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HomeMy WebLinkAboutReso - PC - 2023.10.10 - 9ADocuSign Envelope lo 3D2 F:01 3-7801-45 DD-85C7-8267C9F63D78 RECORDING REQUESTEO BY Planning Department City of Budingame WHEN RECORDED IVA L TO COMMUNITY DEVELOPMENT DEPARTMENT CITY OF BURLINGAI\,IE 501 PRIMROSE ROAD BURLINGAME, CA 94010 2023-060013 12t32pm 11tOgt2V23R'1 Fee: NO FEE Count of Pagea4 Recorded in Off icial Rocord8 Co unty ofSan Mateo MarkChurch Asse6aor€ountY Cle*'Rocorder l1llll]l rllll li[li[]l[liullllllll11llillllilulllilulilJl lll]lil Resolution No. 2023-10.10.23-9A 1312 IVILLS AVENUE APN 026-071-130 TITLE OF DOCUMENT Date October 23, 2023 btxiw Aayrtwy ;IEi RU et G Ai# bu!E Kevin Gardiner, AICP, Community Development Di q I hereby certjfy thls to be a full true and conect mpy of the document it purports to be the original oi which s on file in my office. RESOLUTION APPROVING CATEGORICAL EXEMPTION, DESIGN REVIEW, AND SPECIAL PERMITS RESOLVED, by the Planning Commission of the City of Burlingame that WHEREAS, a Categorical Exemption has been prepared and application has been made for Desiqn Review and Special Permits for a second story balconv and an attached oaraoe for a new. two-story sinole-unit dwe llin o and attached oaraoe at 1312 Mills Aven ue 26 n edR -1 Mohith and Ruchika Jula iliDA ro AP 6-07't-1 30 WHEREAS, said matters were heard by the Planning Commission of the City of Burlingame on October 10.2023, at which time it reviewed and considered the staff report and all other written materials and testimony presented at said hearing; NOW, THEREFORE, it is RESOLVED and DETERMINED by this Planning Commission that On the basis of the lnitial Study and the documents submitted and reviewed, and comments received and addressed by this Commission, it is hereby found that there is no substantial evidence that the project set forth above will have a significant effect on the environment, and categorical exemption, per Section 15303 (a), which states that construction of a limited number of new, small facllities or structures including one single family residence or a second dwelling unit in a residential zone is exempt from environmental review. ln urbanized areas, up to three single-family residences maybe constructed or converted under lhis exemption, is hereby approved. 3. lt is further directed that a certified copy of this resolution be recorded i e official records of the County of San Mateo 1 I alr n S LOII), Secretary of the Planning mmissi of the City of Burlingame, do hereby certify that the foregoing resolution was introduced and adopted at a regular meeting of the Planning Commission held on the 1oth day of October. 2023 by the following vote: 1312 rtLLS AVE - RESO 20ixt-10.10-Zt-9AAYES: COUAROTO,LOWENTHAL PFAFF, SCHXID, SHORES, TSE NOES: NONE ABSENT: HORAN RECUSED: I{ONE 2. Said Design Review and Special Permits are approved subject to the conditions sel forth in Exhibit "A" attached hereto. Findings for such Design Review and Special Permits are set forth in the staff report, mrnutes, and recording of said meeting. t, 1 Conditions of Approval for Categorical Exemption, Design Review, and Special permits 1312 Mills Avenue Effective October 20, 2023 Page 1 that the project shall be built as shown on the plans submitted to the Planning Division date stamped September 22,2023, sheets A.1 through 4.6, sheets L1, SP.1 and Topographic Survey; that any changes to building materials, exterior finishes, windows, architectural features, roof height or pitch, and amount ortype of hardscape materials shall be subject to Planning Division or Planning Commission review (FYl or amendment to be determined by Planning staff); that any changes to the size or envelope of the flrst or second floors, or garage, which would include adding or enlarging a dormer(s), shall require an amendment to this permit; that any recycling containers, debris boxes or dumpsters for the construction project shall be placed upon the private property, if feasible, as determined by the Community Development Director; 2 J 4 5 7 that demolition or removal of the existing structures and any grading or earth moving on the site shall not occur until a building permit has been issued and such site work shall be required to comply with all the regulations of the Bay Area Air Quality Management District; that prior to issuance of a building permit for construction of the poect, the proiect construction plans shall be modified to include a cover sheet listing all conditions of approval adopted by the Planning Commission, or City Council on appeal; which shall remain a part of all sets of approved plans throughout the construction process. Compliance with all conditions of approval is required; the conditions of approval shall not be modified or changed without the approval of the Planning Commission, or City Council on appeal; that all air ducts, plumbing vents, and flues shall be combined, where possible, to a single termination and installed on the portions of the roof not visible from the street; and that these venting details shall be included and approved in the construction plans before a Building permit is issued; that the project shall comply with the Construclion and Demolition Debris Recycling Ordinance which requires affected demolition, new construction and alteration projects to submit a Waste Reduction plan and meet recycling requirements; any partial or full demolition of a structure, interior or exterior, shall require a demolition permit; 9. that the project shall meet all the requirements of the California Building and Uniform Fire Codes, in effect at time of building permit submittal, as amended by the City of Burlingame; THE FOLLOWING CONDITIONS SHALL BE MET DURING THE BUILDING INSPECTION PROCESS PRIOR TO THE INSPECTIONS NOTED IN EACH CONDITION: 10. that prior to scheduling the framing inspection the applicant shall provide a certification by the project architect or residential designer, or another architect or residential design professional, that demonstrates that the project falls at or below the maximum approved floor area ratio for the property; 8 EXHIBIT "A" b. EXHIBIT "A" Conditions of Approval for Categorical Exemption, Design Review, and Special Permits 13'12 Mills Avenue Effective October 20, 2023 11. that prior to scheduling the foundation inspection, a licensed surveyor shall locate the property corners, set the building footprint and certify the first-floor elevation of the new structure(s) based on the elevation at the top of the form boards per the approved plans; this survey shall be accepted by the City Engineer; 13 that prior to final inspection, Planning Division staff will inspect and note compliance of the architectural details (trim materials, window type, etc.) to verify that the project has been built according to the approved Planning and Building plans. 12.that prior to scheduling the framing inspection the project architect or residential designer, or another architect or residential design professional, shall provide an architectural certification that the architectural details shown in the approved design which should be evident at framing, such as window locations and bays, are built as shown on the approved plans; architectural certification documenting framing compliance with approved design shall be submitted to the Building Division before the final framing inspection shall be scheduled; that prior to scheduling the roof deck inspection, a licensed surveyor shall shoot the height of the roof ridge and provide certification of that height to the Building Division; and 14. NEWRESIDENCE Geurse Conceptual Desi8ns, Inc. BUILDING MAINTENANCE AND OPERATION (2022 CGC §4.410) FOR MR. + MRS. JULAPALLI 1312 MILLS AVENUE BURLINGAME CA. 94010 DISCLAIMER I PROJECT DATA AN OPERATION AND MAINTENANCE MANUAL WILL BE PROVIDED AT FINAL INSPECTION. 2022 CGC §4.410.1 WHERE 5 OR MORE MULTIFAMILY DWELLING UNITS ARE CONSTRUCTED ON OCCUPANCY GROUP: R3/U A BUILDING SITE, PROVIDE READILY ACCESSIBLE AREAS THAT SERVE ALL BUILDINGS ON SITE AND ARE IDENTIFIED FOR THE DEPOSITING, STORAGE, AND COLLECTION OF R GEURSE CONCEPTUAL DESIGNS, INC. OR THE PROJECT ENGINEERS SHALL I FOR ANY ACTIONS TAKEN. NONHAZARDOUS MATERIALS FOR RECYCLING, INCLUDING PAPER, CORRUGATED CARDBOARD, GLASS, PLASTICS, ORGANIC WASTE AND METALS, OR MEET LOCAL ORDINANCE, IF MORE ANYONE THE PROJECT SP BY AN THAT PERSON HAS A IONS ANY CALCULATIONS OR SPECIO- CATIONS UNTIL DESCRII'TION OF USE SINGLE FAMILY RESIDENCE GE CE R PROJECT E GI GEURSE CONCEPTUAL DESIGNS, INC. PRINCIPALS OR PROJECT ENGINEERS HAVE BEEN NOTIFIED. UPON NOTIFICATION THE S, RESTRICTIVE. 2022 CGC §4.410.2 PARTIES INVOLVED WILL CORRECT THE DISCREPANCY, MAKE THE NECESSARY INCLUSIONS OR MORE CLEARLY EXPLAIN THE INTENT OF THE DRAWINGS, CALCULATIONS OR SPECIFICATIONS. TYPE OF CONSTRUCTION: V B THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE UNLESS OTHERWISE SHOWN, THEY SPRINKLERS: REQUIRED BUILDING DEFT. GENERAL NOTES DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT ALL WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONST. MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES NECESSARY TO COMPLETE THE PROJECT. # OF STORIES: 2 STORIES 1. ANY HIDDEN CONDITIONS REQUIRE WORK TO BE PERFORMED BEYOND THE SCOPE OF THE BUILDING PERMIT ISSUED FOR THESE PLANS MAY REQUIRE FURTHER CITY APPROVALS INCLUDING REVIEW BY THE PLANNING COMMISSION. THE BUILDING OWNER, PROJECT DESIGNER, AND /OR CONTRACTOR MUST SUBMIT A REVISION TO THE CITY FOR ANY WORK NOT GRAPHICALLY ILLUSTRATED IN THESE PLANS PRIOR TO PERFORMING THIS WORK - VERIFICATION (2022 CGC §703) UPON REQUEST, VERIFICATION OF COMPLIANCE WITH THIS CODE MAY INCLUDE CONSTRUCTION DOCUMENTS, PLANS, SPECIFICATIONS, BUILDER OR INSTALLER CERTIFICATION, INSPECTION REPORTS, OR OTHER METHODS ACCEPTABLE TO THE BUILDING DIVISION THAT WILL SHOW SUBSTANTIAL CONFORMANCE WITH THE 2022 CODE REQUIREMENTS. 2019 CGC §703.1 TITLE 24 SPECIAL FEATURES. HERS FEATURE SUMMARY REQUIRED SPECIAL FEATURES THE FOLLOWING ARE FEATURES THAT MUST BE INSTALLED AS CONDITION FOR MEETING THE MODELED ENERGY PERFORMANCE FOR THIS COMPUTER ANALYSIS. DUCTS IN CRAWL SPACE NORTHWEST ENERGY EFFICIENCY ALLIANCE (NEEA) RATED HEAT PUMP WATER HEATER, SPECIFIC BRAND/MODEL, OR EQUIVALENT, MUST BE INSTALLED HERS FEATURE SUMMARY THE FOLLOWING IS A SUMMARY OF THE FEATURES THAT MUST BE FIELD -VERIFIED BY A CERTIFIED HERS RATER AS A CONDITION FOR MEETING THE MODELED ENERGY PERFORMANCE FOR THIS COMPUTER ANALYSIS. ADDITIONAL DETAIL IS PROVIDED IN THE BUILDNG TABLES BELOW. REGISTERED CF2RS AND CF3RS ARE REQUIRED TO BE COMPLETED IN THE HERS REGISTRY BUILDING -LEVEL VERIFICATIONS: QUALITY INSULATION INSTALLATION (QII) INDOOR AIR QUALITY VENTILATION COOLING SYSTEM VERIFICATIONS. • MINIMUM AIRFLOW • FAN EFFICACY WATTS/CFM HEATING SYSTEM VERIFICATIONS: • VERIFIED HEAT PUMP RATED HEATING CAPACITY HVAC DISTRIBUTION SYSTEM VERIFICATIONS: • DUCT LEAKAGE TESTING DOMESTIC HOT WATER SYSTEM VERIFICATIONS: -- NONE -- SOLAR POWER AND PI-iOTOVOLTIC SYSTEM SOLAR POWER AND PHOTOVOLTIC SYSTEM SHALL BE DEFERRED SUBMITTAL AND SHALL BE REVIEWED AND APPROVED BY BUILDING DEPARTMENT PRIOR TO INSTALLATION. 1: EFFICIENCY EDR INCLUDES IMPROVEMENTS TO THE BUILDING ENVELOPE AND MORE EFFICIENT EQUIPMENT 2: TOTAL EDR INCLUDES EFFICIENCY AND DEMAND RESPONSE MEASURES SUCH AS PHOTOVOLTAIC (PV) SYSTEMS AND BATTERIES 3: BUILDING COMPLIES WHEN EFFICIENCY AND TOTAL COMPLIANCE MARGINS ARE GREATER THAN OR EQUAL TO ZERO • STANDARD DESIGN PV CAPACITY: 4.48 KWDC PV SYSTEM RESIZED TO 4.48 KWDC (A FACTOR OF 4.27) TO ACHIEVE 'STANDARD DESIGN PV' PV SCALING BURLINGAME CONSTRUCTION HOURS NO PERSON SHALL ERECT (INCLUDING EXCAVATION AND GRADING), DEMOLISH, ALTER OR REPAIR ANY BUILDING OR STRUCTURE OTHER THAN BETWEEN THE HOURS OF &00 A.M. AND 7DO PM ON WEEKDAYS, AND 9100 AM AND 6.00 PM ON SATURDAYS, EXCEPT IN THE CASE OF URGENT NECESSITY IN THE INTEREST OF PUBLIC HEALTH AND SAFETY, AND THEN ONLY WITH WRITTEN APPROVAL FROM THE BUILDING OFFICIAL, WHICH APPROVAL SHALL BE GRANTED FOR A PERIOD NOT TO EXCEED THREE (3) DAYS FOR PROJECTS INCLUDING STRUCTURES WITH A GROSS FLOOR AREA OF LESS THAN 40,000 SQUARE FEET; AND WHEN REASONABLE TO ACCOMPLISH THE ERECTION, DEMOLITION, ALTERATION OR REPAIR, NOT TO EXCEED TWENTY (20) DAYS FOR PROJECTS INCLUDING STRUCTURES WITH A GROSS FLOOR AREA OF 40,000 SQUARE FEET OR GREATER NO PERSON SHALL ERECT (INCLUDING EXCAVATION AND GRADING), DEMOLISH, ALTER OR REPAIR ANY BUILDING OR STRUCTURE ON SUNDAYS OR ON HOLIDAYS. FOR THE PURPOSE OF THIS SECTION, HOLIDAYS ARE THE DAYS SET FORTH IN SECTION 13.04.100 OF THE BURLiNGAME MUNICIPAL CODE AND ARE DEFINED AS: JANUARY I THE THIRD MONDAY IN JANUARY THE THIRD MONDAY IN FEBRUARY THE LAST MONDAY IN MAY JULY 4 THE FIRST MONDAY IN SEPTEMBER THE SECOND MONDAY IN OCTOBER NOVEMBER 11 THE FOURTH THURSDAY IN NOVEMBER DECEMBER 25 WHENEVER A HOLIDAY FALLS ON A SUNDAY, THE MONDAY FOLLOWING IS A HOLIDAY. WHENEVER A HOLIDAY FALLS ON A SATURDAY, THE FRIDAY PRECEDING IS A HOLIDAY. THE RESTRICTIONS STATED IN THIS SECTION SHALL NOT APPLY TO WORK THAT DOES NOT REQUIRE A PERMIT UNDER ANY APPLICABLE LAW OR REGULATION. SANDBLASTING OR SIMILAR EXTERNAL BUILDING CLEANING SHALL BE LIMITED TO 8:00 AM. TO 5:00 PM MONDAY THROUGH FRIDAY, AND PROHIBITED ON HOLIDAYS ON SUCH DAYS. POLLUTANT CONTROL (2022 CGC §4504) AT THE TIME OF ROUGH INSTALLATION, DURING STORAGE ON THE CONSTRUCTION SITE, AND UNTIL FINAL STARTUP OF THE HVAC EQUIPMENT, ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENTS OPENINGS WILL BE COVERED WITH TAPE, PLASTIC, SHEET METALS, OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY TO REDUCE THE AMOUNT OF WATER, DUST, OR DEBRIS THAT MAY ENTER THE SYSTEM 2022 CGC §4504.1 ADHESIVES, SEALANTS, AND CAULKS USED ON THE PROJECT SHALL FOLLOW LOCAL AND REGIONAL AIR POLLUTION OR AIR QUALITY MANAGEMENT DISTRICT STANDARDS. 2022 CGC §4.504.2.1 PAINTS AND COATINGS WILL COMPLY WITH VOC LIMITS. 2022 CGC §4504.2.2 AEROSOL PAINTS AND COATINGS WILL MEET THE PRODUCT -WEIGHTED MIR LIMITS FOR ROC, AND COMPLY WITH PERCENT VOC BY WEIGHT OF PRODUCT LIMITS, REGULATION 8, RULE 49. 2022 CGC §4.504.23 DOCUMENTATION SHALL VERIFY COMPLIANCE FOR VOC FINISH MATERIALS. 2022CGC §4504.2.4 CARPET SYSTEMS WILL MEET CALGREEN TESTING AND PRODUCT REQUIREMENTS. 2022 CGC §45043 WHERE RESILIENT FLOORING IS INSTALLED, AT LEAST 80% OF THE FLOOR AREA RECEIVING RESILIENT FLOORING WILL COMPLY WITH THE CALIFORNIA GREEN BUILDING CODE REQUIREMENTS. 2022 CGC §4504.4 HARDWOOD PLYWOOD, PARTICLEBOARD, AND MEDIUM DENSITY FIBERBOARD COMPOSITE WOOD PRODUCTS SHALL COMPLY WITH THE LOW FORMALDEI IYDE EMISSION STANDARDS. 2022CGC §45045 BURLINGAME FIRE PROTECTION FOR RESIDENCE 1. AN AUTOMATIC SPRINKLER SYSTEM IS REQUIRED THROUGHTOUT THE ENTIRE STRUCTURE AND DETACHED GARAGE + ADU UNDER SEPARATE PERMIT. CONTRACTOR TO PROVIDE A FIRE PROTECTION COMPANY LICENSED BY STATE OF CALIFORNIA. PLANS TO BE DESIGN AND BUILD AND APPROVED BY FIRE DEPARTMENT PRIOR TO CONSTRUCTION. FIRE PROTECTION COMPANY TO VERIFY THROUGH CALCULATIONS SIZE OF WATER METER AND NEW MAIN WATER LINE TO RESIDENCE PRIOR TO ANY INSTALLATION OF METER 2. AN AUTOMATIC SPRINKLER SYSTEM IS REQUIRED THROUGHTOUT THE ENTIRE STRUCTURE UNDER SEPARATE PERMIT. CONTRACTOR TO PROVIDE A FIRE PROTECTION COMPANY LICENSED BY STATE OF CALIFORNIAPLANS TO BE DESIGNED AND BUILD AND APPROVED BY FIRE DEPARTMENT PRIOR TO CONSTRUCTION. FIRE PROTECTION COMPANY TO VERIFY THROUGH CALCULATIONS SIZE OF WATER METER PRIOR TO ANY INSTALLATION OF METER 3.FIRE SPRINKLER PLANS SHALL BE SUBMITTED UNDER SEPARATE PERMIT TO CENTRAL COUNTY FIRE DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION. 4. PROVIDE A BACKFLOW PREVENTION DEVICE / ASSEMBLY - SCHEMATIC OF WATER LATERAL LINE AFTER METER SHALL BE SHOWN ON BUILDING PLANS, SEE DETAIL 3, SHEET AD.1 SEE SITE PLAN FOR LOCATION. 5. CONTRACTOR SHALL INSURE THE DOUBLE CHECK VALVE ASSEMBLY FOR FIRE PROTECTION IS TESTED AND APPROVED BY THE SAN MATEO COUNTY ENVOIRMENTAL HEALTH APPROVED CONTRACTOR. 6. ALL SPRINKLER DRAINAGE SHALL BE PLACED INTO LANDSCAPE AREAS. 7. FIRE FLOW SHALL MEET REQUIREMENTS OF CALIFORNIA FIRE CODE APENDIX IIIA. FIRE FLOW FOR RESIDENTIAL BUILDING LESS THAN 3,600 SQ. FT. SHALL BE PROVIDED AT 1,000 GPM UNLESS PROTECTED BY AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM, THEN IT MAY BE REDUCED BY 50% 8. MINIMUM OF 1" METER REQUIRED. SIZE OF METER TO BE SIZED BASED ON FIRE SPRINKLER DESIGNED CALCULATIONS. THE CONTRACTOR SHALL ALSO PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. OBSERVATION VISITS TO THE PROJECT SITE BY FIELD REPRESENTATIVES OF GEURSE CONCEPTUAL DESIGNS, INC. AND ASPN: 026-071-130 PROJECT ENGINEERS SHALL NOT INCLUDE INSPECTION OF PROTECTIVE MEASURES OR THE CONSTRUCTION PROCEDURES REQUIRE FOR THE SAME, WHICH IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR ANY SUPPORT SERVICES PERFORMED BY GEURSE CONCEPTUAL DESIGNS, INC. PRINCIPALS AND THE PROJECT ENGINEERS DURING CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION WHICH ARE FURNISED BY OTHERS. THE SUPPORT SERVICES RESIDENCE LOT COVERAGE PERFORMEDBYGEURSE CONCEPTUAL DESIGNS, INC. AND THE ENGINEERS, WHEATHER OF MATERIAL ORWORK, AND WHEATHER PERFORMED PRIOR TO, DURING, OR AFTER COMPLETION OF CONSTRUCTION ARE PERFORMED SOLELY FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING CONFOR- MANCE WITH THE CONTRACT DRAWINGS AND SPECIFICATIONS. HOWEVER, THEY DO NOT GUARANTEE CONTRACTORS PERFORMANCE AND SHALL NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION. ALL SUB -CONTRACTORS ARE RESPONSIBLE FOR COMPLIANCE OF ALL APPLICABLE CODES AND REGULATIONS REGARDLESS SEE SKEET A.I.SF + A.2.SF. OF WHAT IS SHOWN ON DRAWINGS. