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HomeMy WebLinkAboutReso - PC - 2024-05.28-8A, DocuSig-n En!.iope lD: AC170CDE-A0F3-4E05-AOEA-194E94DE8274 RECOROING REQUESIED BY Planning Department City of Burlingame WHEN RECORDED i/AIL TO COMI\,lUNITY DEVELOPI\4ENT DEPARTMENT CITY OF BURLINGAME 501 PRII\i ROSE ROAD BURLINGAI\,IE, CA 94010 2024-rJ417A2 2.24 pm OEiill2 )24 R'l Fee: NO FE: Courrt ot Pages 4 Eecorded in Olticial Reccds County ol Se,'t li.ieo MarkChur(.1 asses6or-Counly C16rk-Recoiei il*$,ll llilt iil! Iliilll tl li!llrrllRrr001L89/,I 8 3s Resolution No 2024-05.28-84 124 BLOOIUFIELD ROAD APN 029-273-230 TITLE OF DOCUMENT I hereby certify this to be a full, true and conect copy ofthe document it purports to be, the original of which is offrce Date: June 7 2024 TY B[.i itl I {;;!{yfiL ATEO t,UNE ,4 Ruben Hurin, lnteim Community 2.Ht=*- RESOLUTION APPROVING CATEGORICAL EXEMPTION AND DESIGN REVIEW RESOLVED, by the Planning Commission of the City of Burlingame that: WHEREAS Review for a Categorical Exemption has been prepared and application has been made for Desiqn a new. two-sto rv sinqle-unit dwellino and d ached oaraoe at 124 Bloom field Road. zoned R-1 . Paul Deza n and Rita Cai. orooertv ow n ers APN 029-273-230: WHEREAS, said matters were heard by the Planning Commission of the City of Burlingame on Mav 28th, 2024. al which time it reviewed and considered the staff report and all other written materials and testrmony presented at said hearing: NOW, THEREFORE, it is RESOLVED and DETERMINED by this Ptanning Commission that: 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. 3. lt is further directed that a certified copy of this resolution be recorded in the official records of the Chairperson aV..i F,i lr t,T),!ft1 i i-(L.Y>, Secretary of the Pl nrng mission of the City of Burlingame, do and adopted at a regular meeting of the he following vote: hereby certify that the foregoing resolution was i roduced Planning Commission held on the 28th dav of May. 2024 by t 124 BLOO FTELD RD - RESO 202a{t5.28{AAYES: COIAROTO,LOWENTHAL SCHIID, SHORES, TSENOES: NO|E ABSENT HORAT{ RECUSED: PFAFF ry 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 Sectlon 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. 1 2. County of San Mateo. EXHIBIT "A" Conditions of Approval for Categorical Exemption and Design Review '124 Bloomfield Road Effective June 7, 2024 Page '1 1 that the project shall be built as shown on the plans submitted to the Planning Division date stamped May 15,2024, sheets A.1 through A.8, N.1, AC. L.1, and Topographic Survey; that the windows shall be aluminum clad wood windows with simulated true divided lites; that the staiMay window along the right side of the house shall contain permanen y etched frosted glass; that the property owner shall be responsible for tmplementing and maintaining all tree protection measures as deflned in the arborist report prepared by Kielty Arborast Services, dated January 15, 2024., required tree protection zones (fencing) shall be installed prior to any demolition or construction; 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 lo 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 of the roof not visible from the streett and that these venting details shall be included and approved in the construction plans before a Building permit is issued: 2 3 4 5 6 7 8 I 10 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 Un jform Fire Codes, in effect at time of building permit submittal, as amended by the City of Burlingame; 11. 12. Conditions of Approval for Categorical Exemption and Design Review {24 Bloomfield Road Effective June 7, 2024 Page 2 13 15 THE FOLLOWNG CONDITIONS SHALL BE MET DURING THE BUILDING INSPECTION PROCESS PRIOR TO THE INSPECTIONS NOTED IN EACH GONDITION: that prior to scheduling the foundation inspection, a licensed surveyor shall locate the property corners, set the building footprint and certify the first-floor elevation of the new structure(s) based on the elevation at the top of the form boards per the approved plans; this survey shall be accepted by the City Engineer; that prior to scheduling the framing rnspection 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. EXHIBIT "A" 14. 16. 124 BLOOMFIELD ROAD, BURLINGAME, CA A,,PoNs:029-273-230 DESIGN DATA PROJECT DATA SHEET INDEX PROJECT DIRECTORY 2022 CALIFORNIA BUILDING CODE 1. SITE ADDRESS: 124 BLOOMFIELD ROAD ARCHITECTURAL FROFERT'I' OWNER; 2022 CALIFORNIA MECHANICAL CODE BURLINGAME, CA 94010 2022 CALIFORNIA PLUMBING CODE 2 APN: 029-213-230 A.1 COVER SHEET MR. PAUL pEZAN MS. RITA CAI 2022 CALIFORNIA ELECTRICAL CODE 2022 CALIFORNIA ENERGY COD 3. TYPE CONSTRUCTION FOR: A.l.a AR50RI5T REPORT A.1.d ARBORIST REPORT 124 BLOOMFIELD ROAD BURLINGAME, CA 94010 2022 CALIFORNIA RESIDENTIAL CODE NG AND GARAGE: TYPE V-N DWELLINE OCCUPANCY GROUP FOR DWELLING-R-3 A.l.c ARBORI5T REPORT U A.l.d ARBORIST REPORT ALL OTHER STATE AND LOCAL ORDINANCES AND REGULATIONS OCCUPANCY GROUP FOR GARAGE: 4.1.6 AR50RI5T REPORT ARCHITECTURAL:4. ALL STRUCTURAL DESIGN DATA AS PER CBC SECTION 1603 SITE AREA: �,8a3.00 SF A.2 SITE DEMOLITION PLAN JAMES CHU ALL CONSTRUCTION AS PER CBC TABLE �01. TYPE V. 5. MAX. COVERED FLOOR AREA ALLOWED: 4,022.5G, 5F 4.2.1 SITE DEVELOPMENT PLAN CHU DESIGN ASSOCIATES INC. ADOPTION OF THE 2022 EDITION OF THE CALIFORNIA STATE BUILDING CODES, TITLE 24, (32510 + 1,100 + 400 5F FOR GARAGE) A.3 PROPOSED MAIN AND UPPER FLOOR PLAN 210 INDUSTRIAL RD., SUITE 205 CALIFORNIA CODE OF REGULATIONS WAS MANDATED BY AB 4616 AND 55 2511, EFFECTIVE 6. MAX. LOT COVERAGE ALLOWED (40io): 3,153.20 5F ,4PROPOSED FRONT AND RIGHT ELEVATION 5AN CARLO5, CA 94010 JANUARY 1, 2022. THE FOLLOWING LOCAL AMENDMENTS TO THE CALIFORNIA STATE BUILDING 4.5 5 PROPOSED REAR AND LEFT ELEVATION TEL. (650) 345-92a(o, EXT. 1001 CODES WERE FILED WITH THE OFFICE OF HOUSING AND COMMUNITY DEVELOPMENT. 1, PROPOSED FLOOR AREA= FAX: (650) 345-92al (N) PROPOSED FIRST FLOOR 1920.50 SF A.6 ADU FLOOR PLAN AND ELEVATIONS EMAIL: Jame5echude5i ncom g ENTIRE RESIDENCE, CRAWL SPACE AND ATTIC SHALL BE PROTECTED BY AUTOMATIC (N) PROPOSED SECOND FLOOR 1,552,00 5F 14.E GARAGE FLOOR PLAN AND ELEVATIONS FIRE -EXTINGUISHING SYSTEM NFPA 13-D STANDARD. (N) FRONT PORCH 195.50 5F - 200 5F 0 5F A3 BUILDING SECTIONS CIVIL 51JRVE'i: GENERAL NOTES: (N) GARAGE 54(o.00 5F NJ CONSTRUCTION BMP 1, ALL DETAILS, MATERIALS, FINISHES AND ASSEMBLIES ARE NOT NECESSARILY SHOWN. THESE (N) ADU (a50 MAX. ADU FAR) - 550 5F - 0 5F AC FLOOR AREA CALCULATIONS (PLANNING SET ONLY) QUIET RIVER LAND SERVICES, INC. FINAL FINISH DETAILS INCLUDING CASEWORK AND MATERIAL SELECTIONS WILL BE 6l4l SIERRA COURT, SUITE K (N) TOTAL FLOOR AREA 4,01,5 50 5F < 4,022.56 5F COORDINATED BY THE OWNER. DUBL IN, CA 945(oa 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE UNIFORM BUILDING CODE, (N) FLOOR AREA RATIO: 50-95 % LANU5C,AFE TEL: (925) 134-(olaa APPLICABLE EDITION, AND ALL OTHER PERTINENT CODES, LAWS AND REQUIREMENTS OF THE L.1 LANDSCAPE PLAN LOCAL BUILDING OFFICIALS, WHETHER OR NOT SPECIFICALLY SHOWN ON THESE DOCUMENTS. THESE DOCUMENTS ARE NOT INTENDED TO SHOW EVERY DETAIL OR CONDITION. MANY DETAILS a. LOT COVERED AREA- INCIVIL IN RESIDENTIAL CONSTRUCTION ARE BUILT ACCORDING TO PROFESSIONAL CONSTRUCTION (N) FIRST FLOOR 1,920.50 5F PRACTICES, AND ARE THEREFORE NOT DETAILED IN THESE DOCUMENTS. CONTACT CHU DESIGN (N) GARAGE 546,00 5F 5U.1 BOUNDARY & TOPOGRAPHIC SURVEY A55OCIATE5 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, (N) FRONT PORCH 195.50 5F ACCORDING TO THE PREVAILING STANDARDS OF THE INDUSTRY FOR EACH TRADE. (N) ADU - a50.00 5F NOT INCLUDED 0 5F 3. THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, SUPERVISION AND (N) TOTAL FLOOR AREA 2,662.00 5F < 3,153.20 5F CLEAN-UP TO ACCOMPLISH ALL OF THE WORK SHOWN, INCLUDING ALL WARRANTIES AND (N) LOT COVERAGE RATIO: 33.11 is INSTRUCTIONS, TO PROVIDE A COMPLETE WORKING INSTALLATION, AND TO LEAVE THE OWNER WITH AN APPROVED PRODUCT, 4. CONTRACTOR SHALL ASSUME COMPLETE AND SOLE RESPONSIBILITY FOR MEANS AND METHODS OF CONSTRUCTION, AND FOR ALL SAFETY MEASURES TO PROTECT ALL PROPERTY, PERSONNEL AN[) THIRD PARTIES FROM DAMAGE OR INJURY. THIS RESPONSIBILITY SHALL BE CONTINUOUS AND NOT SOLELY DURING WORKING HOURS. CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD HARMLESS CHU DESIGN ASSOCIATES 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 CALLED IN TO MAKE RECOMMENDATIONS. CONSTRUCTION S C H E D U L E (o. PROVIDE ALL MANDATORY FEATURES REQUIRED BY THE T-24 ENERGY CODE, INCLUDING WEATHER-STRIPPING, BUILDING INSULATION, PIPE INSULATION, LIGHTING AND APPLIANCE MEASURES, AND OTHER FEATURES REQUIRED BY TITLE 24 OR OTHER STATE, FEDERAL OF 1. NO PERSON SHALL ERECT (INCLUDING EXCAVATION AND GRADING), DEMOLISH, ALTER LOCAL CODES. OR REPAIR ANY BUILDING OR STRUCTURE OTHER THAN BETWEEN THE FOLLOWING HOURS 7, NO PERSON SHALL ERECT (INCLUDING EXCAVATION AND GRADING), DEMOLISH, ALTER OR EXCEPT IN THE CASE OF URGENT NECESSITY IN THE INTEREST OF PUBLIC HEALTH AND REPAIR ANY BUILDING OR STRUCTURE OTHER THAN BETWEEN THE HOURS PERMITTED BY THE SAFETY, AND THEN ONLY WITH PRIOR WRITTEN APPROVAL FROM THE BUILDING OFFICIAL, LOCAL JURISDICTION. WHICH APPROVAL SHALL BE GRANTED FOR A PERIOD NOT TO EXCEED THREE DAYS. HOLIDAYS ARE THE FIRST DAY OF JANUARY, THE THIRD MONDAY OF FEBRUARY, THE 8. ANY HIDDEN CONDITIONS THAT REQUIRE WORK TO BE PERFORMED BEYOND THE SCOPE OF LAST MONDAY OF MAY, THE FOURTH DAY OF JULY, THE FIRST MONDAY OF 5EPTEM5ER, THE BUILDING PERMIT ISSUED FOR THESE PLANS MAY REQUIRE FURTHER CITY APPROVALS THE ELEVENTH DAY OF NOVEMBER, THE FOURTH THUR5DAY IN NOVEMBER AND THE INCLUDING REVIEW BY THE PLANNING COMMISSION. TWENTY FIFTH DAY OF DECEMBER. IF THE FIRST DAY OF JANUARY, THE FOURTH DAY OF 9. PLUMBING CONTRACTOR WILL PROVIDE A SINGLE LINE DIAGRAM ON TIME OF INSPECTION AND JULY, THE ELEVENTH DAY OF NOVEMBER AND THE TWENTY-FIFTH DAY OF DECEMBER ANY INSTALLATION PRIOR TO PLAN CHECK AND APPROVAL IS AT CONTRACTOR'S R15K. FALLS UPON A 5UNDAY THE FOLLOWING MONDAY 15 A HOLIDAY. PROVIDE THE FOLLOWING CONSTRUCTION HOURS ON THE PLANS PER CITY OF BURLINGAME MUNICIPAL 10, FIRE SPRINKLERS SHALL BE INSTALLED AND SHOP DRAWINGS SHALL BE APPROVED BY CODE 10.01.110. THE FIRE DEPARTMENT PRIOR TO INSTALLATION. WEEKDAYS: 8:00 A.M. - 1.00 P.M. 11, IF GRADING PERMIT 15 REQUIRED, IT SHOULD BE OBTAINED FROM DEPARTMENT OF PUBLIC 5ATURDAY5. 9:00 A.M. - (o.00 P.M. WORKS, 5UNDAY5 AND HOLIDAYS: NO WORK ALLOWED 12. IF PUBLIC WORKS REQUIRES SIDEWALK REPLACEMENT, POLICY FOR EXPANDING WIDTH OF 2. CONSTRUCTION HOURS IN THE CITY PUBLIC RIGHT-OF-WAY ARE LIMITED TO WEEKDAYS PLANTER STRIP NEED TO BE IMPLEMENTED AND TREES NEED TO BE ADDED. AND NON -CITY HOLIDAYS BETWEEN a:00AM TO 5:00PM, REVISIONS BY W � O O N W ��m �x ct (D � � o , 7R , uo U �_ U � 7s Q, o oz � � �; o C U �. E H 5 o -c$ o I --I O QO N w0� N DATE: NOV. 2023 SCALE: AS NOTED DRAWN: PU JOB: SHEET NO. A. OF SHEETS 124 Bloomfield Road Burlingame, CA Arborist Report 2024 Prepared For: Paul De Zan is Site: 124 Bloomfield Road Burlingame, CA 94010 ��5��1;N c�1A�r�R Submitted by: David Beckham Certified Arborist INTERNATIONAL SOCIETY WE#10724A OF ARRORICULTURF TRAQ Qualified M E M B E R KI TY ARBORISTS SERVICES LLC Certified Arborist WE#10724A TRAQ Qualified P.Q. Box 6187 San Mateo, CA 94403 u 650- 532- 418 DAVI❑ BECKHAM DAVI❑ BECKHAM WE#10724A WE#10724A KIELTY ARBORISTS SERVICES LLC Certifier) Arborist WE#10724ATRAQ Q liffied P.O. Box 6187 San Mateo, CA 99M 6% 5324418 Date: January 15, 2024 Attn: Paul De Zan Site: 124 Bloomfield Road, Burlingame, CA 94010 Subject Re: Tree Protection and Removal Plan for 124 Bloomfield Road, Burlingame, CA 94010 Dear Mr. De Zan, At your request, Kielty Arborists Services LLC visited the property referenced above on January 2, 2024 to evaluate the trees present with respect to the proposed construction project. The report below contains the analysis of the site visit. SUMMARY There are seven trees located on the property, one of which is protected (coast live oak #9). Three trees included in the survey are located on neighboring property, all of which are protected (redwood #7, 48, and American sweetgum 410). Total Trees Significant I Protected Trees Non -Protected Trees 10 4 6 Non -protected trees (bronze loquat #1, Southern magnolia #2, English walnut #3, English ivy #4, and camellia 45 & #b) are proposed for removal, as they exhibit poor condition, are in decline, or conflict with proposed project features. Protected coast live oak 49 is proposed for removal as it conflicts with proposed site improvements and has structural issues that warrant removal. All other protected trees vary in condition between poor and fair, and should be retained and protected as detailed in the recommendations below. With proper protection and cultural practices, all retained trees are expected to survive and thrive during and after construction. ASSIGNMENT At the request of Paul De Zan, Kielty Arborists Services LLC conducted a site visit on January 2, 2024, to prepare a comprehensive Tree Inventory Report/Tree Protection Plan for the proposed construction project. This report is a requirement when submitting plans to the City of Burlingame. The analysis in this report is based on the architectural plans received from CHU Design Associates Inc. dated November 2023. The primary focus of this report is as follows: Identification and assessment of trees on the construction site that may be affected by the proposed development. Kielty Arborist Services LLC Arborist Report 2024 KIELTY ARBORISTS SERVICES LLC Certified Arborist WE#10724A TRAQ Qualified P.O. Box 6187 San Mateo, CA 94403 650- 532- 418 To evaluate the health of the trees, multiple factors were considered, including their overall appearance and our team's extensive experiential knowledge of each species. This holistic approach ensured a comprehensive understanding of the tree's well-being. To accurately document the location of each tree, a GPS smartphone application was utilized during the data collection process. This enabled us to create detailed maps that are included in this report. However, it is important to note that despite our efforts to minimize errors, inherent limitations of GPS data collection, coupled with slight discrepancies between GPS data and CAD drawings, may result in approximate tree locations depicted on the map. To perform this assessment, a site visit was conducted on January 2, 2024. During this visit, meticulous observations and high -quality photographs were obtained to provide a comprehensive analysis. The findings and recommendations presented in this report are based on architectural plans titled Site Development Plan A. 2. 