'MYERS ASPARAGUS FERN 5 GAL MODERATE 42 CAREX DIVULSA EUROPEAN GREY SEDGE 1 GAL LOW 6 CORDYLINE X 'RENEGADE'RENEGADE CORDYLINE 1 GAL LOW 5 FICUS PUMILA CREEPING FIG 1 GAL MODERATE 5 PARTHENOCISSUS TRICUSPIDATA BOSTON IVY 1 GAL LOW 9 POLYSTICHUM MUNITUM WESTERN SWORD FERN 1 GAL MODERATE 6 SEDUM X 'AUTUMN JOY'AUTUMN JOY SEDUM 1 GAL LOW 9 SENECIO RADICANS `FISHHOOKS`SENECIO FISHHOOKS 1 GAL LOW 2 STRELITZIA REGINAE BIRD OF PARADISE 5 GAL MODERATE 4 TRACHELOSPERMUM JASMINOIDES CHINESE STAR JASMINE 5 GAL MODERATE rrmdesign.com |(805) 543-1794 CONSULTANT AGENCY NO.REVISION DATE PROJECT MANAGER DRAWN BY CHECKED BY DATE PROJECT NUMBER SHEET RRM DESIGN GROUP COPYRIGHT 2026 RRM IS A CALIFORNIA CORPORATION THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. Au t o d e s k D o c s : / / 2 8 0 3 - 0 4 - S L O M A N e t w o r k R e n o v a t i o n / S L O M A _ N e t w o r k R e n o v a t i o n . r v t 10 / 2 7 / 2 0 2 5 3 : 2 5 : 0 5 P M TH I R D S U B M I T T A L F O R P E R M I T T I N G SL O M A - T E N A N T I M P R O V E M E N T 77 8 - 7 8 6 H I G U E R A S T . SA N L U I S O B I S P O , C A 9 3 4 0 1 2803-07-PS25 MARCH 24, 2026 DG PLAN CHECK 1 03/02/261 PLAN CHECK 2 03/24/262 PL A N T I N G D E T A I L S A N D N O T E S / MP AWB MP PLANTING SCHEDULE 1.CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE PLANS AND SITE CONDITIONS PRIOR TO BEGINNING WORK. SHOULD CONFLICTING INFORMATION BE FOUND ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE PROJECT LANDSCAPE ARCHITECT BEFORE PROCEEDING WITH THE WORK IN QUESTION. 2.PLANT LIST IS FOR CONVENIENCE OF CONTRACTOR ONLY. IN CASE OF DISCREPANCIES BETWEEN THE PLANS AND THE LIST, PLANS SHALL PREVAIL. PLANT LOCATIONS SHOWN ON THE PLANS ARE DIAGRAMMATIC. CONTRACTOR SHALL LOCATE ALL PLANT MATERIAL UNDER THE DIRECTION OF THE AUTHORIZED REPRESENTATIVE PRIOR TO PLANTING HOLE EXCAVATION. 3.THE REPRESENTATIVE RESERVES THE RIGHT TO MAKE SUBSTITUTIONS, ADDITIONS, AND DELETIONS TO THE PLANTING LAYOUT AS WORK PROGRESSES. 4.ALTERNATE DROUGHT TOLERANT PLANTS ARE ACCEPTABLE BASED UPON APPROVAL FROM AUTHORIZED REPRESENTATIVE. 5. BACKFILL PLANTING HOLES WITH MIXTURE OF 50% EXISTING SOIL AND 50% COMPOST. ALL LANDSCAPED AREAS TO RECEIVE MIN. 3" GRAVEL MULCH. 6.PLANT LOCATIONS ON THE PLANS ARE DIAGRAMMATIC. CONTRACTOR SHALL LOCATE ALL PLANT MATERIAL UNDER THE SUPERVISION THE AUTHORIZED REPRESENTATIVE PRIOR TO PLANTING HOLE EXCAVATION. 7.REPRESENTATIVE RESERVES THE RIGHT TO MAKE SUBSTITUTIONS, ADDITIONS, AND DELETIONS TO THE PLANTING LAYOUT AS WORK PROGRESSES. 8.CONTRACTOR TO VERIFY IRRIGATION EQUIPMENT IS IN SUFFICIENT WORKING ORDER PRIOR TO INSTALLATION OF PLANT MATERIALS. 