Loading...
HomeMy WebLinkAboutReso - PC - 2022.03.14 - 7ADocuSig n Envelope I D : 1 D60O1 D9- ED424845-B,5B;9- 1 B B 1 6776 1 979 RECORDING REQUESTED BY: Planning Department City of Burlingame WHEN RECORDED MAIL TO: COMMUNITY DEVELOPMENT DEPARTMENT CITY OF BURLINGAME 501 PRIMROSE ROAD BURLINGAME, CA 94O,IO 2022-044944 11:33 am AGIO222 Rl Fee: NO FEE Count of Pages 4 Recorded in Official Records County of San Mateo Mark Church Assessor-Cou nty Cierk-Recorder i iilti i i lili|l tii illii lllll llill lffi illli liill lilll llill l]ii lill l l ill lill*$R0003?56zOt,$* Resolution No. 2022-03.1 4-7 A 132 STANLEY ROAD 029-282-230 TITLE OF DOCUMENT I hereby certify this to be a full, true and conect copy of the document it purports to be, the original of which is on file in my office. March 2022 h*'n hrl,i,ru,r rrUNE Date: Kevin Gardiner, AICP, Community Development I +/ E$3F lk''nr RESOLUTION APPROVING CATEGORICAL EXEMPTION AND DESIGN REVIEW 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 for a new two-story. sinqle-unit dwellinq and detached qaraoe at 132 Stanlev Rd. Zone R-1. Hakan and Esra Danis, property owners, APN: 029-282-230; WHEREAS, said matters were heard by the Planning Commission of the City of Burlingame on March 14. 2022, 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 facilities 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 this exemption, is hereby approved. Said Design Review is approved subject to the conditions set forth in Exhibit "A" attached hereto. Findings for such Design Review are set forth in the staff report, minutes, and recording of said meeting 1 2. 3 records of theIt is further directed that County of San Mateo. a certified copy of this rpsolution M.6A,UL Secretary of the Planning Commission 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 14th dav of March,2022 by the following vote: 132 STANLEY ROAD - RESO 2022{13.t4-7A AYES: COUAROTO, GAUL, LOffiS, SCHiIID, TSE NOES: NONE ABSENT: TERRONES REGUSED: PFAFF Secretary 1 J 6 7 4 E EXHIBIT "A" Conditions of Approval for Categorical Exemption and Design Review 132 Stanley Rd Effective March 24, 2022 Page 1 that the project shall be built as shown on the plans submitted to the Planning Division date stamped February 9,2022, sheetsA1.1, A1.2 and A4.1 through Ll and date stamped March 5, 2022, sheet A2.1 andA3. 1; that any changes to building materials, exterior finishes, windows, architectural features, roof height or pitch, and amount or type 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 basement, first 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; that demolition for 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 project, the project 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 ofthe 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 Construction 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; 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: 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 pOect falls at or below the maximum approved floor area ratio for the property; 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 a I '10 11. 12. 13. 14. EXHIBIT "A" Conditions of Approval for Categorical Exemption and Design Review 132 Stanley Rd Effective March 24, 2022 the City Engineer; 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 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. a I ( I I I S T 11 I C II I I I I I (N) TREE SEE LANDSCAPING PLAN I I SHEET L1 d O 9 �I I ' � I - 2 ' I I I � I (E) GARAGE/ I I m ACCESSORY — TO 5E REMOVED (683 SF) I r J I I I I D�� I raim LUZ FINISH ELEVATION Z 1 FOR PAVER I I II ' I 0 i I 1 DRIVEWAY � 1 II I 1-' I cill I 2NO PLR I 1' II 1, WD PENCE L1 (E) SEE SHEET L1 I ADJACENT AS NOTED I S RESIDENCE 138 STANLEY RD I I I WD GATE _ SEE SHEET L1 AS NOTED (N) TREE SEE LANDSCAPING PLAN SHEET L1 50.0L _7 0 � �W � N �V Q 1 - 1 U I U_ lU n I I 1 SB 1 1 1 1 NNJIi_kNN� N !I 1 I I I I Y I I I I SITE DRAINAGE PLAN NOTES 0_ STORMWATER RETENTION WELL SEE DETAIL 2/1_I EXACT LOCATION TO 5E DETERMINED �2 - 4" DIAM SOLID PIPE TO RETENTION WELL VIA GRAVITY (FOR ROOF RAIN DRAIN SYSTEM) LANDSCAPING SEE SHEET L1 (E) ONE-STORY RESIDENCE TO 5E REMOVED (1,361 SF) WD PENCE SEE SHEET L1 AS NOTED PORCH NNN DRIVEWAY FLFV 21.75' L PERMEABLE 1 CONC PAVERS p S Lai IDS I �1p SS O � 2 I Y ` U � dl rT� ~ I I I 0 L-J `0 ill 1 WALKWAY PERMEABLE_ GONG PAVERS I � ry 1 U U 2 ' QZIP (D ED , U N r , I cAv W 6' VI u_ LL L J 4 ? � \ (E)\SEWER LATERAL TO REPLACE w/ (N) SEWER LATERAL lE)CURBCUT (E) ADJACENT RESIDENCE 26 STANLEY ROAD ELECTRICAL SERVICE PANEL 4 METER OR LOCATION PG4E DIRECTION CON OVERHEAD SERVICE LINE TO (E) PG4E POWER POLE SEE (E) SITE PLAN SHEET A1.2 LANDSCAPING SEE SHEET L1 NOTE: SEWER LATERAL AND WATER SERVICE LINE - SEE NOTES 'PUBLIC WORK NOTES' A50VE/-rL11S SHEET AND 'PUBLIC WORKS WORK NOTES' IV ADDITIONAL ON SHEET L1 I ryQ' (E) WATERLINE TO REPLACE 0 WATER w/ (N) WATER LINE METER V -4' •;°' �� rye' lqq �4 �q (E) STREET 1 44 (E) STREET ti4 NOTE: TREE \ TREE (E) REPLACEMENT OF ALL CURS, GUTTER, DRIVEWAY SSMH DHE COMPUTATION AND SIDEWALK FRONTING THE SITE IS REQUIRED ELEV 20.20 LEFT SIDE DHE AS PER CITY PW 4 ENGINEERING STANDARDS AND 19.84 + 19.88 / 2 = 19.86' DETAILS AND DIRECTIONS (E) SEWER MAIN RIGHT SIDE DHE (SEE PUBLIC WORKS - - - - - - - - - - - - -)- - - - - - -- -- 20.48 + 20.88 / 2 = 20.68' NOTES SHEET L1 MAXIMUM HEIGHT COMPUTATION STANLEY ROAD 19.41 + 19.94 / 2 = 19.68' (AVE. OF TOP OF CURB) STANLEY OF 19.68' + 30' = 49.68' (MAX. HEIGHT) 1 FRONT SETBACK NOTE: NO PERMANENT STRUCTURES (RETAINING WALLS, FENCES, COLUMNS, MAILBOX, ETC) PROPOSED BEYOND THE PROPERTY LINE AND INTO PUBLIC RIGHT-OF-WAY. TRUE REFERENCE NORTH NORTH 1 51TE PLAT l A1.1 SCALE SECOND FLOOR FIRST FLOOR ADDRESS SETBACK (CORNER LOT) 110 STANLEY ROAD 18.00' 114 STANLEY ROAD *14.08' 118 STANLEY ROAD 19.70' 122 STANLEY ROAD 18.80' 126 STANLEY ROAD 15.50' 132 STANLEY ROAD *19.80- (E) 18'-4" (N) (SUBJECT PROPERTY) 138 STANLEY ROAD 19.70' (CORNER LOT) AVERAGE SETBACK 91.7' / 5 = 18.34' (18 * Highest & lowest setback not included PUBLIC WORK NOTES (See additional/continuation NOTES on SHEET L1) 1 Replacement of all curb, gutter, driveway and sidewalk fronting site, plug all existing sanitary sewer lateral connections and install a new 4" lateral, all water line connections to City water mains for services of fire line are to be installed per City standard procedures and specificatiions, and any other underground utility works within City's right-of-way. All abandoned sewer lateral or water service shall be disconnected at the main and per City requirements. Any encroachment permit will be required for these items. (See additional notes on sheet L1) 2 Approved pressure regulator is required for new water service An approved type pressure regulator preceded by an adequate strainer shall be installed and the static pressure reduced to 80 psi or less. Approved regulators with integral bypasses are acceptable. Each such regulator and strainer shall be accessibly located and shall have the strainer readily accessible for cleaning without removing the regulator or strainer body or disconnecting the supply piping. All pipe size determinations shall be based on 80% of the reduced pressure when using table 6.5. CPC 608.2 3 All debris/garbage containers location shall be on property. In the situation where not possible, an encroachment permit is required from the 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. SEWER & WATER DEPARTMENT 1 Contact water department for disconnect of water service prior to demolition of dwellings. 