1 by CH Design Associates Inc. These plans were electronically provided to us via email and are dated November 2023. Topographic plans titled Topographic and Boundary Survey, sheet 1 of 1 were also reviewed for our findings. These plans were electronically provided to us via email and are dated December 28, 2023. By thoroughly analyzing these plans in conjunction with our field observations, we have developed an accurate and reliable assessment of the tree conditions. METHOD OF INSPECTION The inspections were conducted from the ground without climbing the trees. No tissue samples or root crown inspections were performed. The trees under consideration were identified based on the provided site plan. To assess the trees, their diameter at 54 inches above ground level (DBH or diameter at breast height) was measured using a D-Tape. Additionally, the protected trees were evaluated for their health, structure, form, and suitability for preservation with the following explanation of the ratings: ARBORIST REPORT Kielty Arborist Services LLC Arborist Report 2024 3 EVALUATION FIELDS: KIELTY ARBORISTS SERVICES LLC Certified Arborist WE#10724ATRAQQualified P.O. Box 6187 San Mateo, C4 944M 650• 5324418 • Determination of potential impacts on tree health and stability, considering factors such as root damage and crown damage. e Provision of recommendations for tree protection and preservation measures during the construction process to mitigate potential impacts. • Ensuring compliance with local regulations on tree preservation, protection, and removal within the construction plans. Please note that the report will provide specific details regarding tree assessments, impacts, and preservation measures. INTRODUCTION According to our past communications with city staff, the City of Burlingame requires the following tree reporting elements for development projects: 1. Inventory of all trees shown on architectural plans. 2. A map of tree locations. 3. Tree protection or removal recommendations for all trees 15 inches and greater in diameter, measured at 54 inches above natural grade. LIMITS OF THE ASSIGNMENT As part of this assessment, it is important to note that Kielty Arborists Services LLC did not conduct an aerial inspection of the upper crown, a detailed root crown inspection, or a plant tissue analysis on the subject trees. Therefore, the information presented in this report does not include data obtained from these specific methods. The focus of this assessment primarily centers on tree identification, general health evaluation, and the potential impacts of the proposed construction. While the absence of these specific assessments limits the scope of the analysis, the findings and recommendations provided within this report are based on available information and observations made during the site visit. PURPOSE & USE OF THE REPORT This report informs tree management decisions for the construction project and provides recommendations to maximize tree survival. It serves as a valuable resource for stakeholders, facilitating informed discussions and sustainable tree management practices. TESTING & ANALYSIS In order to assess the trees, a thorough examination was conducted using a variety of methods. For trees with accessible trunks, precise measurements of the Diameter at Breast Height (DBH) were taken using a specialized diameter tape measure. In cases where the trunks were not readily accessible, visual estimations were employed to determine the DBH. As part of the inventory process, all trees shown on topographic and architectural drawings were included. Kielty Arborist Services LLC Arborist Report 2024 KIELTY ARBORIST# SERVICES LLC Certified Arborist WE#10724A TRAQ Qua Irfied P.O. Box 6187 San Mateo, CA 94403 650- 532-418 Tree Ta #: Protected Tree: Identification number for individual trees. Specifies whether the tree is protected by the city or county ordinance. Height (ft.) / Canopy Spread (ft.): Trunk (in.): Measures both the height of the tree and the spread of its canopy. Measures the primary trunk's diameter at the required height. Comments: Tree Picture: Any additional notes or observations about the tree. A photograph of the tree for visual assessment and record -keeping. Preserve or Remove: Common Name I scientific Name: Indicates the recommended action based on the tree's condition. Specifies the name of the tree, both in common terms and scientific nomenclature. If more than 1 Trunks, Total Diameter: 6,8, 1011mes the Diameter (ft.): If the tree has multiple trunks, this field indicates the combined diameter of all trunks. Provides calculations based on the diameter to assist in various tree protection requirements. Appraised Value: An unbiased estimate of the tree's worth is performed in accordance with the current edition of the Guide for Plant Appraisal by the Council of Tree and Landscape Appraisers. *Note that not all fields may be provided for every tree. Some might be left blank due to various reasons, such as lack of accessibility to the tree, incomplete data, or the parameter not being applicable for a particular tree. 'free Structure Ratings: Poor: Major uncorrectable structural flaws present; significant dead wood, decay, or multiple trunks; potentially hazardous lean. Fair: Structural flaws exist but less severe; issues like slight lean and crowding on trunk; some uncorrectable issues through pruning. Good: Minor flaws; mainly upright trunk, well -spaced branches; flaws correctable through pruning; symmetrical or mostly symmetrical canopy. (Suitability for Preservation: I Poor: Adds little to landscape; poor health and potential hazards; unlikely to survive construction impacts. Contributes to landscape; survival possible with protection minor construction impacts, Valuable landscape asset; likely survival during minor to to construction impacts with protection. "suitability for Preservation: This rating is based solely on the tree itself, irrespective of potential construction impacts. Tree Health Ratings: Poor: Minimal new growth; significant dieback and pest infestation; expected not to reach natural lifespan. Fair: Moderate new growth; canopy density 60-90%; potential external threats; not in decline but vulnerable. Good: vigorous growth; healthy foliage; 90-1000/o canopy density; expected natural lifespan. Tree Form Ratings: Poor: Highly asymmetric or abnormal form; visually unappealing; little landscape function. Fair: Significant asymmetries; deviation from species none; compromised function or aesthetics. Goad: Near ideal form; minor deviations; consistent aesthetics and function in landscape. Overall Condition Ratings: Very Poor 1-29 Poor 3049 Fair 50-69 Good 70-89 Excellent 90-100 The trees were assigned a condition rating based on a combination of existing tree health, tree structure, and tree form using the following scale. Kielty Arborist Services LLC Arborist Report 2024 4 2 REVISIONS BY W � o 0 O N C% RM 4 �o �U o� U R 0' S.., as z � A_ o �z V w UCIS U O U --• O 4] p • �, r--• O N a 3 �' a> 9 y 4i 5 45 • o O w' Fes- o -� oC.> a3 H W QO N I w0� cv WN� � DATE: NOV. 2023 SCALE: AS NOTED DRAWN: PU JOB: SHEET NO. A.. a OF SHEETS KIELTY ARBORISTS SERVICES LLC Certified Arborist WE#10724ATRAO Qualified P-0- Box 6187 San Mateo, CA 94403 650.5324418 TREE INVENTORY m ❑CL T O CDC a3 E ^ [6 .--. CD C C y0 C `� v A `0 � c m ' w L o Common Name ! '- �e @ O` — o C) o Comments Tree m t3 Scientific Name m 3 E _ Picture #1 A F _ LL o v p N m rn p _ 1 No (R) bronze loquat 3,4,5 1511 poor or Poor Fair Poor 30 Codominant at grade. 2 feet from Eftbot►ya defies driveway, in decline. 2 No (R) Southern magnolia 4 10110 Poor Poor Boor Poor 10 Nearly dead- covered in ivy. Magnolia grandiflora English walnut 2 feet from home. surrounded by 3 No (R) Juglans regia g 25i15 Fair Fair Fair Fair 55 hardscape. growing over house. + English NY Ivy hedge. not maintained. on property 4 No (R) Hedera helix 5 20+20 Poor Poor Poor poor 20 line s N0 (R) common camellia Camellia japonica 3 15110 Fair- Poor Poor Poor Poor 38 Covered in ivy. hedge pruned. 6 No (R) common camellia 3 1500 Fair- Poor Poor Poor 30 Covered in ivy. hedge pruned Camellia japonica Poor Kielty Arborist Services LLC Arborist Rcport 2024 5 OBSERVATIONS KIELTY ARBORISTS SERVICES LLC Cerged Arborist VVE#10724A TRAQ Qualified RO. Box 6187 San Mateo, CA 94403 650- 532-4418 Species List: Seven trees were surveyed on this property and consist of the following: • bronze loquat - Eriobotrya deflexa • Southern magnolia - Magnolia grandiflora • English walnut - Juglans regia • English ivy - Hedera helix (NOT CONSIDERED A TREE) • (2) common camellia - Camellia japonica • coast live oak - Quercus agrifolia Three trees located on neighboring property were included in the survey and consist of the following: • (2) redwood - Sequoia sempervirens ■ American sweetgum - Liquidairtbar styraciflua Tree Removal For Proposed Development: Total Removed Trees Significant I Protected Trees Non -Protected Trees 7 1 6 Kielty Arborist Services LLC Arborist Report 2024 8 KIELTY ARWR1STS SERVICES LLC Certified Arborist WE# 1 0724A TRAQ Qualified P-O. Box 6187 San Mateo, CA 94403 650- 5324418 O _ 0 w Common Name : v Of ca ❑ o Tree Q Y m c) o Comments ID Name �_ —_ ti Picture #1 o v CX X m {7 d 3 L ~w ( _ to � CID 0 EL = redwood Neighboring tree, limited visual 7' Yes (P) Sequoia sempervires 24 40130 Good Poor Poor Poor 40 inspection. an property tine, previously topped - Neighboring tree, limited visual redwood 8* Yes (P) Sequoia sempervires 24 40M Good Poor Poor Poor 40 inspection. On property line, previously topped - One sided canopy. suppressed by redwood. heavy over neighboring ADU, previous large limb loss, large amounts of deadwood, three large limbs 6-8" diameter failed. Bleeding coast live oak Fair- Canker- on tension side of lean- Ivy on 9 Yes (R) Quercus agrdblia 27.5 45r30 Fair Poor Poor Fair 40 trunk and throughout canopy. Codominant at 15'- urge one sided in leaders. root ptate lining on the tension side of lean- Target is both neighbors ADU Level 2 risk assessment performed to ISA standards. Street tree, neighboring tree- 10+ 'yes () American sweetgum 24 4MO Fair Fair Fair Fair 60 Codominant at 10 feet with included iiquidambar styracifkra bark, heading cuts. 10 feet from property line- (*) next to the tree number indicates a neighboring tree Kielty Arborist Services LLC Arbarist Report 2024 Protected tree proposed to be removed: 6 KIELTY ARBORISTS SERVICES TLC Certified Arbor M VVE#10724A TRAQ Quaffed P.O. Box 6187 Sari Mateo, CA 94403 65a 532-4418 Coast live oak tree 99 is proposed for removal to facilitate the construction of an ADU as well as to eliminate the risk of tree failure impacting the neighboring structure. There are no other viable areas where an ADU could be built on the site to retain the tree. Observations: The health of the tree is rated as fair due to normal shoot growth length and overall good vigor observed. -` ,,#. Y The structure of the tree is rated as fair to poor as the .! '� tree is one-sided due to growing in the suppressed conditions of the neighboring redwood tree. The tree will always grow in this manner due to the suppressed :: ;`::.'