9.CONTRACTOR SHALL NOT INSTALL ANY PLANTING UNTIL THE FOLLOWING ARE COMPLETED: 1. THE IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL. 2. HYDROSTATIC PRESSURE TESTS SHALL BE PERFORMED ON MAIN AND LATERAL LINES. 3. CONTROLLER SHALL BE FULLY OPERATIONAL. 10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF PUBLIC AND PRIVATE PROPERTY IN THE VICINITY OF HIS WORK, AND SHALL EXERCISE DUE CAUTION TO ITS ORIGINAL CONDITION, ALL IMPROVEMENTS OR PROPERTY WHICH IS DAMAGED OR REMOVED (UNLESS DESIGNATED FOR REMOVAL ON THE PLANS) AS A RESULT OF HIS OPERATIONS. 11.THE CONTRACTOR SHALL BE RESPONSIBLE DURING CONSTRUCTION FOR CLEANING CITY/STATE STREETS, CURBS, GUTTERS AND SIDEWALKS OF DIRT TRACKED FROM THE SUBJECT SITE. THE FLUSHING OF DIRT AND DEBRIS TO SAN LUIS OBISPO CREEK, STORM DRAIN OR SANITARY SEWER FACILITIES SHALL NOT BE PERMITTED. THE CLEANING SHALL BE DONE AFTER EACH DAY'S WORK OR AS DIRECTED BY THE CITY. PLANTING NOTES 112 x H E I G H T OF R O O T B A L L AMENDED BACKFILL SOIL MIXTURE2x ROOTBALL WIDTH VINE PLANTING 1" = 1'-0" HOLD ROOTBALL CLOSE TO FOOTING. REMOVE OVERPOUR AS NEEDED. KEEP MULCH CLEAR OF PLANT BASE BUILDING EDGE REMOVE NURSERY STAKE. ENTWINE VINE ON NEW STAKE. LEAN STAKE AGAINST FINISHED SURFACE PLANTING TABLET ADJACENT SURFACE PER PLAN AMENDED NATIVE SOIL FS RRM-2800-2803.07-13 1 2x ROOTBALL WIDTH 1" MULCH PER PLANTING NOTES AMENDED BACKFILL SOIL MIXTURE FERTILIZER TABLET AMENDED NATIVE SOIL TOP OF ROOTBALL AT OR SLIGHTLY ABOVE FINISH GRADE SHRUB PLANTING 1 1/2" = 1'-0"RRM-2800-2803.07-15 2 EQ U A L E Q U A L EQUAL 1/2 O.C. SPACING FROM EDGE OF PAVING, BACK OF CURB, OR BUILDING FACE NOTE: SHRUBS SHALL BE TRIANGULARLY SPACED PER THE ON-CENTER (O.C.) SPACING INDICATED ON THE PLANTING PLAN AND/OR PLANTING LEGEND, UNLESS OTHERWISE NOTED. EDGE OF PLANTING AREA PLANT PER PLANTING PLAN, TYP. SHRUB SPACING 1 1/2" = 1'-0"3 RRM-2800-2803.07-29 PLANTING DETAILS L-500 2 03/30/2026 SYMBOL QTY BOTANICAL NAME COMMON NAME CONT WUCOLS TREES 1 ACER MACROPHYLLUM BIG LEAF MAPLE 24" BOX LOW 1 HYMENOSPORUM FLAVUM SWEETSHADE 24" BOX LOW 1 PLATANUS RACEMOSA 'ROBERTS'ROBERTS CALIFORNIA SYCAMORE 36" BOX MODERATE 1 PRUNUS ILICIFOLIA HOLLYLEAF CHERRY 24" BOX LOW 1 UMBELLULARIA CALIFORNICA BAY LAUREL 24" BOX LOW SHRUBS 8 ACACIA COGNATA 'COUSIN ITT'LITTLE RIVER WATTLE 1 GAL LOW 31 AEONIUM ARBOREUM `ATROPURPUREUM`PURPLE TREE AEONIUM 1 GAL LOW 13 ASPARAGUS DENSIFLORUS 'MYERS'MYERS ASPARAGUS FERN 5 GAL MODERATE 42 CAREX DIVULSA EUROPEAN GREY SEDGE 1 GAL LOW 6 CORDYLINE X 'RENEGADE'RENEGADE CORDYLINE 1 GAL LOW 5 FICUS PUMILA CREEPING FIG 1 GAL MODERATE 5 PARTHENOCISSUS TRICUSPIDATA BOSTON IVY 1 GAL LOW 9 POLYSTICHUM MUNITUM WESTERN SWORD FERN 1 GAL MODERATE 6 SEDUM X 'AUTUMN JOY'AUTUMN JOY SEDUM 1 GAL LOW 9 SENECIO RADICANS `FISHHOOKS`SENECIO FISHHOOKS 