2 New 1" (or larger) service OR to be determined by Building Dept. required for fire sprinklers. Need double check value (USC approved). See'Fire Sprinkler System notes'this sheet. and City of Burlingame approved on fire line. 3 Water department to disconnect existing service at City main. 4 Install new sewer lateral as per city sewer dept. specifications Abandon the existing sewer lateral at the main as per sewer department specs. 5 All exterior hose bibs shall have approved non -removable backflow prevention devices 6 water service shall be provided with a fullway valve controlling all outlets and installed on the discharge side of the water meter as per UPC 605.3 7 Need proper backflow device on irrigation system. Building Division to size, meter and service size. All backflow devices must be tested and togged by a SM County certficated tester. CONNECTIONS TO CITY WATER MAIN All water connections to city water mains for services or fire line protection are to be installed per city standard procedures and material specification's Contact the city water department for connection fees. All fire services and services 2" and over will be installed by the builder. NATIONAL POLLUTANT DISCHARGE ELIMINATION PERMIT The project shall comply with the City's NPDES permit requirements to prevent storm water pollution. BACKWATER PROTECTION CERTIFICATION ORDINANCE Contractor to provide all information as necessary for the BACKWATER PROTECTION CERTIFICATION ORDINANCE, #1710. All forms and information is available at the City of Burlingame, Building Division. BMC 15.12.110 These forms must be filled out and approved by the responsible department prior to the granting of a building permit. SANITARY SEWER LATERAL The sewer lateral may or may not need to be tested. Testing information can be found on the City of Burlingame website. If tested the sanitary sewer lateral (building sewer) shall be tested per SEWER ORDINANCE TEST ORDINACE, # 1329. BMC 15.12.110 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. The Contractor shall obtain evidence of the approval and the date of the approval from the City of Burlingame or the Owner of the property. LANDSCAPING / TREES EXISTING LANDCAPE All existing landscaping including lawn fescue may remain unless being damage during construction shall be rehabilitated. EXISTING TREES No existing tree over 48" in circumference at 54" form base of tree may be removed without a Protected Tree Removal Permit from Park Division. (650) 558-7330. EXISTING CITY STREET TREES Existing City Street Tree may not be cut, trimmed or removed without permitt from Park Division. (650) 558-7330. TREE PROTECTION MEASURES The following tree preservation measures apply to all tress to be retained: • No storage of material, topsoil, vehicles or equipment shall be permitted within the tree enclosure area. • The ground under and around the tree canopy area shall not be altered • Trees to be retained shall be irrigated and maintained as necessary to ensure survival. HIDDEN CONDITIONS "Any hidden conditions that require work to be performed beyond the scope of work of the building permit issued for these plans may require further City approvals including review by the Planning Commision". The building owner, project designer, and/or contractor must submit a Revision to the City for a any work not graphically illustrated in these plans prior to performing this work. SPECIAL INSPECTIONS The Contractor shall be responsible for the Special Inspection and Testing Agreement as provided by the City. GRADING PERMIT Grading Permit, if required, will be obtained from the Department of Public Works. CONSTRUCTION ACTIVITY (HOURS) No person shall erect (including excavation and grading), demolish, alter or repair any building or structure other than between the following hours. Holidays are the first day of January, the third Monday of February, the last Monday of May, the fourth day of July, the first Monday of September, the eleventh day of November, the fourth Thursday in November and the twenty-fifth day of December, or if the twenty-fifth day of December falls on a Sunday the following Monday is a holiday. (See City of Burlingame Municipal Code, Section 13.04.100 for details) 1- Monday through Friday: 8 am to 7 pm 2- Saturdays: 9 am to 6 pm 3- Sundays and Holidays: (No Work Allowed) Construction hours in the City Public right-of-way are limited to weekdays and non -city Holidays between 8:00 am and 5:00 pm for all activities (including hauling) DEFERRED SUBMITTAL ITEMS A) FIRE SPRINKLER SYSTEM 1- Automatic Fire Sprinkler system throughout Residence. Under separate permit- See 'FIRE SPRINKLER SYSTEM' notes B/ N1.2 Drawings shall be submitted to Central County Fire Department for review and approval. Fire Sprinklers shall be installed and shop drawings shall be approved by the Fire Department prior to installation 2- Min 1" water meter required - see 'Water Department' notes above. TYPICAL DOMESTIC FIRE SYSTEM DETAIL TO DOMESTIC HOUSE VALVE MATO FIRE CONTROL TO FIRE VALVE DOUBLE CHECK VALVE BRAND AND MODEL NUMBER TESTED AND SUPPLY TO BUILDING CERTIFIED 5Y A SIZE DETERMINED COUNTY CERTIFIED BY BUILDING DEPT TESTER Note: Schematic of water lateral as shown above: If the fire protection line and domestic water is separate, submit plans for the fire protection underground to the Burlingame Building Department prior to installayions. 3- Provide a backflow prevention device, USC approved double check assembly. General Contractor shall insure the double check valve assembly for fire protection shall be tes and approved by a San Mateo Environmental Health approved contractor prior to scheduling Water Department final inspection. 4- All sprinkler drainage shall be placed into landscaping areas B) TRUSS CALCULATIONS & LAYOUT Truss calculations and layout will be submitted as a diferred submittal item. Submit two (2) copies of stamped and signed truss plans and calculations. In addition, provide two (2) copies of acceptance letter by the Engineer -of -record indicating his review and approval that the truss design are in substantial conformance with the approved plans and that girder and collector trusses have been included where required. Confirm lengths of the trusses are consistent with the plans and that that the interior and exterior shear tranfers details are provided. The trusses shall not be installed until the design and submittal have been approved by the Building Official per Code. C) PHOTOVOLTAIC SYSTEM Provide Photovoltaic system is required and will be submitted as diferred submittall item. PV to include the equation and the size. PROJECT INFORMATION PROPERTY OWNER: HAKAN 4 ESRA DANIS 604 5AYSWATER AVENUE 5URL INGAME, CA 134010 (281) 216-e362 hakandanis@yahoo.com esradanis@yahoo.com DESIGNER: HECTOR ESTIPONA J DEAL ASSOCIATES 331 5EACH RD, SUITE A 5URL INGAME, CA 134010 (650) 69l-1310 off ice@jdealassociates.com BUILDING DATA LOT SIZE (50'xl 15') ALLOWABLE FLOOR AREA RATIO 5,750 x 0.32 + 1,100 (+ UP TO 400 SF FOR GARAGE) ALLOWABLE LOT COVERAGE 5,340 x 0.40 EXISTING RESIDENCE (TO BE REMOVED) DETACHED GARAGE (To BE REMOVED) EXISTING FLOOR AREA RATIO 1,361 + 683 EXISTING LOT COVERAGE 1,361 + 683 NEW PROPOSAL A- FIRST FLOOR B - COVERED PORCH (FRONT) C - FIREPLACE D - SECOND FLOOR E - DETACHED GARAGE NEW HABITABLE AREA ONLY (A+D) =1,555 + 1,374 NEW FLOOR AREA RATIO (A+D+E)=1,555+1,374+400 NEW LOT