�•' `' growing conditions of the neighboring redwood trees. The oak canopy grows heavy towards the neighboring ADU. Three large limbs have failed from the tree's canopy recently. Failed limbs are estimated to be 6-8" in diameter. The form of the tree is fair. Large amounts of interior dead wood were observed. Bleeding cankers on the trunk were found. The tree becomes codominant at 1 S' with fair branch attachments observed. The root crown is lifting on the tension side of the tree's lean. The owner has stated that the lifting is increasing. The lifting of the root crown is a serious indication that the tree may be failing at the root crown. Due to the risk of a root crown failure, a tree risk assessment was conducted. The tree was given a poor condition rating. Tree Risk Assessment: The Level 2 Risk Assessment of the coast live oak (Quercus agrifolia) located at 124 Bloomfield Rd, Burlingame, CA 94010, conducted by Kielty Arborists Services on September 13, 2023, has illuminated several areas of concern regarding the tree's structural integrity and overall health. While various issues have been identified, including canopy imbalance, codominance, and the presence of a bleeding canker, the most significant concern lies in the tree's roots and root collar. Three conditions of concern were looked at: 1)The lifting of the tree's root crown on the tension side of the tree's lean, 2) The lean of the trunk, and 3) heavy lateral limbs associated with the one-sided canopy in the tree's crown. Loads of wind and rains are moderate for the crown and trunk while the load on the root crown is significant as the root crown is lifting. The likelihood of a failure in the crown and branches and trunk is possible, while the likelihood of failure at the root crown is probable as a lifting root crown would indicate a partial failure of the root crown. In the unfortunate event of a failure of the crown/branches, trunk, or root crown, the primary targets looked at would be the neighboring ADU and people in the backyard. Historical records indicate K ieIty Arborist Services LLC Arborist Report 2024 9 TREE MAP Kielty Arborist Services LLC Arborist Report 2024 KIELTY ARBURISTS SERVICES LLC Certified Ai 6 Ast WE#10724A TRAQ Qualified P-O. Box 6187 San Mateo, CA 94403 650- 532- 418 i SVt / nMn rw sri �•L f +w ara olsAli rRusr t+ m e e-11dow a wr w .■, AM& KIELTY ARBORISTS SERVICES LLC Certified Arborist WE410724A TRAQ Qualified P.O. Box 6187 San Mateo, CA 94403 650-532- 418 that limbs have previously failed. Notably, the targets, in this case, are situated within the tree's drip line, The ADU maintains a consistent occupancy rate while people in the backyard maintain a frequent occupancy rate. Relocating the target (neighbor's ADU) or implementing access restrictions is not a feasible option. Using the failure and impacts matrix as displayed on the risk assessment forms, it is unlikely that the tree parts would impact a person in the backyard as people are not static targets. The likelihood of a crown and branch failure and trunk failure impacting the ADU is somewhat likely while the likelihood of a root crown failure impacting the ADU is likely. Consequences on people in the backyard would be severe while consequences at the point of failure on the neighbor's ADU would be significant. Applying the risk rating matrix outlined in the risk assessment forms, the tree is unmistakably categorized as having a high risk of a root crown failure impacting the neighbor's ADU. Moderate risk of branch failure and trunk failure exist. The risk to people in the backyard of the property is low. In light of these findings, it is prudent to explore possible mitigation treasures. These could encompass crown reduction pruning in the direction of the tree's lean. Due to the lifting of the root crown indicating a partial failure at the root crown, residual risk are not expected to change. RECOMMENDATIONS Due to the owner's level of acceptable risk tolerance, the tree is recommended for removal as it is a moderate to high -risk tree. The owner is not comfortable with this level of risk; therefore, tree removal is recommended. Removal is also proposed to construct property improvements. Reasoning for removal is further supported by City Of Burlingame Municipal Code which states: (1) The condition of the tree(s) with respect to disease; danger of falling; proximity to existing or proposed structures, yards, driveways and other trees; and interference with public utility services; (2) The necessity to remove the tree(s) in order to construct any proposed improvements to allow economic enjoyment of the property; Level 2 Risk Assessment attached below: Kielty Arbon st Services LLC Arhorist Report 2024 10 ARBORIST REPORT 7 REVISIONS BY U CA W O � O O N 7d O �U I (7 3 C >CIS �ti. o CnCon 3 °' >~ o CIS Un �c 00 g Q . >~ Cn a� V C,3 v] c> O cc3 O -o o_ O O O p •�, w O �-moo -s! U 11& 2 � v� Q".o .� aC5a> 3 Cd bioCd C> A H o-C=� o3 H H r� O u�W Z�� N QO N I -4 N WN� � DATE: NOV. 2023 SCALE: AS NOTED DRAWN: PU JOB: SHEET NO. A.1,1b OF SHEETS Basic Tree Risk Assessment Form rb.e f.ntLr j.n "I SIT Adtkw,rrf.r IaLr4.tr 1249 ' : R E .nk\,arrla, CA'HdIG. USA irrx rn t,r.Mtrar. co=%, •._ _.. ':-:e did. 31, M.vI,L ay AIwLw,[.1 a..• rNNr '.. �,. A5RP fuel Tenet AsseaskrmemH KIELTY ARWRI5113 SERVICES LLC Certified Arborist WE#10724A TRAQ Qualified P.D. Box 6187 San Mateo, CA 94403 650- 532- 418 I 'J.r1 1 nl . c.,..r,•,w..d d.. da e E Fig t M'"RAN qL a rL.-slue !Yo rya 7 ILI.,w.Lt.rl*a.a w. ,-IrgC�An, 1W, lift Site Roan dkrw r or 41IN t.I Vl kin•r ]na Lhry.. n.n. ® W.w .F.q. ❑ ad..I..I ry ❑ uht.yr/milhyr.war ❑ ]eu.r.dlrm Lr•.w.0— ❑ i—... wd ❑ ]t•.Ilvlr ❑ trmv.lr.a .n..ra w,na rl.rnvn H'N Lvm•nnn •..Lh.r rh.n, ...d. � k. ❑ tarlow"hf rkr ■ limp. ❑ 1lAyru - It..r aWL ❑ r —mie. err a ►rra...L.v. t.at. © a oakatle. fla Tree Health aria Spe" pra}Nr Y Ia.•a ... [] w.tmr ® naLk LJ r.a.rr r.«.IL.a.w,rrl ❑ a... o..u❑ +wr.r.f aa% chm—ir rla—m. 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Wn.�wu w.wr,l. r�,.t.w.. r•i Kielty Arborist Services LLC Arborist Report 2024 t.rarar ❑ 4.adMlnrlom S fj 4 r loam al IT arw Wild WRait aeacnmOIAM lathe myna, Lima "rachmenh I'rrr,alA brake lalk,to] e L7111e1L+*Ilutlrg bark ❑ C.nk«rsrynlWylxn Conlal ❑ HmrPAwld decay ❑ N rwu+w. at..rAr- Lightning drmoge q Inure" perk ❑ C atrny:hnt N1lit 0% efts. 5�rnfrar kvalY hn p*.manf S ]apwnan dama9oMecay ❑ —Rom awl Rwe Collier.-. c.abrbnmd#kiatrwfbb 0 ueP4+ Wn" find N.0Wo0 [lead ❑ L?eea,• ❑ Lan-.rrAu]hraema ❑ Gtotit ❑ loopy ❑ flans arc etaras © Lueruarrlagetl rodri 0 iJlsra nee hgth tt/Mk ieaat Fillies I" Not •Ac Lnnc a m.yxa..w 01"4h Roar Plata ienp an lam]nq &m of ran [tiered root Doan Loon m defect hVA ❑ IAnor ❑ Moderm ❑ Sgnilrint I a.u►.—t.rw..» , rr,Mhi PY,e, dr. is I..hl. In,marwu n KIELTY ARBURISTS SERVICES LLC Certified Arborist WE#10724A TRAQ Qualified P.D. Box 6187 San Mateo, CA 94403 650- 532- 418 (5) If replacement trees, as designated in subsection (b) (1) or (2) above, as applicable, cannot be planted on the property, payment of equal value shall be made to the city. Such payments shall be deposited in the tree planting fund to be drawn upon for public tree planting. PROJECT PLAN REVIEW Construction activities proposed for the site include, but are not limited to, demolition of the existing residence, and construction of a new residence, new 2-car garage, and ADU. The redwoods are located approximately 13' from the proposed new garage, and approximately 5' from the proposed new ADU. Required tree protection fencing must be installed and inspected prior to issuance of a building permit. Based on prior communication with the architect, construction of a Pier and Grade beam foundation will be utilized for the ADU, requiring only 6" of excavation between piers. Type I Tree Protection Fencing should be positioned V away from any foundation construction to take place. Redwood trees #7 and #S will require a Landscape Barrier if tree protection fencing is temporarily relocated for construction activity. Moderate impacts to the root system of these trees are expected due to construction. The entire proposed ADU foundation, when within IOx the diameter of the neighboring redwood trees (20') is required be excavated by hand in combination with hand tools such as an air knife, rotary hammer with clay spade attachment, or shovels, while under the direct supervision of the Project Arborist. Pier holes are also required to be excavated by hand for the first 3' of depth. All roots encountered within the foundation area measuring 1.5" in diameter or larger are recommended to be retained for the Project Arborist to inspect before being cleanly cut. If large roots are encountered, the design must maintain flexibility in pier locations to be able to shift piers in either direction to avoid the need to cut larger roots. Once inspected and documented, roots within the grade beam area and pier holes will need to be cleanly cut using a hand saw or loppers. Cut root ends on the tree side are recommended to be covered by 3 layers of wetted -down burlap to help avoid root desiccation. The contractor shall wet down the burlap daily while exposed. The area between the tree and the foundation (tree protection zone) is recommended to be irrigated every other week during the dry season until the top foot of the soil is saturated. This will act as a mitigation measure for the expected impacts. The redwood trees are also recommended to be deep water fertilized with Nutriroot in spring of 2024 as an additional mitigation measure. This work will be required to be documented by the City of Burlingame with a letter sent to the city arborist. A normal spread footing foundation can be used for the garage. Again, the garage foundation will require hand excavation under the Project Arborist supervision when working within 1 Ox the diameter of both neighboring redwood trees (20' ). All encountered roots within the foundation area measuring 1.5" in diameter or larger are recommended to be retained for the Project Arborist to inspect before being cleanly cut with a hand saw or toppers. Cut root ends on the tree side are recommended to be covered by 3 layers of wetted -down burlap to help avoid root desiccation. The contractor shall wet down the burlap daily while exposed. The area between the tree and the foundation (tree protection zone) is recommended to be irrigated every other week during the dry season until the top foot of the soil is saturated. This will act as a mitigation measure for the expected impacts. This work Kielty Arborist Services LLC Arborist Report 2024 14 KIELTY ARBORISTS SERVICES I1 C Certified Aabwst WE#10724A TRAQ aerfied P.D. Box 6187 San Mateo, CA 94403 650- 532-1418 Rik Cdtaedrtaalan ��iii�iininii■�■■iiii� Main, f Lie hmW matrnl, llkeilhpad of Fellure lrbellhaadof hnpa *%'4rpd 4dM tow McGurn H IN,nlrlerrt UnlLke y SUmrwhdc IILNy Llkel, very ilbrlr PraA,ple Ur,liLefr uI.>trEy Sunlewnethkely Likek Posslbke Unimie Ua•-arel uinakelY 5wnLwMat6krlit inotobabir Ur,la.Ow I U,- tehy Urdu" Unlikely Afarru2 Rak niene mrm>t, LAwilhond al Fatihiet R Impact CMW11 erKft of teihrre peopelpfik Motor stnlhcant severe lh! !rite •:rw tAwm;P10 Of-r" Likely I aµ Nlt _ `rllP Hat,• M. , • • •,• Una " FM 'J ... . .+ Wmipw ill likely LOw 1,.w unwell' utw ll:w f i — Jdgnh 11 a+ai, e%ata M1lion s, it Bsc rl pan n; Cnc :Ided canopy, iLgipM: scd by rcdy.ucd, hcxef oYCf hd lghoDwig AOU. premul eaW lt]tb tars L7iEe amounts di deadwood, three lwlip limbs 6 8• awmet" lalllra. Bldedlnq eanke r, on tons.an slam ar can Nv on tru+lk and throuahautcdnapy- Cadaminant at 15', rarpa dnc zdcd in leader,. T7.rilet is bath net;hear: ABU- L. wi2 nskassassmcnt arcforrncd under"scandara:- mmill an oplans Crown mducbon pruning n direction of lean, not eapedad m reduce risk of root plate fanjrL-. "tICIL181 risk 1ligF RL-wdusl Ask R"101al nek CRo wn reducnan or"Ing In direction of to dn. RSAIUsl risk Dv4rail vet rnk rate" Lam++ ❑ hArldrrnth ❑ High ® tercmc ❑ Worst pnonty in 2 ❑ 30 4 ❑ overall raotdual rift Law J Moderate Il High m Entreme ❑ RCcomtmen"d Imspeciw Incervai Ycatly Oita F,nal Prellmanary ❑ Advancedaiscomerltneeded. ire• m %— ❑ lypcfR ;!soh No Inspoelon lifnitaioes %ZAP ❑ vgit w ❑ Asters 0 Vlnes ® float Kollar LurlCd Q Describe Did hot demb time. Only visual Kielty Arborist Services LLC Arborist Report 2024 12 KIELTY ARBORISTS SERVICES LLC Certified Arborist WE#10724A TRAQ Qualified P.D. Box 6187 San Mateo, CA 94403 650- 532-1418 will be required to be documented by the City of Burlingame with a letter sent to the city arborist. Protected neighboring redwoods #7 &. 