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HomeMy WebLinkAboutPLANS - PC - 2023.06.12 - 8A, 1528 BERNAL AVENUE 171 IEQ T 1528 BERNAL AVE., BURLINGAME,CA AsPoNs:026-033-190 DESIGN DATA PROJECT DATA SHEET INDEX PROJECT DIRECTORY 2022 CALIFORNIA BUILDING CODE 2022 CALIFORNIA MECHANICAL CODE 1 SITE ADDRESS: 1520 BERNAL AVE. BURLINGAME, CA 94010 ARCHITECTURAL PROPERTY OWNER: 2022 CALIFORNIA PLUMBING CODE 2. APN: 02G-033-100 A.1 COVER SHEET 1520 BERNAL AVE. LLC 2022 CALIFORNIA ELECTRICAL CODE 3. TYPE OF CONSTRUCTION FOR: Al SITE DEMOLITION PLAN MANAGER: RICH 5ARGENT 2022 CALIFORNIA ENERGY CODE DWELLING AND GARAGE: TYPE V-N A.2.1 SITE DEVELOPMENT PLAN 1534 PLAZA LANE, #132 2022 CALIFORNIA RESIDENTIAL CODE OCCUPANCY GROUP FOR [DWELLING: R-3 A.3 PROPOSED FIRST & SECOND FLOOR PLAN BURLINGAME, CA 94010 ALL OTHER STATE AND LOCAL ORDINANCES AND REGULATIONS OCCUPANCY GROUP FOR GARAGE: U A.3.1 SCHEDULE OF DOORS AND WINDOWS TEL: (650) 344-9100 ALL STRUCTURAL DESIGN DATA 45 PER CBC SECTION 1603 4, SITE AREA: (0,000,00 5F A.4 ELEVATIONS ALL CONSTRUCTION A5 PER CBC TABLE G01. TYPE V. 5. MAX. COVERED FLOOR AREA ALLOWED: 3,420.00 5F A-5 ELEVATIONS A.G ADU / GARAGE FLOOR PLAN, ELEVATIONS AND SECTION ARCHITECTURAL. - ADOPTION OF THE 2022 EDITION OF THE CALIFORNIA STATE BUILDING CODES, TITLE 24, CALIFORNIA CODE OF REGULATIONS WAS MANDATED BY AB 4GIG AND SB 2511, EFFECTIVE (32io + 1,100 + 400 5F FOR GARAGE) G. MAX. LOT COVERAGE ALLOWED (40%): 2,400.00 5F A.1 MAIN HOUSE BUILDING SECTIONS JAME5 CHU JANUARY 1, 2022. THE FOLLOWING LOCAL AMENDMENTS TO THE CALIFORNIA STATE BUILDING A.0 AREA CALC5. (PLANNER SET ONLY) CHU DESIGN ASSOCIATES INC. 210 INDUSTRIAL RD., SUITE 205 CODES WERE FILED WITH THE OFFICE OF HOUSING AND COMMUNITY DEVELOPMENT. 1. EXISTING STRUCTURE TO BE REMOVED N.1 CONSTRUCTION BMP ENTIRE RESIDENCE, CRAWL SPACE AND ATTIC SHALL BE PROTECTED BY AUTOMATIC (E) RESIDENCE 4 GARAGE ±2,000.00 5F CG GREEN BUILDING MEASURE CHECK LIST 5AN CARLO5, CA 94070 TEL. (650) 345-920(o, EXT. 1001 FIRE -EXTINGUISHING SYSTEM NFPA 13-D STANDARD- 8, PROPOSED FLOOR AREA: I FAX: (650) 345-9207 (N) PROPOSED FIRST FLOOR 1549.50 SF L,4ND5GAFE EMAIL: Jamesochudesign.ccm GENERAL NOTES: (N) PROPOSED SECOND FLOOR I. ALL DETAILS, MATERIALS, FINISHES AND ASSEMBLIES ARE NOT NECESSARILY SHOWN. THESE FINAL FINISH DETAILS INCLUDING CASEWORK AND MATERIAL SELECTIONS WILL BE COORDINATED BY THE OWNER. (N) FRONT PORCH Igg.75 5F - 200 SF 0 5F L.1 LANDSCAPE PLAN CIVIL 5URVE*': 3,020.00 SF (N) TOTAL LIVING FLOOR AREA gl�=2525F 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE UNIFORM BUILDING CODE, APPLICABLE EDITION, CIVIL QUIET RIVER LAND SERVICES, INC. AND ALL OTHER PERTINENT CODES, LAWS AND REQUIREMENTS OF THE LOCAL BUILDING OFFICIALS, WHETHER OR NOT SPECIFICALLY SHOWN ON THESE DOCUMENTS. THESE DOCUMENTS ARE NOT INTENDED TO (N) GARAGE (N) ADU - 321.00 SF NOT INCLUDED 0 5F 5U.1 BOUNDARY 4 TOPOGRAPHIC SURVEY Gl4l SIERRA COURT, SUITE K DUBLIN, CA 94568 SHOW EVERY DETAIL OR CONDITION. MANY DETAILS IN RESIDENTIAL CONSTRUCTION ARE BUILT ACCORDING TEL: (925) 734-6700 (N) TOTAL FLOOR AREA 3,2G9.00 5F 31272,00 5F TO PROFESSIONAL CONSTRUCTION PRACTICES, AND ARE THEREFORE NOT DETAILED IN THESE DOCUMENTS. (N) FLOOR AREA RATIO: CONTACT CHU DESIGN AND ENGINEERING INC. IF CONDITIONS OR OTHER CIRCUMSTANCES REQUIRE CHANGES IN THE WORK SHOWN, OR REQUIRE CLARIFICATION. ALL WORK SHALL BE [DONE IN A HIGH QUALITY MANNER, g LOT COVERED AREA: ACCORDING TO THE PREVAILING STANDARDS OF THE INDUSTRY FOR EACH TRADE. I (N) FIRST FLOOR 1,540 3. THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, SUPERVISION AND CLEAN-UP TO (N) GARAGE ACCOMPLISH ALL OF THE WORK SHOWN, INCLUDING ALL WARRANTIES AND INSTRUCTIONS, TO PROVIDE A (N) FRONT PORCH 199.�5 5F COMPLETE WORKING INSTALLATION, AND TO LEAVE THE OWNER WITH AN APPROVED PRODUCT. (N) ADU - 321.00 5F NOT INCLUDED 4. CONTRACTOR SHALL ASSUME COMPLETE AND SOLE RESPONSIBILITY FOR MEANS AND METHODS OF (N) CANTILEVER I 24.00 SF (N) COVERED PATIO (IN ADU) 15 CONSTRUCTION, AND FOR ALL SAFETY MEASURES TO PROTECT ALL PROPERTY, PERSONNEL AND THIRD PARTIES FROM DAMAGE OR INJURY. THIS RESPONSIBILITY SHALL BE CONTINUOUS AND NOT SOLELY DURING (N) TOTAL FLOOR AREA 21�525 SF <2,400.00 SF WORKING HOURS. CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD HARMLESS CHU DESIGN ASSOCIATES (N) LOT COVERAGE RATIO: INC. AND RELATED ENGINEERS FROM ANY CLAIMS OF LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF HIS WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF CHU DESIGN ASSOCIATES INC. AND RELATED ENGINEERS. 5, THESE DOCUMENTS DO NOT CONTAIN PROVISIONS FOR THE HANDLING OR REMOVAL OF ANY HAZARDOUS MATERIALS. SHOULD ANY SUCH MATERIALS BE SUSPECTED OR ENCOUNTERED, SPECIALISTS SHALL BE N 0 T E S CALLED IN TO MAKE RECOMMENDATIONS. ILLUMINATED STREET ADDRE55 G. PROVIDE ALL MANDATORY FEATURES REQUIRED BY THE T-24 ENERGY CODE, INCLUDING 1, PROVIDE AN ILLUMINATED STREET ADDRESS AT THE ENTRY DOOR PER CITY WEATHER-STRIPPING, BUILDING INSULATION, PIPE INSULATION, LIGHTING AND APPLIANCE MEASURES, AND OTHER FEATURES REQUIRED BY TITLE 24 OR OTHER STATE, FEDERAL OF LOCAL CODES, ORDINANCE. APPROVED NUMBERS OR ADDRE55E5 SHALL BE PLACED IN SUCH A P051TION N 0 T E S CONSTRUCTION S C H E D U L E AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE 7, NO PERSON SHALL ERECT (INCLUDING EXCAVATION AND GRADING), DEMOLISH, ALTER OR REPAIR ANY BUILDING OR STRUCTURE OTHER THAN BETWEEN THE HOURS PERMITTED BY THE LOCAL JURISDICTION. PROPERTY.5A11D NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND, AND SHALL BE A MINIMUM OF 1/2 INCH STROKE BY 2-1/2 INCHES HIGH, SHALL BE EITHER INTERNALLY OR I. ALL FINAL PLANS (I.E. THAT ARE TO BE RELEASED POP, CONSTRUCTION) MUST BEAR THE I. NO PERSON SHALL ERECT (INCLUDING EXCAVATION AND GRADING) DEMOLISH ALTER OR EXTERNALLY ILLUMINATED. THE POWER OF SUCH ILLUMINATION SHALL NOT BE NORMALLY ENGINEER'S SEAL OR WET STAMP AS WELL AS THE WET SIGNATURE AND EXPIRATION DATE OF REPAIR ANY BUILDING OR STRUCTURE OTHER THAN BETWEEN THE FOLLOWING HOURS 8, ANY HIDDEN CONDITIONS THAT REQUIRE WORK TO BE PERFORMED BEYOND THE SCOPE OF THE SWITCHABLE. THE REGISTRATION AND THE DATE THAT PLANS WERE SIGNED. IF THE STRUCTURAL ELEMENTS EXCEPT IN THE CASE OF URGENT NECESSITY IN THE INTEREST OF PUBLIC HEALTH AND BUILDING PERMIT ISSUED FOR THESE PLANS MAY REQUIRE FURTHER CITY APPROVALS INCLUDING REVIEW ARE SHOWN ON THE ARCHITECTURAL PLANS, THE ENGINEER SHOULD MAKE IT CLEAR ON ALL SAFETY, AND THEN ONLY WITH PRIOR WRITTEN APPROVAL FROM THE BUILDING OFFICIAL, BY THE PLANNING COMMISION. 