COVERAGE A + B + C + E (+ OVERHANG) 1,555+106+5+400+ (31 +18) DRAWING INDEX SURVEY ENGINEERING: 05UNA ENGINEERING INC. III 5ERNAL RD. STE 10-336 SAN JOSE, CA c3511c3 (408) 112-43,51 info@osunaengineering.com A1.1- (N) SITE PLAN, NOTES A1.2- (E) SITE PLAN - REACH CODE CHECKLIST A2.1- FIRST & SECOND FLOOR FLOOR A3.1- ELEVATIONS A4.1- ROOF PLAN, BLDG SECTION, DETAILS A4.2- DETAILS, BLDG SECTION G1 - GARAGE PLAN, ELEVATIONS SF - SQUARE FOOTAGE CALCS L1 - LANDSCAPING PLAN SWC - STORMWATER CHECKLIST BT - SITE SURVEY 5,750 SF 2,940 SF (400 SF for Garage) 3,340 SF 2,136 SF 1,361 SF 683 SF 2,044 SF 2,044 SF 1,555 SF 106 SF 5 SF 1,374 SF 400 SF 2,929 SF 3,329 SF < 3,340 SF 2,115 SF CODES All work shall be done in accordance with the applicable National & local codes and ordinances. California Building Code 2019 California Residential Code 2019 (where applicable) California Mechanical Code 2019 California Plumbing Code 2019 California Electrical Code 2019 California Energy Efficiency Standards 2019 California Fire Code 2019 CalGreen Code 2019 City of Burlingame Municipal Ordinances CONSTRUCTION TYPE Dwelling Type VB Garage Type VB BUILDING OCCUPANCY GROUPS R-3 / U REVISIONS BY PLNNG 1 12-23-21 HE °' (D no. -L � o c000a>3+ �0U (SOU t(D> L�� C W-� O'aa)0 a3 °D �+ _ m L 3 C o� ° L> N -OOOT6>D 10N�� a C(OC O) 0 w O•--o a)-o o 3� UC p ov vCa>•- c 3 0�L0o6cn�� � o-0 Cc:< (6,� ) + a-' !Z O (D 20-0 dC O N • 5 1 0 0 O-O-O U)� p 0 a)tCUpCUC6 :3 a oaDoo0 a1�in�wa)�UO�•— a) ma �•L O �0o�00 0)wo C t�a)WLO���2_0 mo-QU (0OU U O a) O U C. ,� a)•, m E� > !E �"t S-20 3 O 0 0� 0 O O O O U 00O C � O N O O- O a O (D a)-0 c,L v�U 5nt F3•°U�>_ C: H 00__0a03a0•C0 IW V W Q 0e (D 0 61 U � LLl cv — , � z � (Yi 1L al < tQ E U r m°C6 t- .L (P `� o o U) �(nM 0 c- �4 m -o � � U W o wwnn VJ LU V .Ztt V � �n LU W Q 0 d< U �z �W L < d Q kn WZ C 1.0 r m [Q DATE 5/13/2021 SCALE AS NOTED DRAWN HE JOB DANIS JOB # SHEET Al ■ OF SHEET PROJECT ADDRESS: 132 STANLEY ROAD BURLINGAME, CA 94010 APN: 02c3-282-230 APPLICANT NAME: J DEAL ASSOCIATES 1. ENERGY EFFICIENCY AND ELECTRIFICATION A project is deemed New Construction if it is a new building, from the ground up, or if the value of the addition(s), alteration(s) and repairs to an existing building is greater than 50% of the current replacement value of the existing building or structure as determined by the building official, and it includes new heating, cooling, (if present), and ventilation. Note: all projects must comply with mandatory elements of the 2019 Building Energy Efficiency Standards as well as this Reach Code. Choose All -Electric, or All -Electric Readiness: IR All -Electric. IR No natural gas or propane appliances. R No gas meters or propane infrastructure. t5 Compliance with energy efficiency standards required by the State (no additional local energy efficiency requirements). OR ❑ All -Electric Readiness. Check the box for each appliance which uses natural gas or propane and confirm that the electrical requirements are met for each: ❑ Range/Cooktop - Dedicated 208/240V, 50A capacity receptacle within 3 feet ❑ Fireplace, or Fire -pit Receptacle with equivalent capacity, within 3 feet 2. SOLAR PHOTOVOLTAIC (UNDER DEFFERED ITEM - SEE SHEET AID JR A photovoltaic system will be installed, sized per equation 150.1(C). ❑ This project is exempt, based on excessive shading and/or insufficient roof space), and therefore includes: Compliance with exceptions under the 2019 Building Energy Efficiency Standards (Exception 6 to Section 110.10(b)1A, or Exception 4 to Section 110.10(b)113): ❑ Installed solar domestic water heating system, OR ❑ Demand responsive thermostat(s) plus one of the following: IR EnergyStar Dishwasher El Home Automation System ❑ Greywater Irrigation ❑ Rainwater Catchment System For more information, please visit: https://www.burlingame.org/departments/building/reach codes.php, or contact Green Building Specialist Joe McCluskey: imccluskey(a)_burlingame.orq, 650.558.7273. 10-16-2020 2 M 138 STA 3. GREEN BUILDING 19 The permit application includes a completed 2019 Burlingame CALGreen Residential checklist. Download at: www.burlingame.org/departments/building/forms and documents.php#outer-46. 4. ELECTRIC VEHICLE (EV) CHARGING AND READINESS R Complies with the California Green Building Standards Code Section 4.106.4; 1l Complies with EV charging requirements specified below: Single Family, Duplex, or, Townhouses with attached private garages IR One parking space has a Level 2 EV Ready Circuit Ea If there is a second parking space, it has a Level 1 Ready Space. t5 Meets required minimum electrical capacity * Definitions o EV Level 2 Ready Circuit: A parking space equipped with a raceway, wiring, receptacle, and electrical capacity to the EV charging station. A minimum 208V/240V, 40 amp circuit with receptacle labeled EV Vehicle Outlet or electrical vehicle supply equipment with a minimum output of 30 amps. o EV Level 1 Ready Space: A parking space equipped with a raceway, wiring, receptacle, and electrical capacity to the EV charging station. A minimum 110V, 20 amp circuit with receptacle labeled EV Vehicle Outlet or electrical vehicle supply equipment. 5. VERIFICATION LECTOR ESTIPONA J DEAL ASSOCIATES This form has been completed by __(name) of _ _(company), the architect, designer, or qualified green building rater for the above listed project who verifies that it accurately represents the project plans. _ 174-Z" E11•4 _ 11-02-21 �Y �v ' 44 STREET STREET Signature Date TREE TREE I HECTOR ESTIPONA _ _ I SSMN Name ELEV 20.20 _ STA_NLEY ROAD 50' RIGHT OF WAY CLUSTERED TREE For more information, please visit: https://www.burlingame.org/departments/building/reach codes.php or contact Green Building Specialist Joe McCluskey: jmccluskeyCc�burlingame.orq, 650.558.7273. 10-16-2020 3 TRUE NORTH REFERENCE NORTH FACE OF CURB (E) SITE PLAN - SCALE PG4E POWER POLE \ REVISIONS BY -0 °' co0(D o�,U t�0U1�-6�UN�t� I_ o'ova3°�a> L 3i C O�� L %� -p-pT6NU�N� N p� �-r- N p a OU-o�(2Co) v w O•—C ovO•-�3�U�pov �ca>c � QOQ� a Ot C p N O O� �"'' 2> U� O O N U� aC 300 • 4, 0 00 NLCU-oCUCf� (�/l y., t� a Oa�00c � -0t/i�w4,NU0�.- N _rt•-i T10��'v`��vvc t/1 (1) 0 � (2-2 mo-QU�ODU LCrtw� (L)N� 0C3 O N O U �. ,� N•� m E iL N U O:w O o�O�U OOOC O N O U N a O 0UonL t C���3'i H oa-oa03ao•c0 IW V W Q 0 e � � 0 W m j U J 0 � LLl cv c� z Z � (Yi (L m < E U ro cn U (P `� o 0")) 0 C— � c� U W ° C� _ L�U V d �n LU W d< U �Z WW L Q �< W Z C- m 1.0 r m al DATE 5/13/2021 SCALE AS NOTED DRAWN HE JOB DANIS JOB # SHEET Al ■ 2 OF SHEET 1/ 1 .4 11 111 1111 '21 G" i LEGEND —NEW WALL (E) —'EXISTING' (N) —'NEW' (R) —'REPLACEMENT' NIC — NOT IN CONTRACT UNO — UNLESS OTHERWISE NOTED DN — DOWN 2/Sx&/S — DENOTES 2'-6" WIDE x&'-V HIGH EE — EMERGENCY EGRESS SEE DET I/NI.2 FG — FIXED GLASS/STATIONARY SG — SAFETY GLAZING/TEMPERED GLASS SEE DETAIL O/NI.I FD — FRENCH DOOR DH — DOUBLE HUNG SH — SINGLE HUNG CMT — CASEMENT 2 FCMT — FRENCH CASEMENT FG — FULL GLASS/STATIONARY cn FSLR — FRENCH SLIDING DOOR SLR — SLIDER F — FURNACE WH — WATER HEATER FP — FIREPLACE WH — WATER HEATER REF — REFRIGERATOR KS — KITCHEN SINK VS — VEGETABLE SINK LS — LAUNDRY SINK ,� DW — DISHWASHER D — CLOTHES DRYER W — CLOTHES WASHER Cs —CEILING BREAK s� —SLOPED CEILING 8� CEILING HEIGHT lvro�_ll DRIVEWAY (SEE SITE PLAN) 1 2 n d FLR ABOVE 2/6x/0 2/6x(o/0 10, PATIO (SEE SITE PLAN) 33' -0" t& DN Z LANDING f DH DH DH 3/0xro/0 3/0x&/0 3/0x6/0 12/Oxi/& DN SG FSLR 10" J - 1 r - ccl I 0 _I I�0 0 r I�X r Y0 0 O 0 61 d KITCHEN LLI 1 �I N � - � N �x N DIRECT VENT GAS FIREPLACE SEE SHEET ELI � 0 0 LIVING ROOT" I � c� u FAMILY ROOM 12'-5" 1 DIRECT VENT GAS FIREPLACE SEE SHEET Ell '1'-2" 1, 1 STOR N I r I�R CRAWL 1 UP SPACE ri m ACCESS L INEN 0 SHWR MDATH 1 0 XE �V N 3�6+� GUEST ROOM - �s 9 f3 2/6x&/O 3/0x&/O 2/6x(0/0 DN CMT FG CMT 2nd FLR ABOVE 1' PORCH 5'-4' 3/0xro/0 3/0xro/0 CEET CEET EQUAL 14'-3" 5'-4" 34'-0" 13' -S" -- -- —ems — --ems -- -- -- SECOND FLOOR PLAN FIRST FLOOR PLAN_ SCALE 1/4" = I' - 0" SCALE 1/4"m 11 - off I �o 0 1 A4. N 2 11 0 REVISIONS BY PLNNG 1 12-23-21 HE ZkPC 2 fd2-02-22 02 HE °' o c0003+�00U of C E W L (D C Cn' = o'a�_ o-o °' a3 a> mL 3co�.22>E (D (0 a N�(AOU�C :CCU z3 w L O•-•- O C 0-0t32U Upov -oL3Lvo��n�•� �0��o-NoQ�� —. 