8 were assigned good health ratings. Structure, form, and suitability for preservation were rated poor overall. The trees are located at the property line and have been previously topped. The proposed construction of the new ADU foundation will be located approximately 5' from the redwoods. Topping trees starves trees of their food source and can weaken a tree. Topping cuts lead to decay as the wounds made are too large for the tree to compartmentalize the wound. This gives decay organisms a free path to move down through the branches often resulting in an unacceptable level of risk. After a tree is topped, the tree's survival mechanism causes a tree to produce multiple shoots below each topping cut often referred to as "water sprout growth." The new shoots develop from latent buds hidden underneath the surface of old branches. These new shoots are not anchored into the tree like normal branches that develop in a socket of overlapping wood tissues, The new shoots are weakly attached as they are only anchored in the outermost layers of the parent branches. These sprouts grow very quickly as a survival mechanism and are prone to failure in normal weather conditions due to the limbs being weakly attached. Limb failure risk also increased as decay is likely to be found from the past topping cut. The risk of future limb failure is high with the two -topped redwood trees. Showing topped neighboring redwoods #7 and #8 Kielty Arborist Services LLC Aftrist Report 2024 is KIELTY ARBORISTS SERVICES LLC Certified Arborist WE#10724A TRAQ Qualified P.D. Box 6187 San Mateo, CA 94403 650- 532- 418 Non -Protected Trees to be Removed: Bronze loquat #1, Southern magnolia #2, English walnut #3, English ivy 94 and camellia #5 & #6 are proposed for removal to facilitate the construction of the new home and ADU. Based on the tree assessment, it is recommended to remove trees with a condition rating under 50. These trees may pose potential hazards or have significant health and structural issues that affect their long-term viability. Removal of such trees is recommended to ensure the safety of the property and its occupants, as well as to improve the overall aesthetics and health of the landscape. Additionally, removing trees with lower condition ratings allows for better utilization of the property for construction purposes and allows reasonable economic or other enjoyment of the property. Replacement Tree Plan: In accordance with City of Burlingame guidelines, replacement trees should meet the following criteria: Tree requirements and reforestation. (a) Whenever the development or redevelopment of a single family home, duplex, apartment house or condominium results in any increase in lot coverage or habitable space (as defined by Chapter 25 of this code), the property shall he required to meet the following requirements: (1) One landscape tree for every One thousand (1, 000) square feet of lot coverage or habitable space for single family homes or duplexes; (2) One landscape tree for every two thousand (2, 000) square feet of lot coverage for apartment houses or condominiums. Trot coverage and habitable space shall include both existing and new construction. The director shall determine the number of existing trees which are of an acceptable size, species and location to be counted toward this requirement. Any additional trees which are required shall meet the standards for replacement trees set forth in subsection (b) below. (b) Permits for removal of protected trees) shall include replanting conditions with the following guidelines: (1) Replacement shall be three (3) fifteen (15)-gallon size, one twenty-four (24)-inch box size, or one thirty-six (36)-inch box size landscape trees) for each tree removed as determined below. (2) Any tree removed without a valid permit shall be replaced by two (2) 24-inch box size, or two (2) 36-inch box size landscape trees far each tree so removed as determined below? (3) Replacement of a tree be waived by the director if a sufficient number of trees exists on the property to meet all other requirements of the Urban Reforestation and Tree Protection ordinance. (4) Size and number of the replacement trees) shall be determined by the director and shall be based on the species, location and value of the trees) removed. Kielty Arborist Services LLC Arborist Report 2024 KIELTY ARBORISTS SERVICES LLC Certified Arborist WE#10724ATRAQ Qualified P.D. Box 6187 San Mateo, CA 94403 650- 532- 418 TREE PROTECTION PLAN Detailed Tree Protection Plan For the aforementioned tree protection plan, this detailed guide has been designed by Kielty Arborists Services LLC. The following section offers an in-depth perspective on the recommended tree preservation guidelines. The aim is to ensure the conservation, vitality, and beauty of trees during construction and developmental endeavors, mitigating any potential detrimental effects. Adherence to these guidelines is essential to uphold both the ecological significance and visual allure of trees within the designated project vicinity. Effective tree protection during construction or development projects requires the use of fencing to demarcate and protect sensitive areas around trees. Should you have any questions or require further clarification, please contact Kielty Arborists Services directly. Definitions And Distances: EM-The Tree Protection Zone (TPZ) refers to a radius spanning from the external surface of the trunk measured at 54 inches above grade. It is possible to find many, but certainly not all, of the tree's roots in this area, which are essential for its biological functioning and structural stability. Any activity occurring in the TPZ or within the confines of the Tree Protective Zone (TPZ) needs to adhere to the work scheme endorsed by the Project Arborist as discussed in the plan review section of this report. Work within the TPZ is required to be done under the supervision of the project arborist. The TPZ is determined by multiplying the diameter of the trunk by ten (10 X DBH 1 12). Tree roots predominantly grow in the top two feet of soil, with a small number of roots occasionally extending deeper. Establish Tree Protection Zones (TPZ) around each preserved tree to safeguard the root system from disturbance. Clearly mark the TPZ with weatherproof signage stating "Tree Protection Zone - Authorized Persons Only" to prevent unauthorized access. Prohibit the storage of equipment, materials, or any other activity that may damage the tree's root system within the TPZ. During construction, regularly inspect and maintain the TPZ to ensure its integrity and effectiveness. Fencing Specifications: The tree protection fencing should be established and maintained throughout the entire length of the project. it's essential that no equipment, materials, or debris are stored or cleaned inside these protection zones. The zones should remain free from human activity unless explicitly authorized. The choice of fencing type depends on the tree's location and the nature of the surrounding environment. Type I Tree Protection: Description: This is the most comprehensive form of tree protection fencing. It encompasses the full canopy dripline or Tree Protection Zone (TPZ) of trees designated for preservation. Application: Typically used in areas where trees are a significant distance away from construction activity or when trees have a large canopy spread. Specifications: The fencing shall remain intact throughout the duration of the project or until activities within the TPZ are finalized. Tree protection fencing should be a 6-foot-tall metal chain link type supported by 2-inch thick diameter metal posts pounded into the ground to a depth of no Kielty Arborist Services LLC Arborist Report 2024 16 REVISIONS BY U W O ^' V1 p o O N C% W vi �It mum �1 kn lyW� U H rn I 3 o 8,0O ��0� =5 Q 22 p 2 C.,1 d C" CJ. rC'n cci O Cd Qo Ins U w CZ "C � •S U O U 3 N a ,v 3 C' C5 (5 Cd H 0 O u�W Z�� N QO N w0� N ►� ►—�1l O Ipammmpp� DATE: NOV. 2023 SCALE: AS NOTED DRAWN: PU JOB: SHEET NO. A.I.c OF SHEETS KIELTY ARWRI5113 SERVICES LLC Certified Arborist WE#10724A TRAQ Qualified P.D. Box 6187 San Mateo, CA 94403 650-532- 418 less than 2 feet, ensuring stability even in challenging conditions. Poles should be spaced no more than 10 feet apart from center to center, providing a consistent and strong barrier. For trees near existing hardscapes or structures, tree protection fencing shall be placed as close as possible while still allowing access. Sensitive areas may require a landscape barrier if fencing needs to be reduced for access reasons. The location for tree protection fencing for the protected trees on site should be placed at 1 Ox the tree diameters where possible (TPZ). All other non -protected trees are recommended to be protected by fencing placed at the drip line. No equipment or materials should be stored or cleaned inside protection zones. Signs should be placed on fencing signifying "Tree Protection Zone - Keep Out". If fencing needs to be reduced for access or any other reasons, the non -protected areas must be protected by a landscape buffer. All tree protection and inspection schedule measures, design recommendations, watering, and construction schedules shall be implemented in full by the owner and contractor. Redwood trees 47 & #8 are required to be protected by Tyne I tree protection fencing. �Max10'� Fencing Extends to Trees Dripline Type I Fencing Type II Tree Protection: Description: This fencing type is specifically designed for trees located within narrow planting strips generally between a sidewalk and street. Application: It is best suited for urban areas where trees are sandwiched between sidewalks and roads, allowing pedestrian and vehicular movement while protecting the tree. Specifications: The fencing specifications shall be identical to that of Type I in terms of the material used and installation method. The 6-foot-tali metal chain link fence should be installed in a way that completely encloses the planting strip between the sidewalk and street when within the TPZ. This will keep the sidewalk and street open for public use. No trees are required to be protected by Type 11 tree protection fencing. Kielty Arborist Services LLC Arborist Report 2024 I7 KIELTY ARWRISTS SERVICES LLC Certified Arborist WE#10724A TRAQ Qualified P.D. Box 6187 San Mateo, CA 94403 650L 532- 418 Trenching/excavation Trenching or excavation for irrigation, drainage, electrical, foundation, or any other reason shall be done by hand when inside the dripline of protected tree. Hand digging and the careful placement of pipes below or besides protected roots will significantly reduce root loss, thus reducing trauma to the tree. All trenches shall be backfilled with native materials and compacted to near their original level, as soon as possible. Trenches to be left open for a period of time (24 hours), will require the covering of all exposed roots with burlap and be kept moist. The trenches will also need to be covered with plywood to help protect the exposed roots. Grading All existing grades underneath the dripline of a protected tree shall remain as is where possible. Grading within the dripline of a protected tree is required to be done under the supervision of the project arborist. Irrigation Non native trees- Irrigating the retained mature trees in the landscape is important to ensure their health and vitality. Proper watering can help the trees continue to thrive. Deep irrigation is recommended to take place every other week during the dry season. During the dry season, trees typically need deep, infrequent watering. Watering every 2 weeks is sufficient for the retained trees on this site. Applying water slowly and consistently until it penetrates at least 12-18 inches into the soil is recommended. Avoid spraying water directly on the trunks, as this can lead to disease and decay. Mulch is recommended to be maintained with mulch added overtime as needed. Mulch helps retain soil moisture, regulates temperature, and prevents weeds, which can compete with the tree for water. The use of soaker hoses or an inline drip emitter system set up in a grid like manner to provide deep irrigation during the dry season is recommended. The irrigation system should be placed on top of grade and require no excavation. This will help to keep the trees healthy. Tree Pruning Tree pruning during construction is not just about aesthetics and safety; it's also about adhering to best practices and standards set by professional bodies like the International Society of Arboriculture (ISA) and the American National Standards Institute (ANSI A300 Pruning Standards) . The ISA sets rigorous standards to ensure trees are cared for sustainably and scientifically. Under these guidelines, and for the well-being of trees during construction, it's imperative to have an expert arborist oversee any pruning. Their knowledge guarantees that only the necessary branches are removed, ensuring both safety and tree health. The guideline to prune no more than 25% of the tree's total foliage is grounded in sound arboricultural practices. This safeguards the tree's photosynthetic capability, reduces undue stress, and preserves the balance between its roots and canopy. Homeowners should be aware of these standards and ensure they are being met, trusting in the expertise of their arborist and keeping open communication about their tree care decisions. This approach not only ensures the tree's compatibility with new construction aesthetics but also its long-term health and vitality. Kielty Arborist Services LLC Arborist Report 2024 20 KIELTY ARWIUSTS SERVICES I1 C Certified Arborist WE#10724A TRAQ Quarified P.D. Box 6187 San Mateo, CA 94403 650. 