2, EXTERIOR LIGHTING ON ALL RESIDENTIAL PROPERTIES SHALL BE DESIGNED AND DOCUMENTS THAT HIS OR HER RESPONSIBILITY IS LIMITED TO STRUCTURAL PORTIONS ONLY. WHICH APPROVAL SHALL BE GRANTED FOR A PERIOD NOT TO EXCEED THREE DAYS, LOCATED SO THAT THE CONE OF LIGHT AND/ OR GLARE FROM THE LIGHTING ELEMENT IS WHEN STRUCTURAL CALCULATIONS AND SPECIFICATIONS OR OTHER REPORTS ARE HOLIDAYS ARE THE FIRST DAY OF JANUARY THE THIRD MONDAY OF FEBRUARY THE LAST 9, PLUMBING CONTRACTOR WILL PROVIDE A SINGLE LINE DIAGRAM ON TIME OF INSPECTION AND ANY KEPT ENTIRELY ON THE PROPERTY OR BELOW THE TOP OF ANY PENCE, EDGE OR WALL. CITY SUBMITTED, AT A MINIMUM, THE ENGINEER'S ''WET' STAMP, SIGNATURE, REGISTRATION NUMBER, MONDAY OF MAY, THE FOURTH DAY OF JULY THE FIRST MONDAY OF 5EPTEM5ER, THE INSTALLATION PRIOR TO PLAN CHECK AND APPROVAL IS AT CONTRACTOR'S RISK. OF BURLINGAME MUNICIPAL CODE 18.1G.030. EXPIRATION DATE OF THE CERTIFICATE AND THE DATE OF SIGNING AND SEALING OR ELEVENTH DAY OF NOVEMBER, THE FOURTH THURSDAY IN NOVEMBER AND THE TWENTY 10. FIRE SPRINKLERS SHALL INSTALLED AND SHOP DRAWINGS SHALL BE APPROVED BY THE FIRE STAMPING IS REQUIRED ON THE FIRST SHEET (COVER SHEET). FIFTH DAY OF DECEMBER. IF THE FIRST DAY OF JANUARY, THE FOURTH DAY OF JULY, THE DEPARTMENT PRIOR TO INSTALLATION. 3 ON ALL RESIDENTIAL PROPERTIES EXTERIOR LIGHTING OUTLETS AND FIXTURES SHALL ELEVENTH DAY OF NOVEMBER AND THE TWENTY-FIFTH DAY OF DECEMBER FALLS UPON A NOT BE LOCATED MORE THAN NINE (9) FEET ABOVE ADJACENT GRADE OR REQUIRED 2. 'PRIOR TO PLACEMENT OF FOUNDATION, A LAND SURVEYOR REGISTERED IN THE STATE 5UNDAY THE FOLLOWING MONDAY 15 A HOLIDAY, PROVIDE THE FOLLOWING CONSTRUCTION 11, IF GRADING PERMIT IS REQUIRED, IT SHOULD BE OBTAINED FROM DEPARMENT OF PUBLIC WORKS. LANDING ± WALLS OR PORTIONS OF WALLS SHALL NOT BE FLOOD -LIT ± ONLY SHIELDED OF CALIFORNIA SHALL SUBMIT A LETTER TO THE CITY VERIFYING THE LOCATION OF THE HOURS ON THE PLANS PER CITY OF BURLINGAME MUNICIPAL CODE 18.07.110. LIGHT FIXTURES WHICH FOCUS LIGHT DOWNWARD SHALL BE ALLOWED, EXCEPT FOR BUILDING. THE DISTANCE BETWEEN THE EXTERIOR FINISH OF THE WALL AND THE PROPERTY i. MONDAY THROUGH FRIDAY- OAM TO IPM 12, IF PUBLIC WORKS REQUIRES SIDEWALK REPLACEMENT, POLICY FOR EXPANDING WIDTH OF PLANTER ILLUMINATED STREET NUMBER REQUIRED BY THE FIRE DEPARTMENT. CITY OF BURLINGAME LINE SHALL BE IN ACCORDANCE WITH THE APPROVED PLANS.") ii. 5ATURDAY5: 9AM TO GPM STRIP NEED TO BE IMPLEMENTED AND TREES NEED TO BE ADDED, MUNICIPAL CODE 10.16.030. iii 5UNDAY AND HOLIDAYS: NO WORK - CONSTRUCTION, DEMOLITION, RECYCLING 4 WASTE REDUCTION FORMS WILL NEED TO BE SUBMITTED 4 APPROVED PRIOR TO ISSUANCE OF BUILDING PERMIT PER CITY OF 2, CONSTRUCTION HOURS IN THE CITY PUBLIC RIGHT-OF-WAY ARE LIMITED TO WEEKDAYS BURLINGAME. CONTACT JOE MGCLUSKY OER RECYCLING SPECIALIST e ((050) 550-7273. AND NON -CITY HOLIDAYS BETWEEN 5:00AM TO 5:DOPM. REVISIONS BY PLANNING 04/ 11 /23 Zh PU W � O O CA N O `p V1 O N �o �U a a i=5. 49 U -;! Q U H o o�-? � � o cd o � o•a �-o U V (D Q.On vzJ o W v DATE: JAN. 2023 SCALE: AS NOTED DRAWN: n7T r U JOB: SHEET NO. A. OF SHEETS —E S 5` WOOD E U ILITY E BLOCK BORDER TO BE REMOVED E— N i v)zco I+ O OFF I II 8" 0 O TREE �I II S 55°03'36" E 50.00' 0.2'± WOOD PRIV 5' WIDE ALLEY (7 M 46) D Z = r O rrr F- rrrr 6;ATE TO BE FENCE TO BE m rrr REMOVED REMOVED — E — — E 8"0 55°03'36" E 50.00' TREE 3" _ CONC. TO BE J REMOVED E" II - LEGEND: TREE TO BE REMOVED J D O E� E S 55°03'36" E 50.00' 0 CONC. IL TO BE MOVE PLANTERS TO I I I TR BE REMOVED \ � � I kkJ09D�LAN VA TO BE TO BE _ vED LL T1M91�ED R — IL — I BRICK PLANTER �I TO BE REMOVED II �� II II I II I II II IF - J BRIC PN_IANTER I I To BE MOVED I BRICK WALL TO I _BE REMOVED - I CLEANOUT TO �8 BE PLUGGED WOOD TO BE REMOVED �L�I----L--- II EM TO BE BRICK PORCH REMOVED TO BE REMOVED I II I� III EM TO BE GAS METER TO REMOVED BE REMOVED EXI5TING RESIDENCE STRUCTURE TO BE REMOVED -1 TR i F,ENCE., TO BE PCE'ftVED 6" 0 TREE TREE w Ul N ATE TO BE o EMOVED 0 O 777 I i � I I II I I � �J Ii I zD I ti� `�� II I - --�-- —- To :ED F- II - — �NC—STEP5-T0 PLANTER TO BE BE REMOVED REMOVED III / 1 I II 50.00' (`nN(`DCTC cinr�nini v O BERNALAVENUE �0 L (50' WIDE: RIGHT-0f=-W,4 T ) N SITE DEMOLITION PLAN SCALE: 1/8"=F-0" TO BE ED — — S 55°03'36" E — — BASIS OF BEARINGS S 55°03'36" E 400.00' (I.P.I.P.) CR #3044 REVISIONS BY 04y111/23 OI PU 05/1N/23 0 PU 0524/23 0 PU � O O O 00 L% N L/1 kr) mum Q �o c� ►� U NQ >o c -> a!w an0C ��•� con c> Q 25 25 �:D � y -CIS o o n U _ N O u �,, �• t5 U 3cn (D A oUD 3 cc3 N 0 OU F—� O "C W W I-� Q W V W DATE: JAN. 2023 SCALE: AS NOTED DRAWN: PU JOB: SHEET NO. A.2 OF SHEETS GENERAL NOTES- 1, SEE LANDSCAPE PLAN FOR DETAIL INFORMATION 2, MAXIMUM DRIVEWAY SLOPES SHALL NOT EXCEED FIFTEEN (15) PERCENT AT ANY POINT WITHOUT SPECIAL APPROVAL OF THE DEPARTMENT OF PUBLIC WORKS± SLOPES IN EXCESS OF TWENTY (20) PERCENT SHALL REQUIRE APPROVAL OF THE PLANNING COMMISSION. TRANSITIONAL SLOPES ARE REQUIRED FOR DRIVEWAYS WHICH EXCEED TEN (10) PERCENT MAXIMUM SLOPE. NO TRANSITIONAL SLOPE SHALL EXTEND INTO A REQUIRED PARKING SPACE- 3, TOPOGRAPHY IS PREPARED BY: QUIET RIVER LAND SERVICES, INC. 6141 SIERRA COURT, SUITE K DUBLIN, CA 94568 TEL; (925)134-6188 4. A DEMOLITION PERMIT IS REQUIRED FOR SIDEWALK, SEWER AND WATER REPLACEMENT 5, REQUIRED PROTECTIVE FENCING MUST BE INSTALLED AND INSPECTED PRIOR TO DEMO PERMIT ISSUE. 6. SEWER BACKFLOW PROTECTION CERTIFICATE IS REQUIRED PER ORDINANCE NO,1110. A DRAFT CERTIFICATION SHALL BE SUBMITTED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. 1. THE SURVEYOR RECOMMENDS THE CITY VERIFY THAT THE PERTINENT RESIDENCES WERE USED IN THE CALCULATION. 8. GARAGE FOOTING SHALL NOT EXTEND INTO ONE FOOT SETBACK WITHOUT A LICENCED SURVEY AND FIELD STAKING REVIEWED BY INSPECTOR 9• NEW WATER METER SHALL NOT ON PRIVATE PROPERTY. IT MUCH BE LOCATED ON PUBLIC PROPERTY FOR ACCE55 BY METER READER 10. NEW SEWER LINE WITH CLEANOUT FOR NEW HOUSE. CLEANOUT AT SEWER MAIN LINE TO BE IN PUBLIC EASEMENT FOR CITY ACCESS. 11, CONTRACTOR SHALL ENSURE THE DOUBLE VALE ASSEMBLY FOR FIRE PROTECTION SHALL BE TESTED AND APPROVED BY A SAN MATEO COUNTY ENVIRONMENTAL HEALTH APPROVED CONTRACTOR PRIOR TO SCHEDULING WATER DEPARTMENT FINAL. 12. PROVIDE ADEQUATE FIRE FLOW BASED UPON CONSTRUCTION AND SIZE OF BUILDING, SEE UFC APPENDIX IIIA. MINIMUM 500 GPM REQUIRED. SEE TABLE NO. A -III -A -I. 13, MINIMUM I" WATER METER REQUIRED 14. IF BACKWATER PROTECTION IS REQUIRED, CONTRACTOR SHALL PROVIDE AN ISOMETRIC DIAGRAM OF THE BUILDING SEWER INCLUDING ALL BACKWATER VALVES, RELIEF VALVES, AND ANY SEWER INJECTION SYSTEM DETAILS. CITY OF BURLINGAME MUNICIPAL CODE ORDINANCE 1110. 15, PROVIDE SURVEY STAKES PRIOR TO FOUNDATION INSPECTION TO VERIFY LOT LINES. 