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HomeMy WebLinkAboutASRDRB20240613 5.1ADMINISTRATIVE STAFF REPORT 5el TO: Design Review Board Members June 13, 2024 SUBJECT: Design review for Development Plan request DEV24-0008 0008 and a condominium map to allow for the development of a 99-unit age restricted senior condominium development located at 425 El Pintado Road, known as Darby Plaza. The applicant is requesting a density bonus pursuant to the State Density Bonus Law (Gov. Code Section 65915) and related development standard waivers and concessions. BACKGROUND The subject 3.17-acre site was redesignated to Residential - Multifamily, allowing 30-35 units per acre as part of the Towri s 2023-2031 Housing Element adoption process, in January 2023. DISCUSSION While a density bonus is requested, at 31.2 units per acre, the proposed development falls within the required density range. The applicant is requesting the following concessions: Height - 529" (43' average allowed) Floor Area Ratio-128.7% (120% allowed) Parking -198 (212 required). Since this is a senior development, the Town believes that the proposed parking is adequate. The main area of non-conformance with Town requirements is the height of the buildings. However, under the State Density Law, the Town must waive the otherwise applicable height requirements. EVALUATION The Towri s review of this project's architectural design has focused on the building's four-story massing as well as the general architectural style. Massing As a result of massing concerns, the fourth floor has been stepped back from the lower floors on the south and east elevations, abutting El Cerro and the freeway onramp. Addition architectural features were also added to help break up these walls. Architectural Style The Town has expressed concerns regarding the generally modern design of the project and its consistence with the neighborhood and general character of the Town. While the architect has added features to add more detail to the plans, such as extended balconies, varying setbacks, natural wood and green wall elements, staff requests that the DRB specifically discuss and provide feedback regarding the general architectural style. Several color elevations are provided in the pack for DRB consideration. RECOMMENDATION Design review for Development Plan request DEV24-0008 0008 and a condominium map to allow for the development of a 99-unit age restricted senior condominium development located at 425 El Pintado Road, known as Darby Plaza. The applicant is requesting a density bonus pursuant to the State Density Bonus Law (Gov. Code Section 65915) and related development standard waivers and concessions. Prepared by: David Crompton Chief of Planning Attachment: Architectural and Landscape Plans Color Alternatives 425 El Pintado 2 June 13, 2024 r 1 1 r 1 1• i _ l• r I01''"Lz • 1 •� till .#� i' �' ti_. 7 ti ti ,1 91 r 1 � 1 ' ■ Y 7' '•. ba ` r .{J 1. �1 • Nk- • _ • • `' •1~ y ' 7 r • f T 1 J L R} 1 1 - 1' _ Z16 r l r ti ±1 ■ S % r ' ' _ •�� ` •ram L'� -'�� y �r — t • •� •' .+ +r+ •}_ fi r it Lbq L _ -- -PF % • _ •ri' i_ �.�i T. �} y r5s Or ~ Fr •• .'L .1 ,Tr •rl. ti _ •, r - ' +' •rtl1 1 }`• . J.J�Q L J -r • � T 1 . �� �• •AIL ti • * � •r r ti T op nmmll = m m 10 1 WTI olm"I = 0 1 m C .L11:,.. J For 4 arc. i .ecture 120 Second St 2ndFloor San Francisco, CA 94105 Tel : 415 . 775 . 8748 Fax 415 . 775 8752 w w w Form4inc c o m 425 EL PINTADO SENIOR HOUSING 425 EL PINTADO RD, DANVILLE, CA 94526 CLIENT: 425 EP Investors, LLC ISSUANCE DATE ENTITLEMENT SUBMITTAL 2 03.13.2024 REVISIONS A DELTA DATE ENTITLEMENT SUBMITTAL 2 03.13.2024 KEY PLAN: STAMP: PROJECT NO: 22.056.00 SHEET NAME: TITLE SHEET PHASE: SHEET NO: A001 M v N N O N Nt Cl) ABBREVIATIONS GENERAL NOTES SYMBOLS LEGEND A/C AIR CONDITIONING K KIPS W WEST / WIDTH 1. SCOPE DOCUMENTS: THESE DRAWINGS INDICATE THE GENERAL SCOPE OF THE PROJECT IN 31. PEDESTRIAN AISLES SHALL BE 36 INCHES MINIMUM IF SERVING ELEMENTS ON ONLY ONE SIDE, ABV ABOVE KIT KITCHEN W/ WITH TERMS OF THE OVERALL CONCEPT, THE DIMENSIONS OF THE BUILDING, THE MAJOR AND 44 INCHES MINIMUM IF SERVING ELEMENTS ON BOTH SIDES. ACOUS ACOUSTICAL KP KICK PLATE W/O WITHOUT ARCHITECTURAL ELEMENTS AND THE TYPE OF STRUCTURAL, MECHANICAL, ELECTRICAL BUILDING GRID LINE ACP ACOUSTICAL CEILING PANEL WC WATER CLOSET SYSTEMS, ON THE BASIS OF THE GENERAL SCOPE INDICATED OR DESCRIBED. THE 32. CORRIDORS SERVING 10 OR MORE OCCUPANTS SHALL BE 44 INCHES MINIMUM. ACT ACOUSTICAL CEILING TILE LAB LABORATORY WD WOOD CONTRACTOR SHALL FURNISH ALL ITEMS REQUIRED FOR THE PROPER EXECUTION AND GRID LINE AD AREA DRAIN LAM LAMINATE /D WDW WINDOW COMPLETION OF THE WORK. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE A 33. THE CLEAR WIDTH FOR SIDEWALKS AND WALKS SHALL BE 48 INCHES MINIMUM, IN CLEAR AND GRID DESIGNATION ADDL ADDITIONAL LAV LAVATORY WGL WIRE GLASS FULLY FUNCTIONING INSTALLATION WHICH MEETS THE DESIGN INTENT, INCLUDING THE UNOBSTRUCTED WIDTH TO THE PUBLIC RIGHT OF WAY. ADJ ADJUSTABLE LB POUND WK WORK SPECIFIC REQUIREMENTS INCLUDED IN THESE DOCUMENTS. AESS ARCHITECTURALLY EXPOSED STRUCTURAL STEEL LKR LOCKER WO WHERE OCCURS 34. THE CONTRACTOR SHALL PROVIDE PROTECTION FOR PEDESTRIANS DURING CONSTRUCTION. AFF ABOVE FINISH FLOOR LL LEAD LINED WP WATERPROOF /ING 2. APPROVAL BY THE CITY INSPECTOR DOES NOT CONSTITUTE AUTHORITY TO DEVIATE FROM THE AGGR AGGREGATE LOC LOCATION WPT WORKING POINT PLANS AND SPECIFICATIONS. 35. PROVIDE ALL ACCESS PANELS AS REQUIRED BY GOVERNING CODE OR AUTHORITIES TO ALL AL ALUMINUM LP LOW POINT WR WATER RESISTANT CONCEALED SPACES, VOIDS, ATTICS, AND SO ON. VERIFY THE TYPE REQUIRED WITH THE ALT ALTERNATE LW LIGHT WEIGHT WRB WATER RESISTIVE BARRIER 3. ALL WORK SHOWN, NOTED OR DETAILED IS NEW, EXCEPT WHERE INDICATED AS EXISTING OR ARCHITECT PRIOR TO INSTALLATION. DATUM POINT +16' - 0" +16' - 6" 4L ANC ANCHOR WSCT WAINSCOT AS EXISTING TO REMAIN. LEVEL 2 ANO ANODIZED MACH MACHINE WT WEIGHT 36. ALL INSULATION MATERIALS MUST BE INSTALLED IN COMPLIANCE WITHT THE FLAME SPREAD APPROX APPROXIMATE MAT MATERIAL WWF WELDED WIRE FABRIC 4. THE FOLLOWING NOTES AND TYPICAL DETAILS APPLY TO ALL DRAWINGS UNLESS OTHERWISE AND SMOKE DENSITY REQUIREMENTS OF SECTION 720 OF THE 2022 CALIFORNIA BUILDING INDICATES ELEVATION AT AREA ARCH ARCHITECT / ARCHITECTURAL MAX MAXIMUM WWM WELDED WIRE MESH NOTED. CODE. INDICATES ELEVATION AT GIVEN POINT ASPH ASPHALT MDF MEDIUM DENSITY FIBERBOARD ASSY ASSEMBLY MECH MECHANICAL XFMR TRANSFORMER 5. ABBREVIATIONS ON THIS SHEET APPLY TO THE ENTIRE SET UNLESS OTHERWISE NOTED. 37. BUILDING INSULATION TO BE CERTIFIED BY THE MANUFACTURER TO MEET THE CALIFORNIA ATS AUTOMATIC TRANSFER SWITCH MED MEDIUM STANDARDS FOR INSULATING MATERIAL. WORK POINT AUTO AUTOMATIC MEMB MEMBRANE 6. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS MEPS MOLDED EXPANDED POLYSTYRENE ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, 38. THE BUILDING INSPECTOR SHALL BE NOTIFIED JUST PRIOR TO START OF CONSTRUCTION, INDICATES REFERENCE POINT DIMENSIONED IN BD BOARD MEZZ MEZZANINE DETAILS OF CONSTRUCTION SHALL BE USED SUBJECT TO THE REVIEW AND APPROVAL OF THE INCLUDING GRADING IF IN SCOPE. LARGER SCALE DRAWING. BITUM BITUMEN / BITUMINOUS MFR MANUFACTURER ARCHITECT. BKG BACKING MIN MINIMUM / MINUTE 39. PROVIDE METAL TRIM OR CASING AT ALL EDGES OF PLASTER OR DRYWALL SURFACES WHERE BLDG BUILDING MIRR MIRROR 7. CODE REQUIREMENTS: ALL CONSTRUCTION AND MATERIALS SHALL BE AS SPECIFIED AND AS IT TERMINATES OR MEETS ANY OTHER MATERIAL, UNLESS OTHERWISE NOTED. BLKG BLOCKING MISC MISCELLANEOUS REQUIRED BY THE APPLICABLE EDITION OF THE CALIFORNIA BUILDING CODE, LOCAL CODES ELEVATION REFERENCE 1 BM BEAM MO MASONRY OPENING AND JURISDICTIONAL AUTHORITIES AND AGENCIES. 40. WHERE INDICATED, PROVIDE EXTERNALLY ILLUMINATED EXIT SIGNS AND DIRECTIONAL SIGNS A101 BOT BOTTOM MTD MOUNTED WITH MINIMUM 6" HIGH BY 3/4" WIDE STROKE BLOCK LETTERS ON A CONTRASTING DRAWING NUMBER BR BACKER ROD MTG MEETING 8. THE CONTRACTOR SHALL PERFORM IN A MANNER CONFORMING TO APPLICABLE REGULATION, BACKGROUND. SEE PLANS FOR LOCATIONS. 