532- 418 Type III Tree Protection: Description: For trees situated in smaller enclosures like tree wells or sidewalk planter pits, a different approach is taken to ensure their protection. Application: Often seen in dense urban settings where trees are integrated into pedestrian pathways. Specifications: Tree trunks are shielded by wrapping them in 2-inch thick orange plastic fencing, from the base and extending to the first primary branch. The plastic fencing serves as padding to prevent damage from pedestrian traffic or minor construction activities. To add a layer of protection, 2-inch thick wooden slats are secured on the outside of this plastic layer. The installation of these slats requires care to ensure the tree bark and primary branches aren't inadvertently damaged. For trees with extended primary scaffold limbs located at lower heights, these limbs might also need the protective covering of the plastic fencing. In such cases, wooden slats might also be affixed to these limbs, ensuring they are safeguarded from potential impacts or abrasions. As with other types, all protective measures should be periodically inspected for wear or damage and replaced or repaired as necessary. Consultation with the City Arborist might be required to assess if additional protection or modifications are necessary, based on the specific environment and tree type. No trees are required to be protected by Type III tree protection fencing_ Landscape Barrier Zone If for any reason a smaller tree protection zone is needed for access, a landscape buffer should be used, composed of wood chips layered to a depth of six inches, complemented by plywood atop the wood chips where tree protection fencing would typically be situated. The plywood should be 3/4-inch thick for maximal durability and efficacy. This landscape buffer plays a crucial role in mitigating soil compaction within the tree's vulnerable root zone. For optimum stability, it is advisable to securely join the plywood boards, thus preventing any unwanted shifts in the plywood or underlying wood chips. Redwood trees #7 and #8 will require a Landscape Barrier if tree protection fencing is temporarily relocated for construction activity. 11 Barrier Extends to Trees Dripline ,/:-Inch Thick for Maximal Durability and Efficacy T Wood Chips Layered to a Depth of Six Inches i Landscape Barrier Zone Kielty Arborist Services LLC Arborist Report 2024 i is KIELTY ARBORISTS SERVICES LLC Certified Arborist WE#10724A TRAQ Qualified P.D. Box 6187 San Mateo, CA 94403 650-532- 418 Traffic Within TPZs Strictly prohibit driving vehicles or heavy foot traffic on bare soil within the TPZs of protected trees. Such activities can crush roots directly and compact the soil, impeding oxygen and water infiltration. In areas without existing pavement, use temporary anti -compaction materials, such as wood chips covered with plywood, to prevent damage to tree roots (landscape barrier). Temporary pathways or boardwalks can be constructed to facilitate access while minimizing soil compaction within the TPZ. Chemical and Material Handling Store chemicals and construction materials away from TPZs to prevent accidental spills or exposure that may harm tree health. Follow proper handling and disposal procedures for chemicals to ensure compliance with environmental regulations. Minimize the use of toxic materials near trees and opt for environmentally friendly alternatives whenever possible. Monitoring and Inspection Regularly monitor and inspect the tree protection measures throughout the construction process to ensure their effectiveness and compliance with the Tree Preservation Plan. Assign a qualified individual, such as a project arborist or certified arborist, to conduct periodic inspections and provide recommendations for any necessary adjustments or improvements. Maintain detailed records of inspections, including dates, findings, and any actions taken. Post -Construction Maintenance After construction is completed, continue monitoring the health and condition of preserved trees to address any potential issues promptly. Implement post -construction maintenance practices such as watering, mulching, pruning, and fertilization as needed to support the recovery and Iong-term health of the trees. Regularly assess the trees for signs of stress, disease, or structural instability and take appropriate measures, including consulting with a certified arborist if necessary. Compliance with Environmental Laws Ensure full compliance with all applicable local, state, and federal environmental laws, regulations, and permit requirements pertaining to tree protection during construction. Familiarize yourself with specific regulations regarding tree preservation in your jurisdiction and consult with local authorities or arborists for guidance if needed. Responsibility Designate a responsible person or team within the project organization to oversee the implementation and enforcement of the Tree Preservation Plan. Clearly communicate the roles and responsibilities of all parties involved in the construction project regarding tree protection. Emergency Procedures Develop clear procedures to follow in the event of emergencies that may impact tree preservation, such as severe storms, accidents, or unexpected tree health issues. Ensure that emergency response plans address prompt actions to mitigate potential risks to trees and contact qualified professionals, such as arborists or tree care companies when needed. Kielty Arborist Services LLC Arborist Report 2024 21 TREE PROTECTION MAP 7 . t- — J KIELTY ARMIUSTS SERVICES LIC Certified Arborist WE#1 0724A TRAQ Qualified P.D. Box 6187 San Mateo, CA 94403 650-532- 418 _.t--______..___, t& AM 0 � t I' r ` Red line indicates recommended placement of Type I Tree Protection Fencing. Green rectangle indicates recommended placement of Landscape Barrier Zone, if fencing must be temporarily repositioned for construction activity. Staging All tree protection measures must be In place before the start of construction. An inspection prior to the start of construction is often required by the town. All vehicles must remain on paved surfaces if possible. Existing pavement should remain and should be used for staging. If vehicles are to stray from paved surfaces, 6 inches of chips shall be spread, and plywood laid over the mulch layer. This type of landscape buffer will help reduce the compaction of desired trees. Parking will not be allowed off the paved surfaces Root Cutting If for any reason roots are to be cut, the work shall be monitored and documented. Large roots (over 2 inches in diameter) or large masses of roots to be cut must be inspected by the site arborist. The site arborist, at this time, may recommend irrigation or fertilization of the root zone. All roots needing to be cut should be cut clean with a saw or lopper. Roots to be left exposed for a period of time should be covered with layers of burlap and kept moist. Kielty Arborist Services LLC Arborist Report 2024 I9 KIELTY ARBORISTS SERVICES LLC Certified Arborist WE#10724ATRAQ Qualified P.D. Box 6187 San Mateo, CA 94403 650- 532- 418 Communication and Training Facilitate effective communication among all project stakeholders, including contractors, subcontractors, architects, engineers, and landscape professionals, regarding the importance of tree preservation and the specific guidelines to follow. Conduct training sessions or workshops to educate personnel. COUNTY/CITY/TOWN CODE: Heritage And Protected Trees: As Defined In The City Of Burlingame Municipal Code: 'V) "Protected tree " means: (1) Any tree with a circumference of forty-eight (48) inches or more when measured fifty four (54) inches above natural grade; or (2) A tree or stand of trees so designated by the city council based upon findings that it is unique and of importance to the public due to its unusual appearance, location, historical significance or other factor; or (3) A stand of trees in which the director has determined each tree is dependent upon the others for survival. Removed Trees Replacement: As Defined In The City Of Burlingame Municipal Code: op 11.06.050 Prohibitions and protections. (a) No protected tree shall he removed from any parcel without a permit except as provided in Section 11.06.040. (b) The following conditions shall be observed during construction or development of property: (1) Protected trees are to be protected by a fence which is to be maintained at all times; (2) Protected trees that have been damaged or destroyed by construction shall be replaced or the city shall be reimbursed, as provided in Section 11.06.090; (3) Chemicals or other construction materials shall not be stored within the drip line of protected trees; (4) Drains shall he provided as required by the director whenever soil fill is placed around protected trees; and (5) Signs, wires or similar devices shall not be attached to protected trees. (Ord. 1057 § 1, (1975); Ord. 1470 § 1, (1992); Ord. 1598 § 1, (1998)) 11.06. 060 .Notices and permits required far removal or work significantly affecting protected trees. (a) Removal or Pruning. Owners, or their authorized representative, ofprotected trees on public or private property shall ohtain a permit to remove or prune a protected tree. The application shall be on a form furnished by the department and shall state, among other things, the number and location of the trees) to be removed or pruned by type(s) and the reason, for removal or pruning of each. The application shall also include a photograph with correct botanical ident fcalion of the Kielty Arborist Services LLC Arborist Report 2024 22 REVISIONS BY U V1 0 0 .44 O N C% con P4� Q ^ �o �7o� �U 3 C > J. o un c> O cc3 O A Qo �CIO Cn w S U 7= U .C13 72 N 11& 2 Q".o .� a 3 �' a y aJ. CA a.) 0 Ct A � � .o o C�3 Ho -C::$ C�3 H W O u�W � N QO N w0� N W NM pt DATE: NOV. 2023 SCALE: AS NOTED DRAWN: PU JOB: SHEET NO. A,91,,d OF SHEETS KIELTY ARWRIS'i'S SERVICES LLC Certified Arborist WE#10724A TRAQ Qualified P.D. Box 6187 San Mateo, CA 94403 650.532- 418 subject tree or tree(s). An authorized representative of the department shall make an inspection of the trees) and shall file a written report and his or her recommendations to the director. (b) Educational Conference before Work Commences. After receipt of an application, the director may require an educational conference to inform the owner of potential alternatives to the proposed removal or pruning. (c) Removal or Pruning of Protected Trees on Undeveloped or Redeveloped Property. When an application for development or redevelopment of a property containing one or more protected trees is filed in any office or department of the city, the person making such an application shall file a site plan showing the location of buildings or structures or of proposed site disturbances, and the location of all trees. The director shall determine if all protected trees are shown. An authorized representative of the department shall make an inspection and shall file a report of his or her findings and recommendations to the director. Subject to the replacement provisions of Section 11.06.090, the director shall approve the removal of protected trees within the footprint of approved construction in the R-1 zone, which construction does not require a variance, conditional use permit, or special permit under Title 25 of this code. The notice and appeal provisions of Sections 11.06.070 and 11.06.080 shall not apply to such approvals. (d) Review. In reviewing applications, the director shall give priority to those based on hazard r r T director refer r o danger o disease. he dr ecto m e e an application to another department, invent committee g .f may .