16, PROVIDE A PRESSURE ABSORBING DEVICES OR APPROVED MECHANICAL DEVICES ARE REQUIRED ON WATER LINES, LOCATED AS CLOSE AS POSSIBLE TO QUICK ACTING VALVES, THAT WILL ABSORB HIGH PRESSURES RESULTING FROM QUICK CLOSING OF QUICK -ACTING VALVES. CPC 5ECTION609.10 PUBLIC WORK NOTES $ CONDITIONS: I. A REMOVE/REPLACE UTILITIES ENCROACHMENT PERMIT IS REQUIRED: • REPLACE ALL CURB, GUTTER, DRIVEWAY AND SIDEWALK FRONTING SITE. • PLUG ALL EXISTING SANITARY SEWER LATERAL CONNECTIONS AND INSTALL A NEW 6" LATERAL. • ALL WATER LINE CONNECTIONS TO CITYWATER MAINS FOR SERVICES OR FIRE LINE ARE TO BE INSTALLED PER CITY STANDARD PROCEDURES AND SPECIFICATION. • ANY OTHER UNDERGROUND UTILITY WORKS WITHIN CITY'S RIGHT OF WAY. 2. THE SANITARY SEWER LATERAL (BUILDING SEWER) SHALL BE TESTED PER ORDINANCE CODE CHAPTER 1512. TESTING INFORMATION IS AVAILABLE AT THE BUILDING DEPARTMENT COUNTER AN ENCROACHMENT PERMIT IS REQUIRED FROM THE PUBLIC WORKS DEPARTMENT WHENEVER THE CITY'S PORTION OF THE SEWER LATERAL OR CITY CLEANOUT IS TO BE LAID AND/OR CONNECTED TO THE SEWER MAINS- 3. SEWER BACKWATER PROTECTION CERTIFICATION IS REQUIRED FOR THE INSTALLATION OF ANY NEW SEWER FIXTURE PER ORDINANCE NO.1110. THE SEWER BACKWATER PROTECTION CERTIFICATE IS REQUIRED PRIOR TO THE ISSUANCE OF BUILDING PERMIT. 4. ALL WATER LINE CONNECTIONS TO CITY WATER MAINS FOR SERVICES OR FIRE LINE PROTECTION ARE TO BE INSTALLED PER CITY STANDARD PROGEDURES AND MATERIAL SPECIFICATIONS. CONTACT THE CITY WATER DEPARTMENT FOR CONNECTION FEES. ENCROACHMENT PERMIT IS REQUIRED FOR ANY WORK IN THE CITY'S RIGHT-OF-WAY. IF REQUIRED, ALL FIRE SERVICES AND SERVICES 2" AND OVER WILL BE INSTALLED BY BUILDER ALL UNDERGROUND FIRE SERVICE CONNECTIONS SHALL BE SUBMITTED AS SEPARATE UNDERGROUND FIRE SERVICE PERMIT FOR REVIEW AND APPROVAL. 5. A SURVEY BY A LICENSED SURVEYOR OR ENGINEER IS REQUIRED. THE SURVEY SHALL SHOW HOW THE PROPERTY LINES WERE DETERMINED AND THAT THE PROPERTY CORNERS WERE SET WITH SURVEYORS LICENSE NUMBERSON DURABLE MONUMENTS. THIS SURVEY SHALL BE ATTACHED TO THE CONSTRUCTION PLANS. ALL CORNERS NEED TO BE MAINTAINED OR REINSTALLED BEFORE THE BUILDING FINAL. ALL PROPERTY CORNERS SHALL BE MAINTAINED DURING CONSTRUCTION OR RE-ESTABLISHED AT THE END OF THE PROJECT. 6. ENCROACHMENT PERMIT IS REQUIRED FOR ANY WORK IN THE CITY'S RIGHT-OF-WAY. 1. CONSTRUCTION AND BUILDING USE SHALL CONFORM TO CONDITIONS AS DESCRIBED BY PLANNING COMMISSION AND/OR CITY COUNCIL ACTIONS. 8- THE PROJECT SHALL COMPLY WITH THE CITY'S NPDES PERMIT REQUIREMENTS TO PREVENT STORM WATER POLLUTION. 9. NEW DRIVEWAY OR DRIVEWAY WIDENING MUST BE APPROVED BY THE CITY ENGINEER SHOW DISTANCE BETWEEN THE PROPOSED DRIVEWAY OPENING TO THE CLOSEST ADJACENT DRIVEWAY ON SITE PLAN. 11, NO STORM WATERS, UNDERGROUND WATERS DRAINING FROM ANY LOT, BUILDING, OR PAVED AREAS SHALL BE ALLOWED TO DRAIN TO ADJACENT PROPERTIES NOR SHALL THESE WATERS BE CONNECTED TO THE CITY'S SANITARY SEWER SYSTEM. THESE WATERS SHALL ALL DRAIN TO EITHER ARTIFICIAL OR NATURAL STORM DRAINAGE FACILITIES BY GRAVITY OR PUMPING REGARDLESS OF THE SLOPE OF THE PROPERTY." MUNICIPAL CODE SECTION 15,08.010 (1). • STORM WATER SHALL BE DRAINED THROUGH A CURB DRAIN OR TO THE STORM DRAINAGE SYSTEM. SEE CITY STANDARDS FOR CURB DRAIN DESIGN. • FLOOD ZONE 'C' REQUIRES FLOOD ZONE CONFIRMATION AND/OR PROTECTION OF HABITABLE SPACE. • PROVIDE ELEVATIONS TO CONFIRM DRAINAGE AND SITE DESIGN. 12. NEW DRIVEWAY OR DRIVEWAY WIDENING MUST BE APPROVED BY THE CITY ENGINEER SHOW DISTANCE BETWEEN THE PROPOSED DRIVEWAY OPENING TO THE CLOSEST ADJACENT DRIVEWAY ON SITE PLAN. 13. IF POST -CONSTRUCTION IMPERVIOUS AREA IS GREATER THAN 40% OF TOTAL SIZE, MITIGATION OF THE ADDITIONAL STORM RUNOFF IN EXCESS OF 409. TOTAL LOT SIZE MUST BE ADDRESSED. PLEASE SHOW HOW THE POST -CONSTRUCTION DESIGN WILL ADDRESS THE ADDITIONAL STORMOFF. FIRE SPRINKLER DOMESTIC WATER MCV LEGEND- WM - WATER METER V - VALVE DCV - DOUBLE CHECK VALVE MCV - MAIN CONTROL VALVE BFD - BACK FLOW PREVENTION DEVICE -W- - WATER LINE 1-1/4" m TYP. I. PROVIDE A BACFLOW PREVENTION DEVICE - USC APPROVED DOUBLE CHECK VALVE ASSEMBLY- 2. CONTRACTOR SHALL ENSURE THE DOUBLE CHECK VALVE ASSEMBLY FOR THE FIRE PROTECTION SHALL BE TESTED AND APPROVED BY A SAN MATEO COUNTY ENVIRONMENTAL HEALTH APPROVED CONTRACTOR PRIOR TO SCHEDULING WATER DEPARTMENT FINAL. 3. PROVIDE ADEQUATE FIRE FLOW BASED UPON CONSTRUCTION AND SITE OF BUILDING, SEE UFC APPENDIX IIIA. 5C;PEM,47IC 1,4TEF LATEPAL LIN NOT TO 5GALE DRAINAGE NOTES: RAINWATER COLLECTION ALL NEW ROOF RAINWATER SHALL BE COLLECTED BY MEANS OF GALVANIZED METAL GUTTERS, UNLESS NOTED OTHERWISE, LOCATED AT THE EAVES. PAINT TO MATCH COLOR SCHEME OF RESIDENCE. GUTTER SHALL LEAD TO 2" X 4" RECTANGULAR METAL DOWNSPOUTS OR DOWNSPOUTS TO MATCH EXISTING AND/OR COPPER RAINWATER LEADER DOWNSPOUTS SHALL TERMINATE BELOW GRADE TO A PERIMETER 4 DIAMETER A S SOLID DRAINPIPE. RUN 4 DIAMETER (OR SI ZE AS NOTED ON SITE PLAN) SOLID PIPE THROUGH FACE OF CURB SO THAT WATER WILL EMPTY INTO THE STREET GUTTER SYSTEM. SLOPE ALL PIPES FOR ADEQUATE DRAINAGE. INSURE THAT THE LOCATION CHOSEN FOR THE PIPE TO GO THROUGH THE FACE OF CURB IS ADEQUATE TO CARRY THE WATER FROM THE SITE TO A CITY MAINTAINED WATER COLLECTION SYSTEM. IN SINGLE-FAMILY RESIDENCES THE WATER MAY FLOW TO THE STREET BY GRAVITY METHOD PROVIDED THERE IS SUFFICIENT GRADE TO INSURE FLOW TO THE STREET GUTTER AND THAT WATER DOES NOT FLOW ONTO ADJOINING PROPERTIES. SUMP PUMP MAY BE REQUIRED (SEE SITE PLAN) IF THE GRAVITY METHOD OF DRAINAGE CANNOT BE USED, PROVIDE A SUMP PUMP OF ADEQUATE SIZE TO CARRY ALL WATER THROUGH A 2" DIAMETER A55 PIPE THROUGH THE FACE OF THE CURB SO THAT THE WATER WILL EMPTY INTO THE GUTTER SYSTEM. INSURE THAT THE LOCATION CHOSEN FOR THE PIPE TO GO THROUGH THE FACE OF CURB IS ADEQUATE TO CARRY THE WATER FROM THE SITE TO A CITY MAINTAINED WATER COLLECTION SYSTEM. PROVIDE A BACKFLOW PREVENTER/DEVICE AT A LOCATION NEAR THE TERMINATION OF THE SOLID PIPE THROUGH THE FACE OF CURB AS REQUIRED TO PREVENT RAINWATER FROM THE GUTTER SYSTEM ENTERING THE SUMP PUMP SYSTEM. SUMP PUMP AT A MINIMUM SHALL BE A 1/4 HP AUTOMATIC SUBMERSIBLE SUMP PUMP WITH PERFORMANCES AS LISTED BELOW (MINIMUM). INSTALL AS PER MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS. DISCHARGE FEET OF HEAD 5 10 15 PERFORMANCE (GALLONS PER HOUR) 2280 1620 660 SUMP PIT- INSTALL PUMP IN SUMP PIT (CATCH BASIN) WITH THE MINIMUM CLEARANCES AND DEPTHS AS PER MANUFACTURER SPECIFICATIONS AND RECOMMENDATIONS. FIRE NOTES: CONTRACTOR SHALL OBTAIN SEPARATE FIRE SPRINKLER PERMIT FOR THE INSTALLATION OF THE FIRE SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 11.04.030 OF THE BURLINGAME MUNICIPAL CODE. THE MINIMUM SIZE SERVICE FOR FIRE SPRINKLER SYSTEM SHALL CONFORMS TO NFPA 13 OR 13R IS 2 FOR NFPA 131) SYSTEMS THE MINIMUM SIZE IS 1" FIRE SPRINKLER SHOP DRAWINGS ARE TO BE SUBMITTED DIRECTLY TO THE BURLINGAME FIRE DEPARTMENT AT 1399 ROLLINS ROAD, BURLINGAME ONLY AFTER FIRE SPRINKLER UNDERGROUNDS HAVE BEEN SUBMITTED TO THE BURLINGAME BUILDING DEPARTMENT. FIRE FLOW SHALL MEET REQUIREMENTS OF CALIFORNIA FIRE CODE APPENDIX B. FIRE FLOW RESIDENTIAL BUILDINGS LESS THAN 3600 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%. CONTACT BURLINGAME ENGINEERING DEPARTMENT. PREEN -AN ONE ACRE SHALL DEVELOP AND IMPLEMENT A PLAN TO MANAGE STORM WATER DRAINAGE DURING CONSTRUCTION. A BMP PAGE IS SUFFICIENT. 