2022 CBC SECTION 1013.6. BRKT BRACKET MTL METAL AND REQUIRMENTS OF ALL GOVERNING AGENCIES AS WELL AS STANDARD INDUSTRY SHEET NUMBER BSMT BASEMENT MUL MULLION PRACTICES. 41. EXTERNALLY ILLUMINATED EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES TO AN INTENSITY-----�� BTWN BETWEEN OF 5 FOOT CANDLES MINIMUM (2022 CBC 1013). DETAIL REFERENCE 1 BUR BUILT-UP ROOF (N) NEW 9. RESPONSIBILITY: THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS NIC NOT IN CONTRACT BEFORE STARTING WORK. SHOULD A DISCREPANCY APPEAR IN THE SPECIFICATIONS OR 42. EXIT DOORS SHALL SWING IN THE DIRECTION OF EXIT TRAVEL WHEN SERVING 50 OR MORE A101 CAB CABINET NO NUMBER DRAWINGS, OR IN THE WORK DONE BY OTHERS FROM THE CONTRACT DOCUMENTS THAT PERSONS AND IN ANY HAZARDOUS AREA OF GROUP H OCCUPANCY. DRAWING NUMBER CB CATCH BASIN NOM NOMINAL AFFECT ANY WORK, NOTIFY THE ARCHITECT AND OWNER IN WRITING AT ONCE FOR SHEET NUMBER CEM CEMENT NR NON -RATED INSTRUCTIONS TO PROCEED. IF THE CONTRACTOR PROCEEDS WITH THE WORK AFFECTED 43. EVERY EXIT DOOR SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR CER CERAMIC NTS NOT TO SCALE WITHOUT WRITTEN INSTRUCTIONS FROM THE ARCHITECT, THE CONTRACTOR SHALL MAKE TOOL, OR SPECIAL KNOWLEDGE OR EFFORT. SPECIAL LOCKING DEVICES SHALL BE ONLY CFCI CONTRACTOR FURNISHED CONTRACTOR INSTALLED GOOD ANY RESULTING DAMAGE OR DEFECT TO THE SATISFACTION OF THE OWNER WITH NO APPROVED TYPE. DETAIL SECTION 1 CFOI CONTRACTOR FURNISHED OWNER INSTALLED O/ OVER RESULTING COST TO THE OWNER. SHOULD A CONFLICT OCCUR IN OR BETWEEN THE CG CORNER GUARD O/H OVERHEAD DRAWINGS AND SPECIFICATIONS, OR WHERE DETAIL REFERENCES ON THE CONTRACT 44. EXIT ILLUMINATION SHALL BE PROVIDED FROM AN EMERGENCY POWER SYSTEM OR ITS DRAWING NUMBER A101 CH CHANNEL OA OVERALL DRAWINGS HAVE BEEN OMITTED, THE CONTRACTOR IS DEEMED TO HAVE ESTIMATED THE EQUIVALENT. SED CI CAST IRON OC ON CENTER MOST EXPENSIVE MATERIAL AND CONSTRUCTION METHODS INVOLVED, UNLESS A WRITTEN SHEET NUMBER CIP CAST IN PLACE OD OUTSIDE DIAMETER / DIMENSION DECISION FROM THE ARCHITECT / OWNER HAS BEEN OBTAINED WHICH DESCRIBES AN 45. WITHIN CONCEALED SPACES, FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, SMOKE BARRIERS CJ CONTROL JOINT OFCI OWNER FURNISHED CONTRACTOR INSTALLED ALTERNATE METHOD AND/OR MATERIALS OR UNLESS THE ORIGINAL BID IS APPROPRIATELY AND SMOKE PARTITIONS OR ANY OTHER WALL REQUIRED TO HAVE PROTECTED OPENINGS OR CL CENTERLINE OFD OVERFLOW DRAIN QUALIFIED. PENETRATIONS SHALL BE EFFECTIVELY AND PERMANENTLY IDENTIFIED WITH SIGNS OR BLDG SECTION / ELEVATION 1 CLG CEILING OFF OFFICE STENCILING AND SHALL COMPLY WITH CBC 703.5. SIGN SHALL READ "FIRE AND/OR SMOKE A101 CLO CLOSET OFOI OWNER FURNISHED OWNER INSTALLED 10. ANY QUESTIONS REGARDING THE COORDINATION OF NEW WORK OR EXISTING CONDITIONS BARRIER - PROTECT ALL OPENINGS" DRAWING NUMBER CLR CLEAR OH OPPOSITE HAND MUST BE SUBMITTED TO THE OWNER'S REPRESENTATIVE IN WRITING PRIOR TO THE BID CMU CONCRETE MASONRY UNIT OPNG OPENING SUBMISSION AND WITH ADEQUATE TIME FOR RESPONSE TO ALL BIDDERS. THE OWNER'S 46. THE CONTRACTOR SHALL MAINTAIN A DESIGN TEAM PROJECT SIGN AT ALL TIMES DURING SHEET NUMBER 1A COL COLUMN OPP OPPOSITE REPRESENTATIVE WILL RESPOND TO QUESTIONS, SUBMITTED IN A TIMELY MANNER, WITH CONSTRUCTION. CONC CONCRETE WRITTEN CLARIFICATIONS FORWARDED TO ALL BIDDERS. INTERIOR ELEVATION CONN CONNECTION PAD POWER ACTIVATED DEVICE 47. WHEN THE INTRUSION ALARM IS SHUT DOWN AT ANY POINT DURING CONTSTRUCTION FOR ANY 1 D A-501 1 B CONSTR CONSTRUCTION PAF POWDER ACTUATED FASTENER 11. THE EXISTING DIMENSIONS AND CONDITIONS SHOWN ON THESE DRAWINGS ARE ASSUMED TO AMOUNT OF TIME, SECURITY PERSONNEL MUST BE PRESENT ON SITE. CONT CONTINUOUS PENN PENETRATION BE ACCURATE BASED ON AVAILABLE INFORMATION. THE CONTRACTOR SHALL, PRIOR TO THE INTERIOR ELEVATION NUMBER CONTR CONTRACTOR PERF PERFORATED START OF CONSTRUCTION, VERIFY ALL EXISTING CONDITIONS, PROVIDE A COMPLETE FIELD 48. WHEN THE FIRE ALARM OR FIRE PROTECTION SYSTEM IS SHUT DOWN AT ANY POINT DURING SHEET NUMBER 1 C COORD COORDINATE PERIM PERIMETER LAYOUT ON THE JOB SITE, AND NOTIFY IN WRITING (RFI) TO THE OWNER'S REPRESENTATIVE, CONSTRUCTION FOR ANY AMOUNT OF TIME, A FIRE WATCH MUST BE IN EFFECT FOR THE CORR CORRIDOR PH PANIC HARDWARE CONSTRUCTION MANAGER, AND ARCHITECT OF ANY DEVIATIONS OR CONFLICTS WITH THESE DURATION OF THE SHUT DOWN AT MINIMUM, AND THE LOCAL FIRE AUTHORITY MUST BE CID CEMENT PLASTER PIV POST INDICATOR VALVE DRAWINGS. NOTIFIED. ROOM TAG CPT CARPET PL PLATE RM NAME CR CARD READER PL PROPERTY LINE 12. THE DRAWINGS SHALL NOT BE SCALED. THE CONTRACTOR SHALL REFER TO THE DIMENSIONS ROOM NAME �- CSWK CASEWORK PLAM PLASTIC LAMINATE INDICATED OR THE ACTUAL SIZES OF CONSTRUCTION ITEMS. WHERE NO DIMENSION OR 2013 CT CERAMIC TILE PLAS PLASTER METHOD OF DETERMINING A LOCATION IS GIVEN, VERIFY CORRECT DIMENSION OR LOCATION ROOM NUMBER SF CTR CENTER PLMB PLUMBING WITH THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. EXAMPLE: LEVEL: 2, ZONE:O, RM#: 13) �280 CTSK COUNTERSUNK PLYWD PLYWOOD ROOM AREA CW CURTAIN WALL PNL PANEL 13. THE CONTRACTOR SHALL CONFINE HIS/HER OPERATIONS ON THE SITE TO AREAS PERMITTED PR PAIR BY THE OWNER. THE WORK SHALL BE DONE IN ACCORDANCE WITH THE APPLICABLE LAWS, DBL DOUBLE PRCST PRECAST LOCAL ORDINANCES, PERMITS AND THE CONTRACT DOCUMENTS. THE JOB SITE SHALL BE DOOR TAG DID DECK DRAIN PREFAB PREFABRICATED MAINTAINED IN A CLEAN, ORDERLY CONDITION FREE OF DEBRIS AND LITTER, AND SHALL NOT 2013A DEMO DEMOLISH / DEMOLITION PROJ PROJECTION BE UNREASONABLY ENCUMBERED WITH ANY MATERIALS OR EQUIPMENT. EACH DOOR # = ROOM # + LETTER FOR ADD'L DOORS /� DEPT DEPARTMENT PSF POUNDS PER SQUARE FOOT SUBCONTRACTOR IMMEDIATELY UPON COMPLETION OF EACH PHASE OF HIS/HER WORK SHALL DF DRINKING FOUNTAIN PSI POUNDS PER SQUARE INCH REMOVE ALL TRASH AND DEBRIS AS A RESULT OF HIS/HER OPERATION. FINISH TAG DIA DIAMETER PT POINT / PAINT DIAG DIAGONAL PTD PAINTED 14. CONTRACTOR IS RESPONSIBLE FOR ALL INCIDENTAL WORK NECESSARY TO COMPLETE THE DIM /S DIMENSION /S PTD/R PAPER TOWEL DISPENSER OR RECEPTACLE INSTALLATION OF NEW WORK. THIS INCLUDES, BUT IS NOT LIMITED TO, THE REMOVAL AND/OR DOOR # = ROOM # + LETTER FOR ADD'L DOORS DISP DISPENSER PTN PARTITION REINSTALLATION OF ALL EXISTING ITEMS, OF PORTIONS OF THE EXISTING CONSTRUCTION DN DOWN PTR PRESSURE TREATED WHETHER SHOWN OR NOT. WINDOW TAG DO DOOR OPENING PTRWD PRESSURE TREATED WOOD DR DOOR PVC POLYVINYL CHLORIDE 15. ALL MATERIALS STORED ON THE SITE SHALL BE PROPERLY STACKED AND PROTECTED TO 18 DSA DIVISION OF STATE ARCHITECT PREVENT DAMAGE AND DETERIORATION UNTIL USE. FAILURE TO PROTECT MATERIALS MAY BE WINDOW NUMBER LISTED IN WIN. SCHEDULE �- DTL DETAIL QT QUARRY TILE CAUSE FOR REJECTION OF WORK. DWG /S DRAWING /S QTY QUANTITY PARTITION TYPE TAG DWR DRAWER 16. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND THE SUBCONTRACTORS TO R RISER REVIEW ALL DRAWINGS, PROJECT MANUAL, ADDENDA, ETC. IN ORDER TO ASSURE THE (E) EXISTING RAD RADIUS COORDINATION OF ALL WORK AFFECTING EACH TRADE. FAILURE TO REVIEW AND COORDINATE PARTITIION TYPE DESIGNATION EA EACH RAIL RAILING ALL CONTRACT DOCUMENTS BY THE GENERAL CONTRACTOR WITH ALL THE SUBCONTRACTORS SEE INTERIOR PARTITION SCHEDULE EAS EACH SIDE RB RESILIENT BASE FOR APPLICABLE ITEMS OF THE WORK SHALL NOT RELIEVE THE RESPONSIBLE PARTY FROM EAW EACH WAY RCP REFLECTED CEILING PLAN PERFORMING ALL WORK SO REQUIRED AS PART OF THE CONTRACT. EXTERIOR WALL ASSY TAG EF EACH FACE RD ROOF DRAIN 1 X1 A EJ EXPANSION JOINT RDWD REDWOOD 17. THE CONTRACTOR SHALL LAYOUT AND SEQUENCE THE INSTALLATION OF THE WORK SO THAT VERTICAL ASSEMBLY TYPE DESIGNATION ELEC ELECTRICAL REF REFERENCE THE DIFFERENT SYSTEMS DO NOT OBSTRUCT THE INSTALLATION OF SUCCESSIVE WORK. IN SEE SHEET A-401 FOR ASSEMBLY DETAILS ELEV ELEVATOR REFL REFLECTED GENERAL, SYSTEMS INSTALLED FIRST SHOULD BE KEPT AS HIGH AND TIGHT TO STRUCTURE AS EMBED EMBED /MENT REFR REFRIGERATOR POSSIBLE SO AS TO LEAVE SPACE AVAILABLE FOR SYSTEMS WHICH FOLLOW. DRAWING REVISIONS EMERG EMERGENCY REINF REINFORCED /ING /MENT ENCL ENCLOSURE REQ REQUIRED 