� y pp P board or commission of the city for a report and recommendation, and may require the applicant to provide an arborists report. In reviewing each application, the director shall determine: (1) The condition of the tree(s) with respect to disease; danger offalling; proximity to existing or proposed structures, yards, driveways and other trees; and interference with public utility services; (2) The necessity to remove the trees) in order to construct any proposed improvements to allow economic enjoyment of the property; (3) The topography of the land and the effect of the removal of the trees) on erosion; soil retention; and diversion or increased flow of surface waters; (4) The number of trees existing in the neighborhood on improved property and the effect the removal would have on the established standard of the area and property value. Neighborhood is defined as the area within a 300 foot radius of the property containing the trees) in question; (5) The number of trees the particular parcel can adequately support according to good arboricultural practices; (6) The effect tree removal would have on wind protection, noise and privacy; and (7) The economic consequences and obligations of requiring a tree to remain. (Ord. 1057 § 1, (1975); Ord. 1470 § 1, (1992); Ord 1492 § 2, (1993); Ord. 1598 § 1, (1998); Ord. 1603 § 9, (1998)) Replacement Trees: As Defined In The City Of Burlingame Municipal Code: In accordance with the City of Burlingame guidelines, replacement trees should meet the following criteria: -Native or Approved Species: The replacement tree should be a native species or an approved non-native species that is well -suited to the local climate and environmental conditions. The City maintains a list of recommended tree species for reference. KIELTY ARWIUSTS SERVICES LLC Certified Arborist WE#10724A TRAQ Quarified P.D. Box 6187 San Mateo, CA 94403 654 532-1418 -Size and Health: The replacement tree should be of appropriate size and in good health at the time of planting. It should have a well -established root system and exhibit no signs of disease or significant damage. -Canopy Cover: The replacement tree should possess a canopy size and, form that is consistent with the urban forest goals of the City. It should have the potential to grow into a mature tree with a broad canopy, providing shade, aesthetic value, and ecological benefits. -Longevity and Durability: Consideration should be given to selecting a replacement tree species that has a long lifespan and is resilient to potential environmental stressors, such as drought, pests, and diseases. -Site Suitability: The selection of the replacement tree should take into account the specific site conditions, including soil type, drainage, available space, and proximity to infrastructure_ It is crucial to choose a tree species that is compatible with the site's characteristics to ensure successful establishment and healthy growth. The City of Burlingame encourages property owners to consult with certified arborists or horticultural experts to assist in selecting an appropriate replacement tree species. The C'ity's Urban Forestry Department can also provide guidance and assistance in choosing a suitable tree and ensuring compliance with the regulations. Tree species such as coast live oak, valley oak, Chinese pistache, Deodar cedar, water gum, Chinese elm, and red maple are good species selections for this site. By carefully considering these factors and selecting appropriate replacement trees, the City aims to maintain the urban forest's vitality, contribute to biodiversity, and enhance the aesthetic and environmental quality of the community. TREE WORD STANDARDS AND QUALIFICATIONS To ensure high -quality tree work, 'including removal, pruning, and planting, the following standards and qualifications will be adhered to: • Industry Standards: All tree work will be performed in accordance with industry standards established by the International Society of Arboriculture (ISA). These standards encompass best practices and guidelines for tree care and maintenance. • Contractor Licensing and Insurance: The contractor undertaking the tree work must possess a valid State of California Contractors License for Tree Service (C61-1349) or Landscaping (C-27). Additionally, they must have comprehensive general liability, worker's compensation, and commercial auto/equipment insurance coverage. ■ Workmanship Standards: Contractors must adhere to the current Best Management Practices of the International Society of Arboriculture (ISA) and the American National Standards Institute (ANSI). These standards, including ANSI A300 and Z133.1, outline guidelines for tree pruning, fertilization, and safety. Compliance with these standards ensures the use of proper techniques and practices throughout the tree work process. By adhering to these established standards and qualifications, we can ensure the provision of professional and safe tree services that meet the industry's best practices and promote the health and longevity of the trees. KIELTY ARMIUSTS SERVICES LLC Certified Arborist WE#10724A TRAQ Qualied P.D. Box 6187 San Mateo, CA 94403 650- 532- 418 SCHEDULE OF INSPECTIONS Kielty Arborists Services LLC: We will conduct the following inspections as needed for the project: • Pre -Equipment Mobilization, Delivery of Materials, Tree Removal, and Site Work: Our project arborist will meet with the general contractor and owners to review tree protection measures. We will identify and mark tree -protection zone fencing, specify equipment access routes and storage areas, and assess the existing conditions of trees to determine any additional necessary protection measures. • Inspection after Installation of Tree -Protection Fencing: Upon completion of tree -protection fencing installation, our project arborist will inspect the site to ensure that all protection measures are correctly implemented. We will also review any contractor requests for access within the tree protection zones and assess any changes in tree health since the previous inspection. • Inspection during Soil Excavation or Work Potentially Affecting Protected Trees: During any work within non -intrusion zones of protected trees, our project arborist will inspect the site and document the implemented recommendations. We will assess any changes in tree health since the previous inspection to monitor the well-being of the trees. • Final Site Inspection: Prior to project completion, our project arborist will conduct a final site inspection to evaluate tree health and provide necessary recommendations to promote their longevity. A comprehensive letter report summarizing our findings and conclusions will be provided to the City of Burlingame. Our inspections aim to ensure proper tree protection, health, and adherence to project requirements. ASSUMPTIONS AND LIMITING CONDITIONS • Legal Descriptions and Titles: The consultant/arborist assumes the accuracy of any legal description and titles provided. No responsibility is assumed for any legal due diligence. The consultant/arborist shall not be held liable for any discrepancies or issues arising from incorrect legal descriptions or faulty titles. • Compliance with Laws and Regulations: The property is assumed to be in compliance with all applicable codes, ordinances, statutes, or other government regulations. The consultant/arborist is not responsible for identifying or rectifying any non-compliance. • Reliability of Information: Though diligent efforts have been made to obtain and verify information, the cons ultantlarborist is not responsible for inaccuracies or incomplete data provided by external sources. The client accepts full responsibility for any decisions or actions taken based on this data. • Testimony or Court Attendance: The consultant/arborist has no obligation to provide testimony or attend court regarding this report unless mutually agreed upon through separate written agreements, which may incur additional fees. Kielty Arborist Services LLC Arborist Report 2024 23 Kielty Arborist Services LLC Arborist Report 2024 24 Kielty Arborist Services LLC Arborist Report 2024 25 KIELTY ARBOR1STS SERVICES LLC Certified Arborist WE#10724A TRAQ Q.ual-led P.Q. Box 6187 San Mateo. CA 94403 650- 532-4418 • Report Integrity: Unauthorized alteration, loss, or reproduction of this report renders it invalid. The consultant/arborist shall not be liable for any interpretations or conclusions made from altered reports. • Restricted Publication and Use: This report is exclusively for the use of the original client. Any other use or dissemination, without prior written consent from the consultant/arborist, is strictly prohibited. • Non -disclosure to Public Media: The client is prohibited from using any content of this report, including the consultantlarborist's identity, in any public communication without prior written consent. • Opinion -based Report: The report represents the independent, professional judgment of the consultant/arborist. The fee is not contingent upon any predetermined outcomes, values, or events. • Visual Aids Limitation: Visual aids are for illustrative purposes and should not be considered precise representations. They are not substitutes for formal engineering, architectural, or survey reports. • Inspection Limitations: The consultantlarborist's inspection is limited to visible and accessible components. Non-invasive methods are used. There is no warranty or guarantee that problems will not develop in the future. ARBORIST DISCLOSURE STATEMENT Arborists specialize in the assessment and care of trees using their education, knowledge, training, and experience. ■ Limitations of Tree Assessment: Arborists cannot guarantee the detection of all conditions that could compromise a tree's structure or health. The cons uitantlarborist makes no warranties regarding the future condition of trees and shall not be liable for any incidents or damages resulting from tree failures. • Remedial Treatments Uncertainty: Remedial treatments for trees have variable outcomes and cannot be guaranteed. • Considerations Beyond Scope: The cons ultant/arbori st's services are confined to tree assessment and care. The client assumes responsibility for matters involving property boundaries, ownership, disputes, and other non-arboricultural considerations. • Inherent Risks: Living near trees inherently involves risks. The consultant/arborist is not responsible for any incidents or damages arising from such risks. • Client's Responsibility: The client is responsible for considering the information and recommendations provided by the consultant/arborist and for any decisions made or actions taken. The client acknowledges and accepts these Assumptions and Limiting Conditions and Arborist Disclosure Statement, recognizing that reliance upon this report is at their own risk. The consultant/arborist disclaims all warranties, express or implied. Kielty Arborist Services LLC Arborist Report 2024 26 KIELTY ARWRISTM SERVICES UC Certified Arborist WE#10724A TRAQ Qualified P.D. Box 6187 San Mateo, CA 94403 650L 532- 418 CERTIFICATION I hereby certify that all the statements of fact in this report are true, complete, and correct to the best of my knowledge and belief, and are made in good faith. d, Signature of Consultant David Beckham Certified Arborist WE#10724A TRAQ Qualified January 15, 2024 Kielty Arborist Services LLC Arborist Report 2024 yo�tti:rr+e�. pt' • DAVID o� Q; BECKHAM z• :a w' r : WE-ryfl724A : Air€'E�•AR�❑ 27 REVISIONS BY U W � o 0 O N C% W mum �o � 7 o �U 3 C > J. o o CISC mot„ o „� un c> O cc3 O Cd� Qo Q� U O s ^o o `_� O "C U Cn S-r" �•'.r � N O N c� O 3 un Y O C> 24 un 0 t 4:5 }- b'D C> a G.> CN3 Y H o -c o3 H O H r� M-� U O u�W Z�� N QO � � N I w0� N DATE: NOV. 2023 SCALE: AS NOTED DRAWN: PU JOB: SHEET NO. A.I.e OF SHEETS S 41°30'00" E 55.03' // 1 \ N 41°30'00" W 50.00' \ LEGEND: L D +`�� I Iti I �j % TREE TO BE REMOVED X I (/ 1 '<°Q,4' Q° 2.5 0 'D\ �� L OAK TREE --- (E) TO BE REMOVED Lu NOTES: + b �/ ti NO EXISTING TREE OVER 48 INCHES IN + CIRCUMFERENCE AT 54 INCHES FROM BASE LLL ° \ 1 +� +� OF TREE MAY BE REMOVED WITHOUT A PROTECTED TREE REMOVAL PERMIT FROM THE PARKS DIVISION. SITE NOTES: 1. ACKNOWLEDGE THAT DUE TO THE EXTENSIVE NATURE OF THIS CONSTRUCTION PROJECT THE CERTIFICATE OF OCCUPANCY WILL BE RESCINDED ONCE CONSTRUCTION BEGINS. A NEW CERTIFICATE OF OCCUPANCY WILL BE ISSUED AFTER THE PROJECT HAS BEEN FINAL. NO OCCUPANCY OF THE BUILDING IS TO OCCUR UNTIL A NEW CERTIFICATE OF OCCUPANCY `Lb <' b• HAS BEEN ISSUED. 2. THE DEMOLITION PERMIT WILL NOT BE ISSUED UNTIL A BUILDING PERMIT IS ISSUED FOR THE PROJECT. 3. AT THE TIME OF THE INSPECTION FOR THE FORM WORK FOR THE FOUNDATION OF THE NEW DETACHED — — GARAGE, THE LICENSED SURVEYORS HUBS / STAKES \ WITH THEIR NUMBER MUST BE IN PLACE WITH THE STRING LINE SET UP FROM BATTER BOARD TO 1 \ r11 cb h BATTER BOARD. �� + Lb Lb 4. NO EXISTING TREES OVER 48 INCHES INCb CIRCUMFERENCE AT 54 INCHES FROM BASE OF TREE ®� I Lb II F - MAY BE REMOVED WITHOUT A PROTECTED TREE 0 REMOVAL PERMIT FROM THE PARKS DIVISION. '(1-0 1558-1330J � (E) CONCRETE 5. IF CONSTRUCTION IS WITHIN DRIP LINE OF EXISTING r- PATIO TO BE TREES, A TREE PROTECTION PLAN MUST BE IN PLACE REMOVED TO PROTECT TREES DURING ALL PHASES OF CONSTRUCTION. TREE PROTECTION REQUIRED FOR OAK TREES ON NEIGHBOR'S PROPERTY AND C) \ 1 INCLUDED ON DEMO SHEET Al C) \ 1 I - cf� I EXISTING 388 SF z \ GARAGE TO BE C) o, REMOVED 1 r� 1\ +�b• I I z l FARK5 NOTES: 1 \ \ b (E) CONCREE 1. NO PROTECTED SIZE TREE MAY BE REMOVED I �� APRON TO E E WITHOUT PERMIT FROM PARKS DIVISION (558-1330) �� I (E) 5TEPS-rO,,5E REMOVED REMOVED 2. CITY STREET TREE REQUIRES TREE WORK PLAN PERMIT FROM PARKS IDIV15ION (558-1330) I + _ _ \ CONCRE APRON +1 —� 3. EXISTING LANDSCAPE WILL BE REHABILITATED. ,/,E)I CRAWLSI6AC4 I 0, N SITE DEMOLITION PLAN RE1 SCALE: 1/8"=1'-0" 2*or 1.000 ti L LI Q <*3 +r� ACCESS TO 13E I I L — — — — \\ Tb I �b L — REMOVED —I — L — I — — — — �\ \ + I �IW ff m L° EXISTING 1115 5F RESIDENCE STRUCTURE TO BE REMOVED A' ® \7 N 411 I I \ \ II �bc� � (E) COVERED PORCHI 02, Iwl TO BE REMOVED I x z > ® (E) GONG. PATH TO BE I ,L 0 12 T E \ w — — — — — REMOVED ----�\ / I'D o (E) ROSE GARDEN w TO REMAIN I(y x \ I �/ XTREE 5 41°30'00" E 50.00' I +r�'II`0 I S 41°30 W CONCRETE SIDEUJALK REVISIONS BY U w � O O N con P4 �U M 7d O �U o�W U N v) r� >o coo =5 d • � 22c„ O a, V c> O � z �¢ 8-s W UCIS U o U _. ^o o `� U CIO N a, Q, F—' O "C Ov c� H 0 H ��l M-� U O u�W � N QO N w0� N WN� � DATE: NOV. 2023 SCALE: AS NOTED DRAWN: PU roE: 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 15 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. '1 NEW WATER METER SHALL NOT ON PRIVATE PROPERTY. IT MUCH BE LOCATED ON PUBLIC PROPERTY FOR ACGE55 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. II_ 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 1.5 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 4" 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 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_ 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 PROCEDURES 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 A5 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 'CREQUIRES FLOOD ZONE CONFIRMATION AND/OR PROTECTION CF 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 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 51ZE OF BUILDING, SEE UFC APPENDIX IIIA. 5CHEMATIC LUATER LATERAL 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 ABS SOLID DRAINPIPE. RUN 4" DIAMETER (OR 51ZE 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 ABS 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 5Y5TEM. 