2, PLANS SHALL INDICATE HOW GRADING AND PAVING WILL PREVENT SURFACE WATER FLOWS FROM ENTERING BUILDINGS. EXCEPTION: PROJECTS THAT DO NOT ALTER DRAINAGE PATH. 3, ELECTRIC VEHICLE (EV) CHARGING, PARKING SPACES: COMPLY WITH ALL RELEVANT SECTIONS. NOTES: I. WHERE THE PROPERTY LINE IS LESS THAN TEN (10) FEET FROM THE EXIT TERMINAL OF ANY NEWLY INSTALLED OR REPLACEMENT HIGH EFFICIENCY MECHANICAL EQUIPMENT THE PIPE SIZE OF THE FINAL TEN (10) FEET OF ANY TERMINAL MUST BE INCREASED TO THREE INCHES (39 OR, AS AN ALTERNATIVE, MANUFACTURER -APPROVED BAFFLES MUST BE INSTALLED. 2, CONTRACTOR SHALL PROVIDE ADEQUATE MEASURES TO AVOID EROSION OR SEDIMENT FROM LEAVING THE SITE AND FLOWING INTO THE STREET, CURB OR GUTTER (USE STRAW WADDLES) 3. REPLACE DAMAGED OR DISPLACED CURB, GUTTER AND/OR SIDEWALK ALONG THE PROPERTY FRONTAGE. A CITY ENCROACHMENT PERMIT IS REQUIRED. 4. THE SANITARY SEWER LATERAL (BUILDING SEWER) SHALL BE TESTED PER ORDINANCE CODE CHAPTER 15.12. TESTING INFORMATION IS AVAILABLE AT THE BUILDING DEPARTMENT COUNTER AN ENCROACHMENT PERMIT IS REQUIRED FROM THE PUBLIC WORKS DEPARTMENT WHENEVER THE CITY'S PORTION OF THE SEWER LATERAL OR CITY CLEANOUT IS TO BE LAID AND/OR CONNECTED TO THE SEWER MAINS. 5. NEW DRIVEWAY OR DRIVEWAY WIDENING MUST BE APPROVED BY THE CITY ENGINEER SHOW DISTANCE BETWEEN THE PROPOSED DRIVEWAY OPENING TO THE CLOSEST ADJACENT DRIVEWAY ON SITE PLAN. 6. A PROPERTY SURVEY IS REQUIRED IF ANY PART OF PERMANENT STRUCTURE INCLUDING F TI I IT " O ERTY LINE. STORM WATER NOTES: 2 R A N PLACE 2,500 SQUARE FEET TO 10,000 SQUARE FEET OF IMERVIOUS SURFACE (E.G., NEW ROOF, DRIVEWAY, OR OTHER NON -PERVIOUS SURFACE) MUST COMPLY WITH THE SAN FRANCISCO BAY MUNICIPAL REGIONAL STORMWATER NPDES PERMIT. PLEASE SHOW ON PLANS WHICH SITE DESIGN MEASURE(S) LISTED ON THE STORMWATER CHECKLIST FOR SMALL PROJECTS WILL BE INSTALLED TO MEET THIS REQUIREMENT. A COPY OF THE SMALL PROJECTS CHECKLIST IS ACCESSIBLE HERE: https://wwwburlingameor/stormwaterdevelopment. 2. DESIGN MEASURES: I - DIRECT ROOF RUNOFF ONTO VEGETATED AREAS USING A DISCONNECTED DOWNSPOUT. - CONSTRUCT DRIVEWAY WITH PERMEABLE PAVEMENTS_ T,4BLE NO_ A41-4-1 MINIMUM REQUIRED FIRE FLOW 4 FLOW DURATION BUILDINGS FIRE AREA {square feet) FIRE FLOW (gallons FLOW DURATION X 0.0929 for m2 per minute) (hours) Type I-F.R. II-F.R.1 Type II One-HR. III One-HR.1 Type IV-H.T. V-0ne-Hr.1 Type II-N 11-Ni Type V-N1 x 3.785 for Urnin. D-22,700 D-12,700 0-8,200 0-5,900 0-3.600 1,500 22.701-30,200 12,701-17,000 8,201-10,900 5,901-7,900 3,6014,800 1,750 30,201-38,700 17,001-21,800 10,901-12,900 7,901-9.800 4,801A200 2,000 35,701-48,300 21,801-24,200 12,9D1-17AD0 9,801-12,600 6,201-7,700 2,250 48,301-59,000 24,201-33,200 17,401-21,300 12,601-15,400 7,701-9,400 2,500 59,001-70,900 33,201-39,700 21,301-25,500 15,401-18,400 9,401-11,300 2,750 70.901.83,700 39,701-47,100 26,501-30,100 18,401-21,800 11,301-13,400 3,000 3 83,701-97,700 47,101-54,900 30,101-35,200 21,801-25,900 13,401-15,600 3,250 97,701-112,700 54,901-63,400 35,201-40,600 25,901-29,300 15,801-18,000 3,500 112,701-128.700 83,401-72,400 40,601-46,400 29,301-33,500 18,001-20,800 3,750 128.701-145.900 72,401-82,100 46,401-52,500 33,501-37,900 20,601-23,300 4,000 145.901-164.200 82,101-92,400 52,50139,100 37,901-42,700 23,301-26.300 4,250 164,201-1;83,400 92,401-103,100 59,101-66,000 42,701-47,700 26,301-29,300 4,500 183,401-203,700 103,101-114,600 66,001-73,300 47,701-53,000 29,301-32,600 4,750 203,701-225.200 114.601-126,700 73,301-81,100 53,001-58,600 32,801-38,000 5,000 225,201-247.700 126.701-139,400 81.101.89,200 58,601-65,400 36,001-39,800 5,250 247.701-271.200 139.401-152.600 89,201-97,700 65,401-70,600 39.601.43.400 5,500 271.201-296.900 152,601-166,500 97,701-106,500 70,601-77,000 43,40"7,400 5,750 295,901-Greater 168,601-Greater 106,501-115,800 77,001-83,700 47,401-51,500 6,000 " 115,801-125,500 83,701-90,600 51,501-55,700 B,250 " 125.501-135.500 90,601-97,900 55,701-60,200 6,500 " 135.501-145.800 97,901-106.800 60.201-64.800 5,750 " 145,801-156,700 106.801-113.200 64,801-69,600 7,000 " 156,701-167,900 113,201-121,300 69,601-74,600 7,250 " 167,901-179,400 121,301-129,600 74,601-79,800 7,500 " 17%401-191,400 129,601-138,300 79,801-85,100 7,750 " 191.401-Greater 128,301-Greater I 85,101-Greater 8,000 PUBLIC WORK NOTES: 1, ANY WORK IN THE CITY RIGHT-OF-WAY, SUCH AS STREET, SIDEWALK AREA, PUBLIC EASEMENTS, AND UTILITY EASEMENTS, IS REQUIRED TO OBTAIN AN ENCROACHMENT PERMIT PRIOR TO STARTING WORK 2. BASED ON THE SCOPE OF WORK, THIS IS A TYPE I PROJECT THAT REQUIRES A STORMWATER CONSTRUCTION POLLUTION PREVENTION PERMIT. THIS PERMIT IS REQUIRED PRIOR TO ISSUANCE OF A BUILDING PERMIT. AN INITIAL FIELD INSPECTION IS REQUIRED PRIOR TO THE START OF ANY CONSTRUCTION (ON PRIVATE PROPERTY OR IN THE PUBLIC RIGHT-OF-WAY). 3, 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 A NEW 4" LATERAL, (3) ALL WATER LINE 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-OFWAY. 4. CONSTRUCTION HOURS IN THE CITY PUBLIC RIGHT-OF-WAY ARE LIMITED TO WEEKDAYS AND NON -CITY HOLIDAYS BETWEEN 8:00AM. AND 5.00 PM, THIS INCLUDES CONSTRUCTION HAULING. D. NO STORM WATERS, UNDERGROUND WATERS DRAINING FROM ANY LOT, BUILDING, OR PAVED AREAS SHALL BE ALLOWED TO DRAIN TO ADJACENT PROPERTIES NOR SHALL THESE WATERS BE CONNECTED TO THE CITY'S SANITARY SEWER SYSTEM. THESE WATERS SHALL ALL DRAIN TO EITHER ARTIFICIAL OR NATURAL STORM DRAINAGE FACILITIES BY GRAVITY OR PUMPING REGARDLESS OF THE SLOPE OF THE PROPERTY- NO RAIN WATER FROM ROOFS OR OTHER RAIN WATER DRAINAGE SHALL DISCHARGE UPON A PUBLIC SIDEWALK (EXCEPT IN SINGLE FAMILY AREA) PER MUNICIPAL CODE SECTION 18-08.090, 6, ALL WATER LINES CONNECTIONS TO CITY WATER MAINS FOR SERVICES OR FIRE LINE PROTECTION ARE TO BE INSTALLED PER CITY STANDARD PROCEDURES AND MATERIAL SPECIFICATIONS- CONTACT THE CITY WATER DEPARTMENT FOR CONNECTION FEES. IF REQUIRED, ALL FIRE SERVICES AND SERVICES 2" AND OVER WILL BE INSTALLED BY BUILDER ALL UNDERGROUND FIRE SERVICE CONNECTIONS SHALL BE SUBMITTED AS SEPARATE UNDERGROUND FIRE SERVICE PERMIT FOR REVIEW AND APPROVAL. 1, NO STRUCTURE SHALL BE BUILT INTO CITY'S RIGHT-OF-WAY, THE PROPERTY LINE ON BERNAL AVENUE IS APPROXIMATELY 10.1- FEET MEASURED FROM FACE OF CURB. a- THE PROJECT SHALL COMPLY WITH THE CITY'$ NPDES PERMIT REQUIREMENTS TO PREVENT STORM WATER POLLUTION. S. ALL DEBRIS/GARBAGE CONTAINERS LOCATION SHALL BE ON PROPERTY. IN A SITUATION WHERE THAT IS NOT POSSIBLE, AN ENCROACHMENT PERMIT IS REQUIRED FROM PUBLIC WORKS DEPARTMENT FOR PLACING DEBRIS/GARBAGE CONTAINERS IN PUBLIC RIGHT-OF-WAY- NO WET GARBAGE FLUID SHALL ENTER PUBLIC RIGHT-OF-WAY OR THE STORM DRAIN SYSTEM. 10• IT IS THE RESPONSIBILITY OF THE OWNER AND/OR CONTRACTOR TO NOTIFY UNDERGROUND SERVICE ALERT (USA) AT LEAST 48 HOURS BEFORE THE START OF ANY EXCAVATION WORK, II. IF PUBLIC WORKS REQUIRES SIDEWALK REPLACEMENT, POLICY FOR EXPANDING WIDTH OF PLANTER STRIP MUST BE IMPLEMENTED AROUND NEW OR EXISTING CITY STREET TREE. PUBLIC WORKS SITE NOTES: I. ALL ABANDONED SEWER LATERALS SHALL HAVE WYES OR SADDLES REMOVED OFF THE MAIN AND REPLACE WITH NEWS STRAIGHT SECTION. 