0'i U�OO .� ( a .20 (D o o V�aCON C��U NL�U-oCCf� (�/l a 00U00C In t/j�wN�UO�•- w-'oC t/102L0-�W�,�0 mo-Q0 (�00U LC—w—�N� C C —0 — + m E� iL 0 U 0 �w O"T 3 O �U 0 O o O O U 00 O C ONOUIDa N 0 o a�•°,� v-co) tc���3Urns �o0,0_03'L°ao'co w V z w Q � 0 � � 0 m � U 0 N Ld F V/ N 1 N 0 � U r1 .� o o co acoco W 3 0 'v! _ L_U Uz Q O � (� l.0 w 0 T- IY LLj u LU Q w _z LU r In ED DATE 6/13/2021 SCALE AS NOTED DRAWN HE JOB DANIS JOB # SHEET A2ml OF SHEET w/ VENT TOP AND BOTTOM RIGHT SIDE ELEVATION SCALE 1/4" = 1' - 0" LEGEND (E) —'EXISTING' FG — FIXED GLASS (N) —'NEW' SG — SAFETY GLAZING/TEMPERED GLASS TOP — TOP OF PLATES CMT — CASEMENT TOS — TOP OF SUBFLOOR OH — DOUBLE HUNG BOC — BOTTOM OF CEILING JOIST AWN — AWNING FD — FRENCH DOOR pr- — FINIAW FI nnQ WD LOUVER VENT SEE TYP 0ET B/Ad_I FOUNDATION BRICK VENT, TYP VENEER LEFT SIDE ELEVATION SCALE 1/4" = I' - 0" EXTERIOR FINISHES ROOFING COMPOSITION SHINGLES TO COMPLY WITH COOLROOF REQUIREMENTS EXTERIOR SIDING FINISH 'H,4RDIEPL,4NK' SMOOTH FIBER CEMENT OR EQUAL EXTERIOR LAP SIDING -I" EXPOSURE w/ 3.B" CORNER TRIM BD, TYP WINDOWS ALUMIMUN CLAD WOOD WINDOWS W/ SIMULATED TRUE DIVIDED LITES/ MUNTIN BARS WITH LIGHT PAINTED TRIM BOARD 3.5" CORNER TRIM SEE TYPICAL DETAIL 'A'/A4.1 EMERGENCY EGRESS 3/Ox4/0 CASEMENT WINDOW ► ILIH 1 ONE FRENCH DOORS ALUMINUM CLAD WOOD DOORS (TYPICAL TO WINDOWS) GUTTERS d DOWNSPOUTS ALUMINUM PREPRINTED REAR ELEVATION SCALE DECORATIVE METAL CHIMNEY CAP EMERGENCY EGRESS 2/&x3/6 - 1'-11 1/2" CASEMENT WINDOW 12 & r 2x6 WD OR EQ EXT'R GRADE Li Ll LA Li BAND KNEE BRACE ASSEMBLY TYP A4.1 EE EE J'` BRICK VENEER ZBOTTOM OF ­CLNG JOIST Q PORCH JUL Fm] F-1 N I L-A" IWO 19-06' LEFT SIDE DHE WD LOUVER VENT SEE TYP DET 5/A4.1 SEE DETAIL SECTION 'C'/A2.2 2x& EXTERIOR GRADE GABLE END FACIA, TYP i 129.6 P MAXIMUM HEICsHT N 0 MEN - 0101 - WOOD PANEL OR EQUAL EXTERIOR GRADE BOX COLUMN ASSEMBLY, PAINTED, TYP LEFT SIDE OWE OWE ENCROACHMENT 1'-I112 "x8'-5"29.5 SF <35 SF WD LOUVER VENT 'H RDIEPLANK' SIDING /SEE 'EXTERIOR FINISH' NOTES I'r1 1/2" EMERGENCY EGRESS 3/0xrolo DBL HUNG WINDOW FRONT ELEVATION SCALE 1'-1 1/2" CA 49.68' TOP OF RIDGE t49-O' Y EGRE WINDOW TOP r ai 6i m TO$ TOP 22.0' 2"S' RICsHT SIDE 19. pHE AVER4CxE TOP OF CURB 1/4" = I' - 0" REVISIONS BY PLNNG HE 12-23-21 ZLPC 2 HE 02-02-22 (' q) n� o,- aE Y,_0�UN�t� p N L O' p (.0 f �--' O-p a3 °� a> L 3 ° E m c 0� L> -p—pTpNU�p� O p� C� � p � O a pp 01 NN(AOU'p C jO p O•-•- p w L o� 0� 3� U � o ov •- c � —p L3 Lpp V In �=•� a O� c O p� 0"'' -> i i U p Q p Tp ( .1 0_ j2 N U-0aC ONO7�-p U ' O 00 aap �� p0 p NtpU'pC0 c6 :3 y O W a N p c O � t� � t/j t-O o U) •- �cONOOQ6Lp0 t/1N�LO�Qp (2-0 mo-QO 0OOU ) � O O O U p, � O•� m E� LL N U O Ow 3 O wU ( T O p 000 OU p p O p U L N p N O a O tC�C��3'i 0 UpnL 2:iap•LO H 0 a-p Iw V z w Q � 0 � � 0 w ai LU U 0 C� Z F Z 0 (V 0E0 0y (p 1� o o coN Ica nnnn W 3 0 'v! _ L_U Uz Q O � C� 1LU w 0 u.i � ud Q w _z cs) (U 1LU r I �ff (m DATE $/13/2021 SCALE AS NOTED DRAWN HE JOB DANIS JOB # A3ml OF SHEET PLYWD SHEATHING MANUFACTURED ROOF TRUSS GABLE END VENT CUSTOM/PRE -F,4B CEDAR WD Ix2 LOUVERS OR EQUAL W1 ALUM WIRE MESH SCREEN BACKING m GSM FLASHING — — — 2x' EXTERIOR GRADE GABLE END FACIA rox& �0 - KNEE 5RACE ASSEMBLY 2x3 VERT 0 12 "o.c. — CON'T 2x& &x& 0 2 4 "O.c. EXTERIOR SIDING (SEE ELEVATION NOTES) 24" 21" too KNEE BRACE ASSEMBLY EXTERIOR SIDING (SEE ELEVATION NOTES) I � EXTERIOR SIDING - (SEE ELEVATION NOTES) FROM 3x3 EXTERIOR GRADE ABLE GSM FLASHING 2, 2-1/2" SEALANT, FROM TYP I 2x3 EXTERIOR GRADE n TRIM (, WATER TABLE KNEE BRACE, TAIL, CORBEL DETAILS, ETC; SCALE I" = 1' - m" PER STRUCTURAL ACCESS 5UILIDING SECTION SCALE 1/4"= 1' - o" TYP LOUVER PROFILE FACE TRIM WHERE OCCURS (SEE ELEVATION) =R BOX c 2-3/4" --N MOLDING NUM WIRE =N g GA5LE ENc) VENT NO SCALE k— KNEE ASSET' TYP LOUVER 3/4" x 3-1/2" 30 DEGREE ANGLE ROOF PLAN SCALE SIMULATED MUNTIN BAF TYP 24 PROVIDE FLASHING/DRIP CAP o WINDOW HEAD U.N.O. PROVIDED 5Y THE MANUFACTURER, TYP 5-1/2" WINDOW EXT'R GRADE TRIM/ FLAT CASING WINDOW PLYWD � UNIT SHEATHING X1 CAULKING \ PER SIDING MANUFACTURER'S SPECS 'HARDIEPLANK' LAP SIDINGS (SEE ELEVATION NOTES) X1 3-1/2" WINDOW SILL TRIM, U.O.N. ALUMIMUN CLAD WOOD WINDOWS W/ SIMULATED TRUE DIVIDED LITES/ MUNTIN EARS WITH EXTERIOR GRADE TRIM/FLAT C,46ING WINDOW L-)t I AIL SCALE 1/4" = 1' - off TYP 1/2"= 1' - o" REVISIONS BY °' 0:5 o c0003+�ooU t�0U1�-6�UN�t� E ( L (. N,= o'a�� o-v a3 mL 3c0— �L> -o�oT6(UO(D a ��(AOU�C�CC� o w O•-•- O o-0 o- L 3� U p ov �- Zn�� �-p ai N� C N pQ• j� + a (DD.-Q a O O U-0aCON :3 -6 U • � � O CO aao �� CO D NL28-oCUCfl1 o" a�vooC�'cn tj�wN�UO�•- 2 _rt•-i O o N 0 NQ o•L a-0 00wL2,o 0-5 �000 LCrt w+�N-0 C CC) +-+�+';�+7 O N O U C. ,� N•� m EiL o U o �w �c0 O+(' 31.0 _U O T co O o � O O U p o C •U-No UoON°,� a)_o:v- 00), tCE25:1 boa-oa03ao.co w U z w Q Q � a V a w � U 0 C� Z F ao c-, C 0 N � 0 U E m U N 1 fn 2 Ql U NN (3 0)76 FOO11 V O W O V / V .Z1t VJ Q N 0 V T- w-LLI W Q Q W _Z C, cs) m 1LU r I IL c� 1 m DATE SCALE AS NOTED DRAWN HE JOB DANIS JOB # SHEET A4m 1 OF SHEET EXTERIOR WALL 50TTOM OF OPENING CEILING STUDWALL 24" MINIMUM CLEAR OPENING HEIGHT FINISHED SILL HEIGHT NOT MORE THAN 44" ABOVE FINISHED FLOOi OPEF FINISHED FLOOR WINDc 20" CLR of MIN SECTION PLAN VIEW ESCAPE OR FESCUE WINDOWS FROM THE SLEEPING ROOMS SHALL �I,4vE A MINIMUM NET CLEAR OPENING OF 5-7 SQUARE FEET EMERGENCY EGRESS OPENINGS Basements in dwelling units and every sleeping room below the fourth story shall have at least one operable window or door approved for emergency escape or rescue that shall open directly into a public street, public alley, yard or exit court. The emergency door or window shall be operable from the inside to provide a full, clear opening without the use of separate tools. SEE DRAWING EMERGENCY E(3Rr=SS NO SCALE ATTIC SPACE N\/z R-30 W ALK- IN -CLOSET 18" MIN I I L J FOOTING, TYP CRAWL SPAC�EJ L I I L J 5ULDING SECTION MANUFACTURED ROOF TRUSS IRAL 12 4.5 12 MASTER BEDROOM I I L J SCALE 1/4" = 1' - m" / FOR INFORMATION NOT SHOWN HERE SEE DETAIL G MANUFACTURED SCISSOR ROOF TRUSS /ROOFING MATERIAL 12 SEE �\ ROOF PLAN FLOOR JOIST PER ,STRUCTURAL FLOOR BEAM PER STRUCTURAL C I00F F—)ET, 1ST FLOOR ROOF) SCALE ROOF PER S' MULTIPLE 2x' PLATE OR SHIM AS NEEDED A50VE D5L TOP PLATES / / / FOR INFORMATION NOT SHOWN HERE SEE DETAIL B 5-1/2'' WINDOW EXT'R GRADE TRIM/ FLAT CASING 'LU' ER TURAL WINDOW HEADER WINDOW I UNIT FLOOR BEAM PER STRUCTURAL fROOF (e 16T FLOOR ROOF) SCALE 3/4" =1' -0" 2x' WEDGE/ STRUT 1/2'' GYP 5D MANUFACTURED SCISSOR ROOF TRUSS SOLID 5LKNG WITH MIN 3.5" x 22.5" CUTOUT OPENING ONLY EVERY THIRD BAY FOR SCREENED VENT OPENING U.N.O. (SEE ROOF PLAN) \ GSM FLASHING/ _ DRIP EDGE TOP OF� PLATE METAL GUTTER 2x's EXTERIOR GRADE FACIA lx's EXTERIOR GRADE T4G5D EXTERIOR SIDING SEE ELEVATIONS 24" TYPICAL B IROOF EAVE (e 2ND FLOOR