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 UNLE55 PROTECTED BY AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM, THEN IT MAY BE REDUCED BY 50%. CONTACT BURLINGAME ENGINEERING DEPARTMENT. GREEN BUILDING NOTES: 1_ PROJECTS THAT DISTURB LESS THAN 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 MEA5URE5 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 1 IT I " ERTY LINE. STORM WATER NOTES: I R AT T N OR 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/stormwaterdeveloptnent. 2. DESIGN MEASURES: 1 - DIRECT ROOF RUNOFF ONTO VEGETATED AREAS USING A DISCONNECTED DOWNSPOUT. - CONSTRUCT DRIVEWAY WITH PERMEABLE PAVEMENTS. T,45LE NO_ A41->4-1 MINIMUM REQUIRED FIRE FLOW 4 FLOW DURATION BUILDINGS FIRE AREA {square feet) FIRE FLOW (gallons FLOW OURATION X 0.0929 for m2 per m pure) {hours) Type I-F.R. II-F.R.1 Type II One-HR. III One-HR.1 Type IV-H.T. V-One-Hr.1 Type II-N II-Ni Type V-N1 x 3.70 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 3,601-4,800 1,750 30.201-38,700 17,001-21,800 10,9D1-12,900 7,901-9.800 4,801-6,200 2,000 35,701-48.300 21,801-24,200 12,9D1-17AD0 9,8D7-12,600 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 32.601-38.000 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 97,701-103.6W 70.601-77.000 43,40"7,400 5,750 295,901-Greater 166,801-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 8,250 " 125.501-135.500 90.601-97.900 55,701-60,200 5.500 " 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 I 79,801-85,100 7,750 " 191.401-Greater 128,301-Greater I 85,101-Greater 8.000 PUBLIC UJORK NOTES: I. 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 STORi11WATER 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 S:OOAM. AND 5:00 PM, THIS INCLUDES CONSTRUCTION HAULING. 5. 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. 7. 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. 8. THE PROJECT SHALL COMPLY WITH THE CITY'S NPDES PERMIT REQUIREMENTS TO PREVENT STORM WATER POLLUTION. 9_ 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 ST0t21`1 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 ll. IF PUBLIC WORKS REQUIRES SIDEWALK REPLACEMENT, POLICY FOR EXPANDING WIDTH OF PLANTER STRIP MUST BE IMPLEMENTED AROUND NEW OR EXISTING CITY STREET TREE. PUBLIC UJORKS 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. ALL ABANDONED SEWER LATERAL OR WATER SERVICE SHALL BE DISCONNECTED AT THE MAIN AND PER CITY REQUIREMENTS. AN ENCROACHMENT PERMIT WILL BE REQUIRED FOR THESE ITEMS. 6_ IF THE STRUCTURE (ADU AND/OR GARAGE) 15 PROPOSED TO BE BUILT WITHIN 24" OF THE PROPERTY LINE, PLEASE ADD THE FOLLOWING STATEMENT, DUE TO THE CONSTRUCTION OF THE ADU AND/OR GARAGE UP AGAINST THE REAR AND/OR SIDE PROPERTY LINE(S), A CONSTRUCTION STRING LINE REPRESENTING THE PROPERTY LINE SHALL BE ESTABLISHED DURING THE FINAL PUBLIC WORKS INSPECTION TO CONFIRM NO ENCROACHMENTS EXIST. 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 15 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 6 650-558-1213 POST -CONSTRUCTION IMPERVIOUS AREA CALCULATION: 1. LOT SIZE = 1,883 50. FT. 2. 409- POST CONSTRUCTION IMPERVIOUS AREA. 3,15320 50. FT. (N) RESIDENCE = 1,92050 SQ. FT. (N) ADU = 850.00 SQ. FT. (N) GARAGE = 546.00 SQ. FT. TOTAL 3,31650 SQ. FT. > 3,15320 SQ, FT. 42% 26.1 ADJACENT BUILDING ,4C NOTES AC EQUIPMENT WILL NOT EXCEED A MAXIMUM OUTDOOR NOISE LEVEL (dBA) OF SIXTY (60) t DAYTIME (1:00 AM - 10.00 PM) OR FIFTY (50) NIGHTIME (10.00 PM - 1.00 AM) AS MEASURED FROM THE PROPERTY LINE. BMC 2558.050 ADJACENT BUILDING BUILDING SETBACK ADDRESS- SETBACKS: 32 155 1224 262 (SITE) 16 65' 1140 &0, 100 13-0' TOTAL: 1202' AVERAGE- 11.11' N SITE DEVE OPMENT P SCALE: 1 "=1'- " 21.1 IN P ZD � o Z ......... �A I ........... - - - ..... ...:..:......i ..... L - �......ti �� .......... . ........ ..............I .I• ... ... ... A . . . . . ... . . . . I \I........... +�.... .........I..� + �............. .. ............. .....f } A..............................:..:............ b........1. . ...................... ..................... .......� ..:.............................. ........� S - I.� B E _A I �................. ... ............ ......... ....... D �........... ............... L ..... NEW 5 , ODE .............. _ �'.'.'.'.'.'.'.'.'.'.'.'.FFL EL.- 28.0.0 ...... ........... IL ................ .......... ...... +....I . ... ...........................1 . ..... .... ..... .. S I .................................. �........... . . ...SE ...... VI f RVICE ll"' .... ADU �.........qEL .. 1 I F........... L....... . I I 4Dm I ... I SETBA - - .......... 1........... 1 ......... Fl) DSrA w W � U Im w I _, O ( ) ROSE GARDENLL 0-(N) 4" SEWER a 5 41°30'00" E 0' CONCRETE SIDEWALK CONCRETE ~W' W/ CLEANOUT WLACE ALL CURB GUTTER, SIDEWALK' DRIVEWAY APRON fib. PER CITY STANDARDS METER BLOOMFIELD POAD �,O UJIDE Rlrx�4fi-0F+UJ,4-T' 26.4 ►Ll�.IOJ ADJACENT BUILDING ADJACENT BUILDING I G� \Q <+ 000 �O O hXi �� 212 5 41°30'00" L 21.0 w c. REVISIONS BY 02y26%24 AI PU U w I--i O� � O O O 00 L% N L/1 c� 4 0 mum Q O W) 7C c ►� U 44 o > c'S � o a� �40 C �Q an 0 = g >~ C.), - co z �_S-_¢ � G.% cn Y N rs1 0 Q U w O � yS CIS U _ U -a o CJU 3CIO 8 t5 (D110 >~ c- � = z o Q, FF_ o -� O ►-� U F--� u� N QO N I w0� N h-t�-•1 --�) ram-+ WN� a DATE: NOV. 2023 SCALE: AS NOTED DRAWN: PU JOB: SHEET NO. A02,0 OF SHEETS 12' -0" WILDING LINE BELOW I UJ2626C I W2626C TEMP. , TEMP. r 111 MASTER BATH #4 11'-6"xl2'-6" 11) D2668 16'-0" UJ2640C UJ264OFX UJ2640C 177-11---FF I ®I� 7 I-1 > Iv I I I MA ItE BED O #4 151-01X'111611 FD2668 FT266,5 I �6� I - I I I MASTER I I I � UJ_I_C_ I SITTING / 01=1=10E I 11 -6"xll'-6' I I 12'-6"x11'40" I I I I I COFFER CEILING J T I N N I I DN � I — J LAUNDRY //�� 9' — S(J"X 1 S(J' — SCJ' D3080 I OI �I ml zl �I o I C BATH #3 D2680 I LU I1'-O"x5'40" � I I® ® LINEN LOFT N L 13'=O'1X111=0" I�-3 WALK- IN -CLOSET I I L- COFFER CEILING I 9= x5-f� I LU � UU2626C UU2626C I I �I� T I I _ � I I I I I I I I BEp O #3 I 14'- 13'-O" I I �I I UJ2640C UJ26 0FX UJ2640C 2'-6" 15'-0" 9'-0" 30'-6" N UPPER FLOOR PLAN SCALE: 1/4"=1'-0" EIM ,n F-1 F -1 LJ M 7' 26'-6' UU2650C D150�O FI-FOLDING )777 1 1<X I 'IT � I I UJ2626C " MUD R_00_M_ I 11-611XV-6PANTRY � C) REF. .I n I I I I I T I e �w I � � I X O L To KITCHEN 15'-(o"x18'-O" � I I -1 � I T I I I I I O O O O O O ICI AC -uF BATH #2 - G ENE ATOR N I' - O"x6' - � I Q � I D3000 I D3080 I GREAT RM, IT-6"x16'-O" I DINING 17140"x13'-01, x I � � OF I X LL M @ 15-0"x1l'-O" VQ qqpp FOYER PD2(o - 13'-0"xll'-01, v-- UJAL<-IN-6231, �_���x5' Oil WALK-IN-CLO_ 11-0"x5'-O" n FD2680 I In] ---- — — — — � I = U BATH #) c I BED OOM #1 E R PO rul 14'- "X13 -O" UU2626C TEMP. v ❑ LEJ e S)I W2650C L2650FX UU2650C ' cv 4'-0" 34'-0" N MAIN FLOOR PLAN SCALE: 1/4"=1'-0" REVISIONS BY � O O 14 N 7� CII, �U o�W 3 >o o �w cc3 O CIS 'O N CIS �. o 0 t 4:5bp }- o s.3 CII3 Ov cq3 H O H ��l I-� O u�W Z�� N QO N w0� N WN� � DATE: NOV. 2023 SCALE: AS NOTED DRAWN: PU JOB: SHEET NO. A03 OF SHEETS ELASHTOMERIC SHEET WATERPROOFING EXTED AS NOTED SLOPE METAL FLASHING WITH DRIP EXTEND 4" MIN ABOVE CEDAR WOOD TRIM PER ELEVATION WINDOW FRAME WINDOW FRAME SEALANT WOOD TRIM PER ELEVATION ELASHTOMERIC SHEET WATERPROOFING EXTED AS NOTED HEAD SILL TYP. HEAD + SILL DETAIL SCALE: 1n=1'—On TOP OF RIDGE EL. +5433 �i TOP PLATE ji, UPPERFLOOR lqr GYP- BD. ji, PLATE LEVEL HEADER PER PLAN DBL 2x SILL 2x BLOCKING OMIT AT PLYWD.SHEARWALL GYP. BD, 20'-0" FRONT SETBACK MAIN FLOOR EL. +26-0 0 CIO TOP OF RIDGf EL. +5433 TOP PLATE UPPER FLOOR PLATE LEVEL MAIN FLOOR EL. +28-0 30'-0" MAXIMUM HEIGHT LIMIT - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — rw�i i�i.i wu.vvw w, n✓✓i�wv, SIDING, TYP. SIMILIATED TRUE LIGHTED DIVIDED GRIDS FRONT ELEVATION SCALE : 1/4"=1'-0" 12 l ■ lox WOOD BRACKET, TYP. ENTRY DOOR COLUMNS v~ COMPOSITION SHINGLE, TYP. MIN milli 14" SQ• WOOD CASEMENT WINDOW W/ 4" WOOD COLUMNS SIMILIATED TRUE SIDING, TYP, DIVIDED GRIDS RIGHT ELEVATION SCALE: 1/4"=1'-0" F(E) GRADE — (N) GRADE LEGEND EE EMERGENCY EGRESS REVISIONS BY � o O N con mum �U 3 cc3 O �z Q O "55 O o CIS 'o o_ O O O p •�, w O N '� sn�r •� o cn c5 a.) �~ 0 cd A � � .o o CN3 O y ¢ > U Ov C�3 O F--i Z�� N QO N w0� N h-'�-•i �j ram-+ WN� � DATE: NOV. 2023 SCALE: AS NOTED DRAWN: PU JOB: SHEET NO. A.4 OF SHEETS 0 ll� , Elm 1 14Z� F Oia rim REVISIONS BY H � o 0 N W mum �o �U 3 U a i o bA O cc3 O Q O z/] C10 Q CIO CIO O 03 'O O 4 O U p •�, w O N U Y L� U C-) v� 2. � a 3 •� C c o CD 75 C5 a.) A O Z�� N QO N w0� cv WN� � DATE: NOV. 2023 SCALE: AS NOTED DRAWN: PU JOB: SHEET NO. A05 OF SHEETS TOP OF RIDGE .1 I FLOOR +28-00 ,..,.,�I ����� W��.,✓.,W W� SIMILIATED TRUE DOOR WATTS MAX_ SIDING, TYP. DIVIDED GRIDS FRONT ELEVATION SCALE: 1/4"=1'-0" III —u I lint /`/1Mb/1CItI^AI VL -1.. 11-111 WII I&- W/ SIDING, TYP- SIMILIATED TRUE DIVIDED GRIDS REAR ELEVATION SCALE: 1/4"=1'-0" Vy -1-1 11-111 Wil lw W W/ SIDING, TYP. SIMILIATED TRUE DIVIDED GRIDS LEFT ELEVATION SCALE: 1/4"=1'-0" ii MAIAMIIM LJPle-I--IT I IMIT / /1Mb/1CItI/1A1 SIMILIATED TRUE SIDING, TYP, DIVIDED GRIDS RIGHT ELEVATION SCALE: 1/4"=1'-0" 42'-6" TFMP. W2650C W2650C EE650C W2650C W2650C W2650C W2650C W2650C N ADU FLOOR PLAN SCALE: 1/4"=1'-0" 0 N OUTDOOR ;-IF T PUMP m 1 0 ❑O TANKLE66 W/b REVISIONS BY U � O O N W mum 7d O U I� I 3 bA O O a�i Q • r� v] 8, O d cc3 22 O Q II--II--I1 O 03 'O O 4 O O p •�, w O N A un .3 cd Fes- o o� cd I� O H O � Z�� N QO N w0� N h-'�-•i �j ram-+ WN� � DATE: NOV. 2023 SCALE: AS NOTED DRAWN: PU JOB: SHEET NO. A.6 OF SHEETS GARAGE EL. +28.Cm COMPOSITION SHINGLE, TYP_ 4" WOOD CASEMENT WINDOW W/ SIDING, TYP. SIMILIATED TRUE DIVIDED GRIDS 6x WOOD BRACKET, Tl'P- LIGHT FIXTURE, LWOOD ENTRY 40 WATTS MAX_ DOOR 25'-mil SETBACK FRONT ELEVATION SCALE: 1/4 -1-0 SIDING, TYP. REAR ELEVATION SCALE: 1/4"=1'-0" SIDING, TYP_ SIMILIATED TRUE DIVIDED GRIDS LEFT ELEVATION Ifi ma, MINOR,, SIMILIATED TRUE W W DIVIDED GRIDS I7'-&" COMPOSITION SHINGLE, TYP_ ROOF PITCH �412 — — — — — — T:(E) ------- ------------------- GRADE (N) GRADE CASEMENT WINDOW W/ 4" WOOD SIl"IILIATED TRUE SIDING, TYP- DIVIDED GRIDS RIGHT ELEVATION SCALE: 1/4 -1-0 N GARAG SCALE: 1/4"=1'- 0 E FLOOR PLAN " REVISIONS BY U H � o 0 a� >C N c 7� W mum IlU 3 o C c bA O O a�i Q • .�-� 922 8, O,� d cc3 22 O Q O 03 'O O 4 O O p •�, w O N CA --r cd A on O cN '15 cd A � � .o o as cd H I� Z�� N QO N w0� cv WN� � DATE: NOV. 2023 SCALE: AS NOTED DRAWN: PU JOB: SHEET NO. A07 OF SHEETS TOP OF RIDGE EL. +54.33 1� 00 0 cs� ATt SPA (R-30 INSULATION REQUIRED) ;TRUSS BY OTHERS TOP PLATE VAULTED CEILING COFFERED CEILING VAULTED CEILING cs� O BAT /LAUND BEDROOM 3 / \ OFFICE MASTER BEDROOM 4 � UPPER FLOOR PLATE LEVEL eC E MAIN FLOOR BEDROOM 1 FOYER / HALLWAY / \ \ KITCHEN / EL. +28.® —i � I=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 ''=1I --I I1=1 11� II1I =-1 11III_1I=—I1 I1I1I II 1I—=1III1II 1I_1I � I1I II 1—=IIIII 1I—I . I1I II I —IIIIII 1I—I 1, 1I =III1 II II 18" I1 MII I=IINII1 . II IIC=I � RII1 II AI=IWII1 LII IIS=I � PII1 IIAI=ICII1 EII II I� SII1 I"I MIN. IN.� ICI1 II RI=IIAI1 II WII=I L� ISI1 II PI=IIAI1 CII II=I E� II1 II I=III1 II II=I � II1 II I=III1 II II=I � II1 II I=III1 II II=I � II1 II I=III1 II II=I . I—I1 II I=III-1 I I IIIIII=I � II1 II I=III1 II II=I � II1 II I=III1 II II=I � II1 II I=III1 II II=I � II1 II I=III1 II II=I � II1 II I=III1 II II=I . II1 II I—IIIIIIII I I II=I � II1 II I=III1 II II =I � II1 III SI=I"II1 MII II=I IN� II1 . II IC=IIRI1 II AII=I �WII1 LII II S=IIPI1 IIAII=I C� II1 E 111 II I =III1 II II=I � II1 II I=III1 II II=I � II1 II I=III1 II II=I � II1 II I=III1 II II=I � II1 II I=III1 II II —=I � I—I1 II I I 1I=---IIIII1I-1I I1I—11I II I.-1III1I—=1� II I1I-1I I1I=-11I II I.-III-1� 1I 11I=1I I I-11I II I.-IIII1I—1� 1I 11I=1I I I-11I II I.