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HomeMy WebLinkAbout1529 Bernal Avenue - Staff Report (2)PROJECT LOCATION 1529 Bernal Avenue Item No. 12 Design Review Study �. City of Burlingame Item No. 12 Design Review and Specia/ Permit Design Review Study Address: 1529 Bernal Avenue Meeting Date: May 27, 2014 Request: Application for Design Review and Special Permit for basement ceiling height for a new, two-story single family dwelling and detached garage. Applicant and Architect: Randy Grange, TRG Architects Property Owners: Steven Crooks and Helen Miranda General Plan: Low Density Residential APN: 026-034-050 Lot Area: 6,000 SF Zoning: R-1 Project Description: The proposal includes demolishing the existing one-story house and detached garage to build a new, two-story single family dwelling with a detached garage. The proposed house and detached garage will have a total floor area of 3,418 SF (0.57 FAR) where 3,420 SF (0.57 FAR) is the maximum allowed (including covered porch and basement exemptions). The proposed project is 2 SF below the maximum allowed FAR and is therefore within 1% of the maximum allowed FAR. The proposed two-story house will have a 699 SF basement. The applicant is requesting a Special Permit for a basement ceiling height of greater than 6'-6", where the proposed basement ceiling height is 9'-0". The top of the finished floor above the basement is less than 2'-0" above existing grade and therefore the basement floor area exemption applies to this space. A total of 699 SF has been deducted from the FAR calculation (the maximum allowable exemption is 700 SF). The proposed detached garage provides two code-compliant covered parking spaces for the proposed five- bedroom house (three off-street parking spaces are required for a five-bedroom house, two of which must be covered). There is one uncovered parking space (9' x 20') provided in the driveway. All other Zoning Code requirements have been met. The applicant is requesting the following applications: ■ Design Review for a new, two-story single family dwelling and detached garage (CS 25.57.010 (a) (1)); and ■ Special Permit for a basement ceiling height that is greater than 6'-6" (9'-0" ceiling height proposed) (CS 25.26.035 (fl). 1529 Bernal Avenue Lot Area: 6,000 SF _ Plans date stamped: May 16, 2014 SETBACKS Front (1st f/r): (2nd flr): __..... _ _ Side (left): (right): Rear (1st flr): (2nd f/r): Lot Coverage: PROPOSED 16'-5" ' 21'-10" ' 11'-0" 6'-0° 39'-3" 39'-3" (36'-0" to 3'-0" eave) 2353 SF 39.2% ALLOWED/REQUIRED _ ___ _ _ _ ______ _ 16'-5" (block average) 20'-0" 4'-0" 4'-0" 15'-0" 20'-0" 2400 SF 40% Design Review and Special Permit . 1529 Bernal Avenue Lot Area: 6,000 SF FAR: # of bedrooms: Basement: Off-Street Parking: 1529 Bernal Avenue PROPOSED 3418 SF 0.57 FAR Plans date stamped: May 16, 2014 ALLOWED/REQUIRED 3420 SF' 0.57 FAR 5 basement with a ceiling height greater than 6'-6" (9'-0" ceiling height proposed) 2 2 covered, detached (20' x 20') 1 uncovered (9' x 20') Special Permit required per C.S. 25.26.035 (� ; 2 covered, detached (20' x 20') 1 uncovered (9' x 20') Building Heighf: 28'-9" 30'-0" DH Enve/ope: complies C.S. 25.26.075 ' (0.32 x 6000 SF) + 1100 SF + 400 SF = 3420 SF (0.57 FAR) 2 Special Permit requested for a basement ceiling height that is greater than 6'-6" (9'-0" ceiling height proposed). Staff Comments: See attached memos from the Building, Parks, Engineering, Fire and Stormwater Divisions. Design Review Criteria: The criteria for design review as established in Ordinance No. 1591 adopted by the Council on April 20, 1998 are outlined as follows: 1. Compatibility of the architectural style with that of the existing character of the neighborhood; 2. Respect for the parking and garage patterns in the neighborhood; 3. 4. 5. Architectural style and mass and bulk of structure; Interface of the proposed structure with the structures on adjacent properties; and Landscaping and its proportion to mass and bulk of structural components. Required Findings for a Special Permit: In order to grant a Special Permit, the Planning Commission must find that the following conditions exist on the properry (Code Section 25.51.020 a-d): (a) (b) The blend of mass, scale and dominant structural characteristics of the new construction or addition are consistent with the existing structure's design and with the existing street and neighborhood; the variety of roof line, facade, exterior finish materials and elevations of the proposed new structure or addition are consistent with the existing structure, street and neighborhood; (c) the proposed project is consistent with the residential design guidelines adopted by the city; and (d) removal of any trees located within the footprint of any new structure or addition is necessary and is consistent with the city's reforestation requirements, and the mitigation for the removal that is proposed is appropriate. -2- Design Review and Special Permit Ruben Hurin Senior Planner c. Randy Grange, TRG Architects, applicant Attachments: Application to the Planning Commission Special Permit Application Staff Comments Notice of Public Hearing — Mailed May 16, 2014 Aerial Photo 1529 Bernal Avenue -3- City of Burlingame