ROOF) SCALE 3/4" =1'-0" ROOF RAFTER SOLID BLKNG WITH PER STRUCTURAL MIN 3.5" x 22.5" CUTOUT ROOFING MATERIAL OPENING 6 EVERY THIRD BAY FOR SCREENED VENT OPENING U.N.C. (SEE ROOF PLAN) \ 12 SEE \ ROOF PLAN/ ELEVATION TOP OF PLATE FLOOR/CEILING FRAM IN ING/ASSEM5L Y PER STRUCTURAL 1/2'' GYP 5D GSM FLASHING/ DRIP EDGE -METAL GUTTER 2x's EXTERIOR GRADE FACIA TOP OF PLATE Ix's EXTERIOR GRADE T4G5D EXTERIOR SIDING SEE LEVATIONS 24" TYPICAL F fROOF EAVE (w 16T FLOOR ROOF) SCALE 3/4" =1' -0" 2x' a 24" C.C. ROOF RAFTER PER STRUCTURAL 2x6's NAILER— 4x12 U.C.N. HEADER w/ 'ECCQ' a POST PER STRUCTURAL 2x' -a 24O.C. ------- CEILING JOIST PER STRUCTURAL V T 4 G SOFFIT 5D 4x' OR 6 x' POST PER STRUCTURAL 14'' SQ. PREFAB WE) OR EQUAL EXTERIOR GRADE 50XED COLUMN ASSEMBLY lx' T4 G SOFFIT BD GSM FLASHING 2x's EXTERIOR GRADE FACIA 9 roxlm CORBEL EXTERIOR SIDING SEE ELEVATIONS EXTERIOR GRADE TRIM 6x& " CORBEL �0 50TTOM OF \ CEILING JOIST �4„ 'S PORCH FofRCH fROOF 'ACCUVENT' INSULATION BAFFLE AT VENT OPENING ONLY ROOFING MATERIAL SOLID BLKNG WITH MIN 3.5" x 22.5" CUTOUT OPENING ONLY6 EVERY 12 SEE THIRD BAY FOR SCREENED \ ROOF PLAN VENT OPENING U.N.C. (SEE ROOF PLAN) 12 TOPOF PLATE 2x' WEDGE/ STRUT FOR INFORMATION NOT SHOWN HERE SEE DETAIL B (AT MASTER BEDROOM) A IROOF EAVE (a 2ND FLOOR ROOF) SCALE 3/4" =1' -0" ROOFING MATERIAL / / / / / / (2)2x4 _ NAILER FOR EAVE INFORMATION NOT SHOWN SEE DET. F A4.2 EXTERIOR GRADE TRIM 2x' 6 24" o.c. ROOF RAFTER PER STRUCTURAL / / / 'LU' 2x' LEDGER 2x' 'a 2 4'' O.C. CEILING JOIST PER STRUCTURAL LU' 0 I�JI WINDOW EXT' GRADE TRIM lx' T4 G SOFFIT 51D WINDOW 4x12 U.C.N. HEADER UNIT w/ 'ECCQ' e POST PER STRUCTURAL 4x' OR &x' POST PER STRUCTURAL 14'' SQ. PREFAB WINDOW HEADER \ WD OR EQUAL FLOOR JOIST EXTERIOR GRADE PER STRUCTURAL BOXED COLUMN OfRCH fROOF SCALE 3/4" =1' -0" SCALE 3/4" =1' - 0" REVISIONS BY °' �T 3D n2 � o co0(D OOU (SOU � LULOOj o,N_0 0-p Q3 N +�•_ mL 3c0� �2) E -o�oT6�0N(n-N d oi'070U-oc(Uoc01 o w O •-'- O 0-00t3�U-oov —0L3: 0 -o�3Lvo�cn�� co: -0 2 a Ot c p N O O_ -U'> U8dO 0 +'�'UU Q O U� dC O N 7,-6 U O-O-O �� 0 o • 2,03 a Oallo0c T t5�t/j�wNNUOU• N -0 rt •— i Q),oq)W�<o�a0 -No.n2-'v�`�vvc t/1N.L0 ����,�0 n. mQO�OOU w.2 00 O N O U �• ,� N•� m 1=� �c0 O F 3 O -U >, O o 0000- 0 o 0-00 0-000F�c v-U tc��3'L°UrnZ H 0CLOt63ao•c0 W U z W Q 0� e l 0 m 1.0 J ui c� z � z � (V # cYl 1Z al 4 U r m°Cn (P cZ o ND o Cn _NC� Cn 0 2 M a� \4 0 ..7Qj L)C� W ° LU v z d �L wQ C� Q N 0 U �Z VW LU Q d wftl z LU r DATE SCALE AS NOTED DRAWN HE JOB DANIS JOB # SHEET A4m2 OF SHEET REAR ELEVATION SCALE 1/4" = 1' - 0" PER STRUCTURAL SECTION OI�II ON SCALE 1/4" = V - 0" : GRADE 4CIA, TYP TOP OF RIDGE TOP OF PLATE TOP OF CONC SLAB GRADE LEFT SIDE ELEVATION SCALE 1/4" = V - 0" FRENCH DOOR RIGHT SIDE ELEVATION SCALE 1/4" = 1' - 0" 1POSITION SHINGLE ROOFING -1ATCH w DWELLING EXTERIOR FIN16H NOTES D IEPLANK SIDING 1ATCH a DWELLING EXTERIOR FINISH NOTES) GLAZING CUSTOM FIBERGLASS - OR EQUAL GARAGE DOOR EXTERIOR FINISHES NOTES - SEE SHEET A3.1 COMPOSITION SHINGLE ROOFING TO MATCH m DWELLING (SEE EXTERIOR FINISH NOTES HARD IEPLANK SIDING TO MATCH a DWELLING (SEE EXTERIOR FINISH NOTES) GAEBLE END 12 WD VENT TOP OF RIDGE 11.51 2x6 EXTERIOR GRADE GABLE END FACIA, TYP CORBEL Li Li Li Li LLJJ TOP OF PLATE LIGHT FIXTURE PL TOP OF CONC SLAB Nv El GRADE LINE 3 FRONT E L E VAT I ON SCALE 1/4" = 1' - 0" De IDS 2 ROOF PLAN lll�-j SCALE 1/4" = 1' - 0" FLOOR PLAN SCALE 1/4" = 1' - 0" rel REVISIONS BY (' LD- a) o c0003+�ooU E o °' a) o-o .2) -o a3 a> -0-0TONU(D(n� N p-r �� p ) O a o w L O•-•- O � o� o 3-0 U :3 Up ov -o�3Lvo��n�•� 2 OQ� a Ot c N O O� a -"'' (OD> + a O U�ac ONO"7�-pU . j O o N-C c 0-0 c'U c f� a ONOOc O t�-0t/j�wNNUO�•- N _rt•-i a) ov2 �0,13u) vc t/1N�L00 (�aQO o000 —0 LCrtu)'o O N O U �. ,� N•� m E--.)iL N U O Ow O"�'' 3 o aU 2 T O o 0— 0 o o c o N O U- N a O a� o ate•°c= v�U 23'L°U0), H o av a0 3 ao'c o Iw V w Q 0 e 0 w m j U J 0 J L c� z y N # (Yi (L U r m°yi r a) .M (P o o � � M 0 2 m m a) �4 a) o � � U W O CID ' E I �'� I� Ji 1-1 V L W af U �Z �W Lu LLI C tt ^ tQn wZ_ ■ 1 "• J u r II�LL m [Q DATE SCALE AS NOTED DRAWN HE JOB DANIS JOB # SHEET OF SHEET n/ SECOND FLOOR PLAN SCALE 1/6" = I' — 0" FIRST FLOOR PLAN SCALE 1/6" = 1' — o" 1 A 13'-81lx 20'-5" = 279.0 2A 15'-0.5"x 26'-2" = 394.0 1 B 14'-31lx 0'-9" = 11.0 2B 14'-9"x 13'-5" = 197.0 1 C 19'-71lx 14'-8" = 287.0 2C 0'-5"x 4'-6" = 2.0 1 D 33'-0"x 29'-7" = 976.0 2D 17'-5.5"x 12'-0" = 209.0 1 E 0'-9"x 2'-1" = 2.0 2E 2'-0"x 8'-5" = 17.0 2F 13'-41lx 17'-5" = 232.0 2G 14'-0"x 7'-0" = 98.0 2H 14'-11.5"x 12-8" = 189.0 2J 1'-4.5"x 6'-0" = 8.0 2K 15'-4'x 2'-0" = 28.0 TOTAL AREA HABITABLE = 1,374 SF TOTAL AREA HABITABLE = 1,555.0 SF PORCH P 1 5'-41lx 6'-9" = 36.0 P2 4'-0"x 6'-0" = 24.0 P3 9'-41lx 5'-0" = 46.0 FF] 1'-0"x 4'-6" 106.0 SF = 5.0 REVISIONS BY PLNNG 0 12-23-21 HE °' co0(D ooU c6*0 -C-6� 0 N� ti CENL of CW.-5= 0-oa3°'a> m L 3 c TE -p-pT6NU�N� N a ��(noU-OC�CC Q, o w L O•-•- O C on0-53-U pov �ca>•-3c -oLLvo�cn�� �-0 (� Nq) C N 00Q• O O� 0_ (Di U.- a O 0-0 aC O (D . j Q) o 00 aao �� CO D NLCU-oCUCfn (C/l ay OO000m (n_0 .O�UO�•— N _rt•—L NQ o•L a� nvc tn0��a) 0 mo-o0= �00U LCrtw+�(nN-q C C�+�++�+�+';�+7 O N O U C. ,� N•� m 0 U 0 (nw O)�O —c 3 CO CL aU T 000O o 0- O O O C O N O U L N a O a� o a�•°,c- v�U OL 3•i�Uo�L tC�:n �oa-oa03ao•co (w V w V 0 V / vw Ol LU u 0 z E V/ CV C Z 0 N � 0 U 0 K1 (6 rL 0) u U N 0 co W o nn v! F- Lu _ � v z O� Q C� LU w 0 u �Z wW LU Q� LU Q w _z c�N and LU r DATE 8/13/2021 SCALE AS NOTED DRAWN 1..1E JOB DAN15 JOB # SHEET SF OF SHEET 4" DIAM PERFORATED PIPE w/ POP-UP EMITTER 2 ro SLOPE LINE ALL SURFACE OF WELL w/ FILTER FABRIC BACKFILL GRA56 DRAIN ROCK (1-1/2'' TO 3" DIAM) 48" MIN 61 2 ro SLOPE — — — — — — — - —� DRAIN PIPE (FROM DOWNSPOUTS) `\ 42 " MIN OR SEE PLAN VARY PER SUBDRAIN PIPE SLOPE/DEPTH SLOPE REQUIREMENT N FOUNDATION SUBDRAIN PIPE w/ MIN 1/4'' PER FOOT SLOPE STORMWATE R RETENTION WELL NO SCALE PUBLIC WORK NOTES (ADDITIONAL FROM SHEET A1.1) 1. If the location of the new sewer lateral and/or water service is at new location: — All abandon sewer laterals shall have wyes or saddles removed off the main and replace with new straight section. — All abandoned existing water services, 2—inch or below, shall be cut and cap at the existing main connection and disconnect at service saddle. Abandon valve where applicable. — All abandoned existing water services, greater than 2", shall have tees removed at main and replaced with straight pipe per City Standards and details, 2. 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 connection fees. If required, all fire 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. 3. Based on the scope of work, this a 'Type 1' 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) 4. Any work in the City right— of— way , such as placement of debris bin in street, work in sidewalk area, public easements, and utility easements, is required to obtain an Encroachment Permit prior to starting work. Porta potty's are not allowed to be placed on the City right—of—way. 5. Construction hours in the City Public right—of—way are limited to weekdays and non —city Holidays between 8:00 am and 5:00 pm for all activities (including hauling) 5. Sewer Backwater protection Certification is required for the installation of any new fixture per Ordinance No.1710. The Sewer Backwater Protection Certificate is required prior to the issuance of Building Permit. 