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH STANDARD BUILDING CODES BY GOVERNING JURISDICTIONS OF APPLICABLE CODES. THE BUILDER OF THIS STRUCTURE SHALL BE TOTALLY RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND DETAILS OF THESE PLANS PRIOR TO AND DURING CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER ANY SCALED DIMENSIONS. THE CONTRACTOR AND ALL SUB -CONTRACTORS SHALL CHECK ALL DRAWINGS FURNISHED TO THEM IMMEDIATELY UPON RECEIPT AND SHALL PROMPTLY NOTIFY THE CONCERNING PARTIES OF ANY PROBLEMS, DETAILS, OR DISCREPANCIES. THE CONTRACTOR AND ALL SUB -CONTRACTORS SHALL COMPARE ALL DRAWINGS AND VERIFY THE FIGURES IN ALL CONDITIONS, DIMENSIONS, AND DETAILS. ANY DISCREPANCIES SHALL BE CORRECTED PRIOR TO THE COMMENCEMENT OF ANY WORK IN THE AREA OF ALLOWABLE FLR. AREA RATIO QUESTION. THE CONTRACTOR AND ANY EFFECTED SUB -CONTRACTORS SHALL BE RESPONSIBLE FOR ANY ERRORS WHICH MAY HAVE BEEN OMITTED THEREBY. PROJECT DIRECTORY MR MOHITH + MRS. RUCHIKA JULAPALLI 1312 MILLS AVENUE PRECISE GREEN CONSULTING, INC. BURLINGAME CA 94010 T: 818-446-6563 E RAFFI@PRECISEGREEN CONSULTING.COM STRUCTURAL ENGINEER CONTACT: RAFFI DAR STATE OF CA LICENSE NO: C039390 AART ASSINK AART ASSINK ASSOCIATES 1611 EL PRADO AVENUE TORRANCE CALIFORNIA, 90501 TEL 310.618.0782 EMAIL: AA-ASSOC@PACBEL.LNET SOILS AND CIVIL ENGINERRING SIGMA PRIME GEOSCIENCES, INC. 332 PRINCETON AVENUE HALF MOON BAY CA 94019 CONTACT: CHARLES KISSICK P.E. 650-728-3590 SIGMAPRM@PACBELLNET WADE HAMMOND LAND SURVEYOR PLS 6163 36660 NEWARK BLVD. SUITE C NEWAM CA 94560 TEL: 510-579-6112 FAX 510-991-8054 WADE@W ILANDSURVEYORCOM W W W.WADEHAMMONDPLS.COM DESIGN & CONSTRUCTION DOCUMENTS GEURSE CONCEPTUAL DESIGNS, INC. 405 BAYSWATER AVENUE BURLINGAME CA 94010 TEL: 650.703.6197 FAX 650558.9324 CONTACT: JESSE GEURSE EMAIL: JGEURSE@GMAILCOM BUILDER: FEMA FLOOD ZONE NOTE PROPERTY IS LOCATED IN THE SPECIAL FLOOD HAZZARD AREA THE PROPOSED HOUSE MUST BE CONSTRUCTED AT THE DESIGN FLOOD ELEVATION OR ABOVE THE BASE FLOOD ELEVATION (BFE) PLUS 1' (CALIFORNIA BUILDING CODE). CONFIRMATION THAT THE FIRST FLOOR HAS BEEN CONSTRUCTED AT THE DESIGN FLOOD ELEVATION WILL BE REQUIRED WITH THE COMPLETION AND SUBMITTAL OF AN ELEVATION CERTIFICATE WITH ISSUANCE OF A LETTER OF MAP AMENDMENT (LOMA) FROM PIMA SHOWING THE THAT THE STRUCTURES HAVE BEEN REMOVED FROM THE FLOOD ZONE A COPY OF THE LOMA IS REQUIRED PRIOR TO BUILDING PERMIT FINAL. PLEASE INCLUDE THIS LANGUAGE ON THE PLANS FOR THE CONTRACTOR'S REFERENCE VICINITY MAP SUBJECT PROPERTY Q N36°45'E 1I II M' So' S0' W' S0' S0' SO' S0' SO' S0' SO 50' b' SO 50 50' 45 xa 77' IxE I B8' b• 22 @ 19 18 17 16 15 4 13 12 11 10 9 8 7 6 5 4 3 2 w 3 $19214 071 ado II II ---- x_ $ 20 5 1 a 11 10 0 ® 0 © ® (2) OO ® O+ o II I 75 50 W 50 50 50 •A b U I I N9e°4!'E a MILLS AVE. i � II II ]o' ).9 i 3 3 O Z 3 U � W BB' 141' & ® 153A ® h 16 41' 0 17 40' 18 M' ¢ 2 4 ¢ U b 40 14 © 13 $ o $ 19 O g S � 20 A ® 11 A A 21 Q4 g ® 10 $ $ 22 OS $ S © 9 S A 23 © d Q7 5 &%24 d Q1 7 A f4a.ea• g 25 ® A $ ® 6 A 26 � $ A R 5 $ ,eo.eo' g 27 f0 A $ ® 4 A uos°' A 28 11 $ 31 (i� b 30 @ a0 29 i� a0 �^ f4o.3o' faox0 GROVE ® ti 21 ©9 20 5. b• 30 I I 1 19 ! ©1 18 Q, 17 .. B 2 © 22 A B 16 O $ A ® 23 A 15 Q3 d ® 24 A 14 04 A St ® 25 & 13 ® d R © 26 A 07 2 © 27 ,2 © A i 1 11 O7 d A Q 28 A 10 O 52 $ ©0 29 A 9 O A R 19 30 & 8 1® d A 1® 31 A 7 11 8 1 2 (io 3 4 qo 5 (g 40' 6 (B SO' u 9 0 a -1 ' 21 90' 20 00' \ 119 b' 18 90' 17 ' 90' 1za' $ ©0 22 A uv 16 O A $ qo 23 A 15 O & A 1® 24 A 14 ®5i Q 25 A 13 O $ A (jo 26 A 073 P 1® 27 12 © 8 2 (jo 28 A 10 ® $ $ 19 29 A 9 0 A 1© 30 A 8 f0 $ A® 31 A 1x0 7 ® R ix0' b 1 ® b' 2 40 40' b 3 ® 40' b 4 @ 40' 5 © 40' 6 �i 40' 50' 35' 35'. ®M.3os 6f' Stl LL I 200� II 21 A 2s a9.x4' Q I 19 O$ V) ¢ 411 A (R 23] B0.63' 18® 3t II 73.81' I P © 24 17 A 6 ® 25 16 ® A B].98' 8338' � A ® 26 15 © A -IBe.ee' w 8® 27 14 O% g h ao.ce' < $ © 28 13 � B $ © 29 12 O9 11 y $ 30 ----- 10 A© 31 1 no.x4' 32 Z g if].30' 33 +nn C 7 1 eh ¢ _l b' 1 b' 2 3190' 6 1 3 1zo.1z', ffi § 5 1® p ,z3er b' b' b' b' 4 ....3. -45E N 45'E N38°45'E AVE. ffi SEE SHEET A.I.SF + A.2.SF. FLOOR AREA CALCULATION SEE SHEET A.I.SF + A.2.SF. CODE COMPLIANT THESE PLANS ARE TO COMPLY TO THE FOLLOWING CODES, ORDINANCES, RULES AND REGULATIONS; A) 2022 CALIFORNIA BUILDING CODE B) 2022 CALIFORNIA RESIDENTIAL CODE C) 2022 CALIFORNIA ELECTRICAL CODE D)2022 CALIFORNIA MECHANICAL E) 2022 CALIFORNIA FIRE CODE F) 2022 CALIFORNIA PLUMBING CODE G) 2022 CALIFORNIA GREEN BUILDING CODE H) 2022 CALIFORNIA ENERGY EFFICIENCY STANDARDS I) BURLINGAME MUNICIPAL CODE, ETC. J) ALL OTHER STATE, MUNICIPAL„ AND LOCAL ORDINANCES, CODES, RULES AND REGULATIONS. M AS AMENDED BY THE STATE OF CALIFORNIA BUILDING CODE CITY OFFICIAL CONTACTS PLANNING DIVISION: CATFIERINE KEYLON - (650) 558-7252 OR CKEYLON@BLMINGAME.ORG FIRE: CHRISTINE REED - (650) 558-7617 OR CREED@CENTRALCOUNTYFD.ORG BUILDING DIVISION: RICK CARO - (650) 558-7270 OR RCARO@BURLINGAMEORG PUBLIC WORKS: MARTIN QUAN- (650)558-7245 OR MQUAN@BURLINGAMEORG PARKS DIVISION. BOB DISCO - (650) 558-7334 OR BDISCO@BURLINGAMEORG STORMWATER DIVISION: JENNIFER LEE - (650) 558-7381 OR JLEE@BURLINGAMEORG SHEET INDEX SKEET NO. DESCRIPTION T.0 TITLE SHEET + PROJECT DATA SITE BMP.1 CONSTRUCTION BEST MANAGEMENT PRACTICES (BMP'S) 1 SURVEY DM.1 SITE DEMOLITION PLAN SP.1 SITE PLAN PUBLIC WORKS PW.1 PUBLIC WORKS REQUIREMENTS AND DETAILS PW.2 PUBLIC WORKS REQUIREMENTS AND DETAILS PW.3 SITE DETAILS ARCHITECTURAL A.1 FIRST LEVEL FLOOR PLAN A1.SF FIRST LEVEL FLOOR AREA CALCULATION PLAN A2 SECOND LEVEL FLOOR PLAN A2.SF SECOND LEVEL FLOOR AREA CALCULATION PLAN A3 ROOF LEVEL + GARAGE-ADU PLAN A4 EXTERIOR ELEVATIONS A5 EXTERIOR ELEVATIONS A6 BUILDING SECTIONS A7 EXTERIOR RENDERINGS ADI DETAILS AD.2 DETAILS AD3 DETAILS LANDSCAPE L.1 LANDSCAPE / HARDSCAPE PLAN PROJECT DESCRIPTION 2 STORY RESIDENCE WITH ATTACHED 1 CAR GARAGE 4 BEDROOMS,1/2 BATH, 3 FULL BATHROOMS, LIVING ROOM, DINING ROOM FAMILY ROOM, KITCHEN, LAUNDRY CLOSET. 405 bayswater ave. Burlingame, california 94010 tel:650.703.6197 email: j8eurseg8mail.com SIGNATURE BOX: NAME JESSE GEURSE CITY OF BURLINGAMEBUSINESS NO: 22811, EXPIRATION DATE 06, • i BURLINGAME CA L I F U RN I n /A DESIGNS, INC. U 7-12-2023 JFG PLANNING SUBMISSION-PC-1 5-9-2023 JFG PLANNING SUBMISSION-PC-0 NO. DATE BY DESCRIPTION CONST. REVISIONS ITIS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES, ERRORS, OMMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE DESIGNER PROJECT NAME NEW TWO STORY RESIDENCE MR. + MRS. JULAPALLI 1312 MILLS AVENUE BURLINGAME, CALIFORNIA 94010 DATE 2302 JOB NO. DRAWN JFG BY. REVIEWED BY: JFG DRAWING TITLE tTTLE SHEET + PROJECT DATA ENGINEER. I DRAWINGNO. AART ASSM SCALE AS SHOWN RELEASED TO CONSTRUCTION T.0 CONSTRUCTION BEST MANAGEMENT PRACTICES Geurse Conceptual Designs, Inc. SAN MATEO COUNTYWIDE Water Pollution Prevention Program Clean Water. Healthy Community. Construction Best Management Practices (BMPs) Construction projects are required to implement the storinwater best management practices (BM P) on this page, as they apply to your project, all year long. Materials & Waste Management Non -Hazardous Materials ❑ Berm and cover .tockpiles of sand, dirt or other construction material with tarps when rain is forecast or if not actively being used within 14 Jaya. I] Use (hut don't oventse) reclaimed water for dust control Hazardous Materials ❑ Label all hazardous materials and hazardous wastes Ouch as pesticides, paints, thinners, solvents, fuel, oil, and antifreeze) in accordance with city, county. state and l�Yfcral regulations. ❑ Store hazardous materials and wastes in water tight containers, store in appropriate secondary containment. and cover them at the end of every work day or during wet weather or when rain is forecast. ❑ Follow manufacturer's application instructions for hazardous materials and be careful not to use more than necessary. Do not apply chemicals outdoors when rain is forecast within 24 hours. C] Arrange for appropriate disposal of all hazardous wastes. Waste Managernent ❑ Cover waste disposal container% securely w ith tarps at the end of every work day and during wet weather. ❑ Check waste disposal containers frequently for leaks and to make sure they are not o%erfillcd Never hose down a dumpstcr on the construction site. O Clean of replace portable toilets, acid inspect them frequently for leaks and spills. ❑ Dispose of all wastes and debris properly. Recycle materials and wastes that can be recycled (such as asphalt, concrete, aggregate base materials, wood, gyp board, pipe, ctc. ) U Dispose of liquid residues from paints. thinners, solvents, glues, and cleaning fluids as hazardous waste. Construction Entrances and Perimeter ❑ Establish and maintain effecti%c perimeter controls and stabili7c all construction entrances and exits to sufficiently control erosion and sediment discharges from site and tracking off site. ❑ Sweep or vacuum any street tracking immediately and secure sedin><nt source to prevent further tracking. Ncvcr hose down strccts to clean up tracking. Equipment Management & Spill Control Stainteoance and Parking ❑ ix:signatc an area, fitted with appropriate BMPs, for - vehicle and equipment parking and storage. ❑ Perform major maintenance, repair jobs, and vehicle and equipment washing off site U lhrefueling or vehicle maintenance must be done onsite, work in a bermed area away from storm drains and over a drip pan or drop cloths big enough to collect fluids. Recycic or dispose of fluids as hazardous waste. O If vehicle or equipment cleaning must he done onsite, clean with water only in a finned area that will not allo%% rinse water to run into gutters, strccts, storm drains, or surface waters. U Do not clean vehicle or equipment onsitc using soaps, soli ents, degreasers, or steam cleaning equipment. Spill Prevention and Control ❑ Keep spill cleanup matcnals (e.g.. rags, absorbents and cat litter) available at the construction site at all turves. 0 Inspect vehicles and equipment frequently for and repair leaks promptly. Use drip pans to catch Icaks until repairs are made. ❑ Clean tip spills or leaks immediately and dispose of cleanup matcrials properly. O Do not hose down surfaces where fluids have spilled. Use dry cleanup methods (absorbent materials, cat litter, and/or rags). U Sweep up spilled dry materials immediately. I)i+ not try to wash them away with water. or bury them O Clean up spills on dirt areas by digging up and properly disposing of contaminated soil. O Report significant spills immediately. You arc required by law to report all significant releases of hazardous materials. including oil. To report a spill: 1) Dial 911 or your local emergency response number, 2) Call the Govcmor's Office of Fmcrgency Services Warning Center, (800) 852-7550 (24 hour%). Fart hmt►vi11g D Schedule grading and excavation work during dry weather. D Stabilize all denuded areas, install and maintain temporary erosion controls (such as erosion control fabric or bonded fiber matrix) until vegetation is established U Removc existing vegetation only when absolutely necessary, and+eed or plant vegetation for erosion control on slopes or where consiniction is not immediately planned. U Prevent sediment from migrating offsite and protect storm drain inlets, gutters. ditches, and drainage courses by installing and maintaining appropriate BMPs, such as fiter rolls. silt fences. sediment basins. gravel bags. berms, etc. U Keep excavated soil on site and transfer it to dump trucks on site. not in the streets. ( onlaminatcd Soils U It any of the following conditions are (+scr%ed, test for contamination and contact the Regional Water Quality Control Board: - Unusual soil conditions, discoloration, or odor. - Abandoned underground tanks. - Abandoned wells - Buried barrels. debris, or trash. Paving/Asphalt Fork ❑ Avoid paving and seal coating in wet weather or when rain is forecast, to prevent materials that have not cured I om contacting stormwater runoff. ❑ Cover stone drain inlets and manholes when applying scat coat, tack coat, slum' seal, fog sea[. etc ❑ Collect and recycle or appropriately dispose of excess abrasive gravel or .,.and. Do NOT sweep or wash it into gutters. O Do not use water to wash down fresh asphalt concrete pavenient. Sawcutting & Asphalt/Concrete Removal ❑ Protect nearby storm drain inlets when saw cutting Use filter fabric, catch basin inlet filters, of gravel bags to keep slurry out of the stonn drain system. U Shovcl, abosorb, or vacuum saw -cut slurry and dispose of all waste as soon as you are finished in one location or at the end of each work day ( whichever is sooner! ) LJ If sawcul slurry enteral a catch basin, clean it up immediately. Concrete, Grout & Mortar Application U Store concrete. grout, and mortar away from storm drains or waterways, and on pallets under cover to protect them from rain, runoff. and wind. ❑ Wash out concrete equipment/trucks ofl'site or in a designated washout area. where the water will flow into a temporary waste pit, and in a manner that will prevent leaching into the underlying soil or onto surrounding areas. Let concrete harden and dispose of as garbage. J When w aching exposed aggregate. prevent washwater from entering storm drains. Block any inlets and vacuum gutters, hose washwatcr onto dirt areas, or drain onto a bernied surface to be pumped and disposed of properly. Landscaping E r� J Ll Protect stockpiled landscaping materials from wind and rain by storing them under tarps all year-round. U Stack bagged malcrial on pallets and tender cover. ❑ Discontinue application of any erodible landscape material within 2 days before a forecast rain event or during wet weather. Painting & Paint Removal I— Painting Cleanup and Removal O Never clean brushes or rinse paint containers into a street, Sutter, storm drain, or stream. O For water -bawd paints, paint out brushes to the extent possible, and rinse into a drain that goes to the sanitary sewer. Never pour paint down a storm drain. ❑ For oil -based paints, paint out brushes to the extent possible and clean with thinner or solvent in a proper container. Filter and reuse thinners and solvents. Dispose of excess liquids as hazardous waste. ❑ Paint chips and dust from non-ha/ardour dry stripping and sand blasting may be Swept up or collected in plastic drop cloths and disposed of as trash ❑ Chemical paint stripping residue and chips and dust from marine paints or paints containing lead, mercury. or tributyltin must be disposed of as hazardous waste. Lead based paint removal requires a state - certified contractor. Dewatering 1_ 1 ❑ Discharges of groundwater or captured r uuifh from dewatering operations must he properly managed and disposed. When possible send &-watering discharge to landscaped area or sanitary sewer. it discharging to the sanitary sewer call your local wastewater treatment plant. ❑ Divert run-on water from offsitc away from all disturbed areas. U When dcwatcring, notify and obtain approval from the local municipality t-k-fore discharging water to a street gutter or storm drarn- Filtration or diversion through a basin, tank, or sediment trap may be required. ❑ In areas of known or suspected contamination, call your local agency to detemunc whether the ground water must be tested. Pumped groundwater may need to be collected and hauled off -site for treatment and proper disposal. 405 bayswater ave. Burlingame, california 94010 tel: 650.703.6197 email: 18eurse@8mail.com SIGNATURE BOX: NAME JESSE GEURSE CITY OF BURLINGAME BUSINESS NO: 22811, EXPIRATION DATE 06, .� CITY i dlLi r � DESIGNS, INC. Z _\ 1 7-12-2023 JFG PLANNING SUBMISSION-PGI 5-9-2023 JFG PLANNING SUBMISSION-PC-0 NO. DATE BY DESCRIPTION CONST. REVISIONS IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES, ERRORS, OMMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE DESIGNER PROJECT NAME NEW TWO STORY RESIDENCE MR. + MRS. JULAPALLI 1312 MILLS AVENUE BURLINGAME, CALIFORNIA 94010 DRAWING TITLE CONSTRUCTION BEST MANAGEMENT PRACTICES DATE 2302 JOB NO. DRAWN JFG BY: ENGINEER AART ASSINK DRAWING NO. REVIEWED BY: JFG SCALE: AS SHOWN RELEASED TO CONSTRUCTION BMP.1 8 0 4 8 16 32 ( IN FEET ) 1 inch = 8 ft. 4-5-2023 BLOCK SETBACK TABLE ADDRESS SETBACK TO FRONT PROPERTY LINE 1100 15.3 1104 19.9 1108 20.2 1200 21.5 1204 22.8 1208 20.0 1212 19.7 1216 19.6 1220 19.8 1300 19.9 1304 19.9 1308 19.6 1312 19.1 1316 19.2 1320 17.5 1400 23.7 1404 23.3 1408 18.9 TOTAL 359.9 359.9 / 18 = 20.0 FEET AVERAGE N 0 TES ALL DISTANCES AND DIMENSIONS ARE IN FEET AND DECIMALS. BOUNDARY CONTROL: SEE CONCURRENT CORNER RECORD UNDERGROUND UTILITY - LOCATION IS BASED ON SURFACE EVIDENCE. BUILDING LOCATION DIMENSIONS ARE MEASURED PERPENDICULAR TO THE PROPERTY LINES. DIMENSIONS TO THE BUILDING ARE TAKEN AT THE EXTERIOR FINISHED SURFACE. THE BUILDING EXTERIOR FINISHED SURFACE IS WOOD SIDING AND VARIES APPROXIMATELY 0.06'- 0.10' IN THICKNESS. FINISH FLOOR ELEVATION TAKEN AT DOOR THRESHOLD (EXTERIOR). THE FRONT EDGE OF THE PROPERTY LIES IN FLOOD ZONE AH14 BENCHMARK: OPUS GPS NAVD88 DATUM [NAVD88 (Computed using GEOID18)] A BOUNDARY SURVEY WAS PERFORMED TO ACCURATELY LOCATE THE LEGAL PROPERTY LINES IN RELATION TO THE EXISTING IMPROVEMENTS (BUILDING) A CURRENT TITLE REPORT FOR THE SUBJECT PROPERTY HAS NOT BEEN EXAMINED BY L. WADE HAMMOND LAND SURVEYOR. EASEMENTS OF RECORD MAY EXIST THAT ARE S F PP OE OE OE s r #13 2.00'x2.00' 10 TREE I5� =• Con `9 Wallc. Ret. 14 2.o0'x2.00' co x JE- A,� � x x x x # Y=• ' . 