18. DIMENSIONS ARE TO FACE OF FINISH, UNLESS OTHERWISE NOTED. DELTA DESIGNATES REVISION ISSUANCE ENG ENGINEER RESIL RESILIENT CLOUDS SHOWN FOR CURRENT REVISION ONLY EOS EDGE OF SLAB RET RETAINING / RETARDANT 19. PROVIDE ALL NECESSARY BLOCKING, BACKING AND FRAMING FOR LIGHT FIXTURES, EP ELECTRICAL PANEL REV REVISION ELECTRICAL UNITS, H.V.A.C. EQUIPMENT AND ALL OTHER ITEMS REQUIRING SAME. EPS EXPANDED POLYSTYRENE RGTR REGISTER ALIGNMENT SYMBOL �--ALIGN------------- EQ EQUAL RM ROOM 20. ALL MATERIALS SHALL BE HANDLED AND INSTALLED PER THE MANUFACTURER'S EQUIP EQUIPMENT RO ROUGH OPENING SPECIFICATIONS AND RECOMMENDATIONS. DESIGNATES ALIGNMENT OF DRAWING ELEMENTS �- ESCUT ESCUTCHEON RWL RAIN WATER LEADER ETC ET CETERA 21. STORAGE & DISPENSING OR USE OF ANY FLAMMABLE OR COMBUSTIBLE LIQUIDS, FLAMMABLE EWC ELECTRIC WATER COOLER SAF SELF -ADHERING FLASHING GASES AND HAZARDOUS CHEMICALS SHALL COMPLY WITH THE APPLICABLE CALIFORNIA FIRE CENTER LINE SYMBOL EXP EXPANSION SAN SANITARY CODE REGULATIONS. EXT EXTERIOR SASM SELF -ADHERING SHEET MEMBRANE DESIGNATES CENTER LINE /- EXTR EXTRUDED Sc SOLID CORE 22. NO MATERIALS SHALL BE STORED ON PUBLIC PROPERTY UNLESS AN ENCROACHMENT PERMIT SCD SEE CIVIL DRAWINGS / SEAT COVER DISPENSER IS FIRST OBTAINED FROM THE PUBLIC WORK DEPARTMENT. FA FIRE ALARM SCHD SCHEDULED NORTH SYMBOL FACP FIRE ALARM CONTROL PANEL SCWD SOLID CORE WOOD 23. WHERE DIMENSIONS ARE NOTED TO BE VERIFIED IN THE FIELD (V.I.F.) THE DIMENSION SHOWN FD FLOOR DRAIN SD SOAP DISPENSER IS THE DESIGN BASIS, BUT MAY DIFFER FROM ACTUAL CONDITIONS. CONTRACTOR SHALL HEAVY LINE DESIGNATES NORTH DIRECTION FDC FIRE DEPARTMENT CONNECTION SECT SECTION VERIFY THESE DIMENSIONS WHILE LAYING OUT THE WORK AND REPORT ANY DISCREPANCIES FDN FOUNDATION SED SEE ELECTRICAL DRAWINGS BETWEEN THE DESIGN BASIS AND ACTUAL DIMENSIONS TO THE OWNER'S REPRESENTATIVE FE FIRE EXTINGUISHER SF SQUARE FOOT / FEET PRIOR TO PROCEEDING WITH THE WORK. WHERE DIMENSIONS ARE NOTED "±", FIELD FEC FIRE EXTINGUISHER CABINET SF STOREFRONT DIMENSIONS MAY VARY FROM THE NOTED DIMENSIONS BY MINOR AMOUNTS. FF FINISH FLOOR SHT SHEET FG FINISH GRADE SHTG SHEATHING 24. THE CONTRACTOR SHALL DO ALL CUTTING, FITTING, OR PATCHING OF HIS/HER WORK THAT MAY FHC FIRE HOSE CABINET SHWR SHOWER BE REQUIRED TO MAKE ITS SEVERAL PARTS FIT TOGETHER PROPERLY AND SHALL NOT FIN FINISH SIM SIMILAR ENDANGER ANY OTHER WORK BY CUTTING, EXCAVATING, OR OTHERWISE ALTERING THE TOTAL FL FLOOR Si SEISMIC JOINT WORK OR ANY PART OF IT. ALL PATCHING, REPAIRING, AND REPLACING OF MATERIALS AND FLUOR FLUORESCENT SK SINK SURFACES, CUT OR DAMAGED IN EXECUTION OF WORK, SHALL BE DONE WITH APPLICABLE FO FACE OF SLBB SHORT LEGS BACK TO BACK MATERIALS SO THAT SURFACES REPLACED WILL UPON COMPLETION MATCH SURROUNDING FOC FACE OF CONCRETE SLD SEE LANDSCAPE DRAWINGS SIMILAR SURFACES. FOF FACE OF FINISH SM SHEET METAL FOG FACE OF GLASS SMD SEE MECHANICAL DRAWINGS 25. SHOP DRAWINGS: SHOP DRAWINGS ARE AN AID FOR FIELD PLACEMENT AND ARE SUPERSEDED FOS FACE OF STUD SMS SHEET METAL SCREW BY THE ARCHITECTURAL DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL FP FIREPROOF /ING SND SANITARY NAPKIN DISPENSER CONTRACTOR TO MAKE CERTAIN THAT ALL CONSTRUCTION IS IN FULL AGREEMENT WITH THE FIR FIRE RATED SNR SANITARY NAPKIN RECEPTACLE LATEST ARCHITECTURAL DRAWINGS. THE CONTRACTOR SHALL SUPPLY THE FS FLOOR SINK SOFF SOFFIT ARCHITECT/ENGINEER WITH A MINIMUM OF TWO COPIES OF CHECKED SHOP DRAWINGS FSD FIRE SMOKE DAMPER SOG SLAB ON GRADE BEARING THE CONTRACTOR'S STAMP OF APPROVAL AND SIGNATURE A MINIMUM OF THREE FSL FIRE SPRINKLER SPAC SPACING WEEKS PRIOR TO FABRICATION. THE REVIEW OF SHOP DRAWINGS AND SPECIFICATIONS BY FSR FIRE SPRINKLER RISER SPD SEE PLUMBING DRAWINGS THE ARCHITECT/ ENGINEER IS ONLY FOR GENERAL COMPLIANCE WITH THE ARCHITECTURAL FT FOOT/FEET SPEC /S SPECIFICATION /S AND/OR STRUCTURAL DRAWINGS AND SPECIFICATIONS. THIS REVIEW DOES NOT GUARANTEE FTG FOOTING SQ SQUARE IN ANY WAY THAT THE SHOP DRAWINGS ARE CORRECT, COMPLETE, NOR DOES IT INFER THAT FURR FURRING SRF SURFACE THEY SUPERCEDE THE ARCHITECTURAL AND/OR STUCTURAL DRAWINGS. NO PORTION OF THE FWP FABRIC WRAPPED PANEL SS STAINLESS STEEL / SOLID SURFACE WORK REQUIRING A SHOP DRAWING OR SAMPLE SUBMISSION SHALL COMMENCE UNTIL THE SSD SEE STRUCTURAL DRAWINGS SUBMISSION HAS BEEN REVIEWED BY THE ARCHITECT. ALL SUCH PORITONS OF THE WORK GA GAUGE SSK SERVICE SINK SHALL BE IN ACCORDANCE WITH APPROVED SHOP DRAWINGS AND SAMPLES. THE ARCHITECT GALV GALVANIZED SSM SOLID SURFACING MATERIAL SHALL NOT PROCEED WITH THE REVIEW OF SHOP DRAWINGS FOR A SPECIFIC SECTION OF GB GRAB BAR ST STAIR SPECIFICATIONS UNLESS THE SHOP DRAWINGS FOR THAT SECTION AND ALL RELATED AND GC GENERAL CONTRACTOR STA STATION CONTIGUOUS SECTIONS OF WORK ARE SUBMITTED IN THEIR ENTIRETY SIMULTANEOUSLY. THE GEN GENERATOR STC SOUND TRANSMISSION CLASS REVIEW AND ACCEPTANCE OF A PART OF THE SHOP DRAWINGS SHALL NOT IMPLY THE GFRC GLASS FIBER REINFORCED CONCRETE STD STANDARD ACCPEPTANCE OF THE SHOP DRAWINGS IN WHOLE OR IN PART. GFRG GLASS FIBER REINFORCED GYPSUM STIFF STIFFENER GL GLASS / GLAZING STL STEEL 26. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. GLB GLUE LAMINATED BEAM STOR STORAGE UNLESS OTHERWISE SHOWN, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE GLU-LAM GLUE LAMINATED STIR STRUCTURAL GENERAL CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND HE/SHE SHALL BE GND GROUND STS SELF TAPPING SCREW SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, GR GRADE SUSP SUSPENDED AND PROCEDURES. OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVES OF THE GSM GALVANIZED SHEET METAL SY SQUARE YARD ARCHITECT AND HIS CONSULTANTS DO NOT INCLUDE INSPECTION OF THE PROTECTIVE GWB GYPSUM WALL BOARD SYM SYMMETRICAL MEASURES OR THE PROCEDURES FOR SUCH METHODS OF CONSTRUCTION. ANY SUPPORT GYP GYPSUM SYN SYNTHETIC SERVICES PERFORMED BY THE ARCHITECT AND HIS CONSULTANTS DURING CONSTRUCTION SYS SYSTEM SHALL BE DISTINGUISHED FROM CONTNUOUS AND DETAILED INSPECTION SERVCES WHICH ARE HAT CH HAT CHANNEL FURNISHED BY OTHERS. THESE SUPPORT SERVICES WHICH ARE FURNISHED BY THE HB HOSE BIB T TREAD ARCHITECT AND HIS CONSULTANTS, WHETHER OF MATERIAL OR WORK AND WHETHER HC HOLLOW CORE T&B TOP AND BOTTOM PERFORMED PRIOR TO, DURING OR AFTER COMPLETION OF CONSTRUCTION, ARE PERFORMED HDBD HARDBOARD T&G TONGUE AND GROOVE SOLELY FOR THE PURPOSE OF ASSISTING IN QUALTIY CONTROL AND IN ACHIEVING HDR HEADER TEL TELEPHONE CONFORMANCE WITH CONTRACT DRAWINGS AND SPECIFICATIONS, BUT THEY DO NOT HDWD HARDWOOD TEMP TEMPERATURE/TEMPORARY GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSTRUED AS SUPERVISION HDWR HARDWARE TER TERRAZZO OF CONSTRUCTION. HM HOLLOW METAL THERM THERMOSTAT / THERMAL HO HOLD OPEN /MAGNETIC THK THICK 27. FIRE PROTECTION DRAWINGS SHALL BE PREPARED BY THE FIRE PROTECTION HORIZ HORIZONTAL T/O TOP OF SUBCONTRACTOR AND SUBMITTED WITHIN 30 DAYS OF ISSUANCE OF BUILDING PERMIT.SUBMIT HP HIGH POINT TOC TOP OF CONCRETE FIRE PROTECTION PLANS TO THE FIRE CHIEF FOR REVIEW AND STAMP OF APPROVAL FOR FIRE HPL HIGH PRESSURE LAMINATE TOIL TOILET CODE REQUIREMENTS HR HOUR TOS TOP OF STEEL HRAIL HANDRAIL TOW TOP OF WALL 28. PROVIDE PORTABLE FIRE EXTINGUISHER & CABINETS. TRAVEL DISTANCE TO A FIRE HSS HOLLOW STRUCTURAL SECTION TPD TOILET PAPER DISPENSER EXTINGUISHER SHALL NOT TO EXCEED MAXIMUM TRAVEL DISTANCE OF 75-FEET. FIRE HT HEIGHT TV TELEVISION EXTINGUISHERS TO BE 2A-10B:C MINIMUM, UNLESS OTHERWISE NOTED. HTR HEATER TYP TYPICAL HVAC "HEATING, VENTILATING AND AIR CONDITIONING" 29. ALL UTILITY LINES, CONDUIT, MECHANICAL AND ELECTRICAL PIPES INSTALLED ABOVE THE UL UNDERWRITERS LABORATORIES CEILINGS SHALL BE HELD AS CLOSE AS POSSIBLE TO THE ADJACENT ROOF/FLOOR STRUCTURE. ID INSIDE DIAMETER / DIMENSION UON UNLESS OTHERWISE NOTED IN INCH UR URINAL 30. EXIT SIGN ILLUMINATION CIRCUIT SHALL BE MAINTAINED AND CONTROLLED SEPARATELY FROM INCAND INCANDESCENT VERT VERTICAL ALL OTHER CIRCUITS IN THE BUILDING. INCL INCLUDE /ING VEST VESTIBULE INSUL INSULATION /ING VIF VERIFY IN FIELD INT INTERIOR VTR VENT THROUGH ROOF INTER INTERMEDIATE INTUM INTUMESCENT INV INVERT JAN JANITOR /IAL JST JOIST JT JOINT For 4 Arc. i .ecture 120 Second St 2ndFloor San Francisco,CA 94105 Tel : 415 . 