1 GAL LOW 2 STRELITZIA REGINAE BIRD OF PARADISE 5 GAL MODERATE 4 TRACHELOSPERMUM JASMINOIDES CHINESE STAR JASMINE 5 GAL MODERATE SD S D SD S D S D SD S D SD S D SD S D S D SD S D S D S D SD SD S D SD S D S D S D SD SD S D SD S D S D S D SD SD SD S D S D S D S D SD SD SD S D SD S D S D SD S D SD SD SD S D S D S D S D SD SD S D SD SD SD SD SD SD SD SD SD S D SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D SD SD SD S D SD SD SD SD SD SD //////// // // // // // // // ////// PR O P E R T Y L I N E PR O P E R T Y L I N E C O N C R E T E P A D (N O T A P A R T) (E) P A R K I N G L O T T H E W A R D E N B L O C K T O W A R D E N B R I D G E W I C K E N D E N B U I L D I N G S L O M A S L O M A S A N L U I S O B I S P O C R E E K GB GB PR O P E R T Y L I N E #3 #5 #7#8 #9 #10 #11 #14 EXISTING PALM TREES SHALL BE PRUNED AND CLEANED OF DEAD WOOD/ DEBRIS, TYP. ALL EXISTING TREES SHALL BE PRUNED AND CLEANED OF DEAD WOOD/ DEBRIS, TYP. EXERCISE CAUTION WHEN DIGGING BENEATH EXISTING TREES. ADJUST LOCATIONS OF SHRUBS IF ROOTS ARE ENCOUNTERED DURING DIGGING, TYP. 10 . 5 ' 4. 5 ' 16 . 5 ' 7. 5 ' 19 ' 2 1 . 5 ' 4. 5 ' EXISTING TREE TO REMAIN, TYP. APPROXIMATE LOCATION OF EXISTING PG&E ELECTRICAL PANELS ATRIUM GRATE, SEE CIVIL SHEETS , TYP. CATCH BASIN FOR ROOF DOWNSPOUT, SEE CIVIL SHEETS , TYP. CATCH BASIN FOR ROOF DOWNSPOUT, SEE CIVIL SHEETS , TYP. EXISTING SHRUB TO REMAIN, TYP. STRING LIGHT POST T H E W A R D E N B L O C K rrmdesign.com |(805) 543-1794 CONSULTANT AGENCY NO.REVISION DATE PROJECT MANAGER DRAWN BY CHECKED BY DATE PROJECT NUMBER SHEET RRM DESIGN GROUP COPYRIGHT 2026 RRM IS A CALIFORNIA CORPORATION THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. Au t o d e s k D o c s : / / 2 8 0 3 - 0 4 - S L O M A N e t w o r k R e n o v a t i o n / S L O M A _ N e t w o r k R e n o v a t i o n . r v t 10 / 2 7 / 2 0 2 5 3 : 2 5 : 0 5 P M TH I R D S U B M I T T A L F O R P E R M I T T I N G SL O M A - T E N A N T I M P R O V E M E N T 77 8 - 7 8 6 H I G U E R A S T . SA N L U I S O B I S P O , C A 9 3 4 0 1 2803-07-PS25 MARCH 24, 2026 DG PLAN CHECK 1 03/02/261 PLAN CHECK 2 03/24/262 PL A N T I N G P L A N / MP AWB MP PLANTING SCHEDULE 0 SCALE: feet4812 1/4" = 1'-0"L-501 CRITICAL ROOT ZONE PER TREE PROTECTION PLAN, L-100 03/30/2026 DP1 DP4 DP6 DP8 DP10 5'-1 " ± 3 " 5'-1 " ± 3 " 5'-9 " ± 3 " 8'-0 " ± 3 " 8'-0 " ± 3 " 8'-0 " ± 3 " 8'-0 " ± 3 " 8'-0 " ± 3 " 8'-1 0 " ± 3 " 8'-0 " ± 3 " 8'-0 " ± 3 " 8'-0 " ± 3 " 26' - 0 " ± 3 " 6'-0 " ± 3 " 8'-0 " ± 3 " 9'-0 " ± 3 " 4'-0 " UPSLOPE FACE OF (E) STONE WALL 3'-41 2" ± 3 " CUT END OF (E) STONE WALL (E) STONE WALL TO REMAIN (E) STONE WALL TO REMAIN 6x6 POST 6x6 POST 6x6 POST 6x6 POST 6x6 POST 6x6 POST 6x6 POST 6x6 POST 6x6 POST DP3 