24 CYPRESS ' s2 h x >� X_ x x x x • ^o. " o� rd 6r ��°\0.Tx r ` ' a X15.9 v ,� •. �S� o Conc. 11D ro o 'S �I' Dirt Shed v*. v } +► ��- --- 16.0 16.1 _ I'. i PA`N" �. ll r 4'� 1.7 /� y 16.2 - f ;1 -� I_ Q'+{ �y 38 RDWD z `Ub'U-AGO' ;•' Dirt15.6 Overhang - Garage 16.0- x Building 26.7 RIDGE r pop r3 RIDGE 4 EI=15.8 s .r •, i . i [t .r . , c O.BS' GARAGE SLAB x r _ ^ h. ! • ? l 32.69'h 15.6 15.7 r3 - - 15.5 LAWN x15.6 15.6 +15.6 S ' 5 i 15.6 O X 15.7 15.800 q 4C' Yi _ ar{ h!♦ > Vim Conc. X k r a BrickLO 26.8 + TOP OF ROOF ° 15.6 X `� GATE 15.6 X +15.6 5 15• Graw' X LEGEND- x2.93+15.6 sSpaceX ABBREVIATIONSCon c. � � ° 7 77 AC ASPHALT S53°15'00"E x �� N53 15 00 W • FOUND POINT AS NOTED 5. BW BACK OF WALK 120.00' 1 XATE-� x 'ss �y� ,SAX 120.00' CONC. CONCRETE „ 8.34' +28.7 TC TOP OF CURB • SET 3/4 IP PLS 6163 (OR SET POINT AS NOTED) x RIDGE FL FLOW LINE I ELEC METER x SDMH STORM DRAIN MANHOLE • SET NAIL/TAG "PLS 6163" OVER SET CUT CROSS RRIDGE 1y� SSMH SANITARY SEWER MANHOLE Building x 15.5 P.U.E PUBLIC UTILITY EASEMENT x NRM NO RECORD OF MONUMENT RECORD DATA / REFERENCE I � I \\\ x - I I o x � WATER METER OR WATER VALVE BOX Building Line is Above 3 X 15.5 sjf i � FIRE HYDRANT x TREE - TRUNK DIAMETER IN INCHES House 2 16 12 8 OAK O TREE SPECIES IDENTIFICATION: BEST EFFORT, X 42.t I RIDGE X WE ARE NOT ARBORISTS OR DENDROLOGISTS RIDGE I Conc. x (D 12 8 OAK 15.4 TREE WITH MULTIPLE TRUNKS 15.3 x Building Building Line TREE DRIP LINE POINTS TOWARDS TREE X Above TRUNK TRUNKS. TREE DRIP LINES ABOVE TOP OF ROOF +RID9GE ��o X Car Port PROPERTY LOCATED AS SHOWN. 15? (Below) x GAS METER R I +25.34 Brick x TC TOP OF CURB Step x 8.29' \ 15 .2 EI=17.2 x x FENCE FINISH FLOOR x NOT SHOWN ON THIS MAP. Brick 289 o x p E 0E�€ OVERHEAD WIRES Brick RIDG TREE SPECIES IDENTIFICATION: BEST EFFORT, WE ARE NOT ARBORISTS OR 149 15° 16.2 X DENDROLOGI STS. �W d Post 15.0 3.00' x SSCO OPP POWER POLE TREES SHOWN ARE 6" TRUNK DIAMETER OR LARGER, MEASURED 5' ABOVE GRADE 151 0 R�� x + 12.34 SPOT ELEVATION 14.8 NDK v • X Tanbark Brick • Tanbark ssco SANITARY SEWER CLEAN OUT Border 74.8. 15.0� ®8.14 SSCO X .0 L6 N � a' IRRIGATION VALVE BOX N�' o 1 N 14.2 � I X N N Conc. o LAWN 14.5 ,Q ,7* a• o X � ~ 14.4. + 14.1 Conc. 14.4 14,2 x N53°15'00"W • 13 s 3. 00' 0 1� 5 13 9 317 - - - - - - - - - - - - - - - - -3� - - - - - - - - - - - 3n - ---C= -5dewck- - - - - -3N- - - - - - - -3 - - - - - o- - - - - �c rE. Vie, E k- 30 - - - - - - - alr^i oo^ ¢l^ m� 13.7 1 m^ EI=9.5J� RIM=13.3 SSCO 48" SD SLOPE=-0.5� 48" FL SDMH 20 TREE 13. 4 � Dirt Driveway LAWN Driveway 13.1 LAWN 12, 8 ,2.g 13. 0 LAWN Driveway 12.7 20 TREE �EL CAMINO REAL O � 2 TREE 2 TREE LAWN Conc. Curb/Gutter�� �N Curb/Gutter - - - - - - - - EI-12.71 62' SD SLOPE=-o.49' N36 °45'00 "E SITE BM SET MAG N/S EI=7.31 _RIM=13.3 62" FL SDMH 50. 0 0 ' EI=9.6 RIM=13.5 8" FL I-SSMH -------------------------------- ------------------------------ CALIFORNIA DR. - ---------------- -- --------- ------ - ---------------- ;0=77' FD MAG NAIL/WASHER RCE y�' S0 EI RIM=12 8 290. 00 8""L 20858 FFL SSMH » S36 °45 00 W f-FIRE HYDRANT 50' MILLS A VE. °000° °AND����oo (5 4' WIDE) BOUNDARY AND °°° �-� 000000000 L , wade Hammond TOPOGRAPHIC SURVEY °�`�o oS 9���z �� 1312 MILLS AVE. PLS 6163 d ono Land Surveying Civil Engineering OE OE OE OE OE OE OE OE o * o° °o * O�0 PP_ BURLINGAME 36660 Newark Blvd. Suite C APN: 026 - 0 71-130 os�gTF °°°°°°°°���� o°o°000 LOT 14, BLOCK 1, 4 MAPS 46 ,o OF CALF 000� Newark, California 94560 `` ' �00000 LOT AREA: 6,000 SQ. FT. '7/�7���'•'!1- Tel: (510) 579-6112 wade@whlandsurveyor.com www.wadehammondpls.com DEMO. PLAN —KEYNOTES Conc. Ret. I Wall _ —---------———— --- i 1- -- �-- — — / — — — I I I I Conc. / I I LON��\�\� I I I I I I II I I I II II I II I II I II II II II II I I I ill I I , I I 1 1 I II I ll II I I I Il I ll I I I I I I I I ll I ll II Dirt I \ \ I II\ 41 Garage I I 4 LAWN I I 2 Dirt I I I II I I I I � I Brick I \�\ *SpaceCorte. r--1 \ I II \ I I \ I \ I I \ I \ I \ II I \ \ I I I \ I \ I \ \ � I I I -louse II \ it I \ \ \ \ I \ I \I II ----------------- Brick � \ I Brick ❑ \ Q I Step l \ \ i Brick 4 � I I Tanbark Brick — Border Tanbark 2 5 I II III LAWN I IIIII G I 10 I III PW.2 I\IY ------------------------ Conc. Sidewalk 13 I II I II III 1. DEMOLISH EXISTING RESIDENCE AND GARAGE TO NATURAL GRADE 2. DEMOLISH EXISTING HARD/SOFT SCAPE AS SHOWN. 3. DEMOLISH EXISTING TREE NON PROTECTED TREES ON LOT. 4. DEMOLISH EXISTING CURB, GUTTER, DRIVEWAY AND SIDEWALK AND REPLACE IN ACCORDANCE TO SP.1 AND CITY STANDARDS. 5. UTILITY NOTE SEWER LATERAL, WATER SERVICE, GAS AND ELECTRICAL LINES SHALL BE DISCONNECTED AT THE MAIN AND PER CITY REQUIREMENTS.) AN ENCROACHMENT PERMIT WILL BE REQUIRED FOR THESE ITEMS. CONTRACTOR SHALL CALL "USA" TO DETERMINE ALL UTILITY LOCATIONS PRIOR TO DISCONNECTING. 6. STARTING JUNE 5, 2019 ALL PROJECTS THAT INVOLVE DEMOLITION OF A BUILDING WILL NEED TOE NSURE THAT POLYCHLORINATED BIPHENYLS DO NOT ENTER THE STORM DRAINS PER MUNICIPAL CODE 15.15 MANAGING PCBS DURING BUILDING DEMOLITION ORDINANCE 7. EXISTING REDWOOD TREE TO REMAIN. 8. PROVIDE 10'-0" X 10'-0" ROCK ENTRY PAD AT ENTRY TO SITE FOR ON -SITE SOIL CONTROL. 9. PROVIDE RIP RAP AT FRONT OF PROPERTY FOR MANAGEMENT OF STORM WATER DRAINAGE DURING CONSTRUCTION. REFER TO BMP.1 FOR ADDITIONAL PROTECTIONS REQUIREMENTS DURING CONSTRUCTION. 10. PROVIDE RIP RAP AT ALL GUTTER, STORM DRAIN INLET, CATCH BASINS AND ALL AREAS ADJACENT TO NEIGHBORING PROPERTIES. ALL MEASURES TO BE IN ACCORDANCE TO BMP.1 DEMO GENERAL NOTES ES GENERAL CONTRACTOR GENERAL DEMOLITION NOTES: A PROTECT ALL CONSTRUCTION TO REMAIN FROM DEMOLITION CREW. B. ELECTRICIAN TO CAP AND PROVIDE COVER PLATE FOR ALL ELECTRICA ITEMS TO BE REMOVED. CONSULT OWNER ON COLOR OF PLATE 1) CONTRACTOR SHALL VERIFY FIELD CONDITIONS AND NOTIFY DESIGNER OF ALL DISCREPENCIES BEFORE PROCEEDING WITH WORK. C. PREVENT MOVEMENT OR SETTLEMENT OF STRUCTURES. PROVIDE AND PLACE BRACING OR SHORING AND BE RESPONSIBLE FOR SAFETY AND SUPPROT OF STRUCTURE, ASSUME LIABILITY FOR SUCH MOVEMENT, SETTLEMENT, DAMAGE OR INJURY. D. CEASE OPERATIONS AND NOTIFY THE OWNER IMMEDIATELY IF SAFTY THE STRUCTURE APPEARS TO BE ENDANGERED. TAKE PRECAUTIONS TO PROPERLY SUPPORT STRUCTURE DO NOT RESUME OPERATIONS UNTIL SAFETY IS RESTORED. E. ARRANGE AND PAY FOR DISCONNECTING, REMOVING AND CAPPING UTILITY SERVICES WITHIN AREAS OF DEMOLITION. DISCONNECT AND STUB OFF. NOTIFY THE EFFECTED UTILITY COMPANY IN ADVANCE AND OBTAIN APPROVAL BEFORE STARTING WORK GCurse Conceptual DCsi6ns, Inc. SIGNATURE BOX NAME: JESSE GEURSE CITY OF BURLINGAME BUSINESS NO 22811, EXPIRATION DATE 06, F. PLACE MARKERS TO INDICATE LOCATION OF DISCONNECTED SERVICES. Q IDENTIFY SERVICES LINES AND CAPPING LOCATIONS AN PROJECT RECORD DOCUMENTS. 0 G. EXCEPT WHERE NOTED OTHERWISE, MAINTAIN POSSESSION OF MATERIALS BEING DEMOLISHED. MAENDIATELY REMOVE FROM SITE. H. DEMOLISH IN A ORDERLY AND CAREFUL MANNER AS REQUIRED TO 0 ACCOMODATE NEW WORK, INCLUDING THAT REQUIRED FOR CONNECTION TO THE EXISTING BUILDING. PROTECT THE EXISTING FOUNDATIONS AND SUPPORTING STRUCTURAL MEMBERS, PHASE Q DEMOLITION IN ACCORDANCE WITH CONSTRUCTION SCHEDULE 0 I. PERFORM DEMOLITION IN ACCORDANCE WITH APPLICABLE AUTHORITIES HAVING JURISDICTION. A 405 bay swater ave. Burlingame, california 94010 tel: 650.703.6197 e:mail: j6eurse06mail.com CITY aid i BURLINGAME J. PROTECT ALL EXISTING FINISHES AND ITEMS TO REMAIN, WHERE U CONDITIONS TO REMAIN ARE AFFECTED BY DEMOLITION, RELOCATION, NEW CONSTRUCTION, ETC. THE CONTRACTOR SHALL REPAIR, PATCH, REFINISH, OR REPLACE SAID ITEMS AS REQUIRED TO MATCH EXISTING AT NO CI-IARGE TO THE OWNER 7-12-2023 JIG PLANNING SUBMISSION-PC-1 K CONTRACTOR TO CAP ALL UNUSED PLUMBING AS REQUIRED TO 5-9-2023 JIG PLANNING SUBMISSION-PC-0PREVENT LEAKAGE. RETROFIT EXISTING AS REQUIRED FOR CONNECTION OF NEW PLUMBING FIXTURES. NO. DATE BY DESCRIPTION L. A MINIMUM OF 65% OF THE NON -HAZARDOUS CONSTRUCTION AND DEMOLITION WASTE GENERATED AT THE SITE SHALL BE DIVERTED TO AN Drive — y LAW' LAWN — — — — _ Conc. Curb/Gutter OFFSITE RECYCLE, DIVERSION, OR SALVAGE FACILITY PER 2022 CGC 4.408 AND SHALL COMPLY TO CITY OF BURLINGAME ORDINANCE #1704 10 10 DEMO. PLAN —LEGEND REVISIONS IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES, ERRORS, OMMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE DESIGNER PROJECT NAME NEW TWO STORY RESIDENCE MR. + MRS. JULAPALLI 1512 MILLS AVENUE BURLINGAME, CALIFORNIA 94010 DRAWING TITLE DEMOLITION SITE PLAN CONST. EXISTING SITE DEMOLITION PLAN SCALE 1/8"=1'-0" DATE 2302 JOB NO. EXISTING TO BE DEMOLISHED. DRAWN JIG CONTRACTOR TO HAVE ENTIRE SITE BY UTILITIES LOCATED BY USA REVIEWED BY: JIG ENGINEER DRAWING NO. AART ASSINK SCALE AS SHOWN DMA RELEASED TO CONSTRUCTION PUBLIC WORKS NOTES 1) THIS PROJECT SHALL COMPLY WITH THE CITY NPDES PERMIT REQUIREMENTS TO PREVENT STORM WATER POLLUTION. SEE SHEET BMP.1 CONTRACTOR SHALL CONSTRUCT FRONTAGE PUBLIC IMPROVEMENTS INCLUDING CURB, GUTTER, SIDEWALK, DRIVEWAY AND OTHER APPURTENANT WORK IF AREAS ARE REQUIRED TO BE ALTERED. 2) SEWER BACKWATER PROTECTION CERTIFICATION IS REQUIRED FOR THE INSTALLATION OF ANY NEW SEWER FIXTURE PER ORDINANCE NO.1710, THE SEWER BACKWATER 3) THE SANITARY SEWER LATERAL (BUILDING SEWER) SHALL BE TESTED PER ORDINANCE CODE CHAPTER 15.12. TESTING INFORMATION IS AVAILABLE AT THE BUILDING DEPARTMENT COUNTER A SEWER LATERAL TEST ENCROACHMENT PERMIT IS REQUIRED. 4) SEE SHEET PW.1 + PW.2 FOR ADDITIONAL PUBLIC WORKS REQUIREMENTS 5) GRADING PERMIT, IF REQUIRED, WILL BE OBTAINED FROM DEPART. OF PUBLIC WORKS. 6) THE SANITARY SEWER LATERAL (BUILDING SEWER) SHALL BE TESTED PER ORDINANCE CODE CHAPTER 15.12. A ENCROACHMENT PERMIT FOR THE SEWER LATERAL TEST IS REQUIRED. A PASSED SEWER LATERAL TEST CERTIFICATE MUST BE IN PLACE PRIOR TO FINAL OF THE BUILDING PERMIT. SITE DRAINAGE NOTE 1. CONTRACTOR TO PROVIDE 4" DIA. PVC. SITE DRAINAGE LINE FROM AROUND RESIDENCE TO TO STREET PER CITY OF BURLINGAME PUBLIC WORKS REQUIREMENTS. TIE ALL ROOF DOWNSPOUTS INTO 4" DRAINAGE LINE TO HAVE POSITIVE DRAINAGE TO STREET. ALL WORK AT CITY SIDEWALK AND CURB IS REQUIRED TO HAVE CITY PERMIT. REPLACED AND REPAIR AS REQUIRED PER DETAILS ON SHEET PWI AND PW.2 2. SEE ROOF PLAN FOR ALL DOWNSPOUT LEADERS TO BOOT LOCATIONS. PARKS DEPARTMENT 1. CONTRACTOR TO PROTECT STREET TREES DURING CONSTRUCTION. 2. EXISTING CITY STREET TREE MAY NOT BE CUT, TRIMMED OR REMOVED WITHOUT PERMIT FROM PARKS DIVISION (558-7330) 3. NO EXISTING TREE OVER 48 INCHES IN CIRCUMFERENCE AT 54 INCHES FORM BASE OF TREE MAY BE REMOVED WITHOUT A PROTECTED TREE REMOVAL PERMIT FROM THE PARKS DIVISION. 4. ALL NEW TREES SHALL BE DOUBLE STAKED WITH 2" POLES AND SECURED WITH AT LEAST TWO RUBBER TIES OR STRAPS. 5. REFER TO SHEET L.1 FOR ALL LANDSCAPE NOTES UTILITY NOTE EXISTING UTILITIES ARE SHOWN BASED UPON AVAILABLE INFORMATION. THERE MAYBE ADDITIONAL EXISTING FACILITIES NOT SHOWN ON THESE PLANS. LOCATIONS OF EXISTINGUNDERGROUND FACILITIES AND UTILITIES SHOWN ARE APPROXIMATE ONLY. IT IS YOUR RESPONSIBILITY TO VERIFY THE ACTUAL LOCATION OF UTILITIES PRIOR TO THE COMMENCEMENT OF WORK CONTACT THE UTILITY NOTIFICATION CENTER OF CALIFORNIA AT 811 AT LEAST 48 HOURS IN ADVANCE OF ANY EXCAVATION. Gv � u c' o H U u CQ.0 H CIO cwn cwn co 0 Building Building Line Above 0�3 0�0 z 28 Cone. Curb/Gutter 1✓ ii t U O a. r~ I Dirt OE Of PROPERTY LINE 50'-0" PLANTER O 1 I UGROUND COVER Q 20 14 I � o L.1 24 PW.2 t 14'-5" SIDE SETBACK TO 1ST + PATIO 2ND FLR I o 13 23 II 14'-5" SIDE SETBACK TO DECK 9'-5" SIDE SETBACK TO 2ND R R 5'-5" SIDE SETBACK 1ST FLR 2 �. le 4'-0" SIDE SETBACK 1ST FLR\ \\ �\ \\ �\ 31 (\\\\\\\\\\�\\\\\\\� T.O. AN.G. I\\\\\\\�\\\�\\\\\\� I T.O. AN.G. 15.20' 2-5 FIN.FLR.16.30' \\\ 17 \\ o J �\ 1 17 PW.1 P. �I \ \. \ I� 5'-5" SIDE Ti SETBACK 2 - - - \�\\\\\\\�\\\\\\�, 1ST FLR P. 204s.1 �. \\�\\ `�\\\\\\�\\\� I 5-0 SIDE 3 \\\ \\\ \\ \\\ SETBACK CHIMNEY - - - - - - - - - - - - I 14'-5" SIDE SETBACK 1 RIVEWAY 23 22 TO 1ST + 2ND FLR Q PLANTER PLANTER WALKWAY I PLANTER � 5 W I 10 PW. I PW.2 14 T.O. N.G. _ _ SW-2 13.50' PW.1 - PROPER LINE Cone. Sidewalk I Driveway LAWN (N) DRIVEWAY I LAWN PWl APPROACH $ 12 I� I 13 li I 11 • I � 19 c I 12 20 � I i T.O. N.G. 13.90' Conc. Curb/Gutter T.C. T.C. 13.10, 10 12.85' 12.60' (N) APPROACH 10'-6" 27 ALL CURB GUTTER, GUTTER, DRIVEWAY AND SIDEWALK FRONTING SITE SHALL BE REPLACED 27 21 MILLS AVE. (54' WIDE) SS-2 PW.2 G_ FA SITE PLAN KEYNOTES 1. LINE OF FIRST STORY SHOWN SOLID. Geurse Conceptual DCS1$11S, Inc. 2. LINE OF SECOND STORY SHOWN DASHED DOT AND SHADED. 3. ATTACHED 2 CAR GARAGE SHOWN DASHED. 4. LOCATION OF EXISTING POWER POLE 5. LOCATION OF 200 AMP ELECTRICAL PANEL AND METER INSTALL PER PG&E REQUIREMENTS. 6. LOCATION FOR FIRE RISER FOR FIRE PROTECTION. COORDINATE WITH DESIGN BUILD/ FIRE PROTECTION COMPANY FOR ALL NECESSARY MAIN WATER LINE FROM CITY METER. REFER SIGNATURE BOX TO APPROVED FIRE PROTECTION PLANS NAME: JESSE GEURSE SEE SHFE.T PW.1 NOTE DESIGN FOR DISCHARGE OF FIRE SPRINKLER TEST WATER TO LANDSCAPE OR SANITARY SEWER 7. LOCATION FOR DOUBLE CHECK VALVE ASSEMBLY. CITY OF BURLINGAME BUSINESS SEE W 2780 SHEET PW 1 AND DETAIL 10 SHEET AD 1 N0. 22811, EXPIRATION DATE 06, 8. LOCATION OF NEW WATER METER CHANGE METER AND SIZE IN ACCORDANCE TO NEW FIRE PROTECTION CALCULATIONS AND PER CITY OF BURLINGAMES PUBLIC WORKS AND FIRE DEPARTMENT REQUIREMENTS. MIN. I" METER 9. MAIN LATERAL FROM METER TO RESIDENCE VERIFY SIZE OF LINE WITH FIRE PROTECTION CALCULATIONS AND APPROVED FIRE PROTECTION PLANS. 10. CONTRACTOR TO VERIFY WITH PUBLIC WORKS FOR REQUIRED WATER LINE FROM CITY MAIN LATERAL TO METER. OBTAIN ALL NECESSARY PERMITS FOR ALL WORK PERFORMED IN CITY RIGHT AWAY. 11. NEW 4" SANITARY SEWER TO CITY MAIN AND CLEANOUT PER PUBLIC WORKS REQUIREMENTS. SEE DETAIL SS-1 AND SS-2, SHEET PW.2.OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION WITHIN CITY EASEMENT. REPLACEMENT OF EXISTING 4" SEWER LATERAL TO INCLUDE WYE AT THE MAIN AS DIRECTED BY THE PUBLIC WORKS INSPECTOR 12. NEW SANITARY CLEANOUT PER CITY STANDARDS. SEE SHEET PW.1 13.4" DIA. DRAINAGE LINE TO STORM BASIN RETENTION WELL. DIRECT WATER TO ALL PLANTING AREA 14.72" X 72" X 60" DEEP STORMWATER RETENTION WELL. SEE DETAIL 5, SHEET PW2 DIRECT ROOF RUNOFF ONTO VEGETATED AREAS 15. CHRISTY BOX PER DETAIL SW-2, SHEET PW.1 16.3" DRAIN LINE THROUGH CURB. PER DETAIL SW-2, SHEET PW.1 17. DIRECTION OF SITE DRAINAGE WITH POSITIVE FLOW TO STREET FRONTAGE AND STORM DRAIN. I& DIRECT RUNOFF FROM SIDEWALKS, WALKWAYS, AND/OR PATIOS ONTO VEGETATED AREAS. DIRECT RUNOFF FROM DRIVEWAYS AND/OR UNCOVERED PARKING LOTS ONTO VEGETATED AREAS. 19. LOCATION OF DOWNSPOUT. CONNECT TO ON -SITE DRAINAGE LINE WITH BOOT RECEIVER AND 1" SPACE GAP. SEE ROOF PLAN. 20. SEE SHEET Ll FOR HARDSCAPE AND LANDSCAPE PLAN. 21. A REMOVE/REPLACE UTILITIES ENCROACHMENT PERMIT IS REQUIRED TO (1) REPLACE ALL CURB, GUTTER, DRIVEWAY AND SIDEWALK FRONTING SITE, (2) PLUG ALL EXISTING SANITARY SEWER LATERAL CONNECTIONS AND INSTALL ANEW 4" LATERAL, (3) ALL WATERLINE CONNECTIONS TO CITY WATER MAINS FOR SERVICES OR FIRE LINE ARE TO BE INSTALLED PER CITY STANDARD PROCEDURES AND SPECIFICATION, (4) ANY OTHER UNDERGROUND UTILITY WORKS WITHIN CITY S RIGHT-OF-WAY. 22. LOCATION OF BUILDING ADDRESS. BUILDINGS SHALL BE PROVIDED WITH APPROVED ADDRESS NUMBERS OR LETTERS. EACH CHARACTER SHALL BE A MINIMUM 4 INCHES (102 MM) HIGH AND A MINIMUM OF 05 INCH (12.7 MM) WIDE. THEY SHALL BE INSTALLED ON A CONTRASTING BACKGROUND AND BE PLAINLY VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. NOTE: ADU SHALL BE IDENTIFIED AS "A" INSTALL PER BURLINGAME CODE 18.08.050. THE ADU ADDRESS WILL BE AN ALPHA NUMERIC NUMBER WITH THE LETTER'A' AFTER THE MAIN DWELLING NUMBER ding I. IF THE ADU IS DETACHED TO THE MAIN DWELLING UNIT, THE ADU NUMBER SHALL BE DISPLAYED SEPARATE FROM THE MAIN DWELLING UNIT ON ETIT-IER A SECONDARY MAILBOX, GATE, OR NON -MOVABLE STRUCTURE VISIBLE FROM THE STREET FRONTAGE AT THE PROPERTY LINE, AS WELL AS ON THE FRONT ENTRANCE OF THE ADU. 1. A DETACHED ADU MUST HAVE A DEFINE AND VISIBLE PATHWAY LEADING TO THE ADU WITH PROPER ILLUMINATION. II. THE SIZE AND LABELING OF THE ADDRESS NUMBERS SHALL BE PER Q THE BUILDING AND FIRE DEPARTMENT MUNICIPAL CODES. 23. CONCRETE STEPS AND LANDING - - 24. ENEW 6'-0" HIGH WOOD FENCE 25. EXTERIOR BEARING WALLS LESS THAN FIVE FEET FROM THE PROPERTY LINE WILL BE BUILT OUT OF ONE -HOUR FIRE RATED CONSTRUCTION(2022 CBC, TABLE 602.) 26. PROVIDE RIP RAP AT FRONT OF PROPERTY FOR MANAGEMENT OF STORM WATER DRAINAGE DURING CONSTRUCTION. REFER TO BMP.1 FOR ADDITIONAL PROTECTIONS REQUIREMENTS DURING 0 CONSTRUCTION. 