775 . 8748 Fax 415 . 775 8752 w w w Form4inc c o m 425 EL PINTADO SENIOR HOUSING 425 EL PINTADO RD, DANVILLE, CA 94526 CLIENT: 425 EP Investors, LLC ISSUANCE DATE ENTITLEMENT SUBMITTAL 2 03.13.2024 REVISIONS A DELTA DATE ENTITLEMENT SUBMITTAL 2 03.13.2024 KEY PLAN: STAMP: } PROJECT NO: 22.056.00 SHEET NAME: GENERAL NOTES, ABBREVIATIONS AND SYMBOLS PHASE: SHEET NO: A002 92020 PER ZONING CODE 32-2 DEFINITION, STORY: "IF THE FINISH FLOOR LEVEL DIRECTLY ABOVE THE BASEMENT IS MORE THAN 6' ABOVE THE GROUND ADJACENT TO THE BUILDING FOR MORE THAN 50% OF THE TOTAL PERIMETER, SUCH BASEMENT... SHALL BE CONSIDERED A STORY." IN OTHER WORDS, FOR THIS TO BE A BASEMENT GARAGE, LEVEL 1 (AT 393' ELV) CANNOT BE MORE THAN 6' ABOVE GRADE FOR MORE THAN 50% OF THE PERIMETER. THEREFORE THE GRADE ELEVATION MUST BE 387' FOR 50% OR MORE OF THE PERIMETER. TOTAL BLDG PERIMETER AT GRADE = 1,412' BLDG PERIMETER @ 387' = 716' = 50.7% BASEMENT -GRADE LEVEL DIAGRAM 1 " = 60'-0" ST 408' AB AT EAS 404' AB AT WE,' HEIGHT ANALYSIS SECTION 1/8" = 1'-0" T m 0 z �o PENTHOUSE ROOF LEVEL 44' - 0" MAIN ROOF / LEVEL 4 33'-0" LEVEL 3 I] 22'-0" v LEVEL 2 11'-0" LEVEL 1 SEA LEVEL = 0" 384.3' AB% LEVEL B1 -15'-0" (E) RESIDENCE MAIN LEVEL @ 404' ABOVE SEA LEVEL PROJECT WILL APPEAR 33' TALL, SEE SECTION I I SIGHT LINE (E) RESIDENCE MAIN - - - - - - - - - - - - LEVEL @ 408' ABOVE 1 r ° SEA LEVEL / I PROJECT WILL APPEAR / - 29' TALL, SEE SECTION I I - ° SIGHT � LINE i l HIGH POINT OF GRADE: / �393' - 0" 'WFS�Q_11_a / 11 375' - 6" LOW POINT OF GRADE: / - - J �� DERRD BLVD PER ZONING CODE 32-45.10 LAND USE AREAS: BUILDING HEIGHT SHALL MEAN THE VERTICAL DISTANCE MEASURED FROM THE AVERAGE GRADE LEVEL OF THE HIGHEST AND LOWEST POINT OF FIN GRADE. HIGHEST GRADE @ PERIMETER 393' - 0" AVG GRADE LEVEL = -8' - 9" LOWEST GRADE @ PERIMETER 375' - 6" 0 � I 0 W 0 W For 4 l rc. 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4aI PARKING DIAGRAM 1/16" = V-0" / i I I / I / / / I I I /J / / / / O O O O O O O TOTAL PARKING (A004) 198 CARS TOTAL • 12 IN STACKERS • 56 STALLS ON GRADE • 130 IN PUZZELS PARKING ASSIGNED PER UNIT 3BR 26x = 52 SPACES 2 EA per code 2BR (51x) = 102 SPACES (2 EA per code) 1 BR (22x) = 22 SPACES (1 EA) 22 SPACES REMAINING FOR GUEST *WAIVER REQUESTED FOR PARKING • Resid Parkin - 187 re / 176 provided • Guest Parking - 24.75 req / 22 provided • 28' drive aisle waiver LEGEND ON GRADE STALLS ON GRADE ADA STALLS 2 LEVEL STACKER SYSTEM 2 CARS STACKED VERTICALLY 3 LEVEL PUZZLER SYSTEM 3 CARS STACKED VERTICALLY 1 CAR OMITTED PER MACHINE FOR DRIVE-IN ACCESS For 4 Arc. i .ecture 120 Second St 2ndFloor SanFrancisco,CA 94105 Tel : 415 . 775 . 8748 Fa x 415 . 775 8752 w w w Form4inc c o m 425 EL PINTADO SENIOR HOUSING 425 EL PINTADO RD, DANVILLE, CA 94526 CLIENT: 425 EP Investors, LLC ISSUANCE DATE ENTITLEMENT SUBMITTAL 2 03.13.2024 REVISIONS A DELTA DATE ENTITLEMENT SUBMITTAL 2 03.13.2024 KEY PLAN: STAMP: PROJECT NO: 22.056.00 SHEET NAME: PARKING DIAGRAM PHASE: 0- 0 0 v N N 0 N Nt Cl) I 0' 8' 16' 32' © 2020 SHEET NO: A004 r A. .6 "dhr A .S1 N., IMF t 'T 4�,.. dip ye : r!9 W, p ;v Ift I Ix %. % X au r4W.- mw Ao % M Ljr L p lip . 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F•, • ' 1 r • 1 1 ■ LOCATION: r •y1,■r. ■ T III' If 1161 ' - r � 4 1 ' • • RESIDENTIAL DECK AT GROUND r r r•• f� 1 + f ti�1 - LEVEL - __ -- '..:- :_ LA--■�1'� ■ I I • 5M_ r' • ..• •.. • •.. ~_ IL—� .. L ter- • '� IL _ f J � - ■ i r' r ir jp • TEXTURED WOOD PLANKS TILE MOSIC, PATTERN AND DARK GREY ALU WINDOWS DARK BRONZE COLORS TBD ANODIZED • CLEAR LOW-E, NON MIRRORED GLAZING LOCATION: LOCATION: LOCATION: • CONCRETE PODIUM WALL, TYP PODIUM WALL AT MAIN ENTRY FACADE BANDS AND COPLANAR LOCATION: ELEVATIONS, SEE ELEVATIONS TYPICAL WINDOWS, SEE ELEVATIONS WOOD BENCHES: GREEN SCREEN WALL PANELS: METAL PANEL: WOOD SIDING: BALCONY RAILS: I 1 ti do r ' 14 1 f • DARK WOOD f' f f.•r r fr • _ • WARM TONES , LOCATION: FIRST STEP OF CASCADES ` • THROUGHOUT COURTYARD AT PLANTER EDGES F � ■ t L • CREEPERS / VINES PER STANDING SEAM SINC MTL, COMPOSITE WOOD SIDING DARK PER METAL LANDSCAPE STAGGERED JOINTS LIGHT GREY -BROWN WOOD • WARM TONE LOCATION: LOCATION: • CONCRETE PODIUM WALL, SEE BREEZEWAY FASCIA, STAIR LOCATION: LOCATION: ELEVATIONS TOWER WALL, ENTRY CANOPY RECESSED FACADE AREAS, SEE BALCONY RAILINGS TYPICAL ELV For 4 Arc. � . cture 120 Second St 2ndFloor San Francisco, CA 94105 Tel : 415 . 775 . 8748 Fax 415 . 775 8752 w w w Form4inc c o m 425 EL PINTADO SENIOR HOUSING 425 EL PINTADO RD, DANVILLEI CA 94526 CLIENT: 425 EP Investors, LLC ISSUANCE DATE ENTITLEMENT SUBMITTAL 2 03.13.2024 REVISIONS A DELTA DATE ENTITLEMENT SUBMITTAL 2 03.13.2024 KEY PLAN: STAMP: PROJECT NO: 22.056.00 SHEET NAME: MATERIALS BOARD PHASE: SHEET NO: A006 92020 i�, r,� d + F L 3k- va� A�- L %I . , F %I A. r + . . . . . . . . jGmmm6.- % 4r % % 1p - 9L 14 J16 VIA' r JF6 kF d. d- Ap 41- L .0 qk.6 it l lm% .16 1A �' kr 4.. V, y i ti opr IMP-- WW6 Oar r Jr b WL wk 31 A6k r. a t r L % _1k k COL % -14 Ag IL. A M IL 167' MPF T%, k ... L 77. op e mA Jr EC I Xj •r L4 ,Lik�_ .7 b pL �A LTL / Fr % V. I j W6 4 p W6 r 4L 10 5py 4 All JF ­2.;6� N9 --C Qf 06 pUr Ir IP ;L5 At 4L L ir • % A • IL er dr. 1-4v ?4 4 V f4y4pz 'o, P 1.�, M ykx' % I- PL J- je r.k A. rr Y 4. _P Kpv6f 'd 4w LL A P_ Lr ri, .01T T 7k. Af. wo % FL-N % %• p d, r % -P M - Lf fir r !L PINTADC nR 0 N MM 1011 K. VESTING TENTATIVE MAP SX IST. 10' WID WER EASEME (�9g NT 9 0 R 23) n z H LEGEND:ON CID SANITARY SEWER MANHOLE WATER VALVE O FOUND MONUMENT AS NOTED •O STANDARD STREET MONUMENT EASEMENT LINE - - ADJACENT PROPERTY LINE BOUNDARY LINE - - - - - - TIE LINE CENTERLINE EXISTING WATER LINE EXISTING STORM DRAIN PIPE EXISTING ELECTRIC CABLE EXISTING SANITARY SEWER LINE EXISTING EDGE OF PAVEMENT EXISTING BUILDING EXISTING CURB AND GUTTER EXISTING TREE ABBREVIATIONS: BLDG BUILDING CONC CONCRETE (E)/EX EXISTING ESMT EASEMENT FNC FENCE INV. INVERT P.U.E PRIVATE UTILITY EASEMENT REBAR. REBAR ( ) RECORD DATA R/W RIGHT OF WAY SSCO SANITARY SEWER CLEANOUT SSMH SANITARY SEWER MANHOLE SDDI STORM DRAIN DRAIN INLET (T) TOTAL WM WATER METER WV WATER VALVE co M coLii N O N co 1 1 I 1 1 I 1 EX\S `5g04 O.R• FOR CONDOMINIUM PURPOSES 425 EL PINTADO ROAD 99 RESIDENTIAL UNITS TOWN OF DANVILLE, CONTRA COSTA COUNTY, CALIFORNIA N 41 '43'48"E 212.06' _�� S53'0g'1g.� _ S36'50'42"E 5.59' W 222.01 _ EL CERRO g0VLE_390 VA000 ARL) 0,09 Form 4 .1 toc-:1-ire HwY 24 120 Second St 2ndFloor San Francisco,CA 94105 MT. DIABLO BLVD 6'� Tel : 4 1 5 . 7 7 5 . 8 7 4 8 p Fa x 415 . 775 8752 w w w Form4inc c o rn 0 4019qc� o �qY -N- 0 DEBOLT 50 + YEARS CIVIL ENGINEERING (925) 837-3780 1 OFFICE@DEBOLTCIVIL.COM 480 SAN RAMON VALLEY BLVD UNIT L, DANVILLE, CA 94526 SI TE VICINITY MAP N.T.S. PROJECT SUMMARY PROPERTY ADDRESS: OWNER: CIVIL ENGINEER: ASSESSOR'S PARCEL NO: TOTAL AREA: EXISTING ZONING: EXISTING LAND USE: PROPOSED ZONING: PROPOSED LAND USE: UTILITIES: WATER SUPPLY: FIRE PROTECTION: SEWAGE DISPOSAL: STORM DRAIN: GAS & ELECTRIC: CABLE TELEVISION: 425 EL PINTADO RD DANVILLE, CA 94526 DIAMOND CONSTRUCTION 425 EL PINTADO ROAD DANVILLE, CA 94526 DEBOLT CIVIL ENGINEERING, INC. 480 SAN RAMON VALLEY BLVD UNIT L DANVILLE, CALIFORNIA 94596 (925) 837-3780 DEBOLT CIVIL ENGINEERING, INC. 480 SAN RAMON VALLEY BLVD UNIT L DANVILLE, CALIFORNIA 94596 (925) 837-3780 200-040-012 137,906 SQ.FT. / 3.17± AC O-1 COMMERCIAL OFFICE M-35 MULTI -FAMILY RESIDENTIAL EAST BAY MUNICIPAL UTILITY DISTRICT (EBMUD) SAN RAMON VALLEY FIRE PROTECTION DISTRICT CENTRAL CONTRA COSTA SANITATION DISTRICT TOWN OF DANVILLE PACIFIC GAS & ELECTRIC AT&T COMCAST PROJECT BENCHMARK CONTRA COSTA COUNTY BENCHMARK #3589 - A FASTENER AND TAG SET IN THE CENTER OF THE CONCRETE HEADWALL LOCATED 270± FEET SOUTH FROM THE INTERSECTION OF EL CERRO BOULEVARD AND EL PINTADO WEST IN DANVILLE, APPROXIMATELY 45 FEET WEST OF THE CENTERLINE OF EL PINTADO WEST. ELEVATION 362.20' NGVD29 BASIS OF BEARINGS THE MONUMENT LINE OF EL PINTADO ROAD TAKEN AS NORTH 62°06'03" WEST, AS SHOWN ON THE PARCEL MAP OF SUBDIVISION MSM 104-77 (76-PM-1). FLOOD ZONE ZONE AE - FLOOD HAZARD AREA WITH BASE FLOOD ELEVATION OF 480.3 (NVGD-29) / 483.0 (NAVD-88) ZONE X - AREA OF MINIMAL FLOOD HAZARD COMMUNITY PANEL NO: 06013CO462F EFFECTIVE DATE: 06/16/2009 EARTHWORKS: CUT 2,700 C.Y. FILL 1,500 C.Y. EXPORT 1,200 C.Y. SHEET INDEX SHEET DESCRIPTION VTM-1 VESTING TENTATIVE PARCEL MAP VTM-2 TOPOGRAPHIC SURVEY VTM-3 PRELIMINARY GRADING, DRAINAGE AND UTILITY PLAN VTM-4 PRELIMINARY STORM WATER CONTROL PLAN ENGINEER'S STATEMENT CIVIL ENGINEERING WORK ON THIS VESTING TENTATIVE PARCEL MAP HAS BEEN PREPARED BY ME OR UNDER MY DIRECTION IN ACCORDANCE WITH STANDARD CIVIL ENGINEERING PRACTICE. ,f rf •• r f f `� +� L 03/13/24 EASTON C. MCALLISTER, PE P.E. #61148 EXP 12/31/24 DATE 425 EL PINTADO RD HOUSING 425 EL PINTADO RD, DANVILLE, CA CLIENT: ISSUANCE DATE ENTITLEMENT SUBMITTAL 10.23.23 ENTITLEMENT SUBMITTAL 2 03.13.24 REVISIONS A DELTA DATE KEY PLAN: STAMP: PROJECT NO: 23103 SHEET NAME: VESTING TENTATIVE MAP PHASE: SHEET NO: VTM-1 Form 4 Aff'.11 . toc-:1-ire 120 Second St 2ndFloor San Francisco,CA 94105 Tel : 41 5 . 