6. Erosion control Plan is required to submit during the Building Permit application process. The plan shall include, but not limited to, delineation of area of work showing primary and secondary erosion control measures, protection of creek or storm drain inlets, perimeter controls, protections of construction access poits, and sediment control measures, 7. It is the responsibilty of the Owner and/or Contractor to notify Underground Service Alert (USA) at least 48 hours before the start of of any excavation work. 8. All work within City right—of—way shall comply with Standard and Details. Standard details are available at: https:/www.burlingame.org/departments/public works/city standard detail.php 9. The project shall comply with the City NPDES permit requirements to prevent storm water pollution. All construction work shall be done in accordance with the most current APWA—AWC Standards Specifications for Public Works construction, the California Stormwater Quality Association's Stormwater Best Management Practice Handbook and the City of Burlingame Stormwater Management and Discharge Control Ordinance (Municipal Code Chapter 15.14). A copy of the Stormwater Construction Best Management Practices can be found at http:/www.flowstobay.org/brochure. Upon completion of the work, all storwater protection measures shall be entirely removed and the right—of—way shall be left in as presentable a condition as existed before work is started. 10. No structure shall be built into City's right—of—way. This includes all existing. RETURN DRIVEWAY CONCRETE UNIT PAVERS PERMEABLE (SAND/ROCK BASE) (E) GARAGE/ ACCESSORY TO BE REMOVED (683 SF) FINISH ELEVATION FOR PAVER (N) WD FENCE -s FL, TYP MAX 6'-0" HIGH PLUS 12'' WD LATTICE DRIVEWAY WD GATE (WIDTH=9'-6") ' TO MATCH HEIGHT OF THE FENCE I NOTE: PROVIDE A KNOX KEY SWITCH CONNECTED TO THE GATE TO ALLOW FOR FIRE DEPARTMENT EMERGENCY ACCESS IF AN ELECTRONIC GATE IS INSTALLED (E) 9" NON -FRUIT PEAR TREE TO BE REMOVED (E) SERIES OF TALL SHRUBS TO BE REMOVED TYP V1 OWNER. ..., — 7 1■ �1► II II II II II II II II II II II II II II WI=IIIIIIIIIIIIIIIINNE I ■ IIINENEE■ �■■ 11��■ 1 !I �I (N) WD FENCE s PL, TYP MAX 6'-O" HIGH PLUS 12'' WD LATTICE 1 T 1■�1��� 1l MW II • ..LL VliLM ♦♦. 10 �1.I1 �, INJCURBCUT (SEE PUBLIC WORKS (E) STREET NOTES THIS SHEET TREE `r � W W W W W W W W�=JW W W y W y W y W il"y4p.-• - W- W- W r✓i� T� oa W W .. (E) SIDEWALK (E) GROUNDCO (RIVER STONE) TO REMAIN 01% -IM AL IL■■ 0—` i w 0-1. AL w 50' RIGHT OF WAY (E) STREET TREE LANID5CAPING PLAN SCALE 1/8" = 1_0 (E) +-20" CLUSTEREDTREE TO BE REMOVED 'LIGUSTRUM LUCIDUM' PAT 10 CONCRETE UNIT PAVERS PERMEABLE (SAND/ROCK BASE) (E) ONE-STORY RESIDENCE —TO BE REMOVED (1,361 SF) WALKWAY CONCRETE UNIT PAVERS PERMEABLE (SAND/ROCK BASE) (E) ADJACENT RESIDENCE 126 STANLEY ROAD (N) WD GATE TO HE IGHT OF THE FENCE RETENTION WELL —(SEE SITE PLAN) DETAIL 2/L1 LANDSCAPING / PLANT LIST TREES SYMBOL BOTANICAL NAME COMMON NAME QTY SIZE/SPACING GROWTH RATE A Laurus Nobilis Saratoga (Std) Grecian Laurel 1 24 box Moderate B Prunus Carolimana Carolina Laurel 1 24 box Fast C Lagerstroemia Indica Myrtaceae Crape Myrtle 1 24 box Slow D kX 1 EXISTING TREE/ TALL BUSH TO BE REMOVE SHRUBS/PERENNIALS 1 Aeonium Hawrthii Succulent 'Pinwheel' 2 Aeonium Hawrthii Succulent 'Kiwi' 3 Aeonium Arboreum Zwartkop Succulent 'Black Rose' 4 Aeonium Succulent 'Mint Saucer' 5 Aeonium Succulent 'Mardi Gras' 6 Echeveria Succulent 'Echevaria' varieties 7 Kalanchoe Succulent 'Kalanchoe' varieties VINES V 1 Gelsemium sempervirens 'Espalier' GROUND COVER G 1 Dymondi a M argaretae LAWN L 1 Artificial Turf Carolina Jessamine Silver Carpet LANDSCAPING / PLANTING NOTES: 1. Landscape Contractor shall verify plant and sod quantities prior to submitting bid for work. 2. This plan is not a survey or construction document. It is provided for conceptual purposes and should be used for planning purposes. 3. Work within the right of way (R.O.W.) is subject to inspection and approval by the City. If required obtain Encroachment Permit from Public Works Department prior to work within the right of way. The work includes landscaping in the right of way, new curb drains, parking strips and driveway curbcut. 4. Rough grading and final grading shall be performed bt the Landscape Contractor. Finish grades shall be provided a positive drainage away from structures and shall be properly installed to prevent any standing water. concrete and hardscpe shall have a minimum grade of 2% unless noted otherwise. 5. All planting areas shall be covered with a layer of bark mulch to a minimum depth of 2" with a chip size on not less than 1 ". A 2" layer of greenwaste mulch under the bark mulch is recommnended. 6. Soil ammendments shall be used as necessary. Soil ammendment shall be free of debris, rocks larger than l" diameter will not be permitted. Soil ammendments are not permitted in typical native plant native areas. 7. Planting holes shall be generally be 2x-3x the size of the root ball. The walls and bases of plant holes shall be scarified. Holes shall be backfilled with organic compost and 95% existing soil. Planting holes of native plant material should be inoculated with mycorrhizal fungi per manufacturer's specs. 8. Trees shall be stake with two pressure treated 2" diameter poles. Tree trunk shall be secured with two rubber ties or straps forming a figure eight between trunk and stake. 9. Lawn shall not be installed on slopes greater than 25%. All turf areas shall be fertilized at time of installation. JOINT FILL AGGREGATE (No. (5, S OR SS) CONCRETE UNIT PAVERS 2-3/a" MIN THICKNESS CAST -IN -PLACE CONC EDGE SEE NOTES BELOW (MIN 4" WIDE) MORTAR OR POLYMER I" TO 2" BEDDING COURSE/STONE ADHERED PAVERS TOP (No. (5) MIN 10'' THK COMPACTED DRAIN BASE ROCK/STONE (No. 5-1) SEE NOTES BELOW GEOTEXTILE MIN 2" - ����� (IF REQUIRED) UNCOMPACTED NATIVE SOIL SUBGRADE CONCRETE UNIT PAVERS PERMEABLE INTERLOCKING CONCRETE PAVEMENTS (PICP) MANUFACTURED BY 'BELGARD' AQUALINE SERIES OR EQUAL AS PER OWNER SELECTION. TO BE INSTALLED AS PER MANUFACTURER'S SPECS AND RECOMMENDAT IONS 3 PERMEABLE CONC UNIT PAVER L1 NO SCALE 5 gallons Flats 682 SF fast Moderate NOTES- - FOR PEDESTRIAN APPLICATION THE BASE RESERVOIR 15 A MINIMUM OF 6" - CAST -IN -PLACE CONC CURB CAN BE WITHOUT PAVERS ON TOP. IN SUCH CASE CURB SHOULD BE LEVEL WITH CONCRETE PAVER FIELD REVISIONS BY ZLPLNNG 12-23-21 HE °' n7t_5 .� o co0a>3+ (D coo U tULa>(q C = 0 aD(n+ .- La)�ova3°�a> m L 3 c o� ° L>� 'OOOT6W1N�� a) a >��� �3�vo�cn�� 0C: 0 C L— o (D-L U� O O + a N O (D0- U� dC O N . 5.00p-O.2u)�0O a)t�UpCUCf� � y '" a O N O C) c t/1 �j�wa)NUO�•— �N5(2->,d-0) t�O.LO2����0 m_J:( OU y--'� LCrt w+�a) N� y., � � L O a) O U ". , a)•, -3o002)>, 0 0 0 O U 0 0 0 -00N00-0o_ O a� o E 33'L ct v�U tc��°Urns H oa_0a03ao•Co W � Q 0. e (D 0 m j U J 0 LU cv c� Z Y Z (V # (Yi 5 al < E U r r) ° C� rT ( , � . O 0 Cn Cn U W ° C� LIJ F_ >� _ LU V d �n LU W d< U �T- WW LU d< LIJ (A WZ Lld) m� LU r DATE 5/13/2021 SCALE AS NOTED DRAWN HE JOB DANIS JOB # SHEET L I OF SHEET Stormwater Checklist for Small Projects City Burlingame 501 Prrimrose Road ;a Municipal Regional Stormwater Permit (MRP) Burlingame, CA 94010 Pm"Om�'mVm Stormwater Controls for Development Projects 650-558-7230 burl ingame.org/stormwaterdevelopment Complete this form for stand-alone single family home projects of any size that are not part of a larger project; or for projects in the following categories that create and/or replace less than 5,000 square feet of impervious surface: restaurants, retail gasoline outlets, auto service facilities' and parking lots (stand-alone or part of another use); or for any other type of project that creates and/or replaces less than 10, 000 square feet of impervious surface. A. Project Information A.1 Project Name: New 2 story Dwelling w/ Detached Garage A.2 Project Address: 132 Stanley Drive A.3 Project APN: 029-282-230 B. Select Appropriate Site Design Measures B.1 Does the project create and/or replace 2,500 square feet or more of impervious surface 2? El Yes ®No ➢ If yes, and the project received final discretionary approval on or after December 1, 2012, the project must include at least one of the Site Design Measures listed below in section a through f.3 Fact sheets regarding site design measures a through f maybe downloaded at www.flowstobay.ora/newdevelopmentfters ➢ If no, or the project received final discretionary approval before December 1, 2012, the project applicant shall be encouraged to implement appropriate site design measures4 from the list below, which may be required at municipality discretion. Consult with municipal staff about requirements for your project. 