27. PROVIDE RIP RAP AT ALL GUTTER, STORM DRAIN INLET, CATCH BASINS Q AND ALL AREAS ADJACENT TO NEIGHBORING PROPERTIES. ALL MEASURES TO BE IN ACCORDANCE TO BMP.1 0 28. NO STRUCTURE SHALL BE BUILT INTO CITY'S RIGHT-OF-WAY, THIS INCLUDES ALL EXISTING AND NEW, SUCH AS BUT NOT LIMITED TO, WALL, FENCE, RAILING, AND MAILBOX SHOW ON SITE PLAN, DIMENSION FROM PROPERTY LINE TO FACE OF CURB. ON BALBOA AVENUE, THIS MEASUREMENT IS 11.1-FEET MEASURED FROM FACE OF CURB. 29. LOCATION OF ELECTRICAL VEHICLE CHARGING STATION. INSTALL EV LEVEL 2 READY CIRCUIT: A PARKING SPACE EQUIPPED WITH A RACEWAY WIRING RECEPTACLE, AND ELECTRICALCAPACITY TO THE EV 405 bayswater ave. Burlingame, california 94010 tel: 650.703.6197 e:mail: j6eurse06mail.com CITY 1,0,01 BURLINGAME CHARGING STATION. A MINIMUM 208V/240V, 40 AMP CIRCUIT WITH 7-12-2023 JIG PLANNING SUBMISSION-PGI RECEPTACLE LABELED "EVVEHICLE OUTLET" OR, ELECTRICAL VEHICLE 5-9-2023 JIG PLANNING SUBMISSION-PGO 3LOPE=-0.5% SUPPLY EQUIPMENT WITH A MINIMUM OUTPUT OF 30 AMPS. NO. DATE BY DESCRIPTION 30. LOCATION OF NEW PV SYSTEM (SOLAR PANEL) WITH MIN 156 kWPV ENERGY SYSTEM. INSTALLATION BY APPROVED SOLAR POWER REVISIONS COMPANY. Driveway LAWN 31. NEW BATTERY BACK UP POWER SUPPLY BY OTHERS. I 32.6" WIDE LINEAR TRENCH DRAIN FOR PATIO RUN OFF INTO DRYWELL SYSTEM T IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ,CTIVITIES, ERRORS, OMMISSIONS IR ANY OTHER INCONSISTENCIES IISCOVERED SHALL IMMEDIATELY E REPORTED TO THE DESIGNER PROJECT NAME NEW TWO STORY RESIDENCE MR. + MRS. JULAPALLI 1512 MILLS AVENUE BURLINGAME, CALIFORNIA 94010 DRAWING TITLE SITE PLAN CONST. AVERAGE FRONT SETBACK AVERAGE FRONT SETBACK ALONG SUBJECT BLOCK=20'-2" SITE PLAN SCALEII//3'=f-ff' DATE ENGINEER DRAWING NO. 2302 I AART ASSINK JOB NO. DRAWN JIG BY: REVIEWED BY: JIG SCALE AS SHOWN RELEASED TO CONSTRUCTION PUBLIC WORKS DEPARTMENT REQUIREMENTS AND TYPICAL DETAILS Geurse Conceptual Designs, Inc. -- - UP OF GUTTER A o TYPICAL 5' SIDEWALK SCORING DETAIL m v) N.T.S. REQUIREMENTS FOR CONSTRUCTION OF 405baysw�terwe. rnia94010 SIDEWALK (4' MINIMUM I � SIDEWALK, DRIVEWAY, CURB AND GUTTER B1:rlin8am3,6197 VARIES I BACK F WALK - (UNLESS OTHERWISE APPROVED BY ENGINEER) email: jgeurse@gmail.coln SIGNATUREBOX: NAME JESSE GEURSE DRIVEWAY APPROACH SEE N IFrFNQ S S S S I S S S= SCORE LINE WPJ WPJ EJ = EXPANSION JOINT - WPJ = WEAKENED PLANE JOINT EJ EJ A SEE NOTE 18 r� B 1. SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 90% RELATIVE COMPACTION IN SIDEWALK AREA OR 95% IN DRIVEWAY. 2. ALL DRIVEWAY APPROACH RAMPS SHALL BE A MINIMUM 4' WIDE MEASURED FROM FACE OF CURB EXCEPT IN THE SINGLE FAMILY AREA WHERE THE RAMP MAY MATCH EXISTING. WHERE THE PARKING STRIP WIDTH IS LESS THAN 4', THE RAMP SHALL BE CONSTRUCTED INTO SIDEWALK AREA. BEHIND THE RAMP, SIDEWALK WIDTH SHALL BE A MINIMUM OF 4'-0" IN COMMERCIAL, INDUSTRIAL AND MULTI -FAMILY AREAS. 6" WIDE CURB 18" GUTTER OR MATCH EXISTING 11 MIN. OR DIRECTED BYS TY 1' MIN. OR AS DIRECTED BY THE CITY I A.C. A.C. CITY OF BURLINGAME BUSINESS LICI E: GEUR CO CEPT AL DESIGNS, INC. NO:22811, EXPIRATION DATE06/30/ 023 A 1.5' TO 2.0' (TYP.) L J 1.5' TO 2.0' SAW CUT, REMOVE, AND REPLACE 1' WIDE (MIN.) FULL DEPTH (TYP-) OF PAVING WHEN REPLACING CURB/GUTTER OR DRIVEWAY APPROACH. I SIDEWALK (5' WIDE OR AS DIRECTED BY CITY ENGINEER) I 3. ALL CONCRETE SHALL BE CLASS B (5 SACK MIX), 3/4" MAX. AGGREGATE, WITH 2LB.-LAMPBLACK PER CUBIC YARD ADDED FOR COLORATION. DRIVEWAY (ATTACHED) PLAN VIEW N.T.S. I PLANTING I PLANTING DRIVEWAY APPROACH I STRIP (SEE NOTE 7) STRIP 4. SIDEWALK SHALL HAVE A LIGHT BROOMED FINISH, COLORED AND SCORED TO MATCH SURROUNDING SIDEWALK. 5. EXPANSION JOINTS SHALL BE INSTALLED ON EACH SIDE OF DRIVEWAY AND A MAXIMUM AT 20' CENTERS ALONG SIDEWALKS, CURBS AND GUTTERS. BACK OF SIDEWALK 4' MIN. VARIES 1' WIDE (MIN.) A.C. REMOVE/REPLACE DEEP GROOVE COLD JOINT 2% SLOPE TYP. SLOPE 8.33% ° ° MAX SLOPE 15% ° ° ° ° ° ° ' �� r1" TO MATCH ° ° °° ° ° 1 EXISTING SEE NOTE 8 TO O ENGINEEREDRELATIVE ILL I ON PACTED �i� �j SEE NOTE 14 SECTION A -A N.T.S. PUBLIC SIDEWALK SHALL BE IN CITY'S RIGHT-OF-WAY. 6. DRIVEWAY OR SIDEWALK ADJACENT TO CURB/GUTTER SHALL BE POURED MONOLITHIC WITH CURB AND GUTTER. 7. DRIVEWAY WIDTH MAY VARY TO MEET SPECIAL CONDITIONS WITH APPROVAL OF THE CITY. (SEE MUNICIPAL CODE SECTION 12.04.060). 8. CONCRETE THICKNESS FOR DRIVEWAYS IN INDUSTRIAL AND COMMERCIAL AREAS IS 8" MINIMUM. CONCRETE THICKNESS FOR DRIVEWAYS IN RESIDENTIAL AND MULTI -FAMILY IS 6" MINIMUM. 9• ALL CONSTRUCTION SHALL CONFORM TO CITY STANDARDS AND THE LATEST CALTRANS STANDARDS. 10. ALL TREES IN PARKING STRIP MUST BE PROTECTED FROM DAMAGE. 11. NO TREE ROOTS LARGER THAN 2" ARE TO BE CUT UNLESS SPECIFICALLY APPROVED BY THE PARKS DEPARTMENT AT (650) 558-7300. 12. ALL CONCRETE SHALL BE CURED FOR A PERIOD OF 72 HOURS. (CALTRANS SECTION 90-7) 13. ALL CONCRETE REMOVALS SHALL BE SAWCUT FULL DEPTH OF CONCRETE SIDEWALK, DRIVEWAY AND APRONS. 14. SAWCUT AND REMOVE/REPLACE A.C. PAVING 1' WIDE (MIN.) WITH HOT MIX A.C. SAWCUT FULL DEPTH AC AND CONCRETE 6'-7" +/-, REMOVE AND REPLACE WITH AC MATCHING COMBINED THICKNESS OR 6" AC MINIMUM. 15. THE NEW DRIVEWAY MUST NOT ENCROACH TO NEIGHBOR'S PROPERTY LINE PROJECTION INTO THE STREET WITHOUT WRITTEN APPROVAL FROM THE NEIGHBOR. 6" WIDE CURB 18" GUTTER OR MATCH EXISTING 1' MIN. OR AS DIRECTED BY THE CITY 1' MIN. OR AS DIRECTED BY THE CITY I A.C. & CONCRETE A.C. & CONCRETE �� A �� B 1- 11 5'-2 0' (TYP) 1.5' TO 2.0' SAW CUT, REMOVE, AND REPLACE 1' WIDE (MIN.) (TYP.) FULL DEPTH OF PAVING WHEN REPLACING CURB/GUTTER OR DRIVEWAY APPROACH. DRIVEWAY (DETACHED) PLAN VIEW N.T.S. ' WOE OR AS DIRECTED PLANTING STRIP BY CITY ENGINEER (SEE NOTE 6) 6„ V WIDE A.C. REMOVE/REPLACE SLOPE AT 1/4" PER FOOT (2%) , 1" 4'MIN. ° ° o 6' a a o° >r• 4'(MIN.) SIDEWALK, 2% SLOPE �� �i w ? ° a " ���. C3 (8-9N #4 x12" DOWELS OR j #5 x12" DOWELS IF DIRECTED BY ENGINEER AT 18' O.C. �1.5" MAXIMUM AT ALL JOINTS, NEW AND EXISTING CONCRETE 3- SEE NOTE 14 SOIL OR ENGINEERED FILL, COMPACTED TO 90% RELATIVE COMPACTION �14 x12" DOWELS SECTION A -A 3. N.T.S. �1" 5' WIDE OR AS DIRECTED BY CITY ENGINEER (SEE NOTE 2) LIP SEE 1' WIDE-A.C. & CONCRETE SLOPE AT 1/4" PER FOOT (2%) -� TYP. SLOPE 8.33% N TE 8 REMOVE/REPLACE MAX SLOPE 15% SEE ' ° ° c �� FULL NOTE 8 ° ° DEPTH 16. ALL SIDEWALK MUST MEET CURRENT ADA REQUIREMENTS. 17. ACTUAL DRIVEWAY WIDTH SHALL BE DETERMINE UPON APPLICATION OF THE CITY ENCROACHMENT PERMIT. 18. THE TUNNELING OF CONCRETE SIDEWALKS FOR CURB DRAIN INSTALLATIONS IF NOT PERMITTED. 19. PROVIDE AND INSTALL #4x12" DOWELS 18" O.C. MAXIMUM AT ALL JOINTS, NEW AND EXISTING0�ADRIVEWAY CONCRETE SIDEWALK. #5x12" DOWELS ARE ALLOWED IF APPROVED AND DIRECTED BY ENGINEER. 4x12" DOWELS ARE REQUIRED AT ALL CURB AND GUTTER JOINTS AS SHOWN IN STANDARD DETAIL SW-1. 20. THE BACK OF THE DRIVEWAY/SIDEWALK APPROACH SHALL BE AT LEAST 12" ABOVE THE FLOW LINE OF THE FRONTAGE CURB IN THE STREET TO PREVENT OVERFLOW OF STORM WATER FROM THE STREET INTO PRIVATE PROPERTY. � � BURLINGAME c A L I F O R N I A ' I 1 I • ' , ' - • - • CURB GUTTER 1' MIN. OR AS DIRECTEDITY 1' MIN. OR AS DIRECTED BY THE CITY A.C. A.C. DRIVEWAY WIDTH VARIES 2' (SEE NOTE 7) 2' INDUSTRIAL AREAS '`��`�` `�`�'°4 ° PLAN VIEW N.T.S. SOIL OR ENGINEERED NGINES TEIOFILL, COMPACTED TO 95% \'�y\% �! \�\��\//\/�j/\/ ° °° SEE 1.5" NOTE 14 SECTION B-B (SEE NOTES ON SHEET 3 OF 3) N.T.S. APPROVED BY DRAWING APPROVED BY DRAWING APPROVED BY DRAWING BURLINGAME SIDEWALK, DRIVEWAY, CURB AND GUTTER NO. SW-1 BURLINGAME SIDEWALK DETAIL, DRIVEWAY, CURB AND GUTTER NO. SWA BURLINGAME SIDEWALK, DRIVEWAY, CURB AND GUTTER NO. SWA DATE DATE DATE DEPARTMENT OF PUBLIC WORKS 8/9/2017 (2 of 3) 8/9/2017 (1 of 3) I 8/9/2017 (3 of 3) DEPARTMENT OF PUBLIC WORKS DEPARTMENT OF PUBLIC WORKS I A JUNCTION BOX (CHRISTY. EQUAL) BUILDING OR OBSTRUCTIONrZ 771771 SAWCUT AT SCORE MARKS MATCH BLOCK PATTERN. 24" MIN 24' MINIMUM WIDTH NOTE: ALL DEVICES SHALL BE APPROVED BY USC. 2. THE DEVICE SHALL BE INSTALLED AT THE OWNER'S PROPERTY LINE AND ADJACENT TO THE METER. COORDINATE WITH BURLINGAME WATER ON LOCATION. FROM o o o 0 o o C (� 0o MAIN ° o O o 0 o a I I La1. 10 WE1Dm'1MREGMESH I I DRIVEWAY $ APPROACH In SIDEWALK I I►3 REBAR I I CURB 0 3. BYPASS METER TO BE SUPPLIED BY CITY ACCORDING TO CURRENT FEE SCHEDULE. 4. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR DOUBLE CHECK DETECTOR ASSEMBLY AND VAULT AS PART OF FIRE LINE PLANS FOR REVIEW AND APPROVAL BEFORE ACTUAL INSTALLATION. w, a0 I J D-I IL 24" MIN {UTTER � MINIMUM ONE (1) FLAG WIDTH FROM WRAP 1' A.C. REMOVE/REPLACE A PLAN VIEW 0 5. A REDUCED PRESSURE DETECTOR ASSEMBLY MAY BE REQUIRED FOR HIGH HAZARD CONDITIONS ACCORDING TO PLUMBING CODE. 6. BEFORE PURCHASE OR INSTALLATION, CONTRACTOR TO CONTACT COUNTY HEALTH FOR THEIR LIST � PLAN, SAW CUT N.T.S. 8" STANDARD CURB MIN. WIRE MESH MIN. I t2" 112 t2" 0 OF APPROVED DEVICES FOR BACKFLOW PREVENTION. 7. DEVICES MUST BE TESTED AND CERTIFIED BY CERTIFIED COUNTY TESTER. CONTACT COUNTY FOR APPROVED LIST OF TESTERS. BYPASS METER TO BE VALVES TO BE INSTALLED BY CITY OF CHAINED AND LOCKED BURLINGAME (SEE NOTE IN OPEN POSITION NO. 3 ON SHEET 2 OF 2) MULTIPLE PIPES ELEVATION N.T.S. R 0 8. THRUST BLOCKS SHALL CONFORM TO W-1810. 4" DEPTH WIRE MESH 9. NON -STORM WATER FROM SYSTEM DRAIN PIPE SHALL BE DISCHARGED DIRECTLY INTO VEGETATED 1/4* PER/FT OR MATCH D(1511NG /3 REBAR -� AREA, OR COLLECTED AND PROPERLY DISCHARGED INTO SANITARY SEWER. NO DIRECT CONNECTION I SHALL BE MADE BETWEEN THE SYSTEM MAIN DRAIN AND THE SANITARY SEWER. �M \ n 7-12-2025 JFG PLANNING SUBMISSION-PGI 5-9-2023 JFG PLANNING SUBMISSION-PC-O o Iz O O � TYPICAL MATERIAL IS 3" P.V.C. SCHEDULE 40 �\ PIPE INVERT TO MATCH CUTTER FLOW LINE. PIPE TO PIPR OR CAST IRON SECTION A -A BE RECESS 1/4" FROM CURB JUNCTION BOX FACE. (CHRISTY, EQUAL, OR A5 APPROVED) N.T.S. NO. DATE BY DESCRIPTION CONST. REVISIONS I 12" MIN 36" MAX EX GRADE \ F CONCRETE BLOCK & FROM � a GRINNEL PIPE SUPPORT (FOR �•. .`�° ' ° 4" & LARGER VALVES) ° Q `� MAIN ; ° /�\ CONCRETE THRUST BLOCK; (SEE STANDARD DETAIL W-1810 FOR DETAILS) IT IS TUE RESPONSIBILITY OF TUE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES, ERRORS, OMMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE DESIGNER O MODIFY THE EXISTING 45 DEGREE ANGLE TO WIRE MESH 45' 60• APPROXIMATELY BO DEGREES, THEREBY REDUCING THE POTENTIAL DAMAGE CAUSED BY VEHICLE #3 REBAR TIRES BUMPING THE CURB. PIPE IN ROLLED CURB N.T.S. DIAMETER PIPE (MAX.) PROJECTNAME NEW TWO STORY RESIDENCE MR. + MRS. JULAPALLI 1312MILLS AVENUE BURLINGAME, CALIFORNIA 94010 1, IF CURB FACE IS LESS THAN THE STANDARD 6' DEPTH 6' DEPTH AND THE MINIMUM COVER OF 2-1/2" CANNOT BE ATTAINED, DO ONE OR MORE OF THE FOLLOWING: DRAWING TITLE E L EVAT I O N BINSTALL MULTIPLE LTITI PLE SMALLER DIA. PIPES; �A� CHANGE OVAL PIPE; C INSTALL A #3 REBAR OVER THE PIPE IN THE CURB FACE AREA. t3URLtNC,AME r.. DOUBLE CHECK DETECTOR - NOTES DATE NOV 2007 DRAWING N 0. W-2780 2. ALL CONCRETE SHALL BE CLASS B (5 SACK MIX), 3/4' MAX. AGGREGATE. WITH 2LB.-LAMPBLACK PER CUBIC YARD ADDED FOR COLORATION. 3. ALL CONCRETE SHALL HAVE A LIGHT BROOMED FINISH, COLORED AND SCORED TO MATCH SURROUNDING SIDEWALK. SEE SIDEWALK DETAIL DRAWING A-1699. PUBLIC WORKS REQUIREMENTS AND DETAILS DATE ENGINEER DRAWINGNO. DEPARTMENT OF PUBLIC WORKS JOB NO. 2302 DRAWN JFG By, REVIEWED By, JFG AARTASSINK Pw.� 8-28-12 ADDED NOTE 9 REGARDING SYSTEM DRAIN LM DRAWN BY: FNE SCALE: NONE SHEET 4 OF 4 BURLINGAME I DOUBLE CHECK DETECTOR (ABOVE GRADE) APPROVED BY DRAWING NO. W-2780 (1 or 2) SCALE: AS SHOWN RELEASED TO CONSTRUCTION CHECKED BY: NEP BURLI�E ll . STANDARD CURB DRAIN APPROVED BY DRAWING NO. SW-2 APPROVED BY: DATE 05/D6/2016 OATS REVISION BY APPR. DEPARTMENT OF PUBLIC WORKS DATE 8/17/2006 DEPARTMENT OF PUBLIC WORKS PUBLIC WORKS DEPARTMENT REQUIREMENTS AND TYPICAL DETAILS Geurse Conceptual Desi8ns, Inc. v. LENGTH OF THE RISER AT 45 DEGREES (IN FEET) "L" VERTICAL DEPTH TO LATERAL AT CLEAN -OUT (IN FEET) „D,. TEST PRESSURES MINIMUM OF 4 PSI (IN PSI) SEE NOTE # 1 1 0.7 0.7 2 1.4 1.4 3 2.1 2.1 4 2.8 2.8 5 3.5 3.5 6 4.2 4.2 7 4.9 4.9 8 5.7 5.7 9 6.4 6.4 10 7.1 7.1 11 7.8 7.8 12 8.5 8.5 13 9.2 9.2 14 9.9 9_9 15 10.6 10.6 16 11.3 11.3 NOTE: 1. GROUND WATER IS ASSUMED AT 3'-0" BELOW GRADE. B. AIR TEST. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, EQUIPMENT AND LABOR FOR MAKING THE TEST, EXCEPT THE PRESSURE TEST GAUGE AIR TEST EQUIPMENT SHALL BE APPROVED BY THE CITY. THE CONTRACTOR SHALL CLEAN PIPE AND PLUG THE LATERAL AT THE BUILDING LINE AND THE CITY CLEANOUT. (IF A CLEANOUT IS WITHIN TWO FEET (2'-0") OF THE BUILDING, THE LATERAL MAY BE PLUGGED AT THE CLEANOUT.) THE LEAKAGE TEST OF THE LATERAL SHALL BE CONDUCTED IN THE PRESENCE OF THE CITY IN THE FOLLOWING MANNER: AIR SHALL BE SLOWLY SUPPLIED TO THE PLUGGED LATERAL UNTIL THE INTERNAL AIR PRESSURE REACHES 4.0 POUNDS PER SQUARE INCH GREATER THAN THE AVERAGE BACK PRESSURE OF ANY GROUNDWATER THAT MAY SUBMERGE THE PIPE. THE AIR PRESSURE SHALL BE REGULATED BY A SUITABLE REGULATOR VALVE. AT LEAST TWO MINUTES SHALL BE ALLOWED FOR TEMPERATURE STABILIZATION BEFORE PROCEEDING FURTHER. THE RATE OF AIR LOSS SHALL THEN BE DETERMINED BY MEASURING THE TIME INTERVAL FOR THE INTERNAL PRESSURE TO DECREASE FROM 3.5 TO 2.5 POUNDS PER SQUARE INCH GREATER THAN THE AVERAGE BACK PRESSURE OF ANY GROUNDWATER THAT MAY SUBMERGE THE PIPE. THE LATERAL SHALL BE CONSIDERED ACCEPTABLE IF THE TIME INTERVAL MEASURED FOR THE INTERNAL PRESSURE TO DROP FROM 3.5 TO 2.5 POUNDS PER SQUARE INCH IS 10 SECONDS OR GREATER. SEE STANDARD DRAWING SS-2 (4 OF 5). 4. IF THE LATERAL PASSES THE TEST, IT SHALL BE CERTIFIED AS ACCEPTABLE AND THE SALE CAN TAKE PLACE WITHOUT ANY FURTHER ACTION. THE CERTIFICATION SHALL BE PLACED IN THE BUILDING DEPARTMENT FILE. THIS CERTIFICATION SHALL BE EFFECTIVE FOR TEN (10) YEARS. IF THE LATERAL FAILS THE TEST, THE LATERAL SHALL BE EITHER REPAIRED OR REPLACED AND RETESTED UNTIL THE LATERAL PASSES. THERE WILL BE NO ADDITIONAL FEE FOR RETEST ON REPAIRED OR REPLACED PIPING A PLUMBING PERMIT WILL BE REQUIRED FOR ANY REPAIRS OR REPLACEMENT, AN ENCROACHMENT PERMIT MAY ALSO BE REQUIRED DEPENDING ON THE LOCATION OF THE REPAIR. A COMPLETE REPLACEMENT FROM BUILDING TO CITY CLEANOUT IS EFFECTIVE FOR 25 YEARS. A REPAIRED AND TESTED LATERAL IS EFFECTIVE FOR TEN (10) YEARS. 5. THE CITY NEITHER HAS NOR WILL MAKE ANY DETERMINATION AS TO WHO WILL PAY FOR THE TESTING AND REPAIRING. THAT IS TO BE DECIDED BETWEEN THE PARTIES INVOLVED IN THE SALE. PRIVATE SEWER LATERAL AND TESTING PROCEDURE AND REQUIREMENTS ORDINANCE NO. 1329, WHICH WAS ADOPTED JULY 7, 1986 AND BECAME EFFECTIVE AUGUST 7, 1986 AND WAS MODIFIED BY ORDINANCE 1623 ON MARCH 23, 2000, REQUIRES THE ABATEMENT OF SEWER LATERALS AND CLEANOUTS WHICH ARE FOUND TO CONTAIN LEAKS OR SEPARATIONS: LATERALS COVERED ARE FROM THE BUILDING SERVED TO THE CLEANOUT IN THE CITY RIGHT-OF-WAY. THE ORDINANCE ALSO REQUIRES THE TESTING AND REPAIR OF LATERALS PRIOR TO THE SALE OF THE PROPERTY IF THE BUILDING WAS CONSTRUCTED 25 YEARS OR MORE BEFORE THE DATE OF SALE. DATE OF CONSTRUCTION SHALL BE THE DATE THE BUILDING PERMIT WAS FINALED. IN ADDITION, TESTING IS REQUIRED IF TWO (2) OR MORE PLUMBING FIXTURE UNITS ARE ADDED TO A PROPERTY. THE FOLLOWING PROCEDURES AND REQUIREMENTS ARE ADOPTED TO IMPLEMENT ORDINANCE NO. 1329. IT SHALL BE THE OWNER'S RESPONSIBILITY TO DETERMINE IF TESTING IS NEEDED. CONTACT THE BUILDING DEPARTMENT TO DETERMINE THE AGE OF THE STRUCTURE AND IF THE LATERAL HAD BEEN TESTED AND/OR REPAIRED WITHIN THE PAST TEN (10) YEARS. IT CAN BE ASSUMED THAT TESTING AND REPAIRS HAVE NOT BEEN DONE UNLESS THE PROPERTY HAS BEEN ALTERED OR SOLD AFTER AUGUST 1986, IF THE LATERAL NEEDS TESTING, THE PROPERTY OWNER SHOULD RETAIN A CONTRACTOR OR PLUMBER TO PERFORM THE TEST. THE TEST SHALL BE PERFORMED AS FOLLOWS: 1. THE TEST MUST BE WITNESSED BY A CITY REPRESENTATIVE TO MEET THE ORDINANCE REQUIREMENTS. THE CONTRACTOR OR OWNER SHALL FIRST OBTAIN AN ENCROACHMENT PERMIT FROM THE PUBLIC WORKS DEPARTMENT IN CITY HALL AND PAY AN ENCROACHMENT PERMIT FEE PER THE LATEST ENCROACHMENT PERMIT FEE SCHEDULE. OBTAINING THE PERMIT CAN BE DONE BEFORE OR CONCURRENTLY WITH SCHEDULING AN APPOINTMENT BUT IS REQUIRED AT THE TIME OF THE TEST. ALL ARRANGEMENTS AND SET UP SHOULD BE COMPLETED BY THE TIME THE CITY REPRESENTATIVE ARRIVES TO WITNESS THE TEST. CALL 650-558-7670 TO SCHEDULE AN APPOINTMENT. 2. EACH LATERAL IS TO HAVE A CLEANOUT LOCATED IN THE CITY RIGHT-OF-WAY, IF A CLEAN OUT DOES NOT EXIST THEN ONE WILL BE REQUIRED TO BE INSTALLED, THE OWNERS CONTRACTOR WILL INSTALL THE CLEANOUT WITH AN ENCROACHMENT PERMIT FROM THE PUBLIC WORKS DEPARTMENT. CITY PERSONNEL CAN SPEND A LIMITED AMOUNT OF TIME TO ASSIST IN LOCATING AN EXISTING CLEANOUT OR LATERAL. A CLEANOUT LOCATED ADJACENT TO THE BUILDING WILL BE AN AID IN THE TESTING PROCESS OR LOCATING THE PIPE ROUTE FOR REPAIRS AND IS NOW REQUIRED IN THE UNIFORM PLUMBING CODE. A PLUMBING PERMIT FROM THE BUILDING DEPARTMENT IS REQUIRED FOR THE CLEANOUT ADJACENT TO THE BUILDING OR ANY WORK DONE ON PRIVATE PROPERTY. 