775 . 8748 Fa x 415 . 775 8752 w w w Form4inc c o m DEBOLT 50 + YEARS CIVIL ENGINEERING (925) 837-3780 1 OFFICE@DEBOLTCIVIL.COM 480 SAN RAMON VALLEY BLVD UNIT L, DANVILLE, CA 94526 425 EL PINTADO RD HOUSING 425 EL PINTADO RD, DANVILLE, CA CLIENT: ISSUANCE DATE ENTITLEMENT SUBMITTAL 10.23.23 ENTITLEMENT SUBMITTAL 2 03.13.24 REVISIONS A DELTA DATE STAMP: PROJECT NO: 23103 SHEET NAME: EXISTING CONDITIONS PLAN PHASE: SHEET NO: VTM-2 Form 4 Aff'.11 . toc-:1-ire 120 Second St 2ndFloor San Francisco,CA 94105 Tel : 41 5 . 775 . 8748 Fa x 415 . 775 8752 w w w Form4inc c o m DEBOLT 50 + YEARS CIVIL ENGINEERING (925) 837-3780 1 OFFICE@DEBOLTCIVIL.COM 480 SAN RAMON VALLEY BLVD UNIT L, DANVILLE, CA 94526 425 EL PINTADO RD HOUSING 425 EL PINTADO RD, DANVILLE, CA CLIENT: ISSUANCE DATE ENTITLEMENT SUBMITTAL 10.23.23 ENTITLEMENT SUBMITTAL 2 03.13.24 REVISIONS A DELTA DATE KEY PLAN: STAMP: PROJECT NO: 23103 SHEET NAME: PRELIMINARY GRADING, DRAINAGE AND UTILITY PLAN PHASE: SHEET NO: VTM-3 Form 4 Aff'.11 . toc-:1-ire 120 Second St 2ndFloor San Francisco,CA 94105 Tel : 41 5 . 775 . 8748 Fa x 415 . 775 8752 w w w Form4inc c o m DEBOLT 50 + YEARS CIVIL ENGINEERING (925) 837-3780 1 OFFICE@DEBOLTCIVIL.COM 480 SAN RAMON VALLEY BLVD UNIT L, DANVILLE, CA 94526 425 EL PINTADO RD HOUSING 425 EL PINTADO RD, DANVILLE, CA CLIENT: ISSUANCE DATE ENTITLEMENT SUBMITTAL 10.23.23 ENTITLEMENT SUBMITTAL 2 03.13.24 REVISIONS A DELTA DATE STAMP: PROJECT NO: 23103 SHEET NAME: PRELIMINARY STORM WATER CONTROL PLAN PHASE: SHEET NO: VTM-4 MR m I I I I I I I I I I I I I I I }• S S 1 } f.. - . . AGC E K IBL` CL.T-1 ra k, v "J GC -Er', '0 TF SEAT ti'1ALL GARDEN VW-1 I Z GOTTIr T.4. LC TO I A� E 19FQ AR. - - ARTS �RA.F- E T14.3LE WITH STRING LI ;; IT S PITTING rjSEE N FtiLr..-`.��IHI F H�:1��:4'F t'.�.,11`ti r 'ti• . WI I H `.�I kINSo I Ito-I1'. UNIT "A ti r40 71 r oil r _. EXERCISE PKA '�k'.ITEI I -USE a r^'rL' ,-- 0'v ER H EAJ .AR 30F A' I— .' J B(.1-T- N SE TIN' .AREA I r - _�Ca'r ErgTRA aH. ` I I HE r'ti` 1 � I i DE CO WIVE IVE PAVING TE�R�A�E� 111'Li`R ' FEATURE & PLANTERS am FOLD:NG OR REMCfV.�BLE+ BOLLARDS BIA ■ .� �..a. - ' STMWATER ENT ARE& � TD PLAITING AREA, TYP f; For 4 'mrc1ite,--.ur,e 120 Second St 2ndFloar SanFranGlsco. CA 94108 Tel : 4 1 D . 7 7-5. 8 748 Fa x : 415 . 775 8752 w w w . Fo rm41 nc corn L1i P L H 1I U 1�1 L LEI L I-1 C91-A # 3 5 ? T-2alea �quar:2 . 21 E Lorinda CA 94563 925.2:4.-7422 ih11'II.IetI.Iana �r. 0 0 0 425 EL PINTADO I 5 FI ftl. TA00 RE; L)ANVIL.L.F i.A �aS26 - I C- ENT JEFF STONE I I HIL L GERA f '4' f 1 I , AFSL,Si'L I�%;;kIANf.L ykrL L NI I : LU-1; N r %�' L"Al I i AL 1; 19 2023 ENTFLEMEr, TSL.EMITTAL02 Q; 1-3{02d r. n Cp1')LJ1aDfr3ASEVEN— F LW3 (7fd� Is DEL r Irt , k rL rORrlWATER TR�AWENT AREA, F0, SC D � f ' '-' i r S + r I AGREE TO COMPLY WH THE PEDUIREMENTS Or -Hr CALIFORNIA MODEL wArtp rrrICIENT LANDSCAPE ORDINANCE, TOWN OF DANVILLE MWELO DRDI N ANCr, SAY- F`RIEN DLY WIC LANDS CAPS CHECKLIST, AN b TO SLID 1411 A COMPLETE PERFORMANCE LANDSCAPE DOCUMENTATION PACKAGE A N D ASSOCIATED PLANS/CALCULATIONS PRIOR TO CONSTRUCTION. SI r L'WJ ;�E OF _AND`_ -"ADE ARCHITECT- 3rjc-- wekt ),V 1 L3,r'' 0}. �. -_ — KE'' PLAN ST.-\MF' PRC.. EC— NO: 22 056 00 PRELIMINARY LANDSCAPE PLAN - �N LEVEL B & LEVEL 1 PHASE. SHEET NO SCALE, 11 ' = ?'- 0" Ll m0l I I I I IIII IIII I� II II R IIII IIII I II I I I I I I I I I I III I I 4 4 = u I III II I� I I I I I I I I I �I II II I I II 11 II 11 II L O I� J D L� 4 I AGREE TO COMPLY WITH 1HE REQUIREMENTS OF "HE CALIFORNIA MODtL WAM EFFICIENT LANDSCAPE ORDINANCE, TOWN OE DANVILLE MWELO ORDINANCE, BAY - MENDLY GASIC LANDSCAPE CHECKLIST, AN b TO SUN WI T A COMPLETE PERFORMANCE LANDSCAPE DOCUMENTATION PACKAGE A N D ASSOCIATED PLANS/CALCULATIONS PRIOR TO CONSTRUCTION. SI S `W .J �E OF ARCHITEC'T: r For 4 A1r-c -I IteC .LI C 120 Second St 2ndFloor SanFranc�lsco. CA 94105 T e I : 415 . 775 . 8748 F a x 41 5 . 775 8752 w w w Form4inc c o m CHLA #2335 ? T,�Eva Squa':2 #2IV DrirJa Dr; 94563 925.2:34-5+22 bywh .jei. and 4r5 FI PI+JTA00 RE; CAx!',rIL L.F. UA &S2B C-IENT JEFF STONE/NI HIL ERA I L)AN ;C D.,krE LN111LChiLN r ;3,,GMI7 rAL 1D 19.2023 E NT ITLEM EN T SL. B MITTAL 02 p . 13 2024 pE-vI11�' 0 N � 6 X L r A D.,k rL KE '�' PL AN: STAN,P- PROJECT NO: 22.095 00 SHEET NAN'E PRELIMINARY LANDSCAPE PLAN - LEVEL 3 & 4 PHASE. SHEET NO Ll m02 Form 4 Ardnitecture 120 Second St 2ndFloor San Francisco,CA 94105 Tel : 41 5 775 . 8748 Fa x 415 775 8752 w w w Form4inc c o m LANDSCAPE ARCHITECTURE + DESIGN CRLA #3335 2 Theatre Square #218 - Orinda CA - 94563 925.254.5422 www.jett.land 425 EL PINTADO 425 EL PINTADO RD, DANVILLE, CA 94526 CLIENT: JEFF STONE / NIKHIL GERA ISSUANCE DATE ENTITLEMENT SUBMITTAL 10.19.2023 ENTITLEMENT SUBMITTAL 02 03.13.2024 REVISIONS A DELTA DATE KEY PLAN: STAMP: PROJECT NO: 22.056.00 SHEET NAME: EXISTING TREE PLAN PHASE: SHEET NO: Ll 003 TREES PRELIMINARY PLANT PALETTE SYMBOL BOTANICAL NAME COMMON NAME SIZE SPACING HTxW WUCOLS QTY ILI TREES �' ACE PA ACER PALMATUM 'SANGO KAKU' JAPANESE MAPLE 24" BOX PER PLAN 20'x15' M y �.l ARB UN ARBUTUS UNEDO MARINA STRAWBERRY TREE 24 BOX PER PLAN 3000 L4 �_ �, ,� •� � • "{ .� � -,• �_ : �t � � CER OC CERCIS OCCIDENTALIS WESTERN REDBUD 24" BOX PER PLAN 20'x25' L Form LAG MU LAGERSTROEMIA 'MUSKOGEE' CRAPE MYRTLE 24" BOX PER PLAN 20'05' L I ` OLE EU OLEA EUROPAEA 'SWAN HILL' FRUITLESS OLIVE 24" BOX PER PLAN 30'x30' L rJcn teC Lu C-e �:. QUE AG QUERCUS AGRIFOLIA COAST LIVE OAK 24" BOX PER PLAN 40'x30' L • , •{ 120 Second St 2ndFloor LARGE SHRUBS San Francisco,CA 94105 - -• — •F ARCTOSTAPHYLOS SP. SUNSET MANZANITA 5 GAL 6'-0" OC 4'x6' L T e I 41 5 775 8748Fax : 4 15 . 7 7 5 . 8 7 5 2 Now CARPENTERIA CALIFORNICA BUSH ANEMONE 5 GAL 4'-0" OC 5'x4' L w w w. Form 4 i n c c o m ACERPALMATUM ARBU7USUNED0 `MARINA CERCISOCCIDENTALIS LAGERS7ROEM1A `MUSKOGEE 0LEA EUROPAEA `SWAN HILL' QUERCUSA GRIFOLIA DODONAEA VISCOSA 'PURPUREA' PURPLE HOP —BUSH 5 GAL 8'-0" OC 10'x6' L JA PA NESE MA PLE S7R4WBERRY7REE WES7ERN RED BUD CR4PEMYR7LE FRU17LESSOLIVE COASTLIVEOAK PITTOSPORUM TOBIRA `VARIEGATA` MOCK ORANGE 5 GAL 4'-0" OC 5'x4' L MEDIUM SHRUBS, GRASSES, & PERENNIALS LA RG E SHRUBS . L ACACIA COGNATA 'COUSIN ITT' LITTLE RIVER WATTLE 5 GAL 3'-0" OC 3'x4' L r AGAVE ATTENUATA 'NOVA' BLUE FOX TAIL AGAVE 5 GAL 3'-0" OC 3'x3' L DIETES IRIDIOIDES FORTNIGHT LILY 1 GAL 3 —0 OC 3 x4 L LOROPETALUM 'SUZANNE' FRINGE FLOWER 5 GAL 4'-0" OC 4'x4' L 0 LANDSCAPE ARCHITECTURE + DESIGN �i MUHLENBERGIA RIGENS DEER GRASS 1 GAL 4 —0 OC 4 x3 L CRLA #3335 2 Theatre Square #218 Crinda CA 94563 TMr RHAMNUS MOUND SAN BRUNO COFFEEBERRY 5 GAL 8 —0 OC 3 x5 L 925.254.5422 www.jett.land ROSMARINUS 'TUSCAN BLUE' TUSCAN BLUE ROSEMARY 5 GAL 4'-0" OC 4'x4' L PITTOSPORUM 'WHEELERS DWARF' DWARF MOCK ORANGE 5 GAL 4'-0" OC 3'x5' L , phi ' SALVIA LEUCANTHA MEXICAN SAGE 5 GAL 3'-0" OC 3'x3' L SMALL SHRUBS, GRASSES, & PERENNIALS ACHILLEA SP. YARROW 1 GAL 2'-0" OC 2'x2' L ARC70STAPHYLOSSP CARPEN7ERIA CALIFORNICA DODONEA VISCOS4 P17-7OSOORUM 70BIRA ANIGOZANTHOS SP. KANGAROO PAWS 5 GAL 2'-0" OC 3'x2' L MA NZA NITA BUSLI A NEW 0 NE `PURPUREA ' 'VA RIEGA TA ' PUPLEHOP-BUSI MOCKORANGE CISTANTHE GRANDIFLORA ROCK PURSLANE 1 GAL 2'-0" OC 2'x2' L MEDIUM SHRUBS, GRASSES & PERENNIALS O LIMONIUM PEREZII SEA LAVENDER 1 GAL 3'-0" OC 2'x2' L k *� , : I 11- LOMANDRA LONGIFOLIA 'BREEZE' DWARF MAT RUSH 1 GAL 3'-0" OC 3'x3' L ,r j ep ji iiI' I : A::� PHORMIUM HYBRID NEW ZEALAND FLAX 5 GAL 3'-0" OC 3'x3' L 2_ ' r ROSA 'SEA FOAM' GROUNDCOVER ROSE 5 GAL 3'-0" OC 2'x3' M r 'ti - 1 + ti . y;• w f' .'r r �: r• _ F1 �'' '••�ti' iY�"'r rr'Sr }� r _ VINES eg ,� r �4 I :.:I-.; r r• •,_ 71. FICUS PUMILA CREEPING FIG 5 GAL PER PLAN L �S it sL - 4. J r' +••� I� ;r`F k�i ^4Jf HARDENBERGIA VIOLACEA PURPLE LILAC VINE 5 GAL PER PLAN — L r - PARTHENOCISSUS HENRYANA CHINESE VIRG. CREEPER 5 GAL PER PLAN L ' GROUNDCOVERS T� Y~425 EL PINTADO tv,} w — ARCTOSTAPHYLOS UVA URSI MANZANITA 1 GAL 5'-0" OC 1'x5' L F _ �• — — 425 EL PINTADO RD, DANVILLE, CA 94526 —_—_— COTONEASTER D. 