DP5 DP7 DP9 B1 6x6 POST DP2 8'-0 " ± 3 " N: \ 2 8 0 0 \ 2 8 0 3 - 0 7 - P S 2 5 - S L O M A - T I - C D s \ S t r u c t u r a l \ C o n D o c s \ S h e e t - F i l e s \ 2 8 0 3 - 0 7 - P S 2 5 - P l a n s _ D e c k . d w g , S 2 4 1 , M a r 3 0 , 2 0 2 6 1 1 : 3 7 a m , j d l o n g CONSULTANT RRM DESIGN GROUP COPYRIGHT 2026. RRM IS A CALIFORNIA CORPORATION THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. rrmdesign.com | (805) 543-1794 AGENCY PROJECT MANAGER DRAWN BY PROJECT NUMBER CHECKED BY SHEET 12/17/2025 2803-07-PS25 DATE NO.REVISION DATE SL O M A - N E T W O R K R E N O V A T I O N 77 8 H I G U E R A S T . S A N L U I S O B I S P O , C A 9 3 4 0 1 1 PLAN CHECK 1 03/02/26 TH I R D S U B M I T T A L F O R P E R M I T T I N G J. LONG J. MEADOWS J. MEADOWS E R P R No. 6488 S T UC T U R A L S TAT OF C A L I F O R NIA EGISTERE D R O F E SS IONALEN G I N E E RJESSICAM.MEA D O W S PRELIMI N A R Y NOT FOR C O N S T R U C T I O N 2 PLAN CHECK 2 04/09/26 1 SLOMA DECK FOUNDATION PLAN SCALE: 1/4" = 1'-0" NORTH SL O M A D E C K F O U N D A T I O N P L A N A.REFER TO THE FOLLOWING SHEETS FOR TYPICAL DETAILS: B.SEE CIVIL DRAWINGS FOR FINISHED SURFACE ELEVATIONS. C.ALL DIMENSIONS SHOWN ARE FROM CENTERLINE OF HELICAL PILE & POST, UNO. D.FOR ANY DIMENSIONAL INFORMATION NOT SHOWN, SEE LANDSCAPE ARCHITECTURAL DRAWINGS. E.SEE LANDSCAPE ARCHITECTURAL DRAWINGS FOR ANY EMBEDDED ITEMS AND ALL EXTERIOR CONCRETE PAVING. F.SEE ARCHITECTURAL, LANDSCAPE ARCHITECTURAL, PLUMBING, MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL EMBEDDED ITEMS. G.BOTTOM OF FOOTING SHALL BE, UNLESS DEEPER FOUNDATIONS ARE REQUIRED BY THE BUILDING OFFICIAL: 1.24" BELOW ADJACENT GRADE SYMBOL LEGEND DESCRIPTION SHEET (S) SYMBOLS AND ABBREVIATIONS S-101 STRUCTURAL GENERAL NOTES S-102 - S-103 TESTING AND INSPECTION S-104 TYPICAL CONCRETE DETAILS S-301 TYPICAL MASONRY DETAILS S-401 TYPICAL STEEL DETAILS S-501 TYPICAL WOOD DETAILS S-601 - S-602 INDICATES (N) HELICAL PIER DECK FOUNDATION NOTES DECK FOUNDATION SCHEDULES PIER SCHEDULE PIER #DESIGN DOWNFORCE - SERVICE LEVEL PILE MODEL A.B. CHANCE (ICC ESR-2794) TRANSITION COUPLER MODEL A.B. CHANCE (N) CONST PILE CAP MODEL A.B. CHANCE DETAIL REFERENCE LEAD EXTENSION DP1 11,000 LBS SS175 RS3500 C1500937 C1501357 15/S-243 DP2 11,000 LBS SS175 RS3500 C1500937 C1501357 15/S-243 DP3 11,000 LBS SS175 RS3500 C1500937 C1501357 15/S-243 DP4 11,000 LBS SS175 RS3500 C1500937 C1501357 15/S-243 DP5 11,000 LBS SS175 RS3500 C1500937 C1501357 15/S-243 DP6 11,000 LBS SS175 RS3500 C1500937 C1501357 15/S-243 DP7 11,000 LBS SS175 RS3500 C1500937 C1501357 15/S-243 DP8 11,000 LBS SS175 RS3500 C1500937 C1501357 15/S-243 DP9 11,000 LBS SS175 RS3500 C1500937 C1501357 15/S-243 DP10 11,000 