3. TESTING WILL BE ACCOMPLISHED BY EITHER A WATER EXFILTRATION TEST OR AN AIR TEST. THE AIR TEST SHALL BE USED IN HILLSIDE AREAS WHERE THE HYDRAULIC HEAD PRESSURES COULD DAMAGE THE PIPE. A. WATER EXFILTRATION TEST. THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND EQUIPMENT, EXCEPT THE CALIBRATED BUCKET. THE CONTRACTOR SHALL PLUG THE LATERAL AND RISER AT THE CITY CLEANOUT AND THEN SURCHARGE THE LINE WITH WATER TO A POINT EQUAL TO THE FOUNDATION'S GRADE (FLOOR JOIST LEVEL) OR CONCRETE SLAB, DEPENDING ON CONSTRUCTION. THE MINIMUM HEIGHT OF THE WATER LEVEL SHALL BE TWO FEET (2'-0") ABOVE THE FLOWLINE OF THE LATERAL AT THE CITY CLEANOUT. IF THERE IS ANY FIXTURE INSIDE THE STRUCTURE LOWER THAN THE TESTING WATER LEVEL, THE CONTRACTOR SHALL HAVE TO EITHER PLUG THE FIXTURE OR THE LATERAL AT THE BUILDING. AN APPROVED BACKWATER VALVE SHALL BE INSTALLED IF THERE ARE ANY PLUMBING FIXTURES BELOW THE LEVEL OF THE CITY CLEANOUT. A PLUMBING PERMIT IS REQUIRED FOR THIS WORK THE CONTRACTOR MAY ALSO INSTALL OR USE AN EXISTING CLEANOUT NEAR THE STRUCTURE AT THE FOUNDATION GRADE (FLOOR JOIST LEVEL) OR CONCRETE SLAB FLOOR LEVEL TO ESTABLISH THE MINIMUM TWO FEET (2'-0") WATER LEVEL. THE LATERAL SHALL REMAIN SURCHARGED FOR A PERIOD OF 30 MINUTES AND THE AMOUNT OF WATER LOST SHALL BE MEASURED. THE LATERAL SHALL BE CONSIDERED ACCEPTABLE IF THE AMOUNT OF WATER LOST IS LESS THAN FOUR (4) GALLONS. NO INCREASE OR ALLOWANCE IS ALLOWED FOR LONG LATERALS OR FOR LATERALS LARGER THAN THE 4-INCH MINIMUM SIZE. SEE STANDARD DRAWING SS-2 (3 OF 5). APPROVED BY DRAWING APPROVED BY DRAWING APPROVED BY DRAWING SEWER LATERAL TEST (AIR) NO. PRIVATE SEWER LATERAL AND TESTING NO. � � PRIVATE SEWER LATERAL AND TESTING NO. BURLINGAME BURLJN6AME BURLINGAME CITY ORDINANCE #1329 PROCEDURE AND REQUIREMENTS PROCEDURE AND REQUIREMENTS lwz DATE SS 2 - DATE SS 2 DATE SS-2 DEPARTMENT OF PUBLIC WORKS 8/17/2006 (4 Of 4) DEPARTMENT OF PUBLIC WORKS 8/17/2006 (2 Of 4) DEPARTMENT OF PUBLIC WORKS 8/17/2006 (1 Of 4) ALL BACKFLOW PREVENTION ASSEMBLIES MUST BE APPROVED BY THE UNIVERSITY OF SOUTHERN CALIFORNIA (USC) AND TESTED BY A SAN MATEO COUNTY CERTIFIED TESTER BEFORE APPROVAL OF THE WATER SYSTEM. SEE THE SAN MATEO COUNTY WEB SITE FOR APPROVED LIST OF CERTIFIED TESTER'S AT HTTP://SMCHEALTH.ORG/NODE/426. FOR ADDITIONAL INFORMATION ON USC APPROVED DEVICES PLEASE CALL THE WATER DIVISION AT (650) 558-7670. PLEASE COMPLETE THE "WATER DEMAND WORKSHEET'I FOR DETERMINING THE WATER SERVICE AND METER SIZE. THE WORKSHEET IS AVAILABLE AT THE BUILDING DEPARTMENT OR ON THE CITY OF BURLINGAME WEB SITE AT H7TP://WWW.BURLINGAME.ORG/INDEX.ASPX?PAGE=125. TO DOMESTIC ADDRESS: TO IRRIGATION SYSTEM HOSE BIB WITH BACKFLOW PREVENTION VACUUM BREAKER ASSEMBLY TYPE: BRAND: PRESSURE REDUCING MODEL#: VALVE (IF NEEDED) SIZE: HOUSE VALVE SEE NOTE TO FIRE SYSTEM ;7 4 v BACKFLOW PREVENTION ASSEMBLY TYPE: DOUBLE CHECK BRAND: MODEL#: TR SIZE: MEE CUSTOMER SERVICE SIZE TO BUILDING: PSI CITY PRESSURE FIRE PLANS SUPERSEDES THIS SERVICE MATERIAL TYPE: SERVICE SIZE TO WATER METER: R WATER METER SIZE: IN NOTE: 1. REMOVE DOUBLE CHECK VALVE HANDLES AND STORE IN SPARE HEAD BOX TYPICAL RESIDENTIAL WATER SERVICE DETAIL DATE DRAWING NO. BURLINGAME (WITH FIRE SYSTEM) NOV 2012 W-1780 DEPARTMENT OF PUBLIC WORKS DRAWN BY: L.T. SCALE: NONE SHEET 1 OF 1 CHECKED BY: K.0 APPROVED BY: DATE REMSIONy 0 m v D m z 0 v C 03 r_ n 0 M x cn m 0 m =i ;0 <D O i �m o� zD Dr Z 0 m mcn I W N D ca i m N v D -D v O m u 1D r. ngwrmrNSIIIIIIIIil USE FIXTURES ALTERNATE 2 USE CLEAN -OUT r7LIVrl I -jr L1 11 1V1 STREET OR ALLEY AREA BUILDING MUST HAVE CITY CLEAN -OUT IN RIGHT-OF-WAY AREA, OR OWNER MUST INSTALL NEW CITY CLEANOUT. CITY REPLACES "P" TRAPS IN RIGHT-OF-WAY ONLY. TO PERFORM TEST, DOUBLE PLUG IS REQUIRED BY OWNER/CONTRACTOR. AFTER TEST, CITY WILL LISTEN FOR WATER FROM TEST FIXTURE WHEN PLUG IS REMOVED TO CONFIRM LINE IS OPEN AND NOT PLUGGED ELSEWHERE. PLUG LATERAL AND CLEAN -OUT (PER NOTE 2 ABOVE) ALTERNATE 1 - la. USE LOWEST FIXTURE WHICH IS A MINIMUM OF 2' ABOVE THE LATERAL ELEVATION AT CLEAN -OUT 1b. CHECK THE BASEMENT DRAINS OR SUMP PUMP. 1c. REMOVE AND PLUG ALL ILLEGAL CONNECTIONS (i.e. ROOF DRAINS AND SUMP PUMP.) 2. FILL FIXTURE UNTIL WATER DOES NOT DRAIN. 3. MARK WATER LEVEL. 4. SHUT OFF BUILDING WATER SERVICE DURING CITY INSPECTION TEST. 5. WAIT 30 MINUTES AND REFILL TO MARK. 6. TEST PASSES IF WATER REFILLED IS FOUR (4) OR LESS GALLONS FOR FOUR (4-) INCH OR SIX (6") INCH LATERAL. ALTERNATE 2 - 1. INSTALL OR USE EXISTING CLEAN -OUT OR FIXTURE AT THE FOUNDATION LEVEL (FLOOR JOIST LEVEL) OR SLAB FLOOR LEVELJ. 2. CONTINUE TEST AS IN ALTERNATE 1. 405 ba,1 swater ave. Burlingame, calilornia 94010 tel: 650.703.6197 eanail: j6eurse06niail.com SIGNATURE BOX: NAME: JESSE GEURSE CITY OF BURLINGAME BUSINESS NO: 22811, EXPIRATION DATE: 06, CITY ag 1 dllt I m ❑- 0 0 DESIGNS, INC. 7-12-2025 JFG PLANNING SUBMISSION-PC-1 5-9-2023 JFG PLANNING SUBMISSION-PC-0 NO. DATE BY DESCRIPTION CONST. REVISIONS IT IS TIDE RESPONSIBILITY OF TIDE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES, ERRORS, OMMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE DESIGNER - DATE PROJECT NAME NEW TWO STORY RESIDENCE MR. + MRS. JULAPAL.LI 1312 MILLS AVENUE BURLINGAME, CALIFORNIA 94010 2302 JOB NO. DRAWN JFG BY: REVIEWED BY: JFG DRAWING TITLE PUBLIC WORKS REQUIREMENTS AND DETAILS ENGINEER I DRAWING NO. AART ASSINK SCALE: AS SHOWN RELEASED TO CONSTRUCTION PW.2 Geurse Conceptual Desi8ns, Inc. 405 bayswater ave. Burlin8ame, california 94010 tel:650.703.6197 email: j8eurse@8mail.com SIGNATURE BOX: NAMEJESSE GEURSE CITY OF BURLINGAMEBUSINESS LIC E : GE CO C AL DESIGNS, INC. NO: 22811, EXPIRATION DATE Z30/ 023 NOT USED NOT USED NOT USED NOT USED ^ 12 SCALE=1"=1'-0" 7 It SCALE-NTS SCALE-NTS SCLE=1"=1'r0° BURLINGAME C A L I F U R N 1 n I � �11 , • NOT USED R NOT USED NOT USED � '� NOT USED 11 SCALE=NTS J SCLE=NTS SCALE=1"=1'r0" SCALE=1"=1'r0" a SLOPE � LANDSCAPING TO U SLOPE 5% AWAY FROM BUILDING FOR DRAIN MIN. 2% I GROUND/LANDSCAPE AREAS, OR 2% AWAY FROM BUILDING FOR Fiber Ro I t s SE5 POP-UP EMITTER Z `v HARDSCAPE AREAS, FOR TEN FEET UNLESS NOT PRACTICAL LONGITUDINAL SWALESMAYBEUSED. USE GRASSY SWALE OR OTHER MATERIALS TO MINIMAZE SEDIMENTS z rr rrr,ir ' Notel 2% VARIES0VARIES \� a y Ik rrrrrrrr� Install fiber roll along ❑level contour. O O O O O O O Y l r r W _V I O U y Fiber rolls y / LNEOFALL SURFACEWITH FILTERFABRICf DRAINAGE� o y _V LINEPER PLANTO y .rrrrr r. Vertical spacing STREET BY GRAVITY measured along the face of the slope G I O O O O O O O varies between _V Install a fiber roll near 10' and 20' ii slope where it transitions y into a steeper slope EARTHEN SWALE DETAIL O 0 0 0 0 0 �O�OQO�O�O�O O 2 SCLE=NTS TYPICAL FIBER ROLL INSTALLATION N.T.S. 4"DIA SOLID DRAIN PIP(M a 7-3 JFG PLANNING SUBMISSION-PC-1 O O O O O O (MQV. 2% SLOPE) O O O O O O O O 5-9-2029-2023 JFG PLANNING SUBMISSION-PC-O NOTE ALL GRADING IS BASED OFFOF THIS ARCHITECTURAL SECTION. THE NO. DATE BY DESCRIPTION CONST. REVISIONS Fiber roll 310 8" min O O O O O O O O O O O O ADJACENT GRADE AND GFF DIMENSIONS SHOWN HERE MUST BE KEPT.NOTIFYTHE ENGINEER BEFORE MAKING ANY SLOPE 5% FROM Pe ITIS TI-IE RESPONSIBILITY OF TI-IE FS o Q Q Q I I I CHANGES. GROUND TO BOTTOM OF WOOD SILL E E O O O O O CONTRACTOR TO VERIFY ALL N O Q O O O O O O FIELD CONDITIONS AND COMPARE THEM WITH TFIE CONSTRUCTION O SLOPE 5% AWAY FROM BUILDING FOR DOCUMENTS BEFORE COMMENCING GROUND/LANDSCAPE AREAS, OR 2% ACTIVITIES, ERRORS, OMMISSIONS E 3 /4" x 3 /4" O O O O O O O AWAY FROM BUILDING FOR OR ANY OTHER INCONSISTENCIES wood stakes max 4' HARDSCAPE AREAS, FOR TEN FEET FIN. FLR.. UNLESS NOT PRACTICAL LONGITUDINAL DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE DESIGNER spacing SWALES MAYBE USED. PROJECT NAME NEW TWO STORY RESIDENCE ENTRENCHMENT DETAIL 5% NAT. GRD. FOR N. T. S. MR + MRS. JULAPALLI NOTES: 1312 MILLS AVENUE If more than one fiber roll is placed in a row, the rolls must be overlapped, not abutted. BURLINGAME, CALIFORNIA 94010 Turn the ends of the fiber roll up -slope to prevent runoff from going around the roll. I DRAWING TITLE ADJACENT GRADE July 2012 California Stormwater BMP Handbook Portal 5 of 5 Construction SEE PLAN SITE DETAILS www.casga.org DATE ENGINEER. DRAWING NO. TYPICAL FOUNDATION/GFF / 2302 JOBNO. AART ASSINK PW5 SCALE AS SHOWN FIBER ROLL -WATTLE DETAIL DRYWELL r RETENTION WELL GROUND SECTION BRAWN JFG Y. 1 O �j REVIEWED RELEASED TO CONSTRUCTION SCALE=NTS J SCLE=1"=1'r0° SCALE=1°=1'-0" BY JFG KEYNOTES CON T INUED FLOOR PLAN KEYNOTES G Conceptual De hi 7. LOCATION F ELECTRICAL VEHICLE CHARGING STATION. INSTALL EV LEVEL 2 READY CIRCUIT: A PARKING SPACE EQUIPPED WITH A 1. KITCHEN NOTES •MAXIMUM FLOW RATE FOR KITCHEN FAUCETS SHALL BE 1.8 e U YS e s i n s, C. RACEWAY, WIRING, RECEPTACLE, AND ELECTRICALCAPACITY TO THE EV GPM, AT 60 PSI. CAN TEMPORARILY INCREASE TO 2.2 GPM, BUT CHARGING STATION. A MINIMUM 208V/240V, 40 AMP CIRCUIT WITH MUST DEFAULT BACK TO MAXIMUM FLOW RATE OF 1.8 GPM RECEPTACLE LABELED TV VEHICLE OUTLET" OR, ELECTRICAL VEHICLE 2022 CGC §4303.1.4.4 SUPPLY EQUIPMENT WITH A MINIMUM OUTPUT OF 30 AMPS. ALL KITCHEN CABINETRY, APPLIANCES BY BY OTHERS. DESIGNED AND 405 Bayswater ave. CHOSEN BY OWNER CONTRACTOR INSTALLED. Burlin8ame, California 94010 18. 1-HOUR FIRE RATED WALL BETWEEN GARAGE AND LIVING SPACE tel: 3.6197 PROVIDE 5/8" TYP X" ONE -HOUR FIRE RATED WALL PER CODE FOR REQUIRED SEPARATION BETWEEN GARAGE AND LIVING SPACE SHOWNOTHERS. 4'-0" 40'-T 5'-5" 2. COUNTER/CABINETS/FINISH MATERIAL AND STYLE AS SHOWN BY CONTRACTOR INSTALLED ail: j8 urseg email: jgeurse@g>uail.com DASHED. PROVIDE AT CELING ABOVE ALL LIVING SPACE 40 10'-5" 15'-8" 10'-6" 4'-0" 3. LINE OF SECOND LEVEL FLOOR SIGNATURE BOX: 19. DECORATIVE CEILING BEAMS. 4. LINE OF SOFFIT, TYPICAL. @ 8'-G NAMEJESSE GEURSE aL 20. PROVIDE MIN 5/8"TYPE "X" GYP. BD. ON GARAGE SIDE I I 21.36" X 36" MIN. LANDING. 5. BATHROOM NOTES ' • -MECHANICAL VENTILATION @ BATHROOM 22. NEW HARDWOOD FLOORING THROUGHOUT ENTIRE RESIDENCE BATHROOMS, WATER CLOSET COMPARTMENTS, LAUNDRY ROOMS CITY OF BURLINGAMEBUSINESS LIC LjC E : GE CO C AL DESIGNS, INC. FIRST AND SECOND FLOOR EXCEPT BATHROOMS WHICH SHALL BE OF SHALL BE PROVIDED WITH NATURAL VENTILATION BY MEANS OF NO 22811, EXPIRATION DATE OS 023 STONE OR TILE MATERIAL OPERABLE EXTERIOR OPENINGS WITH AN AREA OF NOT LESS THAN 1/20 OF THE FLOOR AREA (MIN. 5 SQ. FT. IN LIEU OF EXTERIOR 23. DECORATIVE BOX IN RIDGE BEAM OPENINGS PROVIDE A MECHANICAL VENTILATION SYSTEM 24. RANGE/COOKTOP - DEDICATED 208/240V, 50A CAPACITY CAPABLE OF PROVIDING 5/AIR CHANGES/HR RECEPTACLE WITHIN 3 FEET 5 • ACCESS TO TOILETS 30" CLEAR WIDTH 24" CLEAR IN FRONT. 25. RECEPTACLE WITH EQUIVALENT CAPACITY WITHIN 3 FEET. A6 • PLUMBING WALL PROVIDE 2'X 6" STUD WALL BEHIND PLUMBING 26. NO GAS TO BE PROVIDED FOR DRYER I DN U zo• „ FIXTURES. ,l I a 27. LOCATION OF NEW PV SYSTEM (SOLAR PANEL) MINIMUM 1.....- I / /d - - - - - - PROJECTIONBAYWINDOW oI • -THE EFFECTIVE FLUSH VOLUME OF WATER CLOSETS WILL NOT KILOWATT PHOTOVOLTAIC SYSTEM INSTALLATION BY APPROVED , , / N .p WINDOW SEAT �, . - EXCEED 1.28 GAL / FLUSH. 2022 CGC §4303.1.1 SOLAR POWER COMPANY. I \ c�' I 28. LOCATION OF NEW 200 AMP. ELECTRICAL SERVICE PANEL AND 3'-o"x7'-O'HIGH I -0" WIDEBI-FOLDPATIO DR - - - - - - - - - 7 • -FOR DUAL FLUSH TOILETS AVERAGE TWO REDUCED FLUSHES I WITH ONE FULL FLUSI L METER INSTALL PER PG&E REQUIREMENTS. I 29. LOCATION OF NEW 90 AMP. SUB PANEL `� �I w U I • -THE EFFECTIVE FLUSH VOLUME OF URINALS WILL NOT EXCEED s. I L 0.125 GAL / FLUSH. 2022 CGC §4303.1.2 30. THREE WAY DIVERTER VALVE AT DRAIN LINE INTENDED FOR OPTIONAL LAUNDRY TO LANDSCAPE IRRIGATION \ / %�94 �I Q • 4) MAXIMUM FLOW RATE FOR SHOWERS SHALL BE 1.8 GPM AT 80 �p J C PSI. 222 CGC §4303.13 D6- KITCHEN _2'-o' I CLG. HGT. =9'-O' ! VN_ cT1M WIN. TEMI' GLS • - MAXIMUM FLOW RATE FOR LAVATORY FAUCETS SHALL BE 1.2 I F 3 r I GPM, AT 60 PSI. 2022 CGC §4.303.1.4.1 • -THE FITTINGS FOR FAUCETS AND SHOWERHEADS WILL'HAVE ALL REQUIRED STANDARDS LISTED ON THE PLANS;1.2 GPM FOR FAUCETS LEGEND PEDcI c. c u'_=u°____ FAM Y OOM 3 " BEDROOM 0.1 ED. I ' HGT. 9'-0" � I W L �° °Q � O I AND 1.8 GPM FOR SHOWERS. 2022 CGC §4303.13 AND 2022 CGC §4303.1.4 I -HOUR FIRE RATED WALL BETWEEN GARAGE AND LIVING SPACE PROVIDE 5/8" TYP X"ONE-HOUR FIRE RATED QUEEN 2'-0"X?'-0" ; TI. PURP SE RM. �. COMBO ! CLG HGT. VOL 1 o +36' siaxD d ° � • -BATHROOM EXHAUST FANS THAT ARE NOT OPERATING AS PART OF A WHOLE HOUSE FAN SHALL BE CONTROLLED BY A HUMIDITY = CSMNT. WIN g CONTROL MEETING REQUIREMENTS OF CGC SECTION 4 506.1. WALL AND CEILING PER CODE FOR REQUIRED I O • ---BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS I -HOUR FIRE SEPARATION BETWEEN GARAGE AND I 7 t x � � T WITH INSTALLED SHOWER HEADS AND IN SHOWER B U R L I N G A M E C A L I 1� U IZ N I n LIVING SPACE SHOWN DASHED. i cLc e u'.=u c I L_ I L - _1 COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT PRIVATE GARAGE SEPARATION FROM THE DWELLING AND ITS ATTIC AREA I L FINISI-L SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF UNIT BY MEANS OF NOT LESS THAN 6 FEET ABOVE THE FLOOR PER CRC R307.2. TILE A MINIMUM 5/g" -INCH TYP X GYPSUM BOARD I -6" DR - � 2-0"X Y-6" WALLS TO UNDERSIDE OF CEILING " APPLIED TO THE GARAGE SIDE" a o i CSMT. WIN. • -FOR GYPSUM BOARD USED AS THE BACKER OR BASE FOR 11 TEMP. GLS CERAMIC TILES OR OTHER NON -ABSORBENT FINISH MATERIALS, • • PROPERTY LINE NOTE EXTERIOR BEARING WALLS - - i - - � - PROVIDE FIBER -CEMENT, FIBER -MAT REINFORCED CEMENT, GLASS ` - • - . LESS THAN FIVE FEET FROM THE PROPERTY LINE +s'-6"SOMT I MAT GYPSUM OR FIBER REINFORCED GYPSUM BACKERS SUCH AS WILL BE BUILT OUT OF ONE -HOUR FIRE RATED ARTIFACT DISPLAY _ _ _ _ _ _ _ _ I REFRIGMA24` WONDER -BOARD, HARDI-BACKER, DENS SHIELD OR EQUIVALENT. CONSTRUCTION (2019 CBC, TABLE 602.) 24"WWEREMG FMHGL NOTE REQUIREMENT ON PLANS. CRC SECTION R702.4.2. II SHOWER LITgEN 3075"DN - - 36 WIDE EXTERIORWALL• 2X4 STUDS AT 16" O.C. ON EXTERIOR WALL WITH LAP w APPLGARAGE SIDING / 2 LAYERS OF GRADE D' BUILD. PAPER OR _ - [CLG.I­IGT.=9'-0' ' _ _ - - - 6. BEDROOM NOTES TYVEX O/ PLYWOOD W/ INSULATION PER TITLE 24 00 - - - - - - - - - - - DN J • WINDOWS AT BEDROOMS (EGRESS} REPORT 2' 0'x?' 0" i BATH N1 Q d CLG. HGT. =I 0" - - I6@75" UP - - - - - - - - - +30' BUFFETTCOUNTER SQ. FT. INTERIOR WALL CSMNT. i • MIN. CLR HEIGHT. 24".7 2X4 STUDS AT 16" O.C. WITH 5/8" INTERIOR GYPSUM WIN UP �d • MIN. CLR WIDTH, 20" DOUBLE UP 2X4 WALLS AT ALL THICKEN WALLS _ • FINISHED SILL HEIGHT TO BE NOT MORE THAN 44" ABOVE FINISHED PROVIDE 2X6 AT ALL PLUMBING WALLS. I FLOOR 6-6, OPEN TOABOVE G "LIGHT - - - - - i IGT- - - - - - - G - - - - • AND VENTILATION @BEDROOMS: CtININ NATURAL LIGHT BY MEANS OF EXTERIOR GLAZED OPENING WITH G. HGT. = 9' AN AREA OF NOT LESS THAN 1/10 OF THE FLOOR AREA (MIN.10 SQ. 00 IATP F°�'A�E III + DiivirrG TAB ��� '�' '" FT.) NATURAL VENTILATION BY MEANS OF OPERABLE EXTERIOR OPENINGS WITH AN AREA OF NOT LESS THAN 1/20 OF THE FLOOR POLLUTANT CONTROL L-- J c .p AREA (MIN. 5 SQ. FT.) (2022 CGC §4.504) o L J- 1 • "SMOKE DETECTORS: REQUIRED IN EACH ROOM USED FOR SLEEPING AND CENTRALLY 1. AT THE TIME OF ROUGH INSTALLATION, DURING STORAGE ON THE I 1/2 d� G LOCATED IN THE WALL OR CEILING NCORRIDORS PROVIDING CONSTRUCTION SITE, AND UNTIL FINAL STARTUP OF THE HVAC I BATH �o ACCESS TO EACH SLEEPING AREA AT EACH FLOOR OR EQUIPMENT, ALL DUCT AND OTHER RELATED AM DISTRIBUTION I I Duns BASEMENT LEVEL AND IN CLOSE PROXIMITY TO THE STAIRWAY. 0 COMPONENT OPENINGS WILL BE COVERED WITH TAPE, PLASTIC, SHEET METAL, OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY SMOKE DETECTOR SHALL SOUND AN ALARM AUDIBLE IN 0 ALL AREAS OF THE BUILDING OR BE TO REDUCE THE AMOUNT OF WATER, DUST AND DEBRIS THAT MAY I I - - - - - - - - - - - - - - DN +6�_6"SOMT +8'_6•SoFTIT - - 4 INTERCONNECTED.SMOKE DETECTOR SHALL BE ENTER THE SYSTEM 2022 CGC §4.504.1 1 r ym I _ _ CONNECTED TO THE BUILDING WIRING SYSTEM IN ALL 0 CL .HGT. =9'-0" STORISGE �'? NEW CONSTRUCTION AND BE PROVIDED WITH BATTERY 2. ADHESIVES, SEALANTS, AND CAULKS USED ON THE PROJECT SHALL I '" 2. oI I - BACKUP. Q FOLLOW LOCAL AND REGIONAL AIR POLLUTION OR AIR QUALITY I ! I a i CTEM WIIv. 0 MANAGEMENT DISTRICT STANDARDS. I oI TEMP. GLS 7. INTERIOR WALLS TO BE 2X4 STUDS AT 16" O.C. 2022CGC §4504.2.1 2 0'X? 0 I I + COMBO i I I I 8 .3" THRESHOLD AFTER FINISH MATERIAL Q 3. PAINTS AND COATINGS WILL COMPLY WITH VOC LIMITS. CSC. WIN I �2 U • THRESHOLD HEIGHT AT EXTERIOR DOORS SHALL NOT BE MORE 2022 CGC §4.504.2.2 I THAN 7-1/2" LOWER THAN THE FLOOR LEVEL AT DOORS i ! U ENTRIfi I a II � I1 o SWINGING AWAY FROM THE LANDING AND NOT MORE THAN 1" AT 4. AEROSOL PAINTS AND COATINGS WILL MEET THE PRODUCT -WEIGHTED MIR LIMITS FOR ROC, AND COMPLY WITH PERCENT m TAB I R0 � I1 THE DOORS SWINGING OVER A LANDING. VOC BY WEIGHT OF PRODUCT LIMITS, REGULATION 8, RULE 49. a F YER G. GT. = 9'-0" 9. TEMPERED GLASS SHOWER ENCLOSURE 2022 CGC §4.504.23 CLG. HGT. = 9'-0" i � 10. BRICK VENEER WAINSCOT PER ELEVATION. SEE DETAIL 25, SHEET AD.2 x 5. DOCUMENTATION SHALL VERIFY COMPLIANCE FOR VOC FINISH �, �w TEI�.cLs. 2'-0 X5'-0" ILALL DOORS AT 8'-0" HIGI� TYP. MATERIALS. 2022 CGC §4.504.2.4 c�' /� �� 0 �' � �/ \ gyp,' ^� T'P'�TP""T 9; H2O i i CTEMP. G S TEMP. 12. NO DISHWASHING MACHINE SHALL BE DIRECTLY CONNECTED TO A DRAINAGE SYSTEM OR FOOD DISPOSER WITHOUT THE USE OF AN . �P, �v`� \ 5. CARPET SYSTEMS WILL MEET CALGREEN TESTING AND PRODUCT HFATER I APPROVED AIR GAP FITTING ON THE DISCHARGE SIDE OF THE. 7-12-2023 JFG PLANNING SUBMISSION-PC-1 REQUIREMENTS. 2022 CGC §4 5043 _ _ _ _ _ _ DISHWASHING MACHINE CPC SECTION 807.4. G. WHERE RESILIENT FLOORING IS INSTALLED, AT LEAST 80% OF THE FLOOR AREA RECEIVING RESILIENT FLOORING WILL COMPLY WITH THE I o 0 O' I 4. O I I 13. POLE AND SHELF. 