'CORAL BEAUTY' COTONEASTER 1 GAL 5'-0" OC 2'x5' L �� �� x �'+•'r '� � _ CLIENT: +. • a +,i4��+ �}`• _' ••}, � ���,�� � '�, �•�;: �� � •`. r • ;:�,,�.;} _._ _ _ _ LANTANA HYBRID LANTANA 1 GAL 3 —0 OC 2 x5 L ACACIA C. `COUSIN ITT' AGAVEATTEVUATA `NOVA' DIEIESIRIOIDES LOROPETALUM `SUZANNE MUHLENBERGIA RIGENS J RHAMNUSCALIFO RNICA ROSVARINUS `TUSCAN BLUE PITTOSPORUM `WHEELERS 13ALVIA LEUCANTHA STORMWATER PLANTING J E F F STONE / N I KH I L LIT7LERIVER WATTLE BLUEFOX TAIL AGAVE FOR7NIGHTLILY FRINGEFLOWER DEER GRASS `MOUND S4N BRUNO' ROSEMARY DWARF S4 GE CHONDROPETALUM TECTORUM CAPE RUSH 1 GAL 3'-0" OC 3'x3' L G E RA C0FFEEBERRY DWARFMOCKOR4NGE SMALL SHRUBS, GRASSES & PERENNIALS SYMPHORICARPOS ALBUS SNOWBERRY 5 GAL 5'-0" OC 2'x3' L JUNCUS PATENS RUSH 1 GAL 2'-0" OC 2'x2' L ISSUANCE DATE CUTTING GARDEN EXAMPLES ENTITLEMENT SUBMITTAL 10.19.2023 ` ''y Y'� �,�'' R ",•k: ='{ } +' ,� .= r ENTITLEMENT SUBMITTAL 02 03.13.2024 lop 111 x ALSTROEMERIA 'INDIAN SUMMER' PERUVIAN LILY - 'r f . . ..ram _ I',y • y' :. DAHLIA SP. DAHLIAS — — — — =�r;4 DIGITALIS SP. FOXGLOVE — — } �r ECHINACEA SP. CONFLOWER — — — — ii i ' {'• r r. Yk,'.. -� r s% GERBERA JAMESONII GERBERA DAISY — — — — .'°'' �, • '. ~ , F ' }, • }+ ', ' IRIS SP. IRIS - - - - REVISIONS A DELTA DATE 'ir V LILIUM ORIENTALIS 'STARGAZER' STARGAZER LILY — — — — _x PAEONICEAE SP. PEONY r r; �• "rC - x' r RUDBECKIA HIRTA BLACK EYED SUSAN w. t , — — — — `,��y��: '. • .ram � •'r~ l - • ACHILLEA MILLEFOLIUM ANIGOZ4N7HOSSPP CISTAN7HEGR4NDIFLOR4 LIMONIUM PEREZII LOMANDRA L. `BREEZE' PHORMIUM HYBRID ROS4 `SEA FOAM' TULIPA SP. TULIP — — — — YARROW KANGAROO PAW ROCKPURSLANE S54 LAVENDER D WA RF MA TRUS-1 NEW ZEALANDFLAX GROUNDCOVERROSE PLANTING, SOIL PREPARATION, AND GENERAL NOTES VINES 1. SOIL MANAGEMENT REPORT: UPON COMPLETION OF MASS GRADING, CONTRACTOR TO - ' PROVIDE AGRICULTURAL SOIL ANALYSIS DONE BY A QUALIFIED SOIL —TESTING 2" LODGEPOLE STAKE, (2) PER TREE. SET STAKES LABORATORY. SOIL ANALYSIS LAB TO MAKE RECOMMENDATIONS FOR AMENDING THE _ r _ PERPENDICULAR TO DIRECTION OF WIND, TYP TOPSOIL WITH COMPOST TO BRING ORGANIC MATTER TO A MINIMUM OF 5% DRY WEIGHT i (2) RUBBER TIES. LOCATE 6" ABOVE THE POINT WHERE WITH A MINIMUM OF 4 CUBIC YARDS COMPOST PER 1000 SQUARE FEET TO A DEPTH } - TREE IS SUPPORTED ENOUGH TO REMAIN UPRIGHT. TIES OF 6—INCHES. �r SHALL BE LOOSE ENOUGH TO ALLOW FOR TRUNK MOVEMENT. 2. ALL PLANTING AREAS SHALL BE TOP —DRESSED WITH A 3—INCH LAYER OF UN —DYED - # ROOTBALL— SET CROWN 1 " ABOVE FINISH GRADE ORGANIC MULCH. r f „. 3" LAYER OF MULCH KEEP 6" CLR FROM TREE TRUNK KEY PLAN: WATERING BASIN IRRIGATION DESIGN INTENT .. 1. THIS PLAN SHALL COMPLY WITH THE REQUIREMENTS OF THE STATE OF CALIFORNIA'S FICUSPUMILA HARDENBERGIA VIOLACEA PAR7HENOCISSUSHEVRYANA MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO), CITY OF DANVILLE AND CREEPING FIG PURPLE LILAC VINE CHINESEVIRG. CREEPER I 3" PERFORATED PVC DEEP WATERING SLEEVE CONTRA COSTA COUNTY WATER DISTRICT (CCCWD). I ' FERTILIZER TABLET 2. THE IRRIGATION SYSTEM SHALL BE DESIGNED TO PROVIDE THE MINIMUM AMOUNT OF STO RM WATER BACKFILL MIX WATER NECESSARY TO SUSTAIN GOOD PLANT HEALTH. fir• }i- � ' 4 r�•r1 {'S L ' �k`°'' � Z ROOT BARRIER, 24)1 DEEP. INSTALL ONLY WHERE TREES 3. THE IRRIGATION SYSTEM IS TO BE A FULLY AUTOMATIC, WEATHER —BASED SYSTEM USING ARE LOCATED WITHIN 5 FEET OF PAVING OR WALL RAIN SENSOR, LOW FLOW DRIP, BUBBLER DISTRIBUTION, AND ROTOR WITH MATCHED 4 ', r • �ar� C' .�� �h .'4 �.t� " ,,,F; '�• 2x ROOTBALL UNDISTURBED NATIVE SOIL PRECIPITATION RATE NOZZLES DESIGNED FOR HEAD —TO —HEAD COVERAGE. ''� • � `-�'' ''ti' DIA, MIN N.ri ;, NOTE 4. ALL SELECTED COMPONENTS SHALL BE PERMANENT, COMMERCIAL GRADE, SELECTED FOR STAMP: EXCAVATE PLANTING PIT TO 2x THE WIDTH OF THE ROOTBALL. SCARIFY SIDES OF PIT. DURABILITY, VANDAL RESISTANCE AND MINIMUM MAINTENANCE REQUIREMENT, INSTALLED TREE PLANTING —GRADE, AND DESIGNED FOR 100% COVERAGE. y SCALE: 1 /2" = 1'-0" 5. THE SYSTEM SHALL INCLUDE A MASTER CONTROL VALVE AND FLOW SENSING CAPABILITY WHICH WILL SHUT DOWN ALL OR PART OF THE SYSTEM IF LEAKS ARE DETECTED. OF - - 6. THE IRRIGATION SYSTEM SHALL BE DESIGNED TO DELIVER WATER TO HYDROZONES BASED ON MOISTURE REQUIREMENTS OF THE PLANT GROUPING. .', CHONDROPETALUM SYMPHORICARPOSALBUS JUNCUSPA7EVS 7EC70RUM SNOWBERRY RUSH I AGREE TO COMPLY WITH THE REQUIREMENTS OF THE CALIFORNIA MODEL CAPERUSLI WATER EFFICIENT LANDSCAPE ORDINANCE, TOWN OF DANVILLE MWELO ORDINANCE, BAY —FRIENDLY BASIC LANDSCAPE CHECKLIST, AND TO SUBMIT G RO U N D C O V ERS A COMPLETE PERFORMANCE LANDSCAPE DOCUMENTATION PACKAGE AND �.5 F - , ' ASSOCIATED PLANS/CALCULATIONS PRIOR TO CONSTRUCTION. 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J i y Jr _ L 1 �` IN A r j r LA NNZaaI J 9 !\ lie 1 Form 4 Ardnitecture 120 Second St 2ndFloor San Francisco,CA 94105 Tel : 41 5 775 . 8748 Fa x 415 775 8752 w w w Form4inc c o m LANDSCAPE ARCHITECTURE + DESIGN CRLA #3335 2 Theatre Square #218 - Orinda CA - 94563 925.254.5422 www.jett.land 425 EL PINTADO 425 EL PINTADO RD, DANVILLE, CA 94526 CLIENT: JEFF STONE / NIKHIL GERA ISSUANCE DATE ENTITLEMENT SUBMITTAL 10.19.2023 ENTITLEMENT SUBMITTAL 02 03.13.2024 REVISIONS A DELTA DATE KEY PLAN: STAMP: PROJECT NO: 22.056.00 SHEET NAME: PRELIMINARY LIGHTING PLAN PHASE: SHEET NO: L4001 For 4 arc. i .ecture 120 Second St 2ndFloor San Francisco, CA 94105 Tel : 415 . 775 . 8748 Fax 415 . 775 8752 w w w Form4inc c o m 425 EL PINTADO SENIOR HOUSING 425 EL PINTADO RD, DANVILLE, CA 94526 CLIENT: 425 EP Investors, LLC ISSUANCE DATE ENTITLEMENT SUBMITTAL 2 03.13.2024 REVISIONS A DELTA DATE ENTITLEMENT SUBMITTAL 2 03.13.2024 KEY PLAN: STAMP: PROJECT NO: 22.056.00 SHEET NAME: DEMO SITE PLAN PHASE: SHEET NO: AD1 00 For 4 arc. i .ecture 120 Second St 2ndFloor San Francisco, CA 94105 Tel : 415 . 775 . 8748 Fax 415 . 775 8752 w w w Form4inc c o m 425 EL PINTADO SENIOR HOUSING 425 EL PINTADO RD, DANVILLE, CA 94526 CLIENT: 425 EP Investors, LLC ISSUANCE DATE ENTITLEMENT SUBMITTAL 2 03.13.2024 REVISIONS A DELTA DATE ENTITLEMENT SUBMITTAL 2 03.13.2024 KEY PLAN: STAMP: PROJECT NO: 22.056.00 SHEET NAME: CONTEXT PLAN PHASE: SHEET NO: AS 100 For 4 arc. i .ecture 120 Second St 2ndFloor San Francisco, CA 94105 Tel : 415 . 775 . 8748 Fax 415 . 775 8752 w w w Form4inc c o m 425 EL PINTADO SENIOR HOUSING 425 EL PINTADO RD, DANVILLE, CA 94526 CLIENT: 425 EP Investors, LLC ISSUANCE DATE ENTITLEMENT SUBMITTAL 2 03.13.2024 REVISIONS A DELTA DATE ENTITLEMENT SUBMITTAL 2 03.13.2024 KEY PLAN: STAMP: PROJECT NO: 22.056.00 SHEET NAME: PROPOSED SITE PLAN AT BASEMENT LEVEL PHASE: SHEET NO: AS1 01 N w 00 w N 00 v N N O N Nt 39'-83/4" 33'-3" 24'-0"95'-1" 720�'-0" �390' - 4" 2'- 6" I I ❑ I , 0 0" VVID Eq I MENT �7969 —93' - 0" �I I I� ❑ ' / I ❑ _ I , I �® I I o I I ❑ I , I I I I I — I I 88' - 4" I I I � I I ❑ - -- I� I I 00 / / 1 I II ❑ L � , I i , I / I I I I EGRESS DOOR I I I I I ❑ Ll I �, o0 I I � I I I II I I I � I I I I I I I I I ❑ 393' - 0" � I I I I I I I I ❑ � I I I I I I I I ®o I I I I r ❑ L00 — I I I I I I I I �I I ❑ I I I I II I I I I I I I I � ❑ I I I II I I I I I I I ' BLDG COURTYARD I ACCESS I X BLDG COURTYARD ' I ACCESS I iu I I ' ❑ �u III��III I II I I I I I I I I I I I o0 I' I I ❑ I I I I I 393'-0" II ❑ TP I I I I Io® I I oo EGRESS DOOR - - - - - — SHEET NOTES 1. DUE TO THE HILLY SITE, THE SITE PLAN IS SHOWN ACROSS TWO DRAWINGS SO THAT ALL AT GRADE ENTRANCES AND SITE PATHS CAN BE SHOWN. SEE SECTIONS FOR MORE INFORMATION. ■I� o � M LEGEND / 16'-0" EGBERT BETTY A THE _ _ _ _ PROPERTY LINE 200-040-014 _ _ SETBACK LINE --_--_— CREEK SETBACK LINE EGBERT BETTY A THE EASEMENT LINE 200-040-014 (E) BUILDING PROPOSED BLDG FOOTPRINT LAURENCE PETER C & III=III EARTH (BELOW GRADE AT THIS LEVEL) ANNE E/ 200-040-01 55 - - - - - - - PATH OF TRAVEL O(E), AND PROPOSED TREE FIRE DEPARTMENT CONNECTION D d� ,5,w, FIRE HYDRANT For 4 arc. i .ecture 120 Second St 2ndFloor San Francisco, CA 94105 Tel : 415 . 