13.2 On the list below, indicate whether each site design measure is included in the project plans and the plan sheet number: Included in plans? Yes No Sheet No. Site Design Measure 04 a. Direct roof runoff into cisterns or rain barrels and use rainwater for irrigation or other non -potable use. b. Direct roof runoff onto vegetated areas. 11 c. Direct runoff from walkways, and/or patios onto vegetated areas. d. Direct runoff from driveways and/or uncovered parking lots onto vegetated - areas. (` e. Construct sidewalks, walkways, and/or patios with permeable surfaces. i f. Construct bike lanes, driveways, and/or uncovered parking lots with permeable surfaces. ("j X g. Self -treating area (see Section 4.2 of the C.3 Technical Guidance) El h. Self -retaining area (see Section 4.3 of the C.3 Technical Guidance) 1 See Standard Industrial Classification (SIC) codes here. 2 Complete the C.3/C.6 Development Review Checklist if the project is not an individual single family home, and it creates and/or replaces 10,000 square feet or more of impervious surface; or if it is a restaurant, retail gasoline outlet, auto service facility, or parking lot project that creates and/or replaces 5,000 square feet or more of impervious surface. 3 See MRP Provision C.31 4 See MRP Provision C.3.a.i.(6). Last modified 117119 Stormwater Checklist for Small Projects C. Select appropriate source controls (Encouraged for all projects, may be required at municipal discretion. Consult municipal staff.5) Are these Features that require source Source control measures Is source control features in project? control (Refer to Local Source Control List for detailed requirements) measure included in project plans? measures Plan Yes No Yes No Sheet No. 1771. ': Storm Drain ■ Mark on -site inlets with the words No Dumping! Flows to Bay or equivalent 171 19 X Floor Drains ■ Plumb interior floor drains to sanitary sewer [or prohibit]. 177 CIS': Parking garage ■ Plumb interior parking garage floor drains to sanitary sewers i® ❑ Landscaping ■ 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. r- Pool/Spa/Fountain ■ Provide connection to the sanitary sewer to facilitate draining.6 F7 �jS': Food Service Provide sink or other area for equipment cleaning, which is: 1771 Equipment ■ Connected to a grease interceptor prior to sanitary sewer discharges (non- ■ Large enough for the largest mat or piece of equipment to be cleaned. residential) ■ Indoors or in an outdoor roofed area designed to prevent stormwater run-on and run-off, and signed to require equipment washing in this area. Refuse Areas ■ Provide a roofed and enclosed area for dumpsters, recycling containers, etc., )I designed to prevent stormwater run-on and runoff. ■ Connect any drains in or beneath dumpsters, compactors, and tallow bin areas serving food service facilities to the sanitary sewers Outdoor Process ■ Perform process activities either indoors or in roofed outdoor area, designed E.I. (X Activities' to prevent stormwater run-on and runoff, and to drain to the sanitary sewers X Outdoor ■ Cover the area or design to avoid pollutant contact with stormwater runoff. Equipment/ ■ Locate area only on paved and contained areas. Materials ■ Roof storage areas that will contain non -hazardous liquids, drain to sanitary Storage sewers, and contain by berms or similar. Vehicle/ ■ Roofed, pave and berm wash area to prevent stormwater run-on and runoff, 177.1 0 Equipment plumb to the sanitary sewers, and sign as a designated wash area. Cleaning ■ Commercial car wash facilities shall discharge to the sanitary sewers El X Vehicle/ ■ Designate repair/maintenance area indoors, or an outdoors area designed to Equipment prevent stormwater run-on and runoff and provide secondary containment. Do Repair and not install drains in the secondary containment areas. Maintenance ■ No floor drains unless pretreated prior to discharge to the sanitary sewer. 6 ■ Connect containers or sinks used for parts cleaning to the sanitary sewer. 6 Fuel ■ Fueling areas shall have impermeable surface that is a) minimally graded to Dispensing prevent ponding and b) separated from the rest of the site by a grade break. Areas ■ Canopy shall extend at least 10 ft. in each direction from each pump and drain away from fueling area. Loading Docks ■ Cover and/or grade to minimize run-on to and runoff from the loading area. ■ Position downspouts to direct stormwater away from the loading area. ■ Drain water from loading dock areas to the sanitary sewers ■ Install door skirts between the trailers and the building. Fire Sprinklers ■ Design for discharge of fire sprinkler test water to landscape or sanitary sewers I C.Miscellaneous ■ Drain condensate of air conditioning units to landscaping. Large air Drain or Wash conditioning units may connect to the sanitary sewers Water ■ Roof drains shall drain to unpaved area where practicable. ■ Drain boiler drain lines, roof top equipment, all washwater to sanitary sewer 6. ❑' F7 Architectural ■ Drain rinse water to landscaping, discharge to sanitary sewer 6, or collect and 17 Copper dispose properly offsite. See flyer Requirements for Architectural Copper. 5 See MRP Provision C.3.a.1(7). 6 Any connection to the sanitary sewer system is subject to sanitary district approval. 7 Businesses that may have outdoor process activities/equipment include machine shops, auto repair, industries with pretreatment facilities. 2 Last modified 117119 Stormwater Checklist for Small Projects D. Implement construction Best Management Practices (BMPs) (Required for all projects.) DA Is the site a High Priority Site ?A46nicipal staff will make this determination; if the answer is yes, Yes No the project will be referred to construction site inspection staff for monthly stormwater inspections during the wet season - October 1 through April 30.) ( HigWriority Sites requirea grading permit, are hillside projects [defined starting 7/1/16 as disturbing >= 5,000 sq.ft. of land area and a slope based on municipal criteria or map or >=15%] are adjacent to a creek, or are otherwise high priority for stormwater protection during construction per MRP Provision C.6.e.11(2).) D.2 All projects require appropriate stormwater BMPs during construction - indicate which BMPs are included in the project, below. Yes No Best Management Practice (BMP 19. Attach the San Mateo Countywide Water Pollution Prevention Program's construction BMP plan sheet to project plans and require contractor to implement the applicable BMPs on the plan sheet. I® Temporary erosion controls to stabilize all denuded areas until permanent erosion controls are established. 