14. NEW 30" X 30" ATTIC ACCESS PULL DOWN LADDER 5-9-2023 JFG PLANNING SUBMISSION-PC-0 NO. DATE BY DESCRIPTION CONST. CALIFORNIA GREEN BUILDING CODE REQUIREMENTS. '`� i 5 ;n COVERED PORCH t' Ov I CLG. HGT. = 9'-0" t I Ov v g 0 , ;� �n i ;� � l 15. FIREPLACE NOTES 2022 CGC §4.504.4 � � A.G `� • "PRE-FAB ELECTRIC METAL FIREPLACE REVISIONS +8.0° soFErr MANUFAC: CONSULT OWNER ON DESIGN 7.I IRDWOOD PLYWOOD, PARTICLEBOARD, AND MEDIUM DENSITY DN +8'_o soEErr +8'A° SOFRT MODEL: TBD. VERIFY FOUNDATION WITH MODEL IT IS THE RESPONSIBILITY OF THE FIBERBOARD COMPOSITE WOOD PRODUCTS SHALL COMPLY WTTH THE - - - - - - TEMPERED GLASS DOORS INSTALLED PER MANUFAC. SPECS. CONTRACTOR TO VERIFY ALL z LOW FORMALDEHYDE EMISSION STANDARDS. PLANTER CONSULT OWNER ON DESIGN FIELD CONDITIONS AND COMPARE O 2022 CGC .5 • - NON-COMBUSTLUE HEARTH: THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING • -CONTRACTOR TO VERIFY WITH MANUFAC; SPEC. FOR ALL REQ. ACTIVITIES, ERRORS, OMMISSIONS ROUGH OPENING FOR UNIT PRIOR FRAMING. OR ANY OTHER INCONSISTENCIES � • ANY GAS FIREPLACES SHALL BE A DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE DESIGNER. FIREPLACES(2022 CGC � � � DIRECT-VENSEALED-COMBUSTIBLE TYPE §4.503) -ANY WOOD STOVE OR PELLET STOVE SHALL COMPLY WTTH US EPA PHASE 11 EMISSION LIMITS PER CGC 4503.1 AND PER CODE PROJECT NAME NEW TWO STORY RESIDENCE ANY INSTALLED GAS FIREPLACES WELL BE DIRECT -VENT I I SECTION 4.503.1 FOR SEALED -COMBUSTION TYPE ANY INSTALLED WOODSTOVE OR PELLET MR + MRS. JULAPALLI STOVE SHALL WITH US EPA EMISSION IG. STAIRCASE NOTES MILLS 1312 MILLS AVENUE AVENUE 1312 MI 3 GAS I ED FRNEW NSTS. 2022 CGC 4503.1 GAS IS NOT ALLOWED FOR NEW CONSTRUCTION � i i i . � STAIRWAY: BURLI 94010 BASED ON BURLINGAME'S REACH CODE PROVIDE 1 LAYER 5/8" TYPE X" G.W.B. AT ALL WALLS AND SOFFIT , 10'-5" 12'-4" 1T-10" FOR ENCLOSED USEABLE SPACE BENEATH STAIRWAY. DRAWING TITLE Tr `/` < 1 1 1 1 • "TOP OF RAIL 034" TO 38" ABOVE,TREAD NOSING. IT� l v DOOR V `I A 1 �R U,,L (2022C��C § 4• �0 �) ONE RAIL TO EXTEND 6"BEYOND TOP AND BOTTOM RISER,FIRST LEVEL FLOOR PLAN 40'-7" AND SHALL TERMINATE IN A NEWEL POST OR WALL STANDARDS FOR PLUMBING FIXTURES AND FITTINGS. PLUMBING HANDGRIP CROSS -SECTIONAL AREA OF TOP RAIL 1 -1/2" MIN. I >ATE ENGINEER. DRAWING NO. FIXTURES AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH D A TO 2" MAX THE CALIFORNIA PLUMBING CODE, AND SHALL MEET THE APPLICABLE MIN. 1 -1/2"CLEAR BETWEEN RAIL AND WALL @ OPEN RAIL, 2302 AART ASSINK SCALE: AS SHOWN STANDARDS REFERENCED IN TABLE 1701.1 OF THE CALIFORNIA SEE GUARDRAIL JOB NO. A.1 PLUMBING CODE 2022 CGC §43033 • y GUARDRA II. @ 42ABOVE FINISH FLOOR " DRAWN JFG HANDGRIP CROSS -SECTIONAL AREA OF TOP RAII :1-1/2" MIN. TO 2" BY: RELEASED TO MAX BALUSTERS SPACING NOT TO EXCEED 4" O.C. CONSTRUCTION FIRST LEVEL FLOOR PLAN SCALE I/4"-1r_0° REVIEWED. JFG RESIDENCE LOT COVERAGE Geurse Conceptual Dosi8lis,111C. EXISTINGLOTAREA 6,000 SQ. FT. MAXIMUM LOT COVERAGE: 6,000 SQ. FT. X 40% =2,400 SQ. FT. 405 bayswater ave. Burlingame, california 94010 lim PROPOSED LOT COVERAGE RESIDENCE + ATTACHED GARAGE _ ? SQ. FT = tel: 650.703.6197 email: j8eurseg8mail.com ? SQ. FT. = TOTAL LOT COVERAGE = ? SQ. FT. SIGNATURE BOX: NAMEJESSE GEURSE CITY OF BURLINGAME ALLOWABLE FLOOR AREA RATIO CITY OF BURLINGAMEBUSINESS LIC E: GE CO C AL DESIGNS, INC. NO 22811, EXPIRATION DATE Z30/ 023 BURLINGAME ALLOWABLE 32 PERCENT X LOT AREA + 1,100 S.F. + 400 S.F. RESIDENCE 32 PERCENT X 6,000 SQ. FT. =1,920 + 1,100 = 3,020 SQ FT. DN BAY WINDOW EXEMPT - - I (SHOWN HATCHED )= 20 S.F. FLOOR AREA CALCULATION GARAGE LEVEL FLOOR PLAN: TOTAL:196 SQ. FT. FIRST LEVEL FLOOR PLAN: TOTAL: 1,626 SQ. FT. r I SECOND LEVEL FLOOR PLAN: i PMC R eu'-- . -GT. 9'- I L TOTAL: 1,193SQ. FT. � i o I TOTAL FLOOR AREA = 3,015 S.F.: G.I L = OL g o BURLINGAME COVERED PORCH: EXEMPT C A L, ,: o RN , L TOTAL:152 SQ. FT. 1� 'o • 3@ "DN I G.I = 9 B TI O. - - - - - DN i G. T. - '-01, @7 I — CL HG = 91- ' r 1 C H =9 „ 2 0 - - - - - - - DN Q FIRST LEVEL FLOOR AREA LG. GT. - '-0' (SHOWN HATCHED)=1,822 S.F. i 0 � 0 I60 I I I 0 CL H CL HG . = 9'- " 7-12-2023 JFG PLANNING SUBMISSION-PC-1 - - - - 5-9-2023 JFG PLANNING SUBMISSION-PC-0 NO. DATE BY DESCRIPTION CONST. H REVISIONS 4 COVERED PORCH BAY WINDOW EXEMPT +8 0 (SHOWN HATCHED)=152 S.F. N + _o so + ° so IT IS THE RESPONSIBILITY OF THE PLANM CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE O THEM WITH THE CONSTRUCTION z DOCUMENTS BEFORE COMMENCING ACTIVITIES, ERRORS, OMMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE DESIGNER. PROJECT NAME NEW TWO STORY RESIDENCE MR + MRS. JULAPALLI 1312 MILLS AVENUE BURLINGAME, CALIFORNIA 94010 DRAWING TITLE FIRST LEVEL FLOOR AREA CALCULATION PLAN PATE ENGINEER. DRAWING NO. 2302 AART ASSINK SCALE: AS SHOWN JOB AISF DRAWNWN JFG BY- RELEASED TO FIRST LEVEL FLOOR AREA CALCULATION PLAN SCALE 1/4"=1,_0,� REVIEWED JFG CONSTRUCTION KEYNOTES CON T INUED FLOOR PLAN KEYNOTES G Conceptual De hi 7. LOCATION F ELECTRICAL VEHICLE CHARGING STATION. INSTALL EV LEVEL 2 READY CIRCUIT: A PARKING SPACE EQUIPPED WITH A 1. KITCHEN NOTES •MAXIMUM FLOW RATE FOR KITCHEN FAUCETS SHALL BE 1.8 e U YS e s i n s, C. RACEWAY, WIRING, RECEPTACLE, AND ELECTRICALCAPACITY TO THE EV GPM, AT 60 PSI. CAN TEMPORARILY INCREASE TO 2.2 GPM, BUT CHARGING STATION. A MINIMUM 208V/240V, 40 AMP CIRCUIT WITH MUST DEFAULT BACK TO MAXIMUM FLOW RATE OF 1.8 GPM RECEPTACLE LABELED TV VEHICLE OUTLET" OR, ELECTRICAL VEHICLE 2022 CGC §4303.1.4.4 SUPPLY EQUIPMENT WITH A MINIMUM OUTPUT OF 30 AMPS. ALL KITCHEN CABINETRY, APPLIANCES BY BY OTHERS. DESIGNED AND 405 Bayswater ave. CHOSEN BY OWNER CONTRACTOR INSTALLED. Burlingame, California 94010 I& 1-HOUR FIRE RATED WALL BETWEEN GARAGE AND LIVING SPACE tel: 650.703.6197 PROVIDE 5/8" TYP X" ONE -HOUR FIRE RATED WALL PER CODE FOR 2. COUNTER/CABINETS/FINISH MATERIAL AND STYLE AS SHOWN BY REQUIRED SEPARATION BETWEEN GARAGE AND LIVING SPACE SHOWN OTHERS. CONTRACTOR INSTALLED a.mail: jgeurse@gmail.com DASHED. PROVIDE AT CELING ABOVE ALL LIVING SPACE 10'-5" 15'-8" 4'-0" 3. LINE OF SECOND LEVEL FLOOR SIGNATURE BOX: 19. DECORATIVE CEILING BEAMS. 4. LINE OF SOFFIT, TYPICAL. @ 8'-G NAMEJESSE GEURSE 20. PROVIDE MIN 5/8" TYPE °X" GYP. BD. ON GARAGE SIDE 21.36" X 36" MIN. LANDING. 5. BATHROOM NOTES ' • -MECHANICAL VENTILATION @ BATHROOM 22. NEW HARDWOOD FLOORING THROUGHOUT ENTIRE RESIDENCE BATHROOMS, WATER CLOSET COMPARTMENTS, LAUNDRY ROOMS CITY OF BURLINGAMEBUSINESS LIC E : GE CO C AL DESIGNS, INC. LIC FIRST AND SECOND FLOOR EXCEPT BATHROOMS WHICH SHALL BE OF SHALL BE PROVIDED WITH NATURAL VENTILATION BY MEANS OF NO 22811, EXPIRATION DATE OS 023 STONE OR TILE MATERIAL OPERABLE EXTERIOR OPENINGS WITH AN AREA OF NOT LESS THAN 1/20 OF THE FLOOR AREA (MIN. 5 SQ. FT. IN LIEU OF EXTERIOR 23. DECORATIVE BOX IN RIDGE BEAM OPENINGS PROVIDE A MECHANICAL VENTILATION SYSTEM 24. RANGE/COOKTOP - DEDICATED 208/240V, 50A CAPACITY CAPABLE OF PROVIDING 5/AIR CHANGES/HR RECEPTACLE WITHIN 3 FEET 5 • ACCESS TO TOILETS 30" CLEAR WIDTH 24" CLEAR IN FRONT. 25. RECEPTACLE WITH EQUIVALENT CAPACITY WITHIN 3 FEET. A 6 • PLUMBING WALL PROVIDE 2"X 6" STUD WALL BEHIND PLUMBING 26. NO GAS TO BE PROVIDED FOR DRYER I FIXTURES. 27. LOCATION OF NEW PV SYSTEM (SOLAR PANEL) MINIMUM 1 THE EFFECTIVE FLUSH VOLUME OF WATER CLOSETS WILL NOT KILOWATT PHOTOVOLTAIC SYSTEM INSTALLATION BY APPROVED EXCEED 1.28 GAL / FLUSH. 2022 CGC §4303.1.1 SOLAR POWER COMPANY. DUAL FLUSH ETS AVERAGE TWO REDUCED FLUSHES 28. LOCATION OF NEW 200 AMP. ELECTRICAL SERVICE PANEL AND i • T H S. WITH ONE FULL FLUHI� METER INSTALL PER PG&E REQUIREMENTS. - - - I77 29. LOCATION OF NEW 90 AMP. SUB PANEL � • -THE EFFECTIVE FLUSH VOLUME OF URINALS WILL NOT EXCEED I � 0.125 GAL /FLUSH. 2022 CGC §4303.1.2 50. THREE WAY DIVERTER VALVE AT DRAIN LINE INTENDED FOR OPEN DECK SHOWER I • 4) MAXIMUM FLOW RATE FOR SHOWERS SHALL BE 1.8 GPM, AT 80 OPTIONAL LAUNDRY TO LANDSCAPE IRRIGATION PSI. 222 CGC §4303.13 ��' �� ` �� ��' ` �� � " • MAXIMUM FLOW RATE FOR LAVATORY FAUCETS SHALL BE 1.2 - - GPM, AT 60 PSI. 2022 CGC §4303.1.4.1 II U -THE FITTINGS FOR FAUCETS AND SHOWERHEADS WII.L 'HAVE ALL LEGEND i 2'-0 X2' 6" I Q II BATH NO4 2 -6 X3'-6" REQUIRED STANDARDS LISTED ON THE PLANS;1.2 GPM FOR FAUCETS AWNING i ❑ � �I CLG HGT.=VOLUME o F CS - �, GLS AND 1.8 GPM FOR SHOWERS. 2022 CGC §4303.13 AND 2022 CGC • WINDOW §4303.1.4 I -HOUR FIRE RATED WALL BETWEEN GARAGE AND LIVING SPACE ° L • -BATHROOM EXHAUST FANS THAT ARE NOT OPERATING AS PART •--PROVIDE 5/8" TYP "X" ONE -HOUR FIRE RATED i I OF A WHOLE HOUSE FAN SHALL BE CONTROLLED BY A HUMIDIFY CONTROL MEETING REQUIREMENTS OF CGC SECTION 4.506.1. WALL AND CEILING PER CODE FOR REQUIRED I -HOUR FIRE SEPARATION BETWEEN GARAGE AND I BEDRO O.4 CLG. HG VO F I °� i 2'-0"X3'-6" BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS AND IN SHOWER B U R L I N G A M E LIVING SPACE SHOWN DASHED. b . x>rr BID I U ! CSM1. WIN. C A C I F O R N 1 A PRIVATE GARAGE SEPARATION FROM THE d: GLS COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT FINISI-. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF DWELLING UNIT AND ITS ATTIC AREA BY MEANS OF A MINIMUM 5/g" -INCH TYP X GYPSUM BOARD NOT LESS THAN 6 FEET ABOVE THE FLOOR PER CRC R307.2. TILE WALLS TO UNDERSIDE OF CEILING APPLIED TO THE GARAGE SIDE" cw, _ I • -FOR GYPSUM BOARD USED AS THE BACKER OR BASE FOR , 11 PROPERTY LINE NOTE EXTERIOR BEARING WALLS 2'-0"X2'-6" i CLG. HGT. =8'-0' c CERAMIC TILES OR OTHER NON -ABSORBENT FINISH MATERIALS, PROVIDE FIBER FIBER REINFORCED CEMENT, GLASS • • ` i ❑ 0 -CEMENT, -MAT - • - . LESS THAN FIVE FEET FROM THE PROPERTY LINE AWNING i `__ MAT GYPSUM OR FIBER REINFORCED GYPSUM BACKERS SUCH AS WILL BE BUILT OUT OF ON&HOUR FIRE RATED WINDOW WONDER -BOARD, HARDI-BACKER, DENS SHIELD OR EQUIVALENT. CONSTRUCTION (2019 CBC, TABLE G02.) J I NOTE REQUIREMENT ON PLANS. CRC SECTION R702.4.2. EXTERIOR WALL I E:LDRESSER �� �o CLOSET ~ 2X4 STUDS AT 16" O.C. ON EXTERIOR WALL WITH LAP i CLG.HC�T.=VOLIUMF�� SIDING / 2 LAYERS OF GRADE D' BUILD. PAPER OR - - - - - - - 6. BEDROOM NOTES TYVEX O/ PLYWOOD W/INSULATION PER TITLE 24 2'-0"X? i � 8' o° soEFTr l� • ✓ WINDOWS AT BEDROOMS (EGRESS} REPORT FIXED WIN• i (- -D - - - _ - � • MIN. CLR OPENING, 5.7 SQ. FT. INTERIOR WALL i TEMP. GLS I ° ° � I • MIN. CLR HEIGHT. 24" 2X4 STUDS AT 16" O.C. WITH 5/8"INTERIOR GYPSUM ❑ - � wasi�R I � • MIN. CLR WIDTH, 20" DOUBLE UP 2X4 WALLS AT ALL THICKEN WALLS . • FINISHED SILL HEIGHT TO BE NOT MORE THAN 44"ABOVE FINISHED PROVIDE 2X6 AT ALL PLUMBING WALLS. b G - 2'-0"X? i - - - - FIXED WIN. i o I OPEN TO BELOW I STAIRWELL D"TRAY _ t _I _ _ _ FLOOR "LIGHT AND VENTILATION @BEDROOMS: A.G TEMP. GLS rG.LIG1�]A' I DRYER L 8'_0° soEErr A.G NATURAL LIGHT BY MEANS OF EXTERIOR GLAZED OPENING WITH I ❑ - ❑ N L _ _j AN AREA OF NOT LESS THAN 1/10 OF THE FLOOR AREA (MIN.10 SQ. FIXED i TEMP. GLS Ic�7.�-DN $1-0" SOFFIT Y -1;� I FT.) NATURAL VENTILATION BY MEANS OF OPERABLE EXTERIOR OPENINGS WITH AN AREA OF NOT LESS THAN I/20 OF THE FLOOR AREA (MIN. 5 SQ. Ffa POLLUTANT CONTROL (2022 CGC §4.504) �n • "SMOKE DETECTORS: Ill$/SnowER I REQUIRED IN EACH ROOM USED FOR SLEEPING AND CENTRALLY 1. AT THE TIME OF ROUGH INSTALLATION, DURING STORAGE ON THE I BATH NO-3 i 2'-6"X4'- " LOCATED IN THE WALL OR CEILING NCORRIDORS PROVIDING CONSTRUCTION SITE, AND UNTIL FINAL STARTUP OF THE HVAC i nIa/snowr R CLG. HGT. =8'-0" I CLG.HGT. =8'-0" i CSMT. ACCESS TO EACH SLEEPING AREA, AT EACH FLOOR OR 0 EQUIPMENT, ALL DUCT AND OTHER RELATED AIR DISTRIBUTION � I P. G BASEMENT LEVEL AND IN CLOSE PROXIMITY TO THE STAIRWAY. COMPONENT OPENINGS WILL BE COVERED WITH TAPE, PLASTIC, SHEET xr.DR SMOKE DETECTOR SHALL SOUND AN ALARM AUDIBLE IN METAL, OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY c�,c' - ALL AREAS OF THE BUILDING OR BE 0 TO REDUCE THE AMOUNT OF WATER, DUST AND DEBRIS THAT MAY ti INTERCONNECTED.SMOKE DETECTOR SHALL BEENTER THE SYSTEM 2022CGC §4.504.1 BATH NO.2 � � 2'-6"X4'-0" CONNECTED TO THE BUILDING WIRING SYSTEM IN ALL CLG. HGT.=8'-0' CSMT. WIN. I NEW CONSTRUCTION AND BE PROVIDED WITH BATTERY2. ADHESIVES, SEALANTS, AND CAULKS USED ON THE PROJECT SHALL T=8'-ff CLIPPEDCEMNG011'-11" TEMP. GLS BACKUP.FOLLOW LOCAL AND REGIONAL AIR POLLUTION OR AIR QUALITY CLGMANAGEMENT DISTRICT STANDARDS. 7. INTERIOR WALLS TO BE 2X4 STUDS AT 16" O.C. 0 2022CGC §4.504.2.1 2'-6"X4'-0" 8.3" THRESHOLD AFTER FINISH MATERIAL A 3. PAINTS AND COATINGS WILL COMPLY WITH VOC LIMITS. ( CSMT. WIN. • -THRESHOLD HEIGHT AT EXTERIOR DOORS SHALL NOT BE MORE 2022 CGC §4.504.2.2 _ _ _ Ll TEMP. GLS THAN 7-1/2" LOWER THAN THE FLOOR LEVEL AT DOORS - - - _T - - - - - \ / \ EGRESSABLE SWINGING AWAY FROM THE LANDING AND NOT MORE THAN 1" AT 4. AEROSOL PAINTS AND COATINGS WILL MEET THE 1 THE DOORS SWINGING OVER A LANDING. PRODUCT -WEIGHTED MIR LIMITS FOR ROC, AND COMPLY WITH PERCENT VOC BY WEIGHT OF PRODUCT LIMITS, REGULATION 8, RULE 49. 2'-0 X4'-6" i CSNTI. WII�I i BF1DR0 NU.3 I CLG. H T. �VOLUM> n '" 9. TEMPERED GLASS SHOWER ENCLOSURE Q 2022 CGC §4.504.23' GLS QL�EENBED 10. BRICK VENEER WAINSCOT PER ELEVATION. SEE DETAIL 25, SHEET AD.2 5. DOCUMENTATION SHALL VERIFY COMPLIANCE FOR VOC FINISH MATERIALS' _ _ _ _ _ _ I3 ROOM 0.2 - - - L - - Q - - 11. ALL DOORS AT 8'-0" HIGI-. TYP. 2022 CGC §4 504.2.4 i C G. HGT. =VOL 12. NO DISHWASHING MACHINE SHALL BE DIRECTLY CONNECTED TO A cl, ' Q� B Q ❑ DRAINAGE SYSTEM OR FOOD DISPOSER WITHOUT THE USE OF AN APPROVED AIR GAP FITTING ON THE DISCHARGE SIDE OF THE. 5. CARPET SYSTEMS WILL MEET CALGREEN TESTING AND PRODUCT ® 7-12-2023 JFG PLANNING SUBMISSION-PC-1 REQUIREMENTS. 2022 CGC §4.5043 i � � - n - - - - - G DISHWASHING MACHINE CPC SECTION 807.4. 5-9-2023 JFG PLANNING SUBMISSION-PC-O � - - - - n 13. POLE AND SHELF. 6. WHERE RESILIENT FLOORING IS INSTALLED, AT LEAST 80% OF THE FLOOR AREA RECEIVING RESILIENT FLOORING WILL COMPLY WITH THE 1:1 o . o . 14. NEW 30" X 30" ATTIC ACCESS PULL DOWN LADDER NO. DATE BY DESCRIPTION CONST. CALIFORNIA GREEN BUILDING CODE REQUIREMENTS. 5 i �? �? 2022 CGC §4.504.4 CSMI. WIN 6 TEMP. GLS • I • cq I 15. FIREPLACE NOTES "PRE-FAB ELECTRIC METAL FIREPLACE MANUFAC: CONSULT OWNER ON DESIGN REVISIONS 7.I-IRDWOOD PLYWOOD, PARTICLEBOARD, AND MEDIUM DENSITY _ _ _ _ MODEL TBD. VERIFY FOUNDATION WITH MODEL ITIS THE RESPONSIBILITY OF THE FIBERBOARD COMPOSITE WOOD PRODUCTS SHALL COMPLY WITH THE - - - - -11101 TEMPERED GLASS DOORS INSTALLED PER MANUFAC. SPECS. CONTRACTOR TO VERIFY ALL LOW FORMALDEHYDE EMISSION STANDARDS. CONSULT OWNER ON DESIGN FIELD CONDITIONS AND COMPARE O 2022 CGC §4.504.5? p ¢ • NON-COMBUSTIALE HEARTH: TICI1`II WTHE CONSTRUCTION DOCUMENTS BEFORE COMMENCING z I O • -CONTRACTOR TO VERIFY WITH MANUFAC, SPEC. FOR ALL REQ. ACTIVITIES, ERRORS, OMMISSIONS ` I �, ROUGH OPENING FOR UNIT PRIOR FRAMING. OR ANY OTHER INCONSISTENCIES � • -ANY GAS FIREPLACES SHALL BE A DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE DESIGNER. rJ < ( �Il\�PLAC�•, CGC 4.50 �) � � � DIRECT-VENSEALED-COMBUSTIBLE TYPE \2022 § • -ANY WOOD STOVE OR PELLET STOVE SHALL COMPLY WITH US EPA PHASE 11 EMISSION LIMITS PER CGC 4503.1 AND PER CODE PROJECT NAME NEW TWO STORY RESIDENCE ANY INSTALLED GAS FIREPLACES WELL BE DIRECT -VENT SECTION 4.503.1 FOR SEALED -COMBUSTION TYPE ANY INSTALLED WOODSTOVE OR PELLET MR + MRS. JULAPALLI STOVE SHALL WITH US EPA EMISSION IG. STAIRCASE NOTES MILLSAVENUE 1312 MILLS AVENUE 1312 MI 2 3 GAS I ED FRNEW NSTS. 2022 CGC 4503.1 GAS IS NOT ALLOWED FOR NEW CONSTRUCTION � i i i . � STAIRWAY: BURLI 94010 BASED ON BURLINGAME'S REACH CODE PROVIDE 1 LAYER 5/8" TYPE X" G.W.B. AT ALL WALLS AND SOFFIT , 10'-5" 7 12'-4" 7 13'-10" FOR ENCLOSED USEABLE SPACE BENEATH STAIRWAY. DRAWING TITLE T� Tr `/` < � � � � • "TOP OF RAIL 034" TO 38" ABOVE,TREAD NOSING. Il v DOOR V `I A 1 �R U,,L (2022C��C § 4• �0 �) ONE RAIL TO EXTEND 6" BEYOND TOP AND BOTTOM RISER,SECOND LEVEL FLOOR PLAN 40,-7" AND SHALL TERMINATE IN A NEWEL POST OR WALL STANDARDS FOR PLUMBING FIXTURES AND FITTINGS. PLUMBING HANDGRIP CROSS -SECTIONAL AREA OF TOP RAIL 1 -1/2" MIN. I >ATE ENGINEER. DRAWING NO. FIXTURES AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH D TO 2" MAX THE CALIFORNIA PLUMBING CODE, AND SHALL MEET THE APPLICABLE MIN. 1 -1/2"CLEAR BETWEEN RAIL AND WALL @ OPEN RAIL, 2302 AART ASSINK SCALE: AS SHOWN STANDARDS REFERENCED IN TABLE 1701.1 OF THE CALIFORNIA SEE GUARDRAIL JOB NO. A.2 PLUMBING CODE 2022 CGC §43033 • y GUARDRAIL @ 42ABOVE FINISH FLOOR " DRAWN JFG HANDGRIP CROSS -SECTIONAL AREA OF TOP RAIL 1-1/2" MIN. TO 2" BY: RELEASED TO MAX. BALUSTERS SPACING NOT TO EXCEED 4" O.C. CONSTRUCTION SECOND LEVEL FLOOR PLAN SCALE1/4«_1,_0„ REVIEWED. JFG RESIDENCE LOT COVERAGE Geurse Conceptual Designs, Inc. EXISTING LOT AREA 6,000 SQ. Fr. MAXIMUM LOT COVERAGE 6,000 SQ. FT. X 40% =2,400 SQ. FT. 405 bayswater ave. Burlin8ame, california 94010 PROPOSED LOT COVERAGE: RESIDENCE + ATTACHED GARAGE _ ? SQ. FT = ? SQ. FT. = TOTAL LOT COVERAGE = ? SQ. FT. tel: 650.703.6197 email: 18eurse@8mail.com SIGNATURE BOX: NAME JESSE GEURSE CITY OF BURLINGAME ALLOWABLE FLOOR AREA RATIO CITY OF BURLINGAME BUSINESS LIC E: GEUR CO CEPT AL DESIGNS, INC. NO: 22811, EXPIRATION DATE 06/30/ 023 BURLINGAME ALLOWABLE: 32 PERCENT X LOT AREA + 1,100 S.F. + 400 S.F. RESIDENCE 32 PERCENT X 6,000 SQ. FT. =1,920 + 1,100 = 3,020 SQ, FT. - FLOOR AREA CALCULATION SECOND LEVEL OPEN DECK=75 S.F. GARAGE LEVEL FLOOR PLAN: OPEN DECK TOTAL :196 SQ. FT. �.� / �.\ Z\V/"'k�' \ ❑ _ ��H — - FIRST LEVEL FLOOR PLAN: TOTAL: 1,626 SQ. FT. U SECOND LEVEL FLOOR PLAN: CL HG =V i II TOTAL: 1,193SQ. FT. L I TOTAL FLOOR AREA: = 3,015 S.F.: � ECL HG. V U I \ U COVERED PORCH: EXEMPT TOTAL :152 SQ. Ff. BURLINGAME C A L I F O R N I A i , 1 I I I I I L C H = I I I I I I I I o I OPEN TO BELOW I STAIRWEL \ \ \ CL . GT. 10'_' I I L — 8'- "SO ❑ _ L i S I � T � G. T. _ , 0„ I CL I - GT. '-0 T .2 \ i T. _ � G. '0" CL ED C G 1'-11, LG. T. OL SECOND LEVEL FLOOR AREA G. GT. VO (SHOWN HATCHED)=1,193 S.F. SECOND LEVEL FLOOR AREA LES _ S THEN 5 r0 (SHOWN SHADED) 7-12-2025 JFG PLANNING SUBMISSION-PC-1 5-9-2023 JFG PLANNING SUBMISSION-PC-0 U — — — — NO. DATE BY DESCRIPTION CONST. U REVISIONS IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES, ERRORS, OMMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE DESIGNER O z — — — PROJECT NAME NEW TWO STORY RESIDENCE MR. + MRS. JULAPALLI 1312 MILLS AVENUE BURLINGAME, CALIFORNIA 94010 DRAWING TITLE SECOND LEVEL FLOOR AREA CALCULATION PLAN DATE ENGINEER. DRAWING NO. 2302 JOB NO. AART ASSINK A02-sF SCALE: AS SHOWN DRAWN JFG BY: BYVIEWE° JFG RELEASED TO CONSTRUCTION SECOND LEVEL FLOOR AREA CALCULATION PLAN SCALEI/4"_f-O" ROOF PLAN KEYNOTES 1 Gears � Conceptual DeS1811S, I11C. 1. ASPHALT- 80 COMP. SHINGLES- CLASS W RATING O/ 2 LAYERS OF 15# FELT OR I LAYER OF 30# FELT. 2. GUTTERS: SIZE: 5" OG - DOWNSPOUT: 4" SQ. TIE INTO DRAINAGE LINE TO DAYLIGHT . 