775 . 8748 Fax 415 . 775 8752 w w w Form4inc c o m 247' - 10" 26' - 6" ------------- N R DN 425 EL PINTADO EGRESS DOOI �_ U P ® 393' - 0" N SENIOR co HOUSING ® ❑ I I 425 EL PINTADO RD, 1 ® - DANVILLE1 CA 94526 CLIENT: -�' 381'-9" 425 EP Investors, LLC 385' - 6" t I ❑ i ❑ ®®°o El— — I N ISSUANCE DATE Ll ❑ oo® o I ENTITLEMENT SUBMITTAL 2 03.13.2024 80® ❑ ]"0❑ ❑ 393' - 0" � I - I REVISIONS A DELTA DATE / ENTITLEMENT SUBMITTAL 2 03.13.2024 377' - 6" / I / 379' - 6" 8.32 % 379' - 6" 'I I i SEE BASEMENT LEVEL 000 _ ❑ 379' - 6" / / ] Do 146'-10375' - 4" " / - — - — - — - — - — - ;EEK SETBACK - - - - ,- SEE BASEMENT L SITE PLAN FOR El BELOW CER - — _ RO - BL - V - D -- PROPOSED SITE PLAN AT LEVEL 1 - — - _ SITE PLAN FOR - GARAGE ENTRY BELOW ' / BRIDGE Apr O ZHANG CHENYUE / 196-171-014 KEY PLAN: STAMP: k i _ M1 '� X' PROJECT NO: 22.056.00 SHEET NAME: PROPOSED SITE PLAN AT LEVEL 1 PHASE: SHEET NO: Cl) 1 /16" = 1'-0" 0' 8' 16' 32' © 2020 For 4 arc. i .ecture 120 Second St 2ndFloor San Francisco, CA 94105 Tel : 415 . 775 . 8748 Fax 415 . 775 8752 w w w Form4inc c o m 425 EL PINTADO SENIOR HOUSING 425 EL PINTADO RD, DANVILLE, CA 94526 CLIENT: 425 EP Investors, LLC ISSUANCE DATE ENTITLEMENT SUBMITTAL 2 03.13.2024 REVISIONS A DELTA DATE ENTITLEMENT SUBMITTAL 2 03.13.2024 KEY PLAN: STAMP: PROJECT NO: 22.056.00 SHEET NAME: FIRE ACCESS AT BASEMENT LEVEL PHASE: SHEET NO: AS 103 SHEET NOTES I N 6� v 7-5 N O N Nt I I I o I04 I I I I I I I I I SEE BASEMENT I LEVEL SITE PLAN CnD CKl-rDV QCI nXA/\ DRAINAGE EASEMENT (5804 O.R. 536) 00 oo10 hoio GATE TO PREVENT PEDESTRIAN VE FROM ENTERING THE FIRE LANE 375' - 4" CREEK SETBACK EL - ER RD _ B LV - D _ PROPOSED FIRE ACCESS PLAN AT LEVEL 1 1/16" = V-0" LAURENCE PETER C & ANNE E \ 20 0-040-015 / / BLDG ABOVE FIRE AISLE, 13'-6" 377' - 6" '� VERTICAL CLR PROVIDED. O 8.32% • _,L1 ELV IS 393' 04 �"� �• - V-6" FLOOR ASSEMBLY 379' - 6" - 13'-6" CLR / AISLE ELV TO BE 378' MAX I J o !6m 1. DUE TO THE HILLY SITE, THE SITE PLAN IS SHOWN ACROSS TWO DRAWINGS SO THAT ALL AT GRADE ENTRANCES AND SITE PATHS CAN BE SHOWN. SEE SECTIONS FOR MORE INFORMATION. 2. SIGNAGE SHALL BE POSTED AT THE DROP OFF ZONE TO INDICATE THAT IT IS NOT A PERMANENT PARKING AREA TO AVOID CONFLICT WITH EMERGENCY VEHICLES. 3. FIRE TRUCK PATH OF TRAVEL: A. AT HYD, ROAD SHALL BE 26' WIDE -CFC D103.1 B. 150' MAX BEFORE REQUIRING TURNING CIRCLE - CFC D103.4 C. WIDTH SHALL BE 20' MIN - 103.4 D. GRADES SHALL NOT BE STEEPER THAN 10% - CFC D103.2 4. AT ARIEL APPARATUS ACCESS LOCATIONS TRUCK MUST BE LOCATED 15'-35' FROM BUILDING LEGEND PROPERTY LINE SETBACK LINE --_--_- CREEK SETBACK LINE EASEMENT LINE (E) BUILDING SRVFD TURN AROUND, 100' HAMMER HEAD ROOF ACCESS STAIRS III III BELOW GRADE DUE TO SITE SLOPE X10G FIRE DEPARTMENT CONNECTION D ,5 , Y FIRE HYDRANT O CODE REQUIRED STANDPIPES DIM 200' MAX HOSE LAY (SHOWN ON LEVEL 1) DIM • DIM AGREEMENTS WITH FIRE DEPT A. "ARIEL APPARATUS ACCESS ROADS" ARE TYPICAL REQUIRED TO BE 26, PER CFC APPENDIX D TO ALLOW EMERGENCY VEHICLES TO PASS THE APPARATUS. PER SRVFD MEETING, ARIEL ACCESS ROADS MAY BE 20' WIDE ON THIS PROJECT SINCE PASSING WILL BE UNLIKELY. B. PER CFC 503.1.1 EXCEPTION 1, SRVFD HAS DIRECTED US TO INCREASED HOSE LAY DISTANCE FROM 150' TO 200'. C. PER PREAPP MEETING SRVFD HAS AGREED THAT A ROOF HATCH IS AN ACCEPTABLE METHOD TO ACCESS THE ROOF WHERE STAIRS ARE REQUIRED TO PROVIDE ROOF ACCESS. ARCHITECT HAS AGREED TO PROVIDE AN ENLARGED ROOF HATCH WHICH WILL BE ACCESSED VIA STAIRS, NOT LADDER. THESE STAIRS SHALL NOT BE ALTERNATING TREAD OR SHIP'S LADDER. THESE STAIRS WILL HAVE RISERS TALLER THAN THE TYPICAL 7" MAX PER CBC TO AVOID HEAD HEIGHT ISSUES UNDER THE HATCH. D. TURNING RADIUS OF THE ACCESS AISLE AT TYPICAL INSIDE CORNERS CAN BE 25' E. TURNING RADIUS AT HAMMER HEAD IS 32' PER SRVFD STANDARD. HANG CHENYUE 196-171-014 F. PROJECT MAY USE THE SRVFD STANDARD HAMMER HEAD WHICH IS SMALLER THAN THE CFC VARIANT. 0' 8' 16' 32' © 2020 For 4 Sri. i .ecture 120 Second St 2ndFloor SanFrancisco,CA 94105 Tel : 415 . 775 . 8748 Fa x 415 . 775 8752 w w w Form4inc c o m 425 EL PINTADO SENIOR HOUSING 425 EL PINTADO RD, DANVILLE, CA 94526 CLIENT: 425 EP Investors, LLC ISSUANCE DATE ENTITLEMENT SUBMITTAL 2 03.13.2024 REVISIONS A DELTA DATE ENTITLEMENT SUBMITTAL 2 03.13.2024 KEY PLAN: STAMP: PROJECT NO: 22.056.00 SHEET NAME: FIRE ACCESS AT LEVEL 1 PHASE: SHEET NO: AS 104 Cl) For 4 arc. i .ecture 120 Second St 2ndFloor San Francisco, CA 94105 Tel : 415 . 775 . 8748 Fax 415 . 775 8752 w w w Form4inc c o m 425 EL PINTADO SENIOR HOUSING 425 EL PINTADO RD, DANVILLE, CA 94526 CLIENT: 425 EP Investors, LLC ISSUANCE DATE ENTITLEMENT SUBMITTAL 2 03.13.2024 REVISIONS A DELTA DATE ENTITLEMENT SUBMITTAL 2 03.13.2024 KEY PLAN: STAMP: PROJECT NO: 22.056.00 SHEET NAME: FIRE ACCESS SECTIONS PHASE: SHEET NO: AS 105 For 4 arc. i .ecture 120 Second St 2ndFloor San Francisco, CA 94105 Tel : 415 . 775 . 8748 Fax 415 . 775 8752 w w w Form4inc c o m 425 EL PINTADO SENIOR HOUSING 425 EL PINTADO RD, DANVILLE, CA 94526 CLIENT: 425 EP Investors, LLC ISSUANCE DATE ENTITLEMENT SUBMITTAL 2 03.13.2024 REVISIONS A DELTA DATE ENTITLEMENT SUBMITTAL 2 03.13.2024 KEY PLAN: STAMP: PROJECT NO: 22.056.00 SHEET NAME: CONCEPTUAL EGRESS PLAN PHASE: SHEET NO: AS 106 For 4 arc. i .ecture 120 Second St 2ndFloor San Francisco, CA 94105 Tel : 415 . 775 . 8748 Fax 415 . 775 8752 w w w Form4inc c o m 425 EL PINTADO SENIOR HOUSING 425 EL PINTADO RD, DANVILLE, CA 94526 CLIENT: 425 EP Investors, LLC ISSUANCE DATE ENTITLEMENT SUBMITTAL 2 03.13.2024 REVISIONS A DELTA DATE ENTITLEMENT SUBMITTAL 2 03.13.2024 KEY PLAN: STAMP: PROJECT NO: 22.056.00 SHEET NAME: FLOOR PLAN - LEVEL B PHASE: SHEET NO: Al 00 LEGEND �I � i C �I � I i i A302 31 — i i I I• �0 I I 2BR-A' r I Al I o I I I I I I i I I i I I4ETT4 2BR-A I � I M 0 FT I II A300i 4 I — � II I' I 3 I ,A311 i I i i 2 \�A311 � �i I `�, 2BF i i � I I I I, III I' I� II 2 2 I �I o � A302 � I I , � I o \A311 A w i 30' - 0" 31' - 1 1/2" El1BR El2BR F73BR F7AMENITY BOH CIRCULATION F7TRASH --- PROPERTY LINE — — — SETBACK LINE --- CREEK SETBACK LINE For 4 Are. i .ecture 120 Second St 2ndFloor SanFrancisco,CA 94105 T e 1 415 775 8748 Fax 415 775 8752 w w w Form4inc c o m 425 EL PINTADO SENIOR HOUSING 425 EL PINTADO RD, DANVILLE, CA 94526 CLIENT: 425 EP Investors, LLC ISSUANCE DATE ENTITLEMENT SUBMITTAL 2 03.13.2024 REVISIONS A DELTA DATE ENTITLEMENT SUBMITTAL 2 1 03.JQ,/."22 KEY PLAN: STAMP: i f PROJECT NO: 22.056.00 FLOOR PLAN - LEVEL 1 PHASE: LEVEL 1 FLOOR PLAN 1 /16" = 1'-0" 0 N N O N Nt co SHEET NO: 0' 8' 16' 32' Al 01 © 2020 For 4 arc. i .ecture 120 Second St 2ndFloor San Francisco, CA 94105 Tel : 415 . 775 . 8748 Fax 415 . 775 8752 w w w Form4inc c o m 425 EL PINTADO SENIOR HOUSING 425 EL PINTADO RD, DANVILLE, CA 94526 CLIENT: 425 EP Investors, LLC ISSUANCE DATE ENTITLEMENT SUBMITTAL 2 03.13.2024 REVISIONS A DELTA DATE ENTITLEMENT SUBMITTAL 2 03.13.2024 KEY PLAN: STAMP: PROJECT NO: 22.056.00 SHEET NAME: FLOOR PLAN - LEVEL 2 PHASE: SHEET NO: Al 02 For 4 arc. i .ecture 120 Second St 2ndFloor San Francisco, CA 94105 Tel : 415 . 775 . 8748 Fax 415 . 