101. Delineate with field markers the following areas: clearing limits, easements, setbacks, sensitive or critical areas, buffer zones, trees to be protected and retained, and drainage courses. Provide notes, specifications, or attachments describing the following: ■ Construction, operation and maintenance of erosion and sediment controls, include inspection frequency; ■ Methods and schedule for grading, excavation, filling, clearing of vegetation, and storage and disposal of excavated or cleared material; ■ Specifications for vegetative cover & mulch, include methods and schedules for planting and fertilization; ■ Provisions for temporary and/or permanent irrigation. Perform clearing and earth moving activities only during dry weather. Use sediment controls or filtration to remove sediment when dewatering and obtain all necessary permits. Protect all storm drain inlets in vicinity of site using sediment controls (e.g., berms, socks, fiber rolls, or filters.) Trap sediment on -site, using BMPs such as sediment basins or traps, earthen dikes or berms, silt fences, check dams, compost blankets or jute mats, covers for soil stock piles, etc. Divert on -site runoff around exposed areas; divert off -site runoff around the site (e.g., swales and dikes). Protect adjacent properties and undisturbed areas from construction impacts using vegetative buffer strips, sediment barriers or filters, dikes, mulching, or other measures as appropriate. Limit construction access routes and stabilize designated access points. No cleaning, fueling, or maintaining vehicles on -site, except in a designated area where washwater is contained and treated. Store, handle, and dispose of construction materials/wastes properly to prevent contact with stormwater. 10' C11 Contractor shall train and provide instruction to all employees/subcontractors re: construction BMPs. Control and prevent the discharge of all potential pollutants, including pavement cutting wastes, paints, concrete, petroleum products, chemicals, washwater or sediments, rinse water from architectural copper, and non-stormwater discharges to storm drains and watercourses. Name of applicant completing the form: Hector EStipona Signature: f/4,;", Est Date: 01-05-2022 E. Comments (for municipal staff use only): F. NOTES (for municipal staff use only): Section A Notes: Section B Notes: Section C Notes: Section D Notes: Last modified 117119 REVISIONS BY a '-: o U C 0 0 3� (D > U1 U ° � � U L N U1 ���� (D E - cn-- -0 U >1° N U N 0-0 N v1 N 0 U U -° C j O O C N_0 0 -U OU M U,-' - U U Ul U � �-0 N 0Q'U� O C) �"� �> U� N O 0-.o i U U N To °-,a� o C)U a cLC C)N C)�a C CO 00 °-�.0 +' U N C U -0 C U C U7 N (!7 Cn 000�O000,O -0 � oC)ID Cl) o o° U N ° in U)- U1 U U U (n (n -0 C `nUc��=o ° n� ,n O-Q ° C 0 N CDO N U O O� UL C CO O N O UCn , 0� �D iL N U o (n O U C +' C)a o 0 o C ° a o a 0 O N-00 U OTC+. C U=U Cn U CLO Q0 3 a U'i 0 W V W 0 01 j U J 0 J w c� z IL- (V # m m d 0 r C()° C6 r CD M o oL,) 0 � � �4 C5 o U V/ W O LU E _ � V d () LU W 01 d U �W �ZTL L Q d.4 W Z C- m 1.0 r rm al DATE 5/13/202 j SCALE AS NOTED DRAWN HE JOB DANIS JOB # SHEET SWC OF SHEET LEGEND - - -200- - EXISTING CONTOUR LINE -- 200--- NATURAL GRADE CONTOUR LINE O FOUND CITY MONUMENT BOX, OR AS NOTED BOUNDARY OF PROPERTY SURVEYED () RECORD INFORMATION CENTERLINE 0 CURB INLET - - CURB LINE DRIVEWAY APRON 0-0 ELECTROLIER x x x FENCE � FIRE HYDRANT ® FLAT GRATE INLET - - O.H. PWR OVERHEAD POWER LINE O.H. TEL OVERHEAD TELEPHONE LINE ss SANITARY SEWER LINE O SANITARY SEWER MANHOLE o SANITARY SEWER CLEANOUT SIGN so STORM DRAIN LINE O STORM DRAIN MANHOLE o UTILITY BOX -0- UTILITY POLE w WATER LINE 1H WATER METER x WATER VALVE EM ELECTRIC METER wH WATER HEATER © GAS LOT 24 R2 FOUND 4" IRON PIPE W/ PLASTIC PLUG "RCE 20858" 13" TREE-\ 10" TREE ELEV. 19.89� EX. HOUSE I 14V. 19.96 FF 20.01 I I LFF 1.31' o 6 r 00 -4- cn 2 �� X EX. GAS METER w 0 EX. ELECTRIC METER-\ x w z 0 W 10 30 50 0 20 40 GRAPHIC SCALE 1 " = 10' 21" CLUSTERED TREE 6" TREE ' IGUSTRUM LUCIDUM' a a a a a ELEV. 20.88 BASIS OF BEARINGS 0 0 E .00 _ _ _ S41°30 00 E 50.00_ _ _ _ _ _ _ S41°30 00_E 50.00 _ _ _ THE BEARING NORTH 41°30 00 WEST OF THE CENTER LINE OF STANLEY ROAD AS D�p� LAND x x x- x SHOWN ON THE RECORD OF SURVEY FILED FOR RECORD IN VOLUME 39 OF PAGE 90, SANTA CLARA COUNTY RECORDS, AND AS FOUND MONUMENTED, WAS TAKEN AS �`' PORFIRIO X THE BASIS OF BEARING FOR THIS SURVEY. C OSCAR OSUNA o b I I No. 8921 * Exp. 9-30-22 OF CAV\FO� r 20 If" 26" CLUSTER D TREE(f%deow �•I•wo.i Q 'LIGUSTRUM L CIDUM' IX I I PORFIRIO OSCAR OSUNA ELEV 20.90 PLS 8921 EXP. 9-30-22 14" TREE/B SH o I � X REFERENCES: R2 RECORD OF SURVEY 39-LLS-99 EX. FOUNTAIN WATER L I EX. WOOD DECK +,� LOT 23 R2 APN NO.: 029-282-230 LOT GROSS AREA: 5,750± SF EX. HOUSE FF 21.58 EX. BRICK PORCH / Q }�°"� EX. RICK WALKWAY - co Q � rn Y U m PLANTER w EX. P�TER N41°30'00"W 103.00' 12.30' x I 9" TREE ELEV. 19.96 SERIES OF TALL ° PRIVACY SHRUBS w X O ELEV. 19.84--\ . (--I / EX. BUILDING - .43' o EX. 1'X1' FLATE GRATE INLET Ln z rC) LOT 22 A-Tc�n/-9" TREE R2 U /--9" TREE tK ELEV. 20.56 7. 1" EX. ALL PRIVACY SH UBS/HEDGES 0 0 �o oELEV. 2C.48 N41 °30'00"W 50.00' N41 °30'00"W 50.00' tCD I� 0 0 0 r cocn LOT 21 R2 N41°30'00"W 50.00' BENCH MARK DESCRIPTION: ASSUMED BENCHMARK, MAG NAIL ON STREET, NEAR THE WESTERLY CORNER OF LOT AS SHOWN: I PROJECT BENCHMARK 19.51' to 0 I� 0 0 r 00 cn - ✓ „ p ti 11 TREE 8 TREE EX �SIDEW4ALP4 �, EX. WATER METER a ESTIMATED SEWERL FW ELEV. 19.21 EX-TC 19.14 EX-TC 19.68 EX-TC 19.81 EX-TC 19.94 EX\-T-C20-.04 EX-TC 20.44 EX -FL 19.07 EX -FL 19.22 EX -FL 19.34 EX -FL 19.45 EX -FL 19.57 BENCHMARK: STANLEY ROAD ELEV. 19.51' ss ss 66 ss MAG AAI L 6e _ - EX. SSMH ELEV. 20.20 EX. POWER POLE EX. POWER POLE APN ASSESSOR'S PARCEL NUMBER BM BENCH MARK CATV CABLE TELEVISION OVERHEAD D CURVE DELTA DRWY DRIVEWAY IDS DOWNSPOUT FF FINISH FLOOR FL FLOW LINE ELEVATION GFF GARAGE FINISH FLOOR IP IRON PIPE L CURVE LENGTH R# REFERENCE DOCUMENT M-M MONUMENT TO MONUMENT O.H. PWR OVERHEAD POWER LINE O.H. TEL OVERHEAD TELEPHONE LINE PCL PARCEL P.M. PARCEL MAP PTN PORTION R RADIUS SD STORM DRAIN SS SANITARY SEWER TC TOP OF CURB ELEVATION TEMP. TEMPORARY PUE PUBLIC UTILITY EASEMENT WILE WATER LINE EASEMENT NOTES: 1. DISTANCES AND DIMENSIONS ARE SHOWN IN FEET AND DECIMALS THEREOF. 2. THE DISTINCTIVE BORDER LINE DENOTES THE BOUNDARY. 3. TREES SPECIES NAMES ARE APPROXIMATE, AND LABELED BY THEIR COMMON NAME TO THE BEST OF OUR KNOWLEDGE. IT IS NOT BASED ON AN ARBORIST REPORT. 4. TOPOGRAPHY SHOWN ON THIS MAP REPRESENTS THE SURFACE FEATURES ONLY. 5. UNLESS SPECIFIED ON THIS MAP, LOCATIONS OF THE UNDERGROUND AND OVERHEAD UTILITIES ARE NEITHER INTENDED NOR IMPLIED. FOR THE LOCATIONS OF UNDERGROUND UTILITIES CALL "USA" (1-800-642-2440). 6. BUILDING FOOTPRINTS ARE SHOWN AT GROUND LEVEL. 7. FINISH FLOOR ELEVATION TAKEN AT DOOR THRESHOLD (EXTERIOR). 8. A TITLE REPORT FOR THE SUBJECT PROPERTY HAS NOT BEEN EXAMINED BY OSUNA ENGINEERING, INC. OTHER EASEMENTS OF RECORD MAY EXIST THAT ARE NOT SHOWN ON THIS MAP. d c °O o � U 14 Z E- `c w L � Z �> > > 0 c � o c LU '�. z g F- o LU Z � Z N a C w z to Z PO "' W a w of U hi � Z `n o� � N Z J U M Li \1 O w N m0 < N g N I o "' i Lu Q / Q z � Q O o O cl-j O CU 0f C-� U = W 00 CV J 0-) O Q Of H Z CD Cn Z O cN Q a - 0- ILL, O o_ N � W � � d z J N •L m a SHEET 2 OF 2 SHEETS