405in8ame THROUGH STREET CURB. CONSULT. PUBLIC WORKS FOR ALL REQUIRED PERMITS FOR WORK WITHIN CITY RIGHT OF WAY. califoer Burlingame, califomia 94010 1i te1:650.703.6197 3. DOWNSPOUT LOCATION. SEE SITE PLAN a email: jgeurse@gmail.com 4. ROOF FLASHING 24 GA G.I. FLASHING AT ALL ROOF 24 GA G.I. FLASHING AT ALL ROOF PENETRATIONS AND CRICKET VALLEYS. SIGNATURE BOX NAME JESSE GEURSE 5. LINE OF WALL BELOW EAVE AND RAKE. , 6. (SOLAR POWER PANELS) BY SOLAR POWER COMPANY. SEE TITLE 24 REPORT AND SHEET T.0 CITY OF BURLINGAMEBUSINESS UC E : GE CO C AL DESIGNS, INC. 7. DECORATIVE GALVANIZED CHIMNEY CAP. SEE EXTERIOR FOR DESIGN. NO: 22811, EXPIRATION DATE OG/30/ 023 5 A6 3 w �i� SLOPEI°PER FOOT A aw 0 r - 3 - - - - - I RIDGE V � z SOLAR PANEL CAI SLOPE 10:12♦ Q SOLAR I p • E� E .—. I 3 i B U R LI N G A M E o SOLAR I PANEL A �U �Z N SLOPE 10:1% sLOPE 10:12 LSOJLARE > 3 5-1�2_12 SLQPE ♦SLOPE 10:12 A �I �I 5 i op 1:12 SLOPE 6 A.6 RIDGE A.6 P.B. � •� I A� 2 51 242 k SLOPE ♦ I O RIDGE RIDGE 0 o - - - - A 0 1 oI I a l 0 �I (D Q Q 3 - w - - - - -E I I � RIDE 0 O SLOPE12.12♦ ry SLOE12.— — SLOPE 1212o SLOPE WIN SLOPE SLOPE � 12:12� ~2:12 � i 2 7-12-2023 JFG PLANNING SUBMISSION-PC-1 L J L J 5-9-2023 JFG PLANNING SUBMISSION-PC-0 5 wwT NO. DATE BY DESCRIPTION CONST. REVISIONS TT IS THE RESPONSIBILITY OF TFIE aI — — — — — — ( 3 1 CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE O THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES, ERRORS, OMMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE DESIGNER. PROJECT NAME NEW TWO STORY RESIDENCE FOR MR + MRS. JULAPALLI 1312 MILLS AVENUE BURLINGAME, CALIFORNIA 94010 DRAWING TITLE ROOF LEVEL PLAN I )ATE ENGINEER. DRAWING NO. D 2302 AART ASSINK SCALE: AS SHOWN JOB NO. A.5 DRAWN JFG BY- REVIEWED JFG RELEASED TO CONSTRUCTION ROOF LEVEL PLAN SCALEI/4"=1'r0" �,I_ 1If) N9ME10� TOP OF RIDGE=42.72' T.O. WINDOWS i SECOND LEVEL FIN.FLR =2730' AM �- - - - - T.O. DBL. PLATES 0 4 D C B A 14'-5" S.S.B. TO 2ND STORY 9'-Y S.S.. TO2ND STORY 29 4 J 8 9 I 10 a 0 �I a01 12 15 EVEL FIN.FLR =1730' I 4'-0" S.SB. ,E FIN.FLR =1630' TO 1ST STORY ,GE NAT. GRADE=15.05' B.F.E. =14.00' ,-K AVERAGE TOP OF CURB=12.85' MAX. OVERALL TOP OF RIDGE=42.72' 28 AD.3 �T.O. DBL PLATES — - - - WINDOWS ~ SECOND LEVEL FIN.FLR =2730' T.O. DBL PLATES + CLG T.O. DBL. PLATES I� o a o 4 O � 00 I FIRST LEVEL FIN.FLR. =1730' j 1 AVERAGE TOP OF CURB=12.85' n �w 14 16 17 1G 14 AD.2 AD. 18 27 5'-5" S.SB. TO 1ST STORY ---- 5'-0" S.S.B. TO I -- CHIMNEY T.O. DBL PLATES T.O. DBL PLATES @DORMERS 00 l l SECOND LEVEL FIN.FLR. =2730' T.O. DBL PLATES + CLG B.O. PORCH SOFFIT T.O. DOORS + WINDOWS 0 0 a, o 0o MENMEN 1 ME MEN========MIRE N MEN■ME■ MEMEMMEN AVERAGE GRADE � IFEMA B.F.E. 11 ■ 1-PROPOSED FRONT -SOUTH ELEVATION SCALE 1/4,,=1`_0" 1 2 4 5 7 29 � 15 �I I I I II I I I i I � i to P - n u 2-PROPOSED-RIGI-iTSIDE EAST ELEVATION I ELEVATION —KEYNOTES 1. ASPIJALT ROOFING -CLASS: 'B' 10. EXPOSED RAFTER TIPS AT 32" O.C. TYP. • MANUFACTURER GAF, TIMBERLINE . -SIZE: SEE DETAIL • --PRODUCT: ASPHALT SHINGLES . -COLOR TBD • -STYLE HIGH DIMENSIONAL . -PAINT MANUFAC; BEHR OR EQUAL • -COLOR TBD 11. DECORATIVE BALCONY GUARDRAIL 2. EXTERIOR FINISI 1 • PER DETAIL STYLE: CEMENT PLASTER 3 COAT SYSTEM OVER LATH • SIZE 42" ABOVE DECK FINISH FLOOR --MATERIAL: OVER TYVEX OVER PLYWOOD • EXTERIOR PAINT GRADE • -TEXTURE SMOOTH •-COLOR-TBD • -COLOR TBD • -PAINT MANUFAC; BEHR OR EQUAL • -PAINT MANUFAC; BEHR OR EQUAL 12. THIN SET BRICK VENEER • 3. DECORATIVE CORBEL . -SIZE 2" THINK PANEL VENEER • -SIZE: 4X6 • -MATERIAL: TBD • -MATERIALWOOD . -COLOR TBD • -STYLE AS SHOWN . -MANUFACTURER PENINSULA BUILDING • -COLOR TBD MATERIAL, CO. • TEL: (650) 365-8500 109 SEAPORT BLVD. 4. FACIA, E AVE AND RAKE WITH EXPOSED RAFTER TIPS REDWOOD CITY • -SIZE EAVE 2X6 WITH 2" RUNNER CA 94063 • -SIZE RAKE 2X8 WITH 2" RUNNER • -MATERIAL: WOOD, • -COLOR TBD 13. WOOD SQUARE COLUMNS • -PAINT MANUFAC; BEHR OR EQUAL • SIZE 14" SQUARE WITH DECORATIVE BASE AND CAP • -MATERIAL: WOOD OR EQUAL BY TURNCRAFT 5. ILLUMINATED ADDRESS BY LANDSCAPE LIGHTING • --COLOR TBD ON TIMER . -PAINT MANUFAC; BEHR OR EQUAL 6.-TRIM HEAD AND JAMB SURROUND: • PER DETAILS 14. WOOD SQUARE COLUMNS • -STYLE TRADITIONAL • -SIZE 18" SQUARE WITH DECORATIVE BASE AND • -COLOR TBD CAP • -PAINT MANUFAC; BEHR OR EQUAL . -MATERIAL: WOOD OR EQUAL BY TURNCRAFT . -COLOR TBD -EXTERIOR DOORS AND WINDOWS: • -PAINT MANUFAC; BEHR OR EQUAL • -EXTERIOR: ALUM CLAD. COLOR TBD 15. ALUMINUM CLAD GARAGE DOOR • -GLAZING: DUAL GLAZED SIMULATED TRUE DIVIDED . -SIZE 14" SQUARE WITH BASE AND CAP • -INTERIOR PRIMED, PAINT READY' • -MATERIAL: PARTICLE WOOD COMPOSITE • -DOOR AND WINDOW REP: . -COLOR TBD DOOR AND WINDOWS TO BE MANUFAC; • -PAINT MANUFAC; BEHR OR EQUAL BY MARVIN, INTEGRITY OR EQUAL • -SEE SHEET ADFOR TYPICAL DOOR .2 AND WINDOW DETAILS. 16. ALUMINUM CLAD ENTRY DOOR . -MATERIALINTERIOR WOOD 7. GUTTERS AND DOWNSPOUTS •-COLORTBD • -MATERIAL: GALVANIZED • -PAINT MANUFAC; BEHR OR EQUAL •-COLOR-TBD • -PAINT MANUFAC; BEHR OR EQUAL 17. DECORATIVE GABLE VENTS • SIZE OF GUTTER 5" DECORATIVE O.G. ' -MATERIAL: WOOD • -SIZE OF DOWN SPOUT: 4" DIA. • -SIZE 9" X 30" •--COLORTBD • -PAINT MANUFAC; BEHR OR EQUAL • 8. DECORATIVE WOOD OR EQUAL SHUTTERS WITH WROUGHT IRON SHUTTER DOGS. •-COLORTBD • -PAINT MANUFAC; BEHR OR EQUAL • -STYLE AS SHOWN IN ELEVATION. • 9. WOOD TRIMBOARD WITN 2X WATER TABLE • -SIZE. 2X10 WITH 2X CAP • -COLOR TBD • -PAINT MANUFAC., BEHR OR EQUAL TOP OF RIDGE=42.72'ti T.O. DBL. PLATES T.O. WINDOWS 0 o aO I✓ 17 12 10 SECOND LEVEL FIN.FLR =2730 S T.O. DBL PLATES + CLG T.O. DBL PLATES 0 o ao FIRST LEVEL FIN.FLR =1730_1� Geurse Conceptual Desi8ns, Inc. 405 bayswater ave. Burlin8ame, california 94010 tel:650.703.6197 email: j8eurse@8mail.com SIGNATURE BOX: NAMEJESSE GEURSE CITY OF BURLINGAMEBUSINESS LICE E : GE CO C AL DESIGNS, INC. NO: 22811, EXPI ATION DATE 0G/30/ 023 • i BURLINGAME C A L I F U R N 1 n /A l� U 7-12-2023 JFG I PLANNING SUBMISSION-PC-1 5-9-2023 JFG PLANNING SUBMISSION-PC-0 NO. DATE BY DESCRIPTION CONST. REVISIONS IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES, ERRORS, OMMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE DESIGNER. PROJECT NAME NEW TWO STORY RESIDENCE MR + MRS. JULAPALLI 1312 MILLS AVENUE BURLINGAME, CALIFORNIA 94010 DRAWING TITLE EXTERIOR ELEVATION DATE ENGINEER. DRAWING NO. 2302 I AART ASSINK JOB NO. DRAWN JFG BY. WED SCALE: 1/4"z-4 0" BY.. JFG SCALE AS SHOWN RELEASED TO CONSTRUCTION A.4 ELEVATION -KEYNOTES 1. ASPHALT ROOFING -CLASS. B' 10. EXPOSED RAFTER TIPS AT 32" O.C. M. • �MANUFACTURERGAF,TIMBERLINE �SIZE:SEEDETAIL GCLlYSC Conceptual DCS1$11S, Inc. A B C D • PRODUCT: ASPHALT SHINGLES . -COLOR. TBD • STYLE HIGH DIMENSIONAL . -PAINT MANUFAC; BEHR OR EQUAL • --COLOR. TBD 11. DECORATIVE BALCONY GUARDRAIL 405 bayswater ave. 2. EXTERIOR FINISH: • PER DETAIL Burlingame, california 94010 STYLE: CEMENT PLASTER 3 COAT SYSTEM OVER LATH • SIZE 42" ABOVE DECK FINISH FLOOR tel: 650.703.6197 • --MATERIAL: EXTERIOR PAINT GRADE OVER TYVEX OVER PLYWOOD • -COLOR-TBD jgeurse@gmail.com • -TEXTURE SMOOTH • COLOR TBD SIGNATURE BOX 1 3 • PAINT MANUFAC; BEHR OR EQUAL AD.2 AD.3 MAX. OVERALL • PAINT MANUFAC; BEHR OR EQUAL 12. THIN SET BRICK VENEER NAME: JESSE GEURSE • ' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _TOP OF RIDGE=42.72' RIDGE HGT. 42.85' • 3. DECORATIVE CORBEL . SIZE 2" THINK PANEL VENEER i ^ • -SIZE 4X6 • -MATERIAL: TBD CITY OF BURLINGAME BUSINESS LIC E : GE CO C AL DESIGNS, INC. • MATERIAL WOOD . -COLOR TBD ILLd j I Ili1 • STYLE AS SHOWN • NO 22811, EXPIRATION DATE 06/30/ 23 1 ` • --COLOR-TBD MANUFACTURER PENINSULA BUILDING 1 / MATERIAL, CO. TEL: (G50) 365-8500 0 109 SEAPORT BLVD. 4. FACIA, E AVE AND RAKE WITH EXPOSED RAFTER TIPS REDWOOD CITY • -SIZE: EAVE 2X6 WITH 2" RUNNER CA 94063 • -SIZE: RAKE 2X8 WITH 2" RUNNER / / / \ \ \ \ / / / \ \ \ \ • -COLOR-TBD OOD, • -PAINT MANUFAC; BEHR OR EQUAL • SIZE 14" SQUARE WITH DECORATIVE BASE AND T.O. DBL PLATES _ _ � � � � � � �13. WOOD SQUARE COLUMNS T.O. DBL.DOORS +WINDOWS_ I � Tr) WINDOWS I I I - I bo 1- r I • -MATERIAL: WOOD OR EQUAL BY TURNCRAFT 5. ILLUMINATED ADDRESS BY LANDSCAPE LIGHTING I I \ �COLORTBD ON TIMER . -PAINT MANUFAC; BEHR OR EQUAL I I 6.-TRIM HEAD AND JAMB SURROUND: T. DECK GUARDRAIL o • PER DETAILS 14. WOOD SQUARE COLUMNS II • STYLE TRADITIONAL • -SIZE W SQUARE WITH DECORATIVE BASE AND 1 o • COLOR / TBD CAP . MATERIAL: WOOD OR EQUAL BY TURNCRAFT ' �b� • -PAINT MANUFAC; BEHR OR EQUAL • -COLOR TBD • -PAINT MANUFAC; BEHR OR EQUAL SECOND LEVEL FIN.FLR =27.30' 45 Ll 1 - - - - EXTERIOR DOORS AND WINDOWS: 45 SECOND LEVEL FIN.FLR =2730` • -EXTERIOR ALUM CLAD. COLOR TBD 15. ALUMINUM CLAD GARAGE DOOR T.O. DBL. PLATES +CLG • INTERIOR RIMED, PAINT R UAL GLAZEDAL • SIZE 14" SQUARE WITH BASE AND CAP YLATED TRUE DIVIDED • ,,,�TERIAI.:PARTICLE WOOD COMPOSITE B.O.RCH SOFFIT _ _ _ _ T_. .DBL_ PLATES • DOOR AND WINDOW REP: _ T.O. DOORS + WINDOWS i 1 I DOOR AND WINDOWS TO BE MANUFAC; . PAINT MANUFAC; BEHR OR EQUAL I BY MARVIN, INTEGRITY OR EQUAL • -SEE SHEET AD.2 FOR TYPICAL DOOR 16. ALUMINUM CLAD ENTRY DOOR i I I o z o AND WINDOW DETAILS.MATERIAL INTERIOR WOOD Y b cn u. a • 1 H 7. GUTTERS AND DOWNSPOUTS -COLOR-TBD -MATERIAL: GALVANIZED • -PAINT MANUFAC; BEHR OR EQUAL BURLINGAME WI h C A L t F O R N t A O I I O 0 -COLOR-TBD 17. DECORATIVE GABLE VENTS ��• PAINT MANUFAC; BEHR OR EQUAL I • 1 SIZE OF GUTTER 5" DECORATIVE O.G. -MATERIAL: WOOD I I • SIZE 9"X30" I I 1 •SIZE OF DOWN SPOUT: 4" DIA. 1 • �COLORTBD � � � ' FIRST LEVEL FIN FLR =1730' I FIRST LEVEL FIN.FLR =1730' • PAINT MANUFAC; BEHR OR EQUAL 1 • GARAGE FIN.FLR =1630' • 8. DECORATIVE WOOD OR EQUAL SHUTTERS WITH _ _ • WROUGHT IRON SHUTTER DOGS. • AVERAGE NAT. GRADE=15.20' AVERAGE NAT. GRADE =15.05� --COLORTBD• PAINT MANUFAC; BEHR OR EQUAL z it 12 w • STYLE AS SHOWN IN ELEVATION. w AD.2 AD. 2 AVERAGE TOP OF CURB=12.85' 13 27 • 9. WOOD TRIM BOARD WITN 2X WATER TABLE REFER TO SHEET A.4 FOR TYPICAL MATERIAL CALLOUTS. AD.2 AD.2 -SIZE 2XIo WITH 2X CAP • -COLOR-TBD • 3-PROPOSED -REAR-NORTH ELEVATION SCALE:1/4"=1,-0„ PAINT MANUFAC; BEHR OR EQUAL 7 6 5 4 3 1 15 17 17 AD.2 MAX. OVERALL 0 STOP OF RIDGE=42.72'- - - - - - - - - - - - - - - - - - - - - - - - -TOP OF RIDGE =42.72� RIDGE HGT. 42.85' I 0 II 1 LLLLiLiLl II I T.O. DBL PLATES Liu T.O. DBL PLATES TO WINDOWS 1 T.O. WINDOWS - I I I I I I I 0 1 7L °O DECK GUARDRAIL - ^ o °O 7-12-2023 JIG PLANNING SUBMISSION-PC-1 12 / \ i \ 1 5-9-2023 JIG PLANNING SUBMISSION-PGO 11 1 �0 12 1 NO. DATE BY DESCRIPTION CONST. 10 17 i 1 REVISIONS SECOND LEVEL FIN FLR =2730' �' ` ' ` SECOND LEVEL FIN.FLR =2730� T.O. DBL. PLATES + CLG - / \ ` \ \ 1 - T.O. DBL. PLATES + CLG IT IS THE RESPONSIBILITY OF THE T T.O. DBL PLATES i \ i \ I CONTRACTOR TO VERIFY ALL T.O. DBL PLATES FIELD CONDITIONS AND COMPARE - 1 1 I THEM WITH THE CONSTRUCTION z 1 DOCUMENTS BEFORE COMMENCING ACTIVITIES, ERRORS, OMMISSIONS 1 OR ANY OTHER INCONSISTENCIES o f I o Z DISCOVERED SHALL IMMEDIATELY 0 0 J j o o zI BE REPORTED TO THE DESIGNER PROJECTNAME - 1 o NEW TWO STORY RESIDENCE 1 1 FOR 1 I MR. + MRS. JULAPALLI 1512 MILLS AVENUE FIRST LEVEL FIN.FLR =1730' _ - I� _ � I j I - -FIRST LEVEL FIN.FLR =1730BURLINGAME, CALIFORNIA 94010 � 1 DRAWING TTPLE EXTERIOR ELEVATION oc? I �z w 9 in DATE ENGINEER DRAWINGNO. AVERAGE TOP OF CURB=12.85' 2302 AART ASSINK � w JOB NO. REFER TO SHEET A.4 FOR-1 MAT ERIAL CAT -LOUTS. DRAWN JIG SCALE AS SHOWN A5 BY: RELEASED TO 4-PROPOSED- LEFTSIDE WEST ELEVATION SCALE 1/4"=1'-O" B CONSTRUCTION REVIEWED JIG MAX. OVERALL D C B A 14'-5" S.S.B. TO 2ND STORY 9'-5" SS.. TO 2ND STORY TOP OF RIDGE=42.72' ,BO. TRAY CEILING TOT O.DBL TOP PLATES - - WINDOWS AllJ i SECOND LEVEL FIN.FLR =2730' T.O. DBL PLATES FIRST LEVEL FIN.FLR =1730' O v GARAGE FINER =1630' AVERAGE NAT. GRADE=15.05' '"c' - FEMA B.F.E.=14.00' AVERAGE TOP OF CURB=12.85' - 12 / 12 1010 6-PROPOSED CROSS BUILDING SECTION 5'-5" SSB. TO 1ST STORY T.O. DBL. PLATES _T.O. DBL PLATES @DORMERS i✓ SECOND LEVEL FIN .R R =2730' T.O. DBL PLATES + CLG B.O. PORCH SOFFIT T.O. DOORS + WINDOWS 0 0 � o 00 I FIRST LEVEL FIN.FLR. =1730' AVERAGE NAT. GRADE =15.2 FEMA BYE =14.00E 5-PROPOSED LONGITUDINAL BUILDING SECTION SCALE 1/4"=1'_0" ELEVATION -KEYNOTES 1. ASPHALT ROOFING -CLASS: B' 10. EXPOSED RAFTER TIPS AT 32" O.C. TYP. • - MANUFACTURER: GAF, TIMBERLINE • -SIZE: SEE DETAIL • -PRODUCT: ASPHALT SHINGLES • -COLOR TBD • STYLE HIGH DIMENSIONAL • -PAINT MANUFAC; BEHR OR EQUAL • --COLOR TBD 11. DECORATIVE BALCONY GUARDRAIL 2. EXTERIOR FINISH: • PER DETAIL STYLE CEMENT PLASTER 3 COAT SYSTEM OVER LATH • -SIZE 42" ABOVE DECK FINISH FLOOR OVER TYVEX OVER PLYWOOD • -MATERIAL: EXTERIOR PAINT GRADE • -TEXTURE SMOOTH •-COLOR-TBD • -COLOR TBD • -PAINT MANUFAC, BEtIR OR EQUAL • -PAINT MANUFAC; BEHR OR EQUAL • 3. DECORATIVE CORBEL • -SIZE 4X6 • -MATERIAL• WOOD • -STYLE AS SHOWN •-COLORTBD • 4. FACIA, E AVE AND RAKE WITH EXPOSED RAFTER TIPS • -SIZE EAVE 2X6 WITH 2" RUNNER • -SIZE RAKE 2X8 WITH 2" RUNNER • -MATERIAL: WOOD, •-COLORTBD • -PAINT MANUFAC, BEHR OR EQUAL 5. ILLUMINATED ADDRESS BY LANDSCAPE LIGHTING ON TIMER 6.-TRIM HEAD AND JAMB SURROUND: • PER DETAILS • -STYLE TRADITIONAL •-COLORTBD • -PAINT MANUFAC; BEHR OR EQUAL EXTERIOR DOORS AND WINDOWS: • -EXTERIOR ALUM CLAD. COLOR TBD • -GLAZING: DUAL GLAZED SIMULATED TRUE DIVIDED • -INTERIOR PRIMED, PAINT READY. • -DOOR AND WINDOW REP: DOOR AND WINDOW S TO BE MANUFAC; BY MARVIN, INTEGRITY OR EQUAL • -SEE SHEET AD.2 FOR TYPICAL DOOR AND WINDOW DETAILS. 7. GUTTERS AND DOWNSPOUTS • -MATERIAL GALVANIZED • -COLORTBD • --PAINT MANUFAC; BEHR OR EQUAL • SIZE OF GUTTER 5" DECORATIVE O.G. • --SIZE OF DOWN SPOUT. 4" DIA. • 8. DECORATIVE WOOD OR EQUAL SHUTTERS WITH WROUGHT IRON SHUTTER DOGS. • -COLOR;-TBD • --PAINT MANUFAC; BEHR OR EQUAL • -STYLE AS SHOWN IN ELEVATION. • 9. WOOD TRIM BOARD VAIN 2X WATER TABLE • -SIZE 2X10 WITH 2X CAP • �COLORTBD • --PAINT MANUFAC; BEHR OR EQUAL MAX. OVERALL 12. THIN SET BRICK VENEER • -SIZE 2" THINK PANEL VENEER • -MATERIAL• TBD • -COLOR TBD • -MANUFACTURER PENINSULA BUILDING MATERIAL, CO. TEL (650) 365-8500 109 SEAPORT BLVD. REDWOOD CITY CA 94063 13. WOOD SQUARE COLUMNS • -SIZE 14" SQUARE WITH DECORATIVE BASE AND CAP • -MATERIAL: WOOD OR EQUAL BY TURNCRAFT • -COLOR TBD • -PAINT MANUFAC; BEHR OR EQUAL 14. WOOD SQUARE COLUMNS • -SIZE 18" SQUARE WITH DECORATIVE BASE AND CAP • -MATERIAL: WOOD OR EQUAL BY TURNCRAFT • -COLOR TBD • -PAINT MANUFAC; BEHR OR EQUAL 15. ALUMINUM CLAD GARAGE DOOR • -SIZE. l+ SQUARE WITH BASE AND CAP • -MATERIAL: PARTICLE WOOD COMPOSITE • -COLOR TBD • -PAINT MANUFAC; BEHR OR EQUAL 16. ALUMINUM CLAD ENTRY DOOR •-MATERIAL:INTERIOR WOOD •-COLORTBD • -PAINT MANUFAC; BEHR OR EQUAL 17. DECORATIVE GABLE VENTS • -MATERIAL WOOD •-SIZE:9" X 30" •-COLORTBD • -PAINT MANUFAC., BEHR OR EQUAL Geurse Conceptual Designs, Inc. 405 bagswater ave. Burlingame, california 94010 tel:650.703.6197 e:mail: j6eurseO6mail.com SIGNATURE BOX NAME JESSE GEURSE CITY OF BURLINGAME BUSINESS NO:22811, EXPIRATION DATE 06, CITY A n DESIGNS, INC. 7-12-2023 JIG I PLANNING SUBMISSION-PC-1 5-9-2023 JFG PLANNING SUBMISSICII NO. DATE BY DESCRIPTION CONST. REVISIONS IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES, ERRORS, OMMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE DESIGNER PROJECT NAME NEW TWO STORY RESIDENCE MR. + MRS. JULA.PALLI 1312 MILLS AVENUE BURLINGAME, CALIFORNIA 94010 DRAWING TITLE BUILDING SECTIONS DATE ENGINEER DRAWING NO. 2302 AART ASSINK JOB NO. DRAWN JFG BY: REVIEWED SCALE 1/4"=1'-0" BY: JFG SCALE AS SHOWN RELEASED TO CONSTRUCTION A.6 ". \ ✓ �•Ali F' a , L aryGeurseConceptual ,� err .:.fir L iBuylin-� :�' •' y a.a 'fir` 1 batjswater ave. •. + t i y� .yy� $+..►,�[ ;-'� ,� xcr. II . • 11 • 197 email: j8eurseg8mail.com SIGNATUREBOX 7. i �{—map_`,-�.p��� {�i �� ' � .V. �r.1� � ;.�� • r • I a do k- — / ..fir • �' �s.-ter cl 1 �` BURLINGAME . ,•, • lk INV lift 0 . f.' ' -' ' • , -. "!�': ``1__' r.� �� ► ... � ., . (, � 11" I - of r - �� � r �� � � ,.. , ..p Y•l. � +'� (� lk`�iy��, 11� hilt � + �(51 .ir��'���,,��G� ... '•��: �f�Y if �'�' 11 '.( (, I r 1• },.. 1 �.•.`�.l � , yv' 1. � yy .�b�\ •.(A �> )1'.ii f4,�' 9'A� ,..�` 4 � �f(,:. tt�� N .� ! j,: � .N . ` � .'y.'1•� , '+. t .i,�l. �Z 4d t. , � ! � p ' - ' - 1 S � '�,. tl./'M1:;e �1J`f es I , � sG ��f` . t 1. , , • . _ � . f � / , MI W i �. c� 1 �M` I ' NY I '�. ■I �� '�I yi � 3,%ate .� ' � -. a Y;a- ..�, _''., �.�� .._ter —`� r• >• Y ..tit �°�• � �-- f ,. '� 't� .d`� • �a • _ .�+ � i+ 'Sr,� — _-. r ^�` f �.M` bc ,� fir\- ,• ` �F 46 �_"'T js �r � X, ..''�` �. 4f_ !R^ � .®. _ -<`.• PLANNING SUBMISSION-PC-1 PLANNING SUBMISSION-PC-0 }'' 1%fit 1 . - ...t; , Y . l.V:• i:• . �.. is-• i.i `� M;, �.. `.�'�)v`,' ®®® I • IT IS THE RESPONSIBILITY OF THE CONTRACTOR VERIFY ALL CONDITIONS•• r . TIJEM WITH THE CONSTRUCTION DOCUMENTSBEFORECOMMENCING m,• t,r f ERRORS,NS - gyq•IAI/) y' y 1 l o.r `�V• 1},� ��. ir',YS _ • ' OTHER INCONSISTENCIES,I• DISCOVERED .REPORTED • ♦THE DESIGNER 1 PROJECTNAI 1 NEW • STORY FOR MR.I 1312 MILLS AVENUE BURLINGAME, CALIFORNIA 94010 DRAWINGTITLE EXMl0RRFNDFKNGS DATE ENGINEER. 