LBS SS175 RS3500 C1500937 C1501357 15/S-243 DECK BEAM SCHEDULE MARK SIZE REMARKS B1 6x14 PTDF INDICATES (N) HELICAL TIEBACK PIER S-241 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 FO R R E F E R E N C E O N L Y 03/30/2026 J1 B2 B1 B2 B3 B3 B1 B1 B2 B2 B2 B2 J1 J1 J1 J1 J1 J1 13 S-2 4 3 13 S-243 13 S-2 4 3 35 S-2 4 3 33 S-2 4 3 SIM 4 S I D E S OF O P N G (E) STONE WALL TO REMAIN (E) STONE WALL TO REMAIN B3 L E D G E R 2 B A Y S M I N W/ N O A B B2 R I M J O I S T RI M J O I S T S H A L L R U N C O N T 4'-0 " M I N 4'-0 " M I N POST BEL POST BEL P O S T B E L POST BEL POST BEL POST BEL POST BEL POST BEL 33 S-2 4 3 SI M 4 S I D E S OF O P N G POST BEL DP11 DP12 DP13 DP14 DP15 DP16 DP17 DP18 TP1 TP2 TP3 TP4 B3 B2 @ T I E B A C K B2 @ T I E B A C K B2 @ T I E B A C K B2 @ T I E B A C K CA N T I L E V E R E D B E A M S H A L L R U N C O N T O V E R 2 P O S T S M I N POST BEL J2 LE D G E R S H A L L R U N C O N T 4 B A Y S MI N B3 L E D G E R B3 J2 2 B A Y S M I N W/ N O A B LE D G E R S H A L L R U N C O N T 4 B A Y S MI N B3 L E D G E R 55 S-2 4 3 35 S-2 4 3 N: \ 2 8 0 0 \ 2 8 0 3 - 0 7 - P S 2 5 - S L O M A - T I - C D s \ S t r u c t u r a l \ C o n D o c s \ S h e e t - F i l e s \ 2 8 0 3 - 0 7 - P S 2 5 - P l a n s _ D e c k . d w g , S 2 4 2 , M a r 3 0 , 2 0 2 6 1 1 : 3 7 a m , j d l o n g CONSULTANT RRM DESIGN GROUP COPYRIGHT 2026. RRM IS A CALIFORNIA CORPORATION THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. rrmdesign.com | (805) 543-1794 AGENCY PROJECT MANAGER DRAWN BY PROJECT NUMBER CHECKED BY SHEET 12/17/2025 2803-07-PS25 DATE NO.REVISION DATE SL O M A - N E T W O R K R E N O V A T I O N 77 8 H I G U E R A S T . S A N L U I S O B I S P O , C A 9 3 4 0 1 1 PLAN CHECK 1 03/02/26 TH I R D S U B M I T T A L F O R P E R M I T T I N G J. LONG J. MEADOWS J. MEADOWS E R P R No. 6488 S T UC T U R A L S TAT OF C A L I F O R NIA EGISTERE D R O F E SS IONALEN G I N E E RJESSICAM.MEA D O W S PRELIMI N A R Y NOT FOR C O N S T R U C T I O N 2 PLAN CHECK 2 04/09/26 1 SLOMA DECK FRAMING PLAN SCALE: 1/4" = 1'-0" NORTH SL O M A D E C K F R A M I N G P L A N A.SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS AND ELEVATIONS INCLUDING, BUT NOT LIMITED TO THE FOLLOWING, ALL DIMENSIONS TO BE VERIFIED PRIOR TO CONSTRUCTION: I.ALL DIMENSIONS, ELEVATIONS, FINISH SURFACE, SLOPES, DRAINS, SLAB DEPRESSIONS, ETC B.REFER TO THE FOLLOWING SHEETS FOR TYPICAL DETAILS: C.SEE LANDSCAPE ARCHITECTURAL & CIVIL DRAWINGS FOR ALL TOP OF DECKING ELEVATIONS. D.SEE LANDSCAPE ARCHITECTURAL DRAWINGS FOR DECKING MATERIAL. DESCRIPTION SHEET (S) SYMBOLS AND ABBREVIATIONS S-101 STRUCTURAL GENERAL NOTES S-102 - S-103 TESTING AND INSPECTION S-104 TYPICAL CONCRETE DETAILS S-301 TYPICAL MASONRY