2, ALL ABANDONED EXISTING WATER SERVICES, 2-INCH OR BELOW, SHALL BE CUT AND CUP AT THE EXISTING MAIN CONNECTION AND DISCONNECT AT SERVICE SADDLE. ABANDONED VALVE WHERE APPLICABLE- 3. ALL ABANDONED EXISTING WATER SERVICES, GREATER THAN 2", SHALL HAVE TEES REMOVED AT MAIN AND REPLACE WITH STRAIGHT PIPE PER CITY STANDARDS AND DETAILS. 4. NO PERMANENT STRUCTURES (RETAINING WALLS, FENCES, COLUMNS, MAILBOX, ETC.) PROPOSED BEYOND THE PROPERTY LINE AND INTO THE PUBLIC RIGHT-OF-WAY. 5, REPLACE ALL CURB, GUTTER, DRIVEWAY AND SIDEWALK FRONTING SITE, (2) PLUG ALL EXISTING SANITARY SEWER LATERAL CONNECTIONS AND INSTALL A NEW 4" LATERAL, (3) ALL WATER LINE CONNECTIONS TO CITY WATER MAINS FOR SERVICES OR FIRE LINE ARE TO BE INSTALLED PER CITY STANDARD PROCEDURES AND SPECIFICATION, (4) ANY UNDERGROUND UTILITY WORKS WITHIN CITY'S RIGHT-OF-WAY. BUILDING NOTES: I. BASED ON THE SCOPE OF WORK, THIS PROJECT IS CONSIDERED A "TYPE i" PROJECT THAT REQUIRES A STORM WATER CONSTRUCTION POLLUTION PREVENTION PERMIT. NOTE: THIS PERMIT IS REQUIRED TO BE OBTAINED BY THE PUBLIC WORKS DEPARTMENT PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. IN ADDITION, AN INITIAL FIELD INSPECTION BY THE PUBLIC WORKS INSPECTOR IS REQUIRED PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION WORK ON PRIVATE PROPERTY OR IN THE PUBLIC RIGHT-OF-WAY. 2, PUBLIC WORKS REQUIRE A SEWER BACKWATER PROTECTION CERTIFICATE PRIOR TO PERMIT BEING ISSUED. PLEASE CONTACT PUBLIC WORKS AT 650-558-1230 PRIOR TO BUILDING PERMIT ISSUANCE. 3. DEMOLITION OF A STRUCTURE REQUIRE THE OWNER TO OBTAIN A PERMIT FROM BAAQMD AND REQUIRE SIGN -OFFS FROM THE WATER, SEWER, AND PLANNING AND RECYCLING DEPARTMENTS. THE DEMOLITION PERMIT APPLICATION, AVAILABLE ON THE CITY OF BURLINGAME BUILDING DEPARTMENTS WEB SITE, WILL NEED NEED TO BE COMPLETED PRIOR TO BUILDING DEPARTMENT APPROVAL AND THE START OF WORK OWNER SHOULD CALL BAAQMD FOR QUESTIONS CONCERNING OBTAINING A PERMIT FROM THE BAY AREA QUALITY MANAGEMENT DISTRICT. 4. RECYCLING AND WASTE REDUCTION FORM WILL NEED TO BE SUBMITTED AND APPROVED PRIOR TO ISSUANCE OF BUILDING PERMIT. THE OWNER SHOULD CONTACT JOE MACLUSKEY RECYCLING SPECIALIST 9 650-558-1213 AC NOTES: AC EQUIPMENT WILL NOT EXCEED A MAXIMUM OUTDOOR NOISE LEVEL (dBA) OF SIXTY (60) dBA DAYTIME (1:00 AM - 10-00 PM) OR FIFTY (50) dBA NIGHTIME (10:00 PM - 1:00 AM) AS MEASURED FROM THE PROPERTY LINE. BMC 2558.050 SS SS SS E E E S 55°03'36" E 50.00' I I 5' WIDE ALLEY (7 M 46) T D z = 0 err F J D O 0 SS SS SS SS SS m rrr SS ' m SS mho m E Akk E E E E E E _ E E T ADJACENT BUILDING BUILDING SETBACK ADDRESS: SETBACKS: 1504 19.8' 52 62 1520 8.9' 1526 (SITE) 20-0' 1532 204' 1536 23.8' 1540 21 1544 21-4' 1550 '5S6 21-4' 13" TOTAL: 223.6' AVERAGE: 2032' N � 0 r-r�c r cn O 0 Z w 00 0 - S 55°03'36" E 50.00' Z 0 O CONCRETE SIDEWALK a U m o w cn�m� �u rD� 0 D � m O cn M 0 T.O.C. = 0 _U (N) CONCRETE DRIVEWAY z o � APRON PER CITY STANDARDS q ,0 L S 55°03'36" E 50.00' (N) 4" SEWER LATERAL TO CITY SEWER e (N) 4" SEWER LINE W/ CLEANOUT co L PA1 10/ ............ FFL EL - 050 .......... ...... 2.1'± J'.'.'.'.'.T'.'.'.'.'..'........T.L�, '.'.'.'.'.'..'....... W ..... ................... .....................I ................... 7 00 ................... .....................I N ................... ............................................ .....................� I o .................. I .. .. .... S 0 O ............... ...... .. _.. NEW R slpENcE ... ....... FFL EL 11-W .... ..... ....... ) I ............... I ADJACENT BUILDING ...................................... ........................................................... I D5 .................. ............... .......I ' . ........ '.-. ......-.... .. ''-'' ......... .-..... .. ....... . . . . . ......... ........ . . . . .I ........ ...I.R....... . _ .SETBACK . ..I --.-' -_ - _. WOOD DS I tiU FENCING r -1 r 6' TALL U I � LU FENCING �13 3 TALL 0 U_ i Z _ O 00 ."4 TREE 0- �n >Y • U_ - - 50.00' - - S 55°03' BASIS OF BEARINGS 400,00' (I.P.-I,P. o + 4"� TREE (; c9 T-0-C- �,-f � X DRIVEWAY APPROACH REPLACE ALL CURB, GUTTER, SIDEWALK E DRIVEWAY APRON ti PER CITY STANDARDS �oL BERNAL AVENUE (50' WIDE RIGHIT-OF-WAY) N SITE DEVELOPMENT PLAN SCALE: 1/8"=1'-0" REVISIONS BY 04y1111 /23 QI PU 05/1N/23 0 PU O5y24/23 0 PU L. w I--i O� � O O t O 00 L% N mum Q ►� U 3 CIS > o `'s cnCIS bi) 0 C o �W xU w O O y C U O cd C',00� o a> o •� w o o o c. 0 Q110 3cn cd > Ste' U FF_ o -� W 0 DATE: JAN. 2023 SCALE: AS NOTED DRAWN: PU JOB: SHEET NO. A02,0 OF SHEETS L N UPPER FLOOR PLAN SCALE: 1/4"=P-0" L N MAIN FLOOR PLAN SCALE: 1/4"=P-0" REVISIONS BY 04y�111 /23 AI PU N � o 0 O 00 V1 N mum Q �o ►� U 0 3 9 �:D U W Q C U x 3 y -CIS o o n N N U v� C5 N O cd cc3 CCU W� 1 v Q W W DATE: JAN. 2023 SCALE: AS NOTED DRAWN: PU JOB: SHEET NO. A03 OF SHEETS TOP OF RIDGE EL. +99.m8 TOP At 7-1 -- - ..- 1' MAIN FLOOR EL. +11_00 IRV ROOF PLAN SCALE: 1/8"=1'-0" 9 30'-0" MAXIMUM HEIGHT LIMIT — — — — — — — — — — — — — — — — — — — — — — — — — — qY iiinnn tQIM tYP FRONT ELEVATION SCALE: 1/4"=1'-0" -. ii l/\— —AAA Tv''Y I..1 II ,— ,�!' 1t AI 1\1tJ111 L/LL/ V 1 11 1V1 SCALE: 1/4"=1'-0" REVISIONS BY 04y�111 /23 APU 05/1N/23 0 PU 0524/23 0 PU � O O N I�' O 00 V1 N mum Q �o �U 0 3 w-;! y (a, Q A ram/ o 9b W �:D U W Q C x = 3 U y -cd o o n w o 3 !4E N 3 uo 110 ul 2 A o y 0 cc3 W� 1 v Q W W DATE: JAN. 2023 SCALE: AS NOTED DRAWN: PU JOB: SHEET NO. A.4 OF SHEETS TOP OF RIDGE EL_ +99.08 TOP PLATE MAIN FLOOR EL. +11.00 IRV I I I I 30'-0" MAXIMUM HEIGHT LIMIT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - REAR ELEVATION SCALE: 1/4"=1'-0" ROOF FITCN-\ 19 4.., 11 , ittIi , A-P-I, A I . ,, ��„� ItIi LEFT ELEVATION SCALE: 1/4"=1'-0" REVISIONS BY 04y�111 /23 APU 05/1N/23 0 PU O5y24/23 0 PU � O O O 00 V1 N mum Q �o c� ►� U Il 3 CIO coo c> O 9b Wcn U W Q �:DCIS C U x 3 y 03 w o 3 CU N y Q. o cc3 W� 1 v V oc DATE: JAN. 2023 SCALE: AS NOTED DRAWN: PU JOB: SHEET NO. A05 OF SHEETS Ix611 VRU5TIC VERTICAL RUN WOOD SIDING, TYP. TYP. ROOF PITCH — — — — — — — 12 7 Lu lu _ t _ (P ua -6' X 410 o Lu ET5, CK ADU Q � I EL. +65-00 < COMPOSITION 2x WOOD SHINGLE ROOF, TYP, TRIM, TYP. ------------- i ;r SKYLIGHTS, TYP. COMPOSITION L— — — 16-0" MAXIMUM HEIGHT LIMIT— — SHINGLE ROOF, TYP• - - — — — — — — — — — — — — — — — — — — — — — — — — — — PAINTED WOOD GARAGE DOOR FRONT EL SCALE: 1/4"=1'-0" Ix6" VRU6TIC VERTICAL 16'-0" MAXIMUM HEIGHT LIMIT RUN WOOD SIDING, TYP. -------------------------- TYP. ROOF PITCH STUCCO, TYP. 12 ATLLI V / \ w / \ / T5\ GI ADU EL. +65.00 (E) WOOD FRENCH LIGHT FIXTURE 40rw�ANDERSEN SQ. WOOD 400 GRIE DOORS WATTS MAX. COLUMNS SERIES FULL DIVIDED (N) GRA E G C D WOOD C SE NIT INDOW W/ WOOD TRI , DUAL ,,l A71Nr, t RIGHT ELEVATION I SCALE: 1/4"=1'-0" Pt CAS(. Wl/VV 71 Ul'i'v, I I f COLUMNS REAR ELEVATION SCALE: 1/4"=1'-0" L7. Wl/VV TRIMS, T-T-P. LEFT