775 8752 w w w Form4inc c o m 425 EL PINTADO SENIOR HOUSING 425 EL PINTADO RD, DANVILLE, CA 94526 CLIENT: 425 EP Investors, LLC ISSUANCE DATE ENTITLEMENT SUBMITTAL 2 03.13.2024 REVISIONS A DELTA DATE ENTITLEMENT SUBMITTAL 2 03.13.2024 KEY PLAN: STAMP: PROJECT NO: 22.056.00 SHEET NAME: FLOOR PLAN - LEVEL 3 PHASE: SHEET NO: Al 03 For 4 arc. i .ecture 120 Second St 2ndFloor San Francisco, CA 94105 Tel : 415 . 775 . 8748 Fax 415 . 775 8752 w w w Form4inc c o m 425 EL PINTADO SENIOR HOUSING 425 EL PINTADO RD, DANVILLE, CA 94526 CLIENT: 425 EP Investors, LLC ISSUANCE DATE ENTITLEMENT SUBMITTAL 2 03.13.2024 REVISIONS A DELTA DATE ENTITLEMENT SUBMITTAL 2 03.13.2024 KEY PLAN: STAMP: PROJECT NO: 22.056.00 SHEET NAME: FLOOR PLAN - LEVEL 4 PHASE: SHEET NO: Al 04 For 4 arc. i .ecture 120 Second St 2ndFloor San Francisco, CA 94105 Tel : 415 . 775 . 8748 Fax 415 . 775 8752 w w w Form4inc c o m 425 EL PINTADO SENIOR HOUSING 425 EL PINTADO RD, DANVILLE, CA 94526 CLIENT: 425 EP Investors, LLC ISSUANCE DATE ENTITLEMENT SUBMITTAL 2 03.13.2024 REVISIONS A DELTA DATE ENTITLEMENT SUBMITTAL 2 03.13.2024 KEY PLAN: STAMP: PROJECT NO: 22.056.00 SHEET NAME: UPPER ROOF PLAN PHASE: SHEET NO: Al 05 LEGEND WOOD COMPOSITE PANELS, LIGHT WD COLOR TRELLIS, MT FRAME AND LOUVERS, DARK GREY FIBER CEMENT PANELS, DARK - WARM -GRAY RAILING, PERF MTL PANEL, DARK GREY WEST ELEVATION 1 /16" = 1'-0" MECH ROOF SCREEN, MT PANEL, LIGHT GREY TRELLIS, MT FRAME AND LOUVERS, DARI GREY PENTHOUS LEVEL, SET BACK FROM MA FACADE, SEE SECTIONS WOOD COMPOSITE PANELS, LIGHT WD COLOR FIBER CEMENT PANELS, DARK WARM -GRAY RAILING, PERF MTL PANEL, DARK GREY CIP CONCRETE, GREY SOUTH ELEVATION 1 /16" = 1'-0" TRELLIS, MT FRAME AND LOUVERS, DARI GREY PENTHOUS LEVEL, SET BACK FROM MA FACADE,SEE SECTIONS WOOD COMPOSITE PANELS, LIGHT WD COLOR FIBER CEMENT PANELS, DARK WARM -GRAY RAILING, PERF MTL PANEL, DARK GREY ALU WINDOWS, DARK -BRONZE ANNODIZED CIP CONCRETE, GREY Q)KttIN VVHLL F'H DARK GREEN W/ PLANTING EAST ELEVATION TRELLIS, MT FRAME AND LOUVERS, DARK GREY WOOD COMPOSITE PANELS, LIGHT WD - COLOR RAILING, PERF MTL PANEL, DARK GREY FIBER CEMENT PANELS, DARK WARM -GRAY ALU WINDOWS, DARK -BRONZE ANNODIZED CIP CONCRETE, GREY TRELLIS, MT FRAME MECH ROOF SCREEN, AND LOUVERS, DARK MT PANEL, LIGHT GREY X GREY lull Lllllll � � _■_■_■� �� � � nlion"1111111 ��■■■ ff � IIIII ■ I ■ 0 P. W. HE 01 Sig wom I■ ■Imr.1I■ ■1ma!!■jimffiffm I■ BLDG FACADE IN PENTHOUS LEVEL, TRELLIS, MT FRAME BACKGROUND SET BACK FROM MAIN AND LOUVERS, DARK BLDG FACADE IN PENTHOUS LEVEL, Qnr11r_'on1 inin \ SET BACK FROM MAIN PENTHOUS LEVEL, SET BACK FROM MAIN BREEZEWAY ROOF, FACADE, SEE MT PANEL, DARK SECTIONS GREY PENTHOUSE ROOF LEVEL 44' - 0" .............. CD ............. - MAIN ROOF / LEVEL 4 I if 33 - 0 - - LEVEL 3 22' - 0" o , --- LEVEL - - �r o 102 --- J LEVEL 1 — _- 0„ O AVG GRADE - O -8' - 911 LEVEL 131 UNITS -11'-0" LEVEL 131 -15'-0" OFF-WHITE FIBER CEMENT PANELS COMPOSITE WOOD SIDING BOARD FORM CONCRETE 4 DARK GREY PERFORATED MTL BALCONY RAILING w JGREEN SCREEN WALL PANELS W/ FOLIAGE PER LANDSCAPE m a PENTHOUSE ROOF LEVEL � 44' - 0" 0 -� MAIN ROOF / LEVEL 4 33'-Off 0 Al LEVEL 3 22'-Off 0 (V LO LEVEL 2 11'-Off 0 Al LEVEL 1 Off AVG GRADE -8' - 9" —_LEVEL 131 UNITS -1 if - 0" LEVEL 131 -15'-0" PENTHOUSE ROOF LEVEL 44' - 0" 0 - MAIN ROOF / LEVEL 4 ........ 33'-Off 0 �. LEVEL 3 ......221 - 0,, ... .......... o � (V Ltd J 2 X ..................LEVEL 11' -.0" � .......< 0 LEVEL 1 0" 0 AVG GRADE -8' - 9" 0 LEVEL 131 UNITS -1 if - 0" ............................... LEVEL B1 ................. -15'-0" ......................................... ............................................. ....................................................... PFNTH(11 1.qF n 16! LEVEL 131, MECHANICAL SCREEN WALL MTL PANEL For 4 l rc. I.00ture 120 Second St 2ndFloor SanFrancisco,CA 94105 Tel : 415 . 775 . 8748 Fa x 415 . 775 8752 w w w Form4inc c o m 425 EL PINTADO SENIOR HOUSING 425 EL PINTADO RD, DANVILLE, CA 94526 CLIENT: 425 EP Investors, LLC ISSUANCE DATE ENTITLEMENT SUBMITTAL 2 03.13.2024 REVISIONS A DELTA DATE ENTITLEMENT SUBMITTAL 2 03.13.2024 KEY PLAN: STAMP: PROJECT NO: 22.056.00 SHEET NAME: BUILDING ELEVATIONS - OVERALL PHASE: 0- M N N O N Nt Cl) NORTH ELEVATION 1 /16" = 1'-0" v 0' 8' 16' 32' © 2020 SHEET NO: For 4 arc. i .ecture 120 Second St 2ndFloor San Francisco, CA 94105 Tel : 415 . 775 . 8748 Fax 415 . 775 8752 w w w Form4inc c o m 425 EL PINTADO SENIOR HOUSING 425 EL PINTADO RD, DANVILLE, CA 94526 CLIENT: 425 EP Investors, LLC ISSUANCE DATE ENTITLEMENT SUBMITTAL 2 03.13.2024 REVISIONS A DELTA DATE ENTITLEMENT SUBMITTAL 2 03.13.2024 KEY PLAN: STAMP: PROJECT NO: 22.056.00 SHEET NAME: BUILDING SECTIONS, NORTH - SOUTH PHASE: SHEET NO: For 4 arc. i .ecture 120 Second St 2ndFloor San Francisco, CA 94105 Tel : 415 . 775 . 8748 Fax 415 . 775 8752 w w w Form4inc c o m 425 EL PINTADO SENIOR HOUSING 425 EL PINTADO RD, DANVILLE, CA 94526 CLIENT: 425 EP Investors, LLC ISSUANCE DATE ENTITLEMENT SUBMITTAL 2 03.13.2024 REVISIONS A DELTA DATE ENTITLEMENT SUBMITTAL 2 03.13.2024 KEY PLAN: STAMP: PROJECT NO: 22.056.00 SHEET NAME: BUILDING SECTIONS, EAST -WEST PHASE: SHEET NO: For 4 arc. i .ecture 120 Second St 2ndFloor San Francisco, CA 94105 Tel : 415 . 775 . 8748 Fax 415 . 775 8752 w w w Form4inc c o m 425 EL PINTADO SENIOR HOUSING 425 EL PINTADO RD, DANVILLE, CA 94526 CLIENT: 425 EP Investors, LLC ISSUANCE DATE ENTITLEMENT SUBMITTAL 2 03.13.2024 REVISIONS A DELTA DATE ENTITLEMENT SUBMITTAL 2 03.13.2024 KEY PLAN: STAMP: PROJECT NO: 22.056.00 SHEET NAME: TYP UNIT PLANS 1 BR PHASE: SHEET NO: A500 For 4 arc. i .ecture 120 Second St 2ndFloor San Francisco, CA 94105 Tel : 415 . 775 . 8748 Fax 415 . 775 8752 w w w Form4inc c o m 425 EL PINTADO SENIOR HOUSING 425 EL PINTADO RD, DANVILLE, CA 94526 CLIENT: 425 EP Investors, LLC ISSUANCE DATE ENTITLEMENT SUBMITTAL 2 03.13.2024 REVISIONS A DELTA DATE ENTITLEMENT SUBMITTAL 2 03.13.2024 KEY PLAN: STAMP: PROJECT NO: 22.056.00 SHEET NAME: TYP UNIT PLANS 2BR PHASE: SHEET NO: A502 For 4 arc. i .ecture 120 Second St 2ndFloor San Francisco, CA 94105 Tel : 415 . 775 . 8748 Fax 415 . 775 8752 w w w Form4inc c o m 425 EL PINTADO SENIOR HOUSING 425 EL PINTADO RD, DANVILLE, CA 94526 CLIENT: 425 EP Investors, LLC ISSUANCE DATE ENTITLEMENT SUBMITTAL 2 03.13.2024 REVISIONS A DELTA DATE ENTITLEMENT SUBMITTAL 2 03.13.2024 KEY PLAN: STAMP: PROJECT NO: 22.056.00 SHEET NAME: TYP UNIT PLANS 3BR PHASE: SHEET NO: A504 For 4 arc. i .ecture 120 Second St 2ndFloor San Francisco, CA 94105 Tel : 415 . 775 . 8748 Fax 415 . 775 8752 w w w Form4inc c o m 425 EL PINTADO SENIOR HOUSING 425 EL PINTADO RD, DANVILLE, CA 94526 CLIENT: 425 EP Investors, LLC ISSUANCE DATE ENTITLEMENT SUBMITTAL 2 03.13.2024 REVISIONS A DELTA DATE ENTITLEMENT SUBMITTAL 2 03.13.2024 KEY PLAN: STAMP: PROJECT NO: 22.056.00 SHEET NAME: TYP UNIT PLANS 3BR PHASE: SHEET NO: A505 For 4 arc. i .ecture 120 Second St 2ndFloor San Francisco, CA 94105 Tel : 415 . 775 . 8748 Fax 415 . 775 8752 w w w Form4inc c o m 425 EL PINTADO SENIOR HOUSING 425 EL PINTADO RD, DANVILLE, CA 94526 CLIENT: 425 EP Investors, LLC ISSUANCE DATE ENTITLEMENT SUBMITTAL 2 03.13.2024 REVISIONS A DELTA DATE ENTITLEMENT SUBMITTAL 2 03.13.2024 KEY PLAN: STAMP: PROJECT NO: 22.056.00 SHEET NAME: TYP UNIT PLANS PENTHOUSE PHASE: SHEET NO: A506 For 4 arc. i .ecture 120 Second St 2ndFloor San Francisco, CA 94105 Tel : 415 . 775 . 8748 Fax 415 . 775 8752 w w w Form4inc c o m 425 EL PINTADO SENIOR HOUSING 425 EL PINTADO RD, DANVILLE, CA 94526 CLIENT: 425 EP Investors, LLC ISSUANCE DATE ENTITLEMENT SUBMITTAL 2 03.13.2024 REVISIONS A DELTA DATE ENTITLEMENT SUBMITTAL 2 03.13.2024 KEY PLAN: STAMP: PROJECT NO: 22.056.00 SHEET NAME: TYP UNIT PLANS PENTHOUSE PHASE: SHEET NO: A507 For 4 arc. i .ecture 120 Second St 2ndFloor San Francisco, CA 94105 Tel : 415 . 775 . 8748 Fax 415 . 775 8752 w w w Form4inc c o m 425 EL PINTADO SENIOR HOUSING 425 EL PINTADO RD, DANVILLE, CA 94526 CLIENT: 425 EP Investors, LLC ISSUANCE DATE ENTITLEMENT SUBMITTAL 2 03.13.2024 REVISIONS A DELTA DATE ENTITLEMENT SUBMITTAL 2 03.13.2024 KEY PLAN: STAMP: PROJECT NO: 22.056.00 SHEET NAME: TYP UNIT PLANS PENTHOUSE PHASE: SHEET NO: A508 a —%L ~ r _ r Y '• ti 1 ■,p 1 _ J r mo M r i 1 s. 1. 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