DETAILS S-401 TYPICAL STEEL DETAILS S-501 TYPICAL WOOD DETAILS S-601 - S-602 DECK FRAMING NOTES DECK FRAMING SCHEDULES DECK BEAM SCHEDULE MARK SIZE REMARKS B1 6x14 PTDF DROPPED W/ HWPH614 @ HANGING CONDITIONS B2 3x12 PTDF HU310 @ HANGING CONDITIONS B3 4x12 PTDF HUCQ410-SDS @ HANGING CONDITIONS, FILL ALL HOLES W/ 14" x 2 12" SS SDS SCREWS DECK JOIST SCHEDULE MARK SIZE REMARKS J1 2x12 PTDF @ 16" OC J2 3x12 PTDF @ 12" OC SS LUS210-2 @ HANGING CONDITIONS, FILL ALL HOLES W/ 0.162" x 3 12" SCNR RING-SHANK NAILS PIER SCHEDULE PIER #DESIGN AXIAL FORCE - SERVICE LEVEL PILE MODEL A.B. CHANCE (ICC ESR-2794) TRANSITION COUPLER MODEL A.B. CHANCE (N) CONST PILE CAP MODEL A.B. CHANCE DETAIL REFERENCE LEAD EXTENSION DP11 11,000 LBS SS175 RS3500 C1500937 C1501357 35/S-243 DP12 11,000 LBS SS175 RS3500 C1500937 C1501357 35/S-243 DP13 11,000 LBS SS175 RS3500 C1500937 C1501357 35/S-243 DP14 11,000 LBS SS175 RS3500 C1500937 C1501357 35/S-243 DP15 11,000 LBS SS175 RS3500 C1500937 C1501357 35/S-243 DP16 11,000 LBS SS175 RS3500 C1500937 C1501357 35/S-243 DP17 11,000 LBS SS175 RS3500 C1500937 C1501357 35/S-243 DP18 11,000 LBS SS175 RS3500 C1500937 C1501357 35/S-243 TP1 5,000 LBS SS175 SS175 N/A C1500459 25/S-243 TP2 5,000 LBS SS175 SS175 N/A C1500459 25/S-243 TP3 5,000 LBS SS175 SS175 N/A C1500459 25/S-243 TP4 5,000 LBS SS175 SS175 N/A C1500459 25/S-243 SYMBOL LEGEND INDICATES (N) HELICAL PIER INDICATES (N) HELICAL TIEBACK PIER S-242 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 22 FO R R E F E R E N C E O N L Y 03/30/2026 DECK LEDGER OVER (E) STONE WALL 2803-07-PS25 -S243 - 55 NTS DECK JST & HGR PER PLAN TREX DECKING (OR SIMILAR) W/ CONN PER MFR 5 8" Ø SS ATR W/ SET-3G EPOXY T&B @ 12" OC CONC CURB PER LANDSCAPE ARCH LEDGER PER PLAN FINISH GRADE (E) STONE WALL PAVING PER LANDSCAPE ARCH GA P P E R LA N D S C A P E AR C H 14" x 2" SQ SS PLATE WASHER, TYP EA ATR 5" MIN EMBED 21 2" 21 2" M I N 6" M I N NOTE: LEDGER SHALL HAVE CURB ANCHORS WITHIN 6"-12" OF EACH END WHERE SPLICES OCCUR (UNO ON PLAN) STRING LIGHT POST CONNECTION 2803-07-PS25 -S243 - 32 NTS A SECTION W/ JOISTS PARALLEL TO DECK EDGE 7" MI N 2" 2" PT RIM BOARD PER PLAN 5 8"Ø THR ROD, TYP HDUE3-SDS3 TIE 10 ' - 6 " M A X HDUE3-SDS3 TIE 7" MI N 2" 2" 10 ' - 6 " M A X STRING LIGHT 'POST' WO IN LIEU OF TYPICAL GUARD RAIL 'POST' B SECTION W/ JOISTS PERPENDICULAR TO DECK EDGE 4x PT JOIST PER PLAN PROVIDE PLATE WASHER & DOUBLE NUT @ INT FACE OF RIM, TYP PT RIM BOARD PER PLAN 5 8"Ø THR ROD, TYP 3 BAYS MIN OF 4x PT BLKG, DEPTH TO MATCH TYP JST PROVIDE PLATE WASHER & DOUBLE NUT @ INT FACE OF RIM, TYP STRING LIGHT 'POST' WO IN LIEU OF TYPICAL GUARD RAIL 'POST' PARTIAL DECK PLAN VIEW AT SKEWED DECK EDGE SEE DETAIL FOR DECK INFO NOT SHOWN 13 - SEE DETAIL FOR GUARD RAIL INFO NOT SHOWN 12 -TYP GUARD RAIL 'POST' PT RIM BOARD PER PLAN STRING LIGHT 'POST' PER SECTION A 14" BENT PL WEDGE EA ANCH TO FACE OF GUARD RAIL PLATE 14" BENT PL WEDGE EA ANCH @ INT FACE OF RIM 14 TYP OF 2 EDGES, EA BENT PL WEDGE 3' - 6 " M A X 14" STIFFENER PLATES @ 3'-6" OC FULL HEIGHT 14" STIFFENER PLATES @ 3'-6" OC FULL HEIGHT 3' - 6 " M A X 3' - 6 " M A X 3' - 6 " M A X 3' - 6 " M A X 3' - 6 " M A X NOTE: CONTRACTOR TO SUBMIT PROPOSED LIGHT ATTACHMENT TO STEEL COLUMN TO SEOR PRIOR TO STEEL FABRICATION HELICAL TIEBACK PIER AT DECK JOIST 2803-07-PS25 -S243 - 35 NTS 3x (MIN) DECK JST TREX DECKING (OR SIMILAR) W/ CONN PER MFR FINISH GRADE HELICAL PIER HELIXES, DIA & NUMBER TO BE SELECTED AFTER TEST PIER IS INSTALLED, CONTRACTOR TO CONTACT PROJECT ENGINEER. NEW CONSTRUCTION PILE CAP, PER PLAN & MFR HELICAL TIEBACK PIER, WO, PER PLAN & MFR (ICC ESR-2794) 6" WIDE SHAPED 14" PL EA SIDE OF JST W/ (4) 3 4" Ø BOLTS 14 TYP EA PL 3"3" 3" 3" MI N 112" 3" MI N DECK AT (E) TREE 3838-01-HS25 - S601 - 12 1" = 1'-0" DECK JST PER PLAN 'A34' EA JST & EA BLK 2x BLKG W/ 'A34' EA BLK TREX DECKING (OR SIMILAR) W/ CONN PER MFR (E) TREE, SEE LANDSCAPE ARCH DWGS BM PER PLAN DECK BM PER PLAN, SPLICE NOT PERMITTED @ END CONDITION DECK POST, WO, PER PLAN 2'-0" MAX CANTILEVER 'CCQ/ECCQ' POST CAP GAP PER LANDSCAPE DRAWINGS BEAM AT HELICAL PIER W/ DECK EDGE OVER (E) STONE WALL 2803-07-PS25 -S243 - 35 NTS 4'-0" MAX CANTILEVER DECK JST PER PLAN CONT 2x BLKG TREX DECKING (OR SIMILAR) W/ CONN PER MFR 2x RIM JST DECK BM PER PLAN CONC CURB PER LANDSCAPE ARCH 'A35' EA JOIST, EA SIDE 'A34' EA JST & EA BLK FINISH GRADE (E) STONE WALL PAVING PER LANDSCAPE ARCHGAP PER LANDSCAPE ARCH GA P P E R LA N D S C A P E AR C H HELICAL PIER HELIXES, DIA & NUMBER TO BE SELECTED AFTER TEST PIER IS INSTALLED, CONTRACTOR TO CONTACT PROJECT ENGINEER. HELICAL PIER, WO, PER PLAN & MFR (ICC ESR-2794) 4" M I N , 18 " M A X 'CCQO/ECCQO' POST CAP NEW CONSTRUCTION PILE CAP, PER PLAN & MFR HELICAL TIEBACK PIER, WO, PER PLAN & MFR (ICC ESR-2794) DECK EDGE 3838-01-HS25 - S601 - 12 1" = 1'-0" DECK JST PER PLAN 'A34' EA JST & EA BLK 2x BLKG W/ 'A34' EA BLK TREX DECKING (OR SIMILAR) W/ CONN PER MFR BM PER PLAN DECK BM PER PLAN, SPLICE NOT PERMITTED @ END CONDITION DECK POST, WO, PER PLAN 1'-0" MAX CANTILEVER 'CCQ/ECCQ' POST CAP GUARDRAIL PER DETAIL 12/- DECK JST PER PLAN CONT 2x BLKG TREX DECKING (OR SIMILAR) W/ CONN PER MFR 2x RIM JST DECK BM PER PLAN, SPLICE NOT PERMITTED @ END CONDITION DECK POST, WO, PER PLAN 1'-0" MAX CANTILEVER 'CCQ/ECCQ' POST CAP GUARDRAIL PER DETAIL 12/- DECK JOISTS PERPENDICULAR TO EDGE 'A35' EA JOIST, EA SIDE 'A34' EA JST & EA BLK DECK JOISTS PARALLEL TO EDGE POST AT HELICAL PIER 