ELEVATION SCALE: 1/4"=1'-0" ISIDE T5ACK — — — — — — — — — — — — 16'-0" MAXIMUM HEIGHT LIMIT BULDING SECTION C SCALE: 1/4"=1'-0" 8" SIDE iET5ACK REVISIONS BY 04y�111 /23 -I PU 05/1N/23 0 PU 05y24/23 0 PU w � o 0 O 00 V1 N mum Q �o �U 0 I g 3 > o c �w-> (> Q A y N U O O U p •�, w O U J CU O 3 un 10 �-8 C!d,O r7S-'-� U F— o -� W� Q � V o DATE: JAN. 2023 SCALE: AS NOTED DRAWN: PU JOB: SHEET NO. A.6 OF SHEETS TOP OF RIDGE BULDING SECTION A SCALE: 1/4"=1'-0" BULDING SECTION B SCALE: 1/4"=1'-0" REVISIONS BY 04y�111 /23 AI PU O o 0 L%O00 N mum Q �o ►� U 0 3 an 0 � - � U � 9bW � U W Q C x 3 U y -CIS o o n w o '3 U _� U N 110 A ocn o 3 cc3 W� 1 v Q W W DATE: JAN. 2023 SCALE: AS NOTED DRAWN: PU JOB: SHEET NO. A07 OF SHEETS SAN MATED COUNTYWIDE Water Pollution Prevention Program Clean Water. Healthy Community. Construction Best Management Practices (BMPs) Construction projects are required to implement the stormwater best management practices (BMP) on this page, Materials & Waste Management Non -Hazardous Materials ❑ Berm and cover stockpiles of sand, dirt or other construction material with tarps when rain is forecast or if not actively being used within 14 days. ❑ Use (but don't overuse) reclaimed water for dust control. Hazardous Materials ❑ Label all hazardous materials and hazardous wastes (such as pesticides, paints, thinners, solvents, fuel, oil, and antifreeze) in accordance with city, county, state and federal 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. ❑ Arrange for appropriate disposal of all hazardous wastes. Waste Management ❑ Cover waste disposal containers securely with 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 overfilled. Never hose down a dumpster on the construction site. ❑ Clean or replace portable toilets, and 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, etc.) ❑ Dispose of liquid residues from paints, thinners, solvents, glues, and cleaning fluids as hazardous waste. Construction Entrances and Perimeter ❑ Establish and maintain effective perimeter controls and stabilize 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 sediment source to prevent further tracking. Never hose down streets to clean up tracking. as they apply to your project, all year long. Equipment Management & Spill Control M 41" u 'ram 1 .110 AM, Maintenance and Parking ❑ Designate an area, fitted with appropriate BMPs, for vehicle and equipment parking and storage. ❑ Perform maj or maintenance, repair j obs, and vehicle and equipment washing off site. ❑ If refueling or vehicle maintenance must be done onsite, work in a bermed area away from storm drains and over a drip pan big enough to collect fluids. Recycle or dispose of fluids as hazardous waste. ❑ If vehicle or equipment cleaning must be done onsite, clean with water only in a bermed area that will not allow rinse water to run into gutters, streets, storm drains, or surface waters. ❑ Do not clean vehicle or equipment onsite using soaps, solvents, degreasers, steam cleaning equipment, etc. Spill Prevention and Control ❑ Keep spill cleanup materials (rags, absorbents, etc.) available at the construction site at all times. ❑ Inspect vehicles and equipment frequently for and repair leaks promptly. Use drip pans to catch leaks until repairs are made. ❑ Clean up spills or leaks immediately and dispose of cleanup materials properly. ❑ Do not hose down surfaces where fluids have spilled. Use dry cleanup methods (absorbent materials, cat litter, and/or rags). ❑ Sweep up spilled dry materials immediately. Do not try to wash them away with water, or bury them. ❑ Clean up spills on dirt areas by digging up and properly disposing of contaminated soil. ❑ Report significant spills immediately. You are 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 Governor's Office of Emergency Services Warning Center, (800) 852-7550 (24 hours). Earthwork & Contaminated Soils Erosion Control ❑ Schedule grading and excavation work for dry weather only. ❑ Stabilize all denuded areas, install and maintain temporary erosion controls (such as erosion control fabric or bonded fiber matrix) until vegetation is established. ❑ Seed or plant vegetation for erosion control on slopes or where construction is not immediately planned. Sediment Control ❑ Protect storm drain inlets, gutters, ditches, and drainage courses with appropriate BMPs, such as gravel bags, fiber rolls, berms, etc. ❑ Prevent sediment from migrating offsite by installing and maintaining sediment controls, such as fiber rolls, silt fences, or sediment basins. ❑ Keep excavated soil on the site where it will not collect into the street. ❑ Transfer excavated materials to dump trucks on the site, not in the street. ❑ Contaminated Soils ❑ If any of the following conditions are observed, 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 Work ❑ Avoid paving and seal coating in wet weather, or when rain is forecast before fresh pavement will have time to cure. ❑ Cover storm drain inlets and manholes when applying seal coat, tack coat, slurry seal, fog seal, etc. ❑ Collect and recycle or appropriately dispose of excess abrasive gravel or sand. Do NOT sweep or wash it into gutters. ❑ Do not use water to wash down fresh asphalt concrete pavement. Sawcutting & Asphalt/Concrete Removal ❑ Completely cover or barricade storm drain inlets when saw cutting. Use filter fabric, catch basin inlet filters, or gravel bags to keep slurry out of the storm drain system. ❑ Shovel, 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!). ❑ If sawcut slurry enters a catch basin, clean it up immediately. Concrete, Grout & Mortar Application ❑ Store concrete, grout and mortar under cover, on pallets and away from drainage areas. These materials must never reach a storm drain. ❑ Wash out concrete equipment/trucks offsite or in a contained area, so there is no discharge into the underlying soil or onto surrounding areas. Let concrete harden and dispose of as garbage. ❑ Collect the wash water from washing exposed aggregate concrete and remove it for appropriate disposal offsite. Dewatering I ❑ Effectively manage all run-on, all runoff within the site, and all runoff that discharges from the site. Divert run-on water from offsite away from all disturbed areas or otherwise ensure compliance. ❑ When dewatering, notify and obtain approval from the local municipality before discharging water to a street gutter or storm drain. Filtration or diversion through a basin, tank, or sediment trap may be required. ❑ In areas of known contamination, testing is required prior to reuse or discharge of groundwater. Consult with the Engineer to determine whether testing is required and how to interpret results. Contaminated groundwater must be treated or hauled off -site for proper disposal. Storm drain polluters may be liable for fines of up to $10,000 per day! Painting & Paint Removal n Painting cleanup ❑ Never