1 ♦ • AARTASSINK AS SHOWN • • A.7 DRAWN JFIG REVIEWED JFG ♦ , • CONSTRUCTION •BY: CANT STRIP DIVERTER KYLIGHT SECTI 95 C:A C: i (ELEVATION) INTERIOR GUARDRAIL JOISTS TYPE "X" YP. BD. 11/4"-2" 11/2"MIN. 11/4"-2" 31.8 MM 50. 11/2" MIN. 50.8mm MM 14HR. R RATED CLG/FLOOR SCALE=NTS 5/8" THICK TYPE 'X' GYP. 5/8" THICK. TYPE 'X' GYP. BD. 2X STUDS @ 16" O.C. CONDUIT, PIPES OR ANY PENETRATION MINA -HOUR FIRE RATED CAULKING. TYP. BOTH ENDS 11/4" - 2" J A B 11/2" `HANDGRIP PORTION OF HANDRAIL SHALL NOT BE LESS THAN 1 %4" NOR MORE THAN 2" CROSS -SECTIONAL DIA. DIMENSION HAVING A SMOOTH SURFACE WITH NO SHARP CORNERS. 1 21/4" r (HANDRAIL) (ELEVATION) SKYLIGHT 2X CURB ALL AROUND SCALE=1"=1'r0" PRESSURE GAGE MAIN WATERLINE TO RESIDENCE WATER LINE TO FIRE PROTECTION RISER. SHUT OFF VALVE SEE FIRE PROTECTION PLANS FOR USC APPROVED -DOUBLE REQUIRED CONNECTION. CHECK VALVE ASSEMBLY DCVA SHUT OFF VALVE FOR IRRIGATION IRRIGATION WATER VALVES MAIN WATER LINE FROM CITY METER VERIFY SIZE WITH FIRE PROTECTION APPROVED PLANS NOTE CONTRACTOR TO CHECK ALL WATER LINE SIZES WITH FIRE PROTECTION PLANS. CONC. STEDBL. CCK. VALVE ASSEM. (DCVA)PS E LESS THAN 4" T ANY DECORATIVE MOL STAIR CASE 5/8" DIA. MB. W/ P ORWASHER 2X BLOCKING (SECTION) SCALE=1"=1'r0" LINE OF 6'-8" MIN. HEADROOM HEIGHT INTERMEDIATE POST TYP. AT @ 6' 0" MAX. DECORATIVE HANDRAIL DECORATIVE BASE MOLDING @ INTER POSTS AND NEWEL POST. DECORATIVE BALUSTERS. TREADS AND RISERS TO MATCH FOYER FLOOR MATERIAL TYP. RVy %PENT LOCP ASIM FIXTURE DRAIN CUTLET USE CfMNAGF FITTINGS SELC'// FLOW RIFA FLOW RW =L CL FANC�.IT FIrXTUR DRAIN CUTLET `'ENT IN WALL i FIXTURE DRAIN LENGTH PER TABLE 31QS CONNECT VENT DOWNSTREAM F R.Z;#A F rX TUBE CfWN Island Fixture Plumbing Vent ISLAND LOOP VENT (5) (6) (1) (2) (3) (4) 1" NOSING STAIR TO LAND STAIR @ FLOOR 111 (2) SCALE=1"=1'r0" KEYNOTES: DOUBLE JOIST OR HEADER PLYWD SUBFLOOR OR EQUAL APPROVED METAL HANGERS 3/4" PLYWD THREADS & RISERS OREQUAL 5/8" TYPE 'X' GYPBD, WHERE UNDERSIDE OF STAIR IS ACCESSIBLE, TYPICAL 4A2 STRINGER AT 12" O.C. SCALE=1"=1'-0" KEYNOTES - 1. DOUBLE JOIST OR HEADER 2. PLYWD SUBFLOOR OR EQUAL 3. APPROVED METAL HANGERS 4. 3/4" PLYWD THREADS & RISERS OREQUAL 5. 5/8" TYPE 'X' GYPBD, WHERE UNDERSIDE OF STAIR IS ACCESSIBLE, TYPICAL 6. &12 STRINGER AT 12" O.C. SCALE=NTS KEYNOTES: I. 3/4"PLYWD PRESSURE TREATED TREADS & RISERS OR EQUAL 4X12 STRINGER AT 12" O.C. 2X6 P.TD.F. THRUST PLATE ATTACH TO CONCRETE SLAB CONCRETE SLAB ON GRADE Geurse Conceptual Desi8ns, Inc. 405 bayswater ave. Burlingame, california 94010 tel:650.703.6197 email: jgeurse@gmail.com SIGNATURE BOX: NAMEJESSE GEURSE CITY OF BURLINGAMEBUSINESS NO.22811, EXPIRATION DATE 06, 4 • i BURLINGAME C A L I F U R N 1 n /A DESIGNS, INC. U 7-12-2023 JFG PLANNING SUBMISSION-PC-1 5-9-2023 JFG PLANNING SUBMISSION-PC-0 NO. DATE BY DESCRIPTION CONST. REVISIONS IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE. TFIEM WITH TFIE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES, ERRORS, OMMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE DESIGNER. PROJECT NAME NEW TWO STORY RESIDENCE MR + MRS. JULAPALLI 1312 MILLS AVENUE BURLINGAME, CALIFORNIA 94010 DATE 2302 JOB NO. DRAWN JFG BY. REVIEWED JFG BY DRAWING TITLE DETAILS ENGINEER I DRAWINGNO. AART ASSINK 1.1-IOUR RATED WALL SCALE=1"=1` 0" IOR STAIRCASE HANDRAIL SCALE=1"=1'-0" STAIR TO CONCRETE SLAB SCALE=1"=1` 0" SCALE AS SHOWN RELEASED TO CONSTRUCTION ADA a WINDOW TYP. PER PLANS AND C a m a 4 zi I a SPECIFICATIONS. INSTALLPER WINDOW TYP. PER PLANS AND eurse Conceptual Desi8ns, Inc. a MANIAC. INTERIOR FINISH SPECIFICATIONS. 2" J 2" - - - - - a BRICK VENEER RECOMMENDATIONS. INSTALL PER MANIAC. MIN MIN a o o I INSTALL PER MANUFACTURERS COPPER DRIP SILL PIECE I RECCMMEMDATIONS. 405 Bayswater ave. LAP a a RECOMMENDATIONS AND PER B o SECTION 703.12 CRC AND FLASHING FLASHING. PAINT TO I Burlingame, California 94010 I TO COMPLY TO R70312.2 MATCH TRIM. tel: 650.703.6197 MOLDING, MITERED SILL PIECE eanail: i eurse@gmail.com ALL CORNERS. el=� CONCRETE FOOTING PER PLAN v I SIGNATURE BOX: 4 ALUMINUM DRIP ER NAME JESSE GEURSE A I 3/4"X5-1/2" FLASHING. PAINT TO , z] a � a 2X SILL INTERIOR HEADER MATCH TRIM. 2X SILL CITY OF BURLINGAME BUSINESS LIC E : GE CO C AL DESIGNS, INC. NO: 22811, EXPIRATION DATE 06/30/ 023 STARTING AT THE BOTTOM OF THE WALL (SOLE PLATE), LAY WATER-RESISTANT PAPER UNDER THE SILL STRIP. CUTANY EXCESS a a WEEP SCREED 2 6 I 2X WALL ALUMINUM DRIP CASING MOLDING I WATER-RESISTANT PAPER THAT MAY EXTEND ABOVE THE SILL FLANGE ON a FLASHING. PAINT TO I INTEGRAL WINDOW M APRON EACH SIDE OPINE OPENING. (SHOWN IN DIAGRAM AS SHORT DASH LINES.) a MATCH ROOFING IN TRIM I 2X WALL INSTALL SUCCEEDING COURSES OF WATER-RESISTANT PAPER (B,C, eta) OVER JAMB AND HEAD FLANGES IN SINGLE -BOARD FASHION. a a COLOR / FACTORY JAMB EXTENSION. (STEP 4) a WINDOW TYP. PER PLANS INTERIOR FINISH c' ,I / AND SPECIFICATIONS. FINISH GRADE / / /u INSTALL PER MANIAC. RECCMMEMDATIONS.LL LINE WIRE, WHEN USEDAS BACKINGTO SUPPORT WATER-RESISTANT III III —III —III BUILDING PAPER OR FELT BENEATH LATH FOR STUCCO SHOULD BE 2X ROOF RAFTERS INSTALLEDACCORDING TO INDUSTRY STANDARDS AND PRACTICE NO PRE HERALF LASHINGSHOULDCOVEROR ATTACHMEFLASHI FLASHING PENETRATE FLASHINGMATERIAL. PERIPHERALFLASHINGATALLEDGESOF MATERIAL. EXTERIOR BASE TERMINATION. TYP. WINDOW SILL TO ROOF WINDOW I�EAD WINDOW SILL WALL OPENINGS MUST COVER WIRE BACKING. f �`' SCALE=3"=1'-0" SCALE=3"=1'-0" SCALE=3"=1'�0" SCALE=3"=1'-0" INTERIOR FINISH WEATHER - RESISITIVE BARRIER 2X WALL METAL LATH 3/4" X 3/4" BASE CAP MOLDING. SCRATCH COAT (E) INTERIOR FINISH FACTORY JAMB INTERIOR FINISH EXTENSION. MORTAR SETTING BED 3/4" X 5-1/2" BASE BOARD vo SILL H PER B U R L I N G A M E v BRICK VENEER 2X WALL FRAMING 2 2 P I C A L I� U R N IA I APPLY A BEAD OF CAULKING TO THE BACK SURFACES OF THE WINDOW, THEN PLACE THE WINDOW INTO THE ROUGH OPENING, WITH FLANGES MORTAR JOINT ° MOLDING ALUMINUMDRIP �1 , o OVER THE INSTALLED FLASHING MATERIAL. AFTER WINDOW IS PLACED, ° FLASHING. PAINT TO • INSTALL TFIE HEAD FLASHING OVER THE WINDOW FLANGE THIS IS WINDOW MATCH TRIM • ANOTHER STRIP OF FLASHING MATERIAL AT LEAST 9" WIDE ° — • INSULATION (WHERE OCCURS) 2X FLOOR JOIST PER PLANS (STEP 3) 1"X2-1/4" WINDOW TRIM SILL RAL NOTES: WINDOWTRIM SECTION 1402.2 OF THE UNIFORM BUILDING CODE STATES, "EXTERIOR STUD WALL OPENINGS EXPOSED TO THE WEATHER SHALL BE FLASHED IN SUCH A WINDOW TYP. PER PLANS AND MANNER AS TO MAKE WATERPROOF." THE FOLLOWING PROCEEDURE IS SPECIFICATIONS. RECOMMENDED TO ACHIEVE THIS INTENT IN THE FLASHING OF INSTALL PER MANIAC. RECCOMENDATIONS. PENETRATIONS TO INCLUDE, BUT NOT LIMITED TO, WINDOWS, DOORS, VENTS, ETC. PENETRATIBARRIERCOAMREINFORCED AL LASHING MA EORFLASHINGSHALLBE BARRIER COATED REINFORCED FLASHING MATERIAL AND SHALL PROVIDE FOR 4-HOUR MINIMUM PROTECTION FROM WATER PENETRATION WHEN 25 STONE VENEER AT WALL 21 BASEBOARD 17 '�j DOOR HEAD SCALE=3 =1'-0" `�' SCALE=3 =1'-0" TESTED INACCORDANCEWITHASTMD779. FLASHING MATERIAL SHALL SCALE=3 =1'r0" SCALE=3 =1'-0" CARRYCONIINUOUSIDENTIHCATION. SEALANT SHALL BEBUTYLTO COMPLY WITH FED. SPEC. TT-S-1657. MOLDING. - - WEATHER-RESISITIVE BARRIER MOLDING SHEATHING SILL SILL FACTORY TONE VENEER BEYOND INTERIOR FINISH SHIM SPACE - - - - STUCCO /V��LJ W I m PER JAMB PLANS AND r • , < • . , : , :. :: '...::::: `<:; - - - - SEALANT EXTENSION. SPECIFICATIONS. . .:: 0 INSTALL PER MANIAC. 0 CONSTRUCTION ADHESIVE 2 2 RECCOM vfDATIONS. 0 2" a a METAL FLASHING (GALVANIZED a SILL PIECE 2X WALL FRAMING 2 2 0 - - - MIN.- RIGHTANGLE MORTAR DOORFRAME LAP_ _ _ _ a a SLOPE TO DRAIN MOLDING 0 CONCRETE SILL WINDOW — - - - - - - - INSULATION (STUD WALL) / / / / / / SILL SILL / / / / STUCCO TO MATCH EXISTING AFTER SILL STRIP IS IN PLACE, ATTACH JAMB STRIPS (SIDE OF OPENING) AT METAL LATH / / / INTERIOR FINISH INTEGRAL WINDOW TRIM—) LEAST9"WIDE WITH INSIDE EDGE OFFLASHING MATERIAL EVEN WITH EDGE OF WINDOW OPENING. START JAMB STRIPS 2" BELOW THE SILL STRIPSTONE 2X WALL Q AND EXTENDJAMBSTRIPS 4"ABOVETFIELOWEREDGEOFTFIEHEADER \ MORTAR SETTING BED WINDOW TYPE PER PLANS / / IOC (TOP OF THE WINDOW OPENING). SPECIFICATIONS. / I / STONE' / MORTORWIT APPROVED INSTALL PER MANIAC. RECCMM vfDATIONS. / ' / WIRE ANCHORING. (STEP 2) ° - BRICK VENEER 4 a V^ENEER OVER OPEN STUD F�. NTER. WINDOW JAMB STONE AT SILL D LAMB 7-12-2023 JFG PLANNING SUBMISSION-PC-1 5-9-2023 JFG PLANNING SUBMISSION-PC-0 24 2� 16 12 SCALE-3 -1-0 SCALE-3 -1-0 SCALE-3 -1 �0 SCALE=3"=1'-W NO. DATE BY DESCRIPTION CONST. HEADER -- -- REVISIONS IOW SMOOTH WOOD - - - - PANEL SIDING IT IS THE RESPONSIBILITY OF THE: ROUGH CONTRACTOR TO VERIFY ALL - - - _ — OPENING COPPER DRIP FIELD CONDITIONS AND COMPARE T -lEM WITH THE CONSTRUCTION O � I FLASHING. PAINT TO I DOCUMENTS BEFORE COMMENCING ACTIVITIES, ERRORS, IONS SILL. 2X CLG. JST -1 GYP BD MATCH TRIM. NSISTEMMIS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE DESIGNER. I PROJECT NAME - - - - - - - 2X SILL NEW TWO STORY RESIDENCE _ DECORATIVE CROWN 2 4 2X I WALL FOR 11"LAP SEE MOLDING. PAINT GRADE MR + MRS. JULAPALLI MIN. NOTES SIZE: ALUMINUM DRIP 1312 MILLS AVENUE ITEM NO.: ? FLASHING.PAINTTO BURLINGAME, CALIFORNIA 94010 TCH ROOFING IN ATTACH A SILL STRIP OF FLASHING MATERIAL AT LEAST 9" WIDE WITH THE COLOR DRAWING TITLE TOP EDGE EVEN WITH THE TOP EDGE OF THE ROUGH SILL. EXTEND THIS SILL STRIPATLEAST II'BEYONDTHEEDGEOFTHEROUGHOPENING FOR DETAILS WINDOW. ATTACH FLASHING MATERIAL WITH GALVANIZED ROOFING �SOFFII NAILS OR RUST -RESISTANT STAPLES. �/ / DATE ENGINEER DRAWING NO. (STEP 1) 2302 AART ASSINK SCALE ASSHOWN 2X ROOF RAFTERS JOB NO. AD.2 I NOTUSED CROV'�TN MOLDING WATER TABLE ROOF TO WALL DOOR SILL DRAWN JFG BY. RELEASEDTO NIATLIZIAL APPL ICATION SCALE=3"=1`�0" SCALE=3'-1-0 19 _ ,_ SCALE-3'-1 �0 15 SCALE-3'-1 �0 11 SCALE=3"=1`�0" REVIEWED CONSTRUCTION BY: JFG l'-0" GABLE ROOF PER MATERIAL ROOF PLAN. ALUM. CONT.DRIP . GCUYSC Conceptual DCS1811S, I11C. 405 bayswater ave. T&G S114ATHING AT EXPOSED GABLE END Burlingame, california 94010 tel:650.703.6197 �21 . email: jgeurse@gmail.com SIGNATURE BOX: NAMEJESSE GEURSE CTTY OF BURLINGAMEBUSINESS LIC E : GE CO C AL DESIGNS, INC. 4X6 CORBEL NO: 22811, EXPIRATION DATE OG/30/ 024 $" SMOOTH CEMENT PLASTER FINISH (3 COAT SYSTEM) O/ LATH O/ 2 LAYERSOFGRADE'D"BUILDING PAPER OR TYVEX WRAP O/PLYWOOD I B U R LI 1`I G A M E A Z N CEDAR 2X6 TOP RAIL 11 n' • PRIME AND PAINT CEDA• PRIME A D PAINT RAIL PRIME AND PAINT CABLE STAY SYSTEM AT 4" O.C. MAX TYPICAL GABLE DETAIL + KNEE 29 BRACE SCALE=3"=1'-0" CEDAR 2X2 CROSS GUARD. PRIME AND PAINT CEDAR 4X4 POST. PRIME AND PAINT / POST CONNECTION O z ROOFING PER PLAN CEDAR 2X4 GUIDE RAIL. PRIME AND PAINT 4X4 POST (1) 2" DIA. VENTILATION HOLES W/ SCREEN TYPICAL AT ALL / BLOCKING BETWEEN RAFTERS. TYPICAL AT OPPOSITE SIDE FOR / SP IN 0 p / — SEE DETAIL F, SHEET SD.3 FOR POST BASE CONNECTION I \ REQUIRED CROSS AIR VENTILATION. IF SPRAY FOAM INSUL NOT USED / 0 / I p I 4X SOLID BLOCKING AT POST 1/4" PER FOOT SLOPE 0 ALUMINUM FLASHING WITH DRIP _ I 1X4 TRIM. PRIME AND PAINT --RIPPED 2 X12 ROOF RAPIERS. SEE FRAMING PLAN. 1X6 TAG PAINT GRADE � / 0 1" WIDE CONT. / 2 CEILING JOIST WHERE OCCURS. 6-26-2023 JIG PLANNING COMMENTS-PC-4 SCREEN VENT. TYP. 2X10 TRIM. PRIMEAND PAINT / INSULATION PER TITLE 24 1X10 SIDING STOP / 5-2-2023 JIG PLANNING COMMENTS-PC-2 (2)1- 1/2" DIA. VENTILATION 4-14-2023 JIG PLANNING COMMENTS—PC-1 HOLES W/ SCREEN TYPICAL AT ALL BLOCKING BETWEEN / 2-13-2023 JIG PLANNING DESIGN REVIEW SUBMISSION 12-1-2022 JFG SCHEME-1 RAFTERS. TYPICAL AT OPPOSITE SIDE FOR / NO. DATE BY DESCRIPTION CONST. REVISIONS REQUIRED CROSS AIR VENTILATION. CONTRACTOR TO ENGAGE WATER PROOFING COMPANY SUCH AS OR GALV. DRIP EQUAL FOR DECK SURFACING: PROVIDE 1-1/2" CONT.RENAISSANCE VENTILATION GAP. I STONE CARE � WATERPROOFING 677 KINGS ROW O.G. GUTTER TT IS TI—E RESPONSIBILITY OF T—>E CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION H O SAN JOSE CA 95112 DOCUMENTS BEFORE COMMENCING RIPPED 2X4 STOP. SLOPE FOR POSTTVE DRAINAGE. PRIME AND PAINT PHONE 408-998-4700, 415-775-3211 OR 831-625-9704 FAX 408-998-4730 INFO@RSCWP.COM 7" 8 SMOOTH CEMENT STER FINISH 2X6 FACIA BOARD (LAYERS SY T M) E ' BUILDING PAPER OR WRAP O/PLYw0 1-1/2" RAFTER TIP ACTIVITIES, ERRORS, OMMISSIONS OR ANY INCONSISTENCIES DISCOVERED OTHER —[ALL IMMEDIATELY BE REPORTED TO THE DESIGNER PROJECT NAME NEW TWO STORY RESIDENCE MR. + MRS. FENG EXPOSURE AT 32" oc. 1116 BERNAL AVENUE BURLINGAME, CALIFORNIA 94010 DRAWING TITLE DETAILS 1'-0" SAVE O/HANG DATE ENGINEER DRAWING NO. 2222 AART ASSINK SCALE AS SHOWN JOBNO. AD.5 BALCONY GUARDRAIL 28 TYPICAL EAVE DETAIL DRAWN JFG EWED BY.. JFG coNSTRucTION CONST UCO _ _ SCALE=3 =1-0 SCALE=3"=1'-0 4"x4" PT. RWD POSTS (8' O.C. MAX) Tx4" RWD TOP / BOTTOM RAILS 1"x8" RWD PANELS W/ TOP / BOTTOM TRIM LANDSCAPE KEYNOTES 1. EXISITNG CITY STREET TREE TO REMAIN. kn 12" 1-WOOD FENCE NOTE STAIN NATURAL 1 IIII Ili IIIIII�IIII III=I1IIIl 2"x12" PT. RWD KICKBOARD FINISH GRADE 12" DIA. CONC. PIERS, 30" DEEP (TYP.) SCALE NTS CONCRETE UNIT PAVERS SAND JOINTS a 2" LAYER COMPACTED SAND BASE c' 8" LAYER COMPACTED BASEROCK 00 GEOTEXTILE FABRIC COMPACTED (E) SUBGRADE 2-VEHICULAR UNIT PAVERS SCALE NTS 3- TREE PLANTING SCALE NTS TREE PROTECTION DURING CONSTRUCTION CHAIN-LJNK FENCE OR ORANGE MASTIC FENCE FASTENED TO STEEL STAKES/POSTS DWAN SECUREIY INTO THE GROUND. DEVELOPER SWYA AVOID CRZ WNEN DRMNG STAKES/POSTS *CRITICAL ROOT ZONE a (CRZ) I da o I �Q 3 FEET I I EXISTING d I SIGNIFICANT TREE I I NASTALL AT UXAT04 AS PLANS 3 INCHES OF COMPOSTED WOODCHIPS REQUIRED WITHN THE CRZ. FENCING, 3—FEET TREE PROTECnON AREA OUTSIDE OF THE CRZ ENTRANCE PROHIBITED REPORT VIOLATIONS TO Cm OF KENMORE AT 425-398-0900. • THE CRITICAL ROOT ZONE (CRZ) IS THE AREA WHERE THE TREE'S ESSENTIAL MASS OF ROOTS IS LOCATED. THE AREA SURROUNDING THE TREE AT A DISTANCE WHICH IS EOUAL TO ONE FOOT FOR EVERY INCH OF TRUNK DIAMETER AT BREAST HE)GH, (DOH) OR 'HE AREA OF A CIRCLE WITH RADIUS EXTENDING FROM A TREES TRUNK TO A POINT NO LESS a. y GROUND COVED30 � v t4 t� 4 6 PATIO • I • 4\� Q • - i i i • 11�0 JULAPALLI RESIDENCE �IOIj I I I I S• (N) DRIVEWAY APPROACH I CL • b� .l ++++++++++++++++++++ ++++++++++++++++++++++++++++++++++++++++ +++++++++++++++++++ • - .l� + + + + + + +++++++++++ ++ �� +:+:+:+ + ++.�+�+�+�+�+�+ d� +++ + ++++++++ WALKWAY RM ++++++ + +++++++ ++++++++...1............ ii ++++X+A�++++++++++++++++++.+�F+ . �1 f . �1K. :+:+:+:�:��+ ++++:+:+:+:/: + ++++++++ � • 1 ++++++ +++++ +++++++ +;+:+;+:+++++++++++++++++++++++++++++++++++++% 1 ` �4+++++++ + ++++++++-++++++++ +++++ Cone &dew I LAWN i I \ C. Curb/Gn,�er 6 6 1 1 4- TREE PROTECTION DETAIL SCALE: MS LANDSCAPE / HARDSCAPE PLAN 3 2. VEGETATION PER LEGEND. TYP. 3. TREE PER LEGEND. TYP. 4. GROUND COVER PER LEGEND. 5. SCREENING TREES 6. PROTECT ALL EXISTING TREE PER DETAIL 4 THIS SHEET. PROTECTION FENCING SHALL BE INSTALLED PRIOR TO BEGINNING OF CONSTRUCTION. NEIGHBORING TREES WHOSE DRIP LINE EXTENDS INTO THE PROJECT AREA MUST HAVE PROTECTION TO THE DRIPLINE OR WHERE PRACTICAL TREE PROTECTION ZONES PREVENT SOIL DISTURBANCE OR STORING OF EQUIPMENT OR MATERIALS WITHIN THE AREA. TYPICAL ALL ONSITE TREES. 7. EXISTING REDWOOD TREE TO REMAIN. SYMBOL COMMON NAME SIZE RED MAPLE TREE 24 MIN. BOX 111 SINGLE STEM, UPRIGHT, S. TREE, CER AND RUBRUM,MIN. 24" BOX SIZE TREES 15'-0" IN HGT. 9 • CYPRESS SCREEN TREES 15 GALLON 4 i NOT USED / \ 1 EXISTING CITY STREET EXISTING TREE ROYAL PURPLE SMOKE BUSH 1 GALLON CREPE MYRTLE 1 LAGERSTROEMIA 24" BOX INDICA ® FRENCH LAVENDER 1 GALLON CALIFORNIA LILAC 1 GALLON JAPANESE BOX WOOD 1 GALLON CONCRETE OR STONE PAVING SYSTEM ++++++++++++++++++ +++++++++++++++++++ ++++++++++++++++++ +++++++++++++++++++ ++++++++++++++++++ +++++++++++++++++++ +++++++++++++++++++++++++++++++++++++ ZOSIYA GRASS ++++++++++++++++++ +++ ++++++++++++++++++++++++++++++++++ +++++++++++++++++++ ++++++++++++++++++++ CRUSHED GRANITE ROCK LANDSCAPE NOTE Geurse Conceptual DCS1$11S, Inc. SIGNATURE BOX NAME: JESSE GEURSE CITY OF BURLINGAME BUSINESS NCa 22811, EXPIRATION DATE 06, SOD - 0 1/4" TO 1/2" 0 0 0 0 RETAIN EXISTING VEGETATION AS PRACTICABLE SELECT DIVERSE SPECIES APPROPRIATE TO THE SITE INCLUDE PLANTS THAT ARE PEST -AND/OR DISEASE -RESISTANT, DROUGHT -TOLERANT, AND / OR ATTRACT BENEFICIAL INSECTS. MINIMIZE USE OF PESTICIDES AND QUICK -RELEASE FERTILIZERS. USE EFFICIENT IRRIGATION SYSTEM. DESIGN TO MINIMIZE RUNOFF. PARKS GENERAL NOTE NOTE EXISTING STREET TREES MAY NOT BE CUT, TRIMMED OR REMOVED WITHOUT PERMIT FROM THE PARKS DEPARTMENT. (558-7330) NOTE NO EXISTING TREE OVER 48 "IN CIRCUMFERENCE AT 54" FROM BASE OF THE TREE MAY BE REMOVED WITHOUT A PROTECTED TREE PERMIT FROM THE PARKS DIVISION. (558-7330) NOTE CONTRACTOR TO PROTECT STREET TREES DURING CONSTRUCTION. NOTE NO PROTECTED OR CITY TREE MAY BE REMOVED WITHOUT PERMIT NOTE - CONTACT PARKS DIVISION FOR LIST OF APPROVED TREES IN PLANTER STRIP. SCALE 1/8"=1'-0" 405 bayswater ave. Burlingame, california 94010 tel: 650.703.6197 e:mail: j6eurse06mail.com � GITY BURLINGAME 7-12-2023 JFG PLANNING SUBMISSION-PC-1 5-9-2023 JFG PLANNING SUBMISSION-PGO NO. DATE BY DESCRIPTION CONST. REVISIONS IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES, ERRORS, OMMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE DESIGNER PROJECT NAME NEW TWO STORY RESIDENCE MR. + MRS. JULAPALLI 1512 MILLS AVENUE BURLINGAME, CALIFORNIA 94010 DRAWING TITLE LANDSCAPE PLAN DATE ENGINEER DRAWING NO. 2302 AART ASSINK JOB NO. DRAWN JFG BY: REVIEWED BY: JFG SCALE AS SHOWN RELEASED TO CONSTRUCTION L.1