2803-07-PS25 -S243 - 14 NTS NEW CONSTRUCTION PILE CAP, PER PLAN & MFR HELICAL PIER HELIXES, DIA & NUMBER TO BE SELECTED AFTER TEST PIER IS INSTALLED, CONTRACTOR TO CONTACT PROJECT ENGINEER. HELICAL PIER, WO, PER PLAN & MFR (ICC ESR-2794) DECK JST PER PLAN DECKING PER ARCH PROVIDE L3x3x14 DIAG BRC EA POST W/ (3) SDS 1 4"Ø x 1 3 4" SCREWS EA END DECK BM PER PLAN, SPLICE NOT PERMITTED @ END CONDITION 'CCQ/ECCQ' POST CAP CRIPPLE POST PER PLAN 'CCQO/ECCQO' POST CAP 4" M I N , 18 " M A X 'A34' EA JST & EA BLK 2x BLKG W/ 'A34' EA BLK ℄ BRC EQ EQ 4 5 ° INVERTED 'PCZ' POST CAP GUARD RAIL CONNECTION 2803-07-PS25 -S243 - 12 NTS 'DTT2Z' DECK TENSION TIE W/ (8) SDS 14" x 1 12" EVERY OTHER 'POST' (EA 'SECTION' SHALL HAVE TIE AT FIRST & LAST 'POST') GUARD RAIL 'POST' A BCONNECTION TO RIM BOARD & BLKG CONNECTION TO RIM & DECK JOIST PARTIAL DECK PLAN VIEW GUARD RAIL 'POST' 2x PT BLKG TO MATCH JOIST DEPTH GUARD RAIL 'POST' 7" MI N 2" 2" PT RIM BOARD PER PLAN (2) 12"Ø BOLTS EA 'POST' PT JOIST PER PLAN PT RIM BOARD PER PLAN JOIST PER PLAN PT RIM JOIST PER PLAN 42 " M A X B A C INTERIOR ELEVATION OF RIM JOIST C 'DTT2Z' DECK TENSION TIE W/ (8) SDS 14" x 1 12" EVERY OTHER 'POST' (EA 'SECTION' SHALL HAVE TIE AT FIRST & LAST 'POST') 7" MI N 2" 2" 42 " M A X GUARD RAIL 'POST' PT RIM BOARD PER PLAN (2) 12"Ø BOLTS EA 'POST' PT JOIST PER PLAN GUARD RAIL 'POST' GUARDRAIL 'SECTION' PT RIM BOARD PER PLAN (2) 12"Ø BOLTS EA 'POST' PT JOIST PER PLAN 'DTT2Z' DECK TENSION TIE W/ (8) SDS 1 4" x 1 12" EVERY OTHER 'POST' (EA 'SECTION' SHALL HAVE TIE AT FIRST & LAST 'POST') 'A35' EA JOIST, EA SIDE 7 'POSTS' MAX AT STRAIGHT 'SECTION' 6 'POSTS' MAX AT CORNER 'SECTION' SEE DETAIL FOR INFO NOT SHOWN 13 - 1262 334353 15253555 63 13 61 S-243 DE C K D E T A I L S N: \ 2 8 0 0 \ 2 8 0 3 - 0 7 - P S 2 5 - S L O M A - T I - C D s \ S t r u c t u r a l \ C o n D o c s \ S h e e t - F i l e s \ 2 8 0 3 - 0 7 - P S 2 5 - S 2 4 3 . d w g , S 2 4 3 , M a r 3 0 , 2 0 2 6 1 1 : 3 7 a m , j d l o n g CONSULTANT RRM DESIGN GROUP COPYRIGHT 2026. RRM IS A CALIFORNIA CORPORATION THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. rrmdesign.com | (805) 543-1794 AGENCY PROJECT MANAGER DRAWN BY PROJECT NUMBER CHECKED BY SHEET 12/17/2025 2803-07-PS25 DATE NO.REVISION DATE SL O M A - N E T W O R K R E N O V A T I O N 77 8 H I G U E R A S T . S A N L U I S O B I S P O , C A 9 3 4 0 1 1 PLAN CHECK 1 03/02/26 TH I R D S U B M I T T A L F O R P E R M I T T I N G J. LONG J. MEADOWS J. MEADOWS E R P R No. 6488 S T UC T U R A LS TAT OF C A L I F O R NIA EGISTERE D R O F E SSIONAL EN G I N E E RJESSICAM.ME A D O W S PRELIMI N A R Y NOT FOR C O N S T R U C T I O N 2 PLAN CHECK 2 04/09/26 32 11 1 1 2 2 FO R R E F E R E N C E O N L Y 03/30/2026