clean brushes or rinse paint containers into a street, gutter, storm drain, or surface waters. ❑ For water -based paints, paint out brushes to the extent possible. Rinse to the sanitary sewer once you have gained permission from the local wastewater treatment authority. Never pour paint down a 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 residue and unusable thinner/solvents as hazardous waste. Paint removal ❑ Chemical paint stripping residue and chips and dust from marine paints or paints containing lead or tributyltin must be disposed of as hazardous waste. ❑ Paint chips and dust from non -hazardous dry stripping and sand blasting may be swept up or collected in plastic drop cloths and disposed of as trash. Landscape Materials ❑ Contain stockpiled landscaping materials by storing them under tarps when they are not actively being used. ❑ Stack erodible landscape material on pallets. Cover or store these materials when they are not actively being used or applied. ❑ Discontinue application of any erodible landscape material within 2 days before a forecast rain event or during wet weather. REVISIONS BY w U °o 0 z o00 N mum Q �o ►� U a O U l 0 r, 3 O 22 8Cn W "C Y:D U W Q x 3 U U O C5 cd o �� ;A W OC DATE: JAN. 2023 SCALE: AS NOTED DRAWN: PU JOB: SHEET NO. Nel OF SHEETS 0 0 12'-6" Im UPPER FLOOR AREA CALCULATION SCALE: 1 /4"=1'-0" 0 0 VAU1C ® LIVING/ DII -HEN ------- ------ ' LANDING �- ----- 12'-0" , Pl - GARAGE AREA CALCULATION SCALE: 1/4"=1'-0" 1 1,4N FLR FLCCR AREA: 21-OlIX331_011 = (0(0_00 F E3 161-01IX331=011 - 53ro,o ✓ 5F 109.25 5F 120_00 F E 11 1= 0 I I X 10 1= 0 I I = 110,00 SF F 121=(oIIx121=011 = 150,00 5F �J1=�IIXQI_�II = 12.25 F H 131=0IIx221=011 - 206.00 F f 4'=011xlol=o11 = 40,00 F 1 ?1=&Ilx3l_&11 _29.15.00 F F2 3-41= 0 I I X5 1.0 11= 110,00 5F (F0 CH) 199.15 5F <200 �1= TOTAL MAIN FLR ,AREA: = 1,549_50 6F ' UPPER FLR FLOC 4 E,4- ,4 1ro'=oIIX15'=o11 = 240,00 6F E3 1a'=OIIx12_' =o 11 = 225,00 5F 91=�IIX121=�11 = 11a.15 5F D 30'=(oIIx12_'=011 � 366,00 F 12'=0Ilxla'4oII = 231.25 5F F 151=0IIX51 0II = a2_50 F TOTAL UPPER FUR AREA. = 1,461.50 5F MAIN FLR AREA: 1,549.50 F ' UPPER FLCCR AREA: + ,4( .50 F GARAGE: + 252,00 F jjjll,��q �i I i 12 12,00 5F 255,00 5F P1 101=0IIX15'=0II 150,00 5F G,4,4GE = G1 12'=OIIx21'=O11 252,00 5F VA 9'-nil h'-Oiu 34'-0" MAIN FLOOR AREA CALCULATION SCALE: 1/4"=1'-0" REVISIONS BY 04y1111 /23 AI PU v� N O '- � o 0 N >C O 00 V1 N U M �o �U a 0 3 an0 2-1 ��•� p con �W U W Q C U x 3 CIS o o -2 U _ w o � CJU N N =.o O U con cc3 H�o-tziuot1t W� DATE: JAN. 2023 SCALE: AS NOTED DRAWN: PU JOB: SHEET NO. AC OF SHEETS OR 4"x4" PT. RWD POSTS (0' O.C. MAX.) 21'x4" RLJD TOP / BOTTOM RAIL5 1"x0" RUJD PANEL5 LJ/ TOP / BOTTOM TRIM NOTE:N NATURAL L_ _EONroF l- m_I III=III: I- `�`� I -III I I- ` III-i ' 2 "x12" PT. RD KICKBOARD 12 IN15H GRADE 12" DIA. CONC. PIERS, 30" DEEP (T''P.) WOOD FENCE ASCALE: NTS FIN15H€D GRADE FINI GR� 3x ROOTBALL MIN. (WIDER IN CLAY 501L5) TREE PLANTING BSCALE: NTS A �n 1*1_2.5x ROOTBALL MIN. SHRUB CSCALE: NTS w Q N PLANTING RUBBER CINCH TIE OR EQUAL S' FINE POLE *5T,4KE OUTR5ID€ ROOTBALL ROOTBALL 4" MULCH IN 5A51N WATER 5A5IN *3" HIGH LIP ROUGHEN 51DE5 4 BOTTOM OF PIT III-1 - - = PREPARED BACKFILL *AMEND WITH ORGANIC 5% ORGANIC COMP05T 4 MYCORRHIZAL FUNGI PER MFR15 5PEC5 PREPARED 5UB501L PEDE5TAL IROOTBALL 4" MULCH IN 5A51N WATER 5A51N *3" HIGH LIP ROUGHEN 51DE5 4 BOTTOM OF PIT PREPARED BACKFILL *AMEND WITH ORGANIC 5% ORGANIC COMPOST 4 M''CORRHIZAL FUNGI PER MFR15 5PEC5 CONVEX PLANTER 5A5E PEDE5TAL CONCRETE UNIT PAVERS POLYMERIC SAND JOINTS *W/ SAND LOCK 2 LAYER COMPACTED SAND BASE VEHICULAR UNIT L-J I SCALE: NTS MORTAR JOINT #4 REBAR CONTINUOUS CONC. FOOTING UNDER PAVER BANDING *MIN. 9" DEEP GEO-TEXTILE FABRIC COMPACTED CLASS II AGGREGATE BASE COMPACTED SUBGRADE PAVER PAVING \Ainnn F=F=w- in BERNAL AVENUE 0 L� LANDSCAPE �Are�� PLAN PLANT L15T 152a BERNAL AVE. BURL INGAME, CA TREE5 P A ACER PALMATUM VAR. DISSECTUM 'RED DRAGON' DISSECTUM JAPANESE MAPLE 1 24" BOX MODERATE B TRISTANIOPSIS LAURINA 'ELEGANT' (STD) SWAMP MYRTLE 2 24" BOX MODERATE SHRUBS I HEUCHERA MICRANTHA ' PALACE PURPLE' PALACE PURPLE CORAL BELLS IS 1 GALLON MODERATE 2 BOXUS SEMPERVIRENS ENGL15H BOX WOOD II 1 GALLON MODERATE 3 HEMEROCALLIS 'DWARF RED' DAYLILY 12 1 GALLON MODERATE 4 PHORMIUM 'GUARDSMAN' GUARDSMAN FLAX !o 5 GALLON MODERATE 5 CAMELLIA SASANQUA SASANQUA CAMELLIA 2 5 GALLON MODERATE 6 CH015YA TERNATA MEXICAN ORANGE I 5 GALLON FAST 1 R05A ROSE 2 5 GALLON FAST 8 LAVANDULA AUGUSTIFOLIA ENGLISH LAVANDER 5 5 GALLON MODERATE 9 ROSA SPP. ROSE 2 5 GALLON MODERATE 10 PLUMBAGO AUNCULATA CAPE PLUMBAGO 4 5 GALLON MODERATE GROU DCOVER 6I-62 DYMONDIA MARGARETAE SILVER CARPET Cos FLATS MODERATE LAWN BOLERO BLEND, DELTA BLUEGRASS CO. 1 260 SF I ROLLS I SLOW GENERAL NOTES I. CONTRACTOR SHALL VERIFY ON SITE ALL GRADES, PROPERTY LINES, EASEMENTS, SETBACKS, UTILITIES, SITE IMPROVEMENTS, WATERPROOFING AND UNDERGROUND PIPING BEFORE CONSTRUCTION BEGINS. ALL DISCREPANCIES OR PROBLEMATIC SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. 2, FINISHED GRADES SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES AND SHALL BE PROPERLY INSTALLED TO PREVENT ANY STANDING WATER. CONCRETE/HARDSCAPE SHALL HAVE A MINIMUM GRADE OF 2% UNLESS NOTED OTHERWISE. 3. JUTE MESH EROSION CONTROL NETTING SHALL BE USED ON ALL 3:1 OR GREATER SLOPES. STAKE NETTING APPROPRIATELY AND PLANT SPECIFIED GROUNDCOVER. 4. CONTRACTOR SHALL OBTAIN ALL PERMITS NEC SSARY TO COMPLETE PROPOSEp WORK AS P R CITY/TOWN REQUIREMENTS. 5. CONTRACTOR SHALL PROVIDE PROTECTION FOR EXISTING TREES BY INSTALLING TEMPORARY FENCING AT THE DRIPLINE AROUND THE TREES. IN THE EVENT THAT TREE ROOTS OVER 2" ARE DISCOVERED, THE LANDSCAPE ARCHITECT SHOULD BE CONTACTED. 6. REFER TO ARCHITECTURAL AND ENGINEERING DRAWINGS FOR ANY CALCULATIONS, DETAILS AND SPECIFICATIONS REGARDING BUILDING STRUCTURE, FOUNDATIONS AND GRADING, SOILS, GAS AND ELECTRICAL. 1. THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH SOILS REPORT, POOL PLANS AND GRADING AND DRAINAGE REQUIREMENTS PER CIVIL ENGINEER. 8. THIS PLAN IS NOT A SURVEY OR CONSTRUCTION DOCUMENT. IT IS PROVIDED FOR CONCEPTUAL PURPOSES AND SHOULD BE USED FOR PLANNING PURPOSES. 9. LANDSCAPE ARCHITECT MAY MAKE SITE OBSERVATIONS DURING CONSTRUCTION BUT SHALL NOT BE UTILIZED TO SUPERVISE CONSTRUCTION ONSITE. 