-IIII1I=1� II I1I--1I I1I1--11IIII. II-_1IIII1 I I-I1II 1I ;1 11,=I � I . , III III —III III —III III —III III —III III —III III —III IIII I III III —III III —III III —III III —III III —III III —III III —III III —III III —III III —III III —III III —III I III —III III —III III —III III —III III —III IIIIIII III III —III III —III III —III III —III III —III III —III III —III III —III III —III III —III III —III III —III III —III I I i SECTION THRU AA SCALE: 1/4"=1'-0" REVISIONS BY U � o 0 N con P4 �U M 7d O �U IS I 3 > i C=13 o o un bA O 22 c> O cc3 O �A Q O con Q v c O 'O O 4 O O p •�, w O U -o o a� U c13 o s.3 cd c�3 H W H r� O u�W Z�� N QO N w0� cv WN� � DATE: NOV. 2023 SCALE: AS NOTED DRAWN: PU JOB: SHEET NO. A.8 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 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, eat 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 `13 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 ❑ 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 �o 0 V1 O N mum C� �U O ' \ 3 g a: CIS cc3 O �z V x� �Q o S 72 4 ttf a 3 o� �' Cn ! un 7S C_> Cd C�3 0 O u�W Z�� N QO N w0� N WN� � DATE: NOV. 2023 SCALE: AS NOTED DRAWN: PU JOB: SHEET NO. Nel OF SHEETS 16'-0" UPPER FLOOR AREA CALCULATION SCALE: 1/4"=1'-0" 42'-6" ADU AREA CALCULATION SCALE: 1/4"=P-0" N M,4f N FLR FLOOR 4 ,4= A 2(cI=/ IIx-41=011 = 10(0.00 5F 5 3-41=0114-41=011 = a1(0.00 5F C 261-0II44'=OII = &24_00 5F D -41=0''x12'=0II = 4a,00 5F E -41=0IIxl21=(oII = 50.00 5F F -41=0IIx101=0II = .40,0 ✓ 5F G 111=01Ix9140 = 1(01,50 5F H 151=0IIx,41-0II = (00,00 5F 15.00 5F 1 13'=011xll'=(o" = 1.49.50 5F f2 41 = 01111' = ( l l = 4(0,00 5F (FO CH)19E5_50 5F <2_00 5F _ 0_00 5F TOTAL MAIN FLR AREA: - 1,920,50 5F �FFEF,FLR FLOOfR A EA. i4 1(01= 0 1 I X4 1_ 0 I I = (o,4.00 5F E3 2a1=0llxl41=0II 5F C 25140Ilx11'=01, - 293,2E5 5F E 1, - Ilx(014 2140 1(o.25 5F F 2,41=011xll'=(011 - 21(o.00 5F G 15'=011x13'=011 - 202.50 5F TOTAL UPPER FLR AREA: - 1/552,00 5F MAIN FLR AREA: 1/920,50 5F UPPER FLOOR AREA: + 1/552_00 5F GARAGE: * 54(0.00 5F AD -- 42 1= (oI I x2 O I= O I I - a50.00 5F AnlI TnTAI P P A;P�:A _ 91�;nnn C4 <-� le21'-0" GARAGE AREA CALCULATION SCALE: 1/4"=1'-0" low WE) 00- iA000L 4'-0" MJ I I\ m ME I WALK- IN-CLO. I ff-�! I I ---------------------fi- 34'-0" i n-0, 0 50 ----I!-------- GREAT RM. MAIN FLOOR AREA CALCULATION SCALE: 1/4"=1'-0" 77 I I I I I / REVISIONS BY U H � o 0 N W mu cn �o �U cd o bA v] 8 � O cc3 O -C = Q O 'O O 24 • N O Y -cam LE U v� con � cl, Ov c3 Q O Q o u�W Z�� N QO N w0� N WN� � DATE: NOV. 2023 SCALE: AS NOTED DRAWN: PU JOB: SHEET NO. AC OF SHEETS 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 PLANTING RUBBER CINCH TIE OR EQUAL S' FINE POLE *STAKE OUTR5IDE ROOTBALL ROOTBALL 4" MULCH IN 5A51N WATER 5A51N *3" HIGH LIP ROUGHEN 51DE5 4 BOTTOM OF PIT III-1 - PREPARED BACKFILL *AMEND WITH ORGANIC 5% ORGANIC COMP05T 4 MYCORRH I ZAL FUNGI PER MFR15 5PEC5 - PREPARED 5U5501L PEDE5TAL ROOTBALL 4" MULCH IN BASIN WATER 5A51N *3" HIGH LIP ROUGHEN 51DE5 4 BOTTOM OF PIT PREPARED BACKFILL *AMEND WITH ORGANIC 5% ORGANIC COMPOST 4 MYCORRHIZAL FUNGI PER MFR15 5PEC5 CONVEX PLANTER 5A5E PEDE5TAL COMPACTED CLASS II AGGREGATE BASE COMPACTED SUBGRADE VEHICULAR UNIT PAVER PAVING DSCALE: NTS 11 " AM INS (N) 0-0" SOLID - WOOD FENCING PLUS 1 2" LATTICE (N) RESIDENCE WOOD FENCING PLUS 1 2" LATTICE (N) 0-0" SOLID WOOD FENCING PLUS 1 2" LATTICE 6 4 N4 (N) STEPPING STONES [z SET ON SAND BASE w 4 4 ❑ ❑ 4 1 1 1 1 4 2Lu 1 2 2 LL_ 2 1 10 �` A 10 . . 10 10 10 Io 10 (N) STEPPING STONES 10 �o 2 2 ol 10 2 2 • 21.1 4 4 27.2 5 41'30 S 41 °30'00" E 5 .00' (N) ONCRETE SIDEWALK LALL NEW 51DIWALK, CURB, AND GUTTER FRONTING THE PROPERTY S ET TREE ® WATER TER 27.0 1 T.0.c. BLOOMFIELD ROAD 60' WIDE RIr3HT-0E-LU,4Y N) CONCRETE DRIVEWAY APRON *PER CITY STDS 2 1 PLANT L15T 124 BLOOMFIELD ROAD BURLINGAME, CA TREE5 A MAGNOLIA X 5OULANGIANA SAUCER MAGNOLIA 2 24" BOX MODERATE B LAGER5TROEMIA INDICA 'TU5CARORA' GRAPE MYRTLE 1 24" BOX FAST C GEANOTHU5 'RAY HARTMAN' RAY HARTMANN GEANOTHU5 1 24" BOX FAST I HEUCHERA MIGRANTHA ' PALACE PURPLE' PALACE PURPLE CORAL BELLS 45 1 GALLON MODERATE 2 BOXUS 5EMPERVIREN5 ENGLI5H BOX WOOD (o 1 GALLON MODERATE 3 HEMEROCALL15 'DWARF RED' DAYLILY II 1 GALLON MODERATE 4 PHORMIUM 'GUARDSMAN' GUARDSMAN FLAX 1 5 GALLON MODERATE 5 CAMELLIA SA5ANQUA 5A5ANQUA CAMELLIA 9 5 GALLON MODERATE 6 CH015YA TERNATA MEXICAN ORANGE 3 5 GALLON FAST I R05A R05E 3 5 GALLON FAST 8 LAVANDULA AUGU5TIFOLIA ENGLISH LAVANDER 2 5 GALLON MODERATE 9 ROSA 5PP. R05E 2 5 GALLON MODERATE 10 PLUMBAGO AUNCULATA CAPE PLUMBAGO 8 5 GALLON MODERATE GROU DCOVER LAWN BOLERO BLEND, DELTA BLUEGRASS CO. 1 250 5F I ROLLS I SLOW GENERAL NOTES I. CONTRACTOR SHALL VERIFY ON 51TE ALL GRADES, PROPERTY LINES, EASEMENTS, SETBACKS, UTILITIES, 51TE 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/HARD5CAPE 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 GROUNDGOVER, 4. CONTRACTOR SHALL OBTAIN ALL PERMITS NECESSARY TO COMPLETE PROPOSED WORK AS PER 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, GA5 AND ELECTRICAL. 1. THE CONTRACTOR 15 RESPONSIBLE FOR COMPLIANCE WITH SOILS REPORT, POOL PLANS AND GRADING AND DRAINAGE REQUIREMENTS PER CIVIL ENGINEER. 8. THI5 PLAN 15 NOT A SURVEY OR CONSTRUCTION DOCUMENT. IT 15 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 ON51TE. 10. THE LANDSCAPE ARCHITECT AND ENGINEER ASSUMES NO LIABILITY FOR DISCREPANCIES BETWEEN THE PLANS AND ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS. 11. WORK WITHIN THE RIGHT OF WAY 15 SUBJECT TO INSPECTION AND APPROVAL BY THE CITY. OBTAIN ENCROACHMENT PERMIT FROM PUBLIC WORKS DEPARTMENT PRIOR TO WORK WITIN THE RIGHT OF WAY, THI5 WORK MAY INCLUDE LANDSCAPING IN THE RIGHT OF WAY, NEW CURB DRAINS, AND PARKING STRIP, PLANTING NOTES 1. ALL PLANTING AREAS WITH A SLOPE OF LE55 THAN I(o%, SHALL BE CULTIVATED AND ROTOTILLED TO A DEPTH OF 51X ((o) 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. (o. 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 LE55 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 50D QUANTITIES PRIOR TO SUBMITTING BID FOR WORK. DOCUMENTATION OF PLANTS INSTALLED AT THE J055ITE 15 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. HARD5CAPE 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 PERM155ION 15 OBTAINED FROM THE LAND OWNER OR CITY BUILDING DEPARTMENTS. PARKS NOTES I. A PROTECTED SIZE COAST LIVE OAK 15 PROPOSED FOR REMOVAL AND SUPPORTED BY AN ARBORIST REPORT. NO EXISTING TREE OVER 48 INCHES IN CIRCUMFERENCE MEASURED AT 54 INCHES FROM NATURAL GRADE MAY BE REMOVED WITHOUT A PROTECTED TREE REMOVAL PERMIT FROM THE PARKS DIVISION. CONTACT PARKS DIVISION (555-1330) FOR LINK TO APPLICATION. ONE APPLICATION 15 ACCEPTABLE FOR ALL TREES PROPOSED FOR REMOVAL. 2. PARKS WILL NOT OPPOSE TREE REMOVAL IN ORDER TO FACILITATE PROPOSED DEVELOPMENT. HOWEVER, THE TREE MUST REMAIN FOR NOW. WHEN THE BUILDING PERMIT 15 ISSUED, APPLY TO PARKS FOR TREE REMOVAL PERMIT. TREE MAY BE REMOVED ONCE BUILDING PERMIT AND PROTECTED TREE REMOVAL PERMIT ARE BOTH OBTAINED. LANDSCAPE PLAN SCALE: 1/8" = 1'_0" REVISIONS BY PLANNING 02/26/24 Al PU PLANNING 04/16/24 0 PU W N U cn W ctrn 7�Li � o ct aq O 0 -� v� 8 O � � o Q Q � U o U 3 .� C5 as Fs p 0 3 ct c7z: pR4 N, O���C F� Exp.12-31-20 civi QF CAt1FQ H 0 F� WSW O W�� M QO N wOZ N wN� a DATE: NOV. 2023 SCALE: AS NOTED DRAWN: PU JOB: SHEET NO. Lol OF SHEETS N c 0 a, E Ln I N 0 N as N U a� 0 o, 3 0 N Z Q N W 3 / 0 ro N Z Q N W 0 U U 0 LEGEND - - APPROXIMATE SUBJECT PROPERTY LINE ® SURVEY CONTROL POINT - - APPROXIMATE ADJOINER PROPERTY LINE ® WATER METER X X FENCELINE AS NOTED X FOUND CUT X (CR 2000) APN: ASSESSOR'S PARCEL NUMBER FOUND MONUMENT AS NOTED CID CONTROL POINT X FOUND NAIL &TAG AS NOTED EL: ELEVATION HT. HEIGHT SET NAIL & TAG LS #6437 o CO CLEANOUT X 26.9 SPOT ELEVATION / / A\ O° LANDS OF REINERTSON / LOT 15 / APN: 029-273-240 128 BLOOMFIELD ROAD NOTES 1.) NO TITLE REPORTS WERE SUPPLIED FOR THIS PROJECT AND ONLY LIMITED PROPERTY/DEED RESEARCH WAS DONE, CONSEQUENTLY EASEMENTS OF RECORD, IF ANY, AND ANY RECENT CHANGES IN LAND PARCEL BOUNDARIES WILL NOT BE REFLECTED HEREON. UNDERGROUND UTILITY LINES WERE NOT LOCATED FOR THIS SURVEY. 2.) DATE OF FIELD SURVEY: NOVEMBER 10, 2023 3.) PROJECT BENCHMARK: VARIOUS CONTROL POINTS SET WITHIN SUBJECT PARCEL SHOWN AS "CP-XX" ALL ELEVATIONS SHOWN ARE AMSL (NAVD88). BASIS OF BEARINGS CORNER RECORD #CR 2000 FILED FOR RECORD IN THE RECORDS OF SAN MATEO COUNTY AND TWO FOUND MONUMENTS IN CLARENDON ROAD AND TAKEN AS NORTH 41°30'30" 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 IGA173 RECEIVER AND POST -PROCESS USING THE CORS NETWORK. ALL ELEVATION EXPRESSED IN NAVD 1988 DATUM. s LANDS OF BALLARD R �O LOT 8 00 APN: 029-273-080 \ 129 CLARENDON ROAD / \ 0.15' / FOUND 3/4 N+T RICE 20858 26.7 _NCE BROKE 3.8'f THIS AREA 1 REDWOOD x 27.1 TREE REDWOOD (APPROX.) I ���'� TREE 'L (APPROX.) / O• x 27.5 iy + S DRIP LINE OF O TREES IN 2.5 0 NEIGHBOR YARD OAK TREE x 27.2 DRIP LINE OF OAK TREE LANDS OF / DEZAN TRUST LOT 16 APN: 029-273-230 7,883t SQ. FT. ACCESSORY DWELLING UNIT HT. 14't x 26.5 3.8'f x 26.9 26.4x CONCRETE 124 BLOOMFIELD ROAD PATIO x 27.1 x 26.4 / WOOD PRIVACY FENCE / x 27.0 / A� x27.1 x2 / xx \ x 27.1 6,, GARAGE �J \ HT. 16.7'f \ REAR DOOR FF. EL: 30.1 t GAS METER HOSE BIB �tx`1� HOUSE ROOF PEAK 0, EL: 45.5f �, HT. 19' f iy � `X °� WEATHERHEAD & 1O / ELECTRICAL PANEL O- \ tiCo / 6 ��� A �� /x 27.4 27.6 00 FRONT � DOOR \ 0 JG' �` A GG 0 00 s� O 26.9 J �AiL 00 FA PO i x 27.1 'I'C,, S' y ,J x 27.0 `� �� 9>y CO } F x x 27.1 ,� o s ' s �9 �G x 27.1 s FOUND 1" IRON PIPE 27.1 Rom. � h - ,Zc W/ BROKEN CAP `�O- G,s x 27.2 o (NO RECORD) 00,, tiF`s x 7. ' 0 v' O Q o CONCRETE ti0�� 110 00 �F.e J x 26.9 W/ CLEANOUT F �9�y �y Go �' 3.5' 0 x 27.1 'L x 27. TREE 9 UTILITY SANITARY \` DROP LINES SEWER x 26.9 ' 27.1 MANHOLE x 27.1 / �' ' /+ WATER METER �'12"0 TREE L 3.5'± p �'� + WOOD x 26.8 �2 FENCE x 27.3 �`G9l x 27.2 WOOD UTILITY POLE TIE 1.1't W/ TRANSFORMER �10 FOUND 1" I.P. x 27.2 x 26 8�(NO RECORD) 0O \ + °��� 3.5't WOOD FEN( Xy cy ��O s A �5<0 'A \ O 0., ss •os, x 26.9 x 26.5 / CRAWL SPACE x 26.8 / ACCESS DOOR ADDITIONAL FF. EL: 27.5f s / ODWELLING 7.1 s x 26.9 ��3. x 26.5 / \X UNIT x 26.5 x 26.9 / x 27.1 GARAGE HT. 11.4'f \X G C,040 \gCF6 J AFT \O 00 WOOD PRIVACY FENCE LANDS OF BAKER LOT 7 APN: 029-273-090 127 CLARENDON ROAD SETBACK TABLE HOUSE # APN FRONT SETBACK 134 029-273-010 5.3' 132 029-273-250 15.5' 128 029-273-240 26.2' 124 (SUBJECT) 029-273-230 29.4' 120 029-273-220 23.5' 116 029-273-210 16.5' 114 029-273-200 18.0' 110 029-273-190 7.5' 100 029-273-180 13.0' AVERAGE: 17.2' SURVEYOR'S STATEMENT TOPOGRAPHIC 8c BOUNDARY SURVEY LANDS OF DEZAN TRUST BEING LOT 16, BLOCK 29 LYON & HOAG SUBDIVISION (4 M 26) 124 BLOOMFIELD ROAD CITY OF BURLINGAME SAN MATED COUNTY CALIFORNIA SCALE: AS NOTED 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 NOVEMBER 10, 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. KEVIN M. McGUIRE, CA PLS #6437 12/28/23 DATE DECEMBER 2023 --------------- QUIET RIVER Land Services Inc. 11501 Dublin Boulevard, Suite 200 Dublin, CA 94568 (925) 734-6788 Phone HOWARD AVENUE M w I 70' WIDE RIGHT-OF-WAY / FOUND - / N 48°30'00" E 375.31 TACK & TAG LS 5577 I BACK OF 0 `n j WALK N 48°30'00" E 315.31' 2.0' f '`� 1 18.20' 18.20' / 2.0 57.56' 50.05' 50.16' 50.00'} 57.50'----- LANDS OF SCHOLZ LOTS 5 & 6 APN: 029-273-100 117 CLARENDON ROAD 26.9 x 2fb o °� BLQ k011 G / Ck �9 �4 UgDlVISI / �9 </ x26.7 � . � rLl �6) pN i x 26.9 x 26.6 LANDS OF LE 9 LOT 15 / \X APN: 029-273-220 / 120 BLOOMFIELD ROAD / .y0 O° / / N / 10 5 0 10 / / SCALE: 1 " = 10' / / I I BACK OF BACK OF WALK WALK 2.0'f 2.0'f 01 01 01 01 01 01 I I 2.0'f of of of of of of I 2.0'f yl I 1 LOT 12 LOT 12A LOT 13 LOT 11 LOT 10A LOT 10 n �- 30.00' 57.56' 50.05' - 50.05' - - 50.16' - 50.00' 57.50' o D N 48°30'00" E 157.66' - - �I 30.00' �- ; L, 3/4" I.P o M I LOT 14 o LOT 9 R.C.E. 20858 o Z 00 (CR2000) 00 0 N 48°30'00" E 157.66' N 48°30'00" E 157.66' o Z N FOUND IRON PIPE I, x N ILLEGIBLE D O o (NO RECORD) LOT 15 0 LOT 8 0 D T' 0 O W o C 0 v I o I Z I E 4^ N 48°30'00" E 157.66S 48°30'00" W 157.66'.00 N Q I.P. NO CAP Z 0. Z 0.10' I.P. RECORD) o LOT 7 TACK & TAG 0 LANDS OF DEZAN TRUST 0 LS 5577 0 g p LOT 16 ( ) w I � 0 o CR2000 C q In p I cn Z 1.10' 4.00' o O N 48°30'00" E 157.66' S 48°30'00" W 157.66' = x x �1� -- - - - - - - - - --- I o W Wo 1" IP NO CAP o Z (NO RECORD) Ln � Z 0 o 41 LOT 17 v, f LOT 6 Z cc41 dCq p Cq m 0 oW o w 41a 0 x x rn N N 48°30'00" E 157.66' °' j0� 10o 0 0 zI w �o N� �� �61 I Z p Cn p 0 LOT 5 01 LOT 18 0� a J Cl� N 48°30'00" E 157.66' S 48°30'00" W 157.66' `� o - - II o I a, r o LOT 19 Cn 0 LOT 4 U I BACK OF 00 1 O c'' cl BACK OF WALK WALK o N 48°30'00" E 157.66' S 48°30'00" W 157.66' 30.00' FOUND I.P. 30.00' 1 �m = LS 5481 r 0 (NO RECORD) 0 LOT 3 0 I o o LOT 20 00 D O S 48°30'00" W 157.66' N 48°30'00" E 157.66' I - v57.56 50.05' 50.05' 50.1650.00' 57.50' I o LOT 21 LOT 22A LOT 22 LOT 1 LOT 1A LOT 2 I o I BACK OF I I BACK OF o 1 0 1 0 l o f o f o f I I I WALK WALK oI 0I 2.0'f 2.0't I 57.56' 50.05' 50.05' 50.16' 50.00' 57.50' N 48°30'00" E 315.31' 18.28' 118.28' U0 BAYSWATER AVENUE N M M RIGHT-OF-WAY M o j I N 48°30'00" E 375.31' ry I f I / w I o Jl'`Y 50 25 0 50 SCALE: 1 " = 50' SHEET 1 OF j'€°" F �' 4 L / �: _� �. 5� 9[ c L ';r i ,�.,, y ,�,, ��.. a' �. n . 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