10. THE LANDSCAPE ARCHITECT AND ENGINEER ASSUMES NO LIABILITY FOR DISCREPANCIES BETWEEN THE PLANS AND ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS. II. WORK WITHIN THE RIGHT OF WAY IS SUBJECT TO INSPECTION AND APPROVAL BY THE CITY. OBTAIN ENCROACHMENT PERMIT FROM PUBLIC WORKS DEPARTMENT PRIOR TO WORK WITIN THE RIGHT OF WAY, THIS WORK MAY INCLUDE LANDSCAPING IN THE RIGHT OF WAY, NEW CURB DRAINS, AND PARKING STRIP, PLANTING NOTES I. ALL PLANTING AREAS WITH A SLOPE OF LESS THAN I(o%, SHALL BE CULTIVATED AND ROTOTILLED TO A DEPTH OF SIX (6) INCHES WITH FIVE (5) CUBIC YARDS OF SOIL MIX PER 1000 SQUARE FEET. 2. SOIL AMENDMENTS SHALL BE FREE OF DEBRIS SUCH AS LITTER, BROKEN CLAY POTS, AND OTHER FOREIGN MATERIAL. ROCKS LARGER THAN ONE INCH [DIAMETER WILL NOT BE PERMITTED. SOIL AMENDMENTS SHALL HAVE THE FOLLOWING CONTENT: SOIL MIX EQUALING 10% REDWOOD NITRIFIED COMPOST, 30% SANDY LOAM. 3. PLANT HOLES SHALL BE DOUBLE THE SIZE OF THE CONTAINER (GENERALLY). THE WALLS AND BASES OF PLANT HOLES SHALL BE SCARIFIED. HOLES SHALL BE BACKFILLED WITH A MIXTURE OF IMPORTED SOIL TO EXISTING SOIL AT A RATIO OF 00/20, 4. SOIL BERMS SHALL BE FORMED AROUND ALL PLANTS I GALLON SIZE AND LARGER BASINS SHALL BE MULCHED WITH A 2" LAYER OF BARK CHIPS. CHIPS SHALL BE A MINIMUM OF 1 1/2" IN SIZE, 5, ALL PLANTS SHALL BE FERTILIZED. FERTILIZER SHALL BE COMMERCIALLY AVAILABLE TYPE, AGRIFORM (OR EQUIVALENT). APPLICATION SHALL BE ACCORDING TO MANUFACTURER'S INSTRUCTIONS. Co. RESIDUAL WEED PRE -EMERGENT SHALL BE APPLIED BY THE CONTRACTOR. THE TYPE AND BRAND CHOSEN BY THE CONTRACTOR SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT. APPLICATION SHALL BE ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 1. TREES SHALL BE STAKED WITH TWO PRESSURE TREATED 2" DIA, POLES. TREE TRUNK SHALL BE SECURED WITH TWO RUBBER TIES OR STRAPS FORMING A FIGURE -EIGHT BETWEEN TRUNK AND STAKE. 8, ALL PLANTING AREAS SHALL BE COVERED WITH A LAYER OF BARK MULCH, MINIMUM THICKNESS OF 2 INCHES, AND CHIP SIZE OF NO LESS THAN ONE INCH. 9. LAWN TYPE SHALL BE DWARF FESCUE/RYE BLEND, 90/10. ALL TURF AREAS SHALL BE FERTILIZED AT TIME OF INSTALLATION. 10. LANDSCAPE CONTRACTOR SHALL VERIFY PLANT AND SOD QUANTITIES PRIOR TO SUBMITTING BID FOR WORK. DOCUMENTATION OF PLANTS INSTALLED AT THE J0551TE IS REQUIRED, WITH A LETTER PROVIDED TO THE OWNER STATING FINAL QUANTITIES. 11. LANDSCAPE ARCHITECT CANNOT GUARANTEE PLANT MATERIAL AS DEER RESISTANT DUE TO CHANGING HABITS OF DEER. HARDSCAPE NOTES 1. CONCRETE PAVING SHALL BE 4" THICK WITH #3 REBAR AT IS" O.G. COLOR: TAN DRIVEWAY SHALL BE: UNIT PAVERS TYPE: QUARRY STONE PATTERN: OLD TOWN COLOR: TAN / GREY STONE SHALL BE: BLUESTONE COLOR: TAN / GREY 2. STEEL REINFORCEMENT SHALL BE TIED AND SET CENTERED IN THE THICKNESS SPECIFIED ABOVE. 3, ROUGH GRADING AND FINAL GRADING SHALL BE PERFORMED BY THE LANDSCAPE CONTRACTOR. THE SOIL SHALL BE GRADED SUCH THAT IT SLOPES AWAY FROM THE BUILDING FOUNDATIONS. 4, CONTRACTOR SHALL VERIFY ALL PROPERTY LINES ADJACENT TO THE AREA OF WORK, NO ENCROACHMENT SHALL BE PERMITTED ON ADJACENT LANDS UNLESS WRITTEN PERMISSION IS OBTAINED FROM THE LAND OWNER OR CITY BUILDING DEPARTMENTS. REVISIONS BY PLANNING 04 11/23 Al PU PLANNING 05/1/23 0 PU PLANNING 05/24/23 0 PU W � o 0 °O N W ct U cn a al I o H o aq O 0 -� � � o � O C,3 Y W �WZ 00 „i �N DATE: JAN. 2023 SCALE: AS NOTED DRAWN: PJSHEETS JOB: SHEET NO. Lol OF a� c 3 0 E a N LO I N O N N O a� li 3 0 r� N H 0 / 3 O N H CD CY Cn U a� 0 i 1-1 SETBACK TABLE HOUSE # APN FRONT SETBACK 1504 025-211-130 19.8, 1508 026-033-140 23.9' 1512 026-033-150 16.2' 1516 026-033-160 22.5' 1520 026-033-170 18.9, 1524 026-033-180 18.3, 1528 (SUBJECT) 026-033-190 20.0' 1532 026-033-200 20.4' 1536 026-033-210 23.8' 1540 026-033-220 20.9' 1544 026-033-300 21.4' 1550 026-033-310 21.4' 1556 025-213-100 9.1' AVERAGE: 19.7' BASIS OF BEARINGS CORNER RECORD #3044 FILED IN THE RECORDS OF SAN MATEO COUNTY AND IRON PIPE MONUMENTS ALONG THE NORTHERLY RIGHT-OF-WAY LINE OF BERNAL AVENUE AS SHOWN ON SAID MAP, TAKEN AS SOUTH 55°03'36" WEST. BASIS OF ELEVATION THE ELEVATIONS SHOWN HEREON WERE DERIVED FROM L-1/L-2 DATA COLLECTED USING NAVSTAR GLOBAL POSITIONING SYSTEM (GPS) AND A CHCX90D-OPUS RECEIVER AND POST -PROCESS USING THE CORS NETWORK. ALL ELEVATION EXPRESSED IN NAVD 1988 DATUM. NOTES 1.) TITLE REPORT FOR THIS PROPERTY WAS PROVIDED BY DOMA TITLE OF CALIFORNIA, INC., REPORT NUMBER 55913-23-02160, AND DATED AS OF DECEMBER 15, 2022. 2.) DATE OF FIELD SURVEY: JANUARY 30, 2023. 3.) CONTOURS SHOWN HEREON ONE FOOT (1.0') INTERVALS. LEGEND - - SUBJECT PROPERTY LINE ADJOINER PROPERTY LINE x x EXISTING FENCE LINE x 75.0 SPOT ELEVATION SURVEYOR' S STATEMENT I, KEVIN M. MCGUIRE, A REGISTERED PROFESSIONAL LAND SURVEYOR DULY LICENSED BY THE LAWS OF THE STATE OF CALIFORNIA DO HEREBY STATE THAT THE TOPOGRAPHY, SPOT ELEVATIONS, LOCATIONS OF IMPROVEMENTS AS SHOWN, ARE BASED UPON A FIELD SURVEY PERFORMED JANUARY 30, 2023 BY OUR COMPANY FIELD CREW; AND I FURTHERMORE DO STATE THAT THE PROPERTY BOUNDARY LINES, RIGHTS -OF -WAY AND EASEMENTS, IF ANY, ARE BASED UPON ITEMS OF PUBLIC RECORD AND FIT TO FOUND MONUMENTS AS SHOWN AND REFERENCED HEREON. THIS MAP AND THE ITEMS AND INFORMATION AS SHOWN, WERE DONE UNDER MY SUPERVISION AND DIRECTION AND ARE TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE AND BELIEF. BURLINGAME c�S c0 N 101 JO 0 F'l< F' p �Q- 82 PO p�0 TE F,I,OF ti�F VICINITY MAP NOT TO SCALE oil LANDS OF SARGENT DEVELOPMENT LOT 17, BLOCK 55 (7 M 46) EASTON ADDITION TO BURLINGAME N0. 5 1528 BERNAL AVENUE CITY OF BURLINGAME SAN MATED COUNTY CALIFORNIA SCALE: 1 " = 8' QUIET RIVER Land Services Inc. 11501 Dublin Boulevard, Suite 200 8 4 0 8 Dublin, CA 94568 (925) 734-6788 Phone FEBRUARY 2023 FOUND 3/4" IRON PIPE AT THE INTERSECTION OF LOT 21 & 22 AS SHOWN ON CR 561 LS #3918 I I � � I w I I I I � I w `n m 07 in I I o �- TWO-STORY < I0o o HOUSE TOP EL: 100.1 f w Lnm_ w LL o 0 6 I LANDS OF SEBASTIANI LOT 7 10 LOT 18 Q APN: 026-033-050 � APN: 026-033-180 I m R nnn ql FRET I I APN: 026-034-060 LOT 8 APN: 026-033-040 LOT 9 APN: 026-033-280 10' WIDE - ALLEY - (7 M 46) WOOD PRIVACY FENCE A A �- o F67.1 67 4PLANTERx67.5 67.5 x x67.3 xMANHOLE 7 CONCRETE x67.1 CONCRETE x66.5 xl O CONCRETE x 3 TREE CURBS w x F- Ix O CONCRETE, 67.1 Q PILLARS � , ; w U U " .I' c c t BRICK 8 � z x66.6 �P`NN TREE ` o� c 0 PLANTER CY I O 3: x w O x67.1 0 O x66.7 CONCRETE STEPS 5 x66.4 „0 WOOD PRIVACY LLI x66.8 TREE FENCE I x66.3 ` �,� ` x67.7 x c0 BRICK ---� / o �/y/ x66.8 67.0 x66.3 CONCRETE X Ln x66.8 x66.4 x66.9 8110 I I TREE xi VAL Lid V EC CD < x66.4.' -jJ CONCRETE, ° ° 166.8° i x66.2 - / x65.9 w o w BLOCK GARAGE 00 w BORDER FOOTPRINT 3: LL I x66.6 ; w w PLANTERS � U l l l l O / I 4 4 4 4 4 U 4 4 1 \ 2.6' x65.9 • 66 3 0 9'f WOOD WOOD PHIVAC:Y J FENCE UTILITY POLE I OVERHEAD UTILITY LINE E A S T 0 N A D DII T I 0 N T O B U R L I N G A M E N 0. 5 B L 0 C K 5 5 (7 M 46) O O O Ln w w I � r7 i� Ip i `n (n 6"0 6"0 F TREE ,_ TREE +{ WUUU NNIVAUY 0 FENCE `LV L.L.J. UVJ 20.4'f x70.3 Y < x70.2 w 0 (n SAPLING w w U z 0 U x 70.6 x70.7 '. TC: ' 70.4 .+ ® x70.0 WM x70.5 x70.3 x70.2 x70.2 x70.1 - i o.1': Y J a w 0 LLI I- w i U z 0 U x70.7 x70.7 x70.4 W D Z W� Q O Q Of 4"0 w TREE NZN LPL � W o Ln m70.4 70.2 J \ x70.2 TC: 70.1 TC: \ 70.0 x69.8 \ w> iQ w z > O x70.2 O Fh in U � \ x69.6 1 TC: 0.0 1 x69'9 WM TC: 170.0 x69.6 x70.1 J FOUND 3/4" IRON PIPE AT THE INTERSECTION OF LOT 15 & 16 AS SHOWN ON 26 L.L.S. 80 x70.9 x 70.7 x70.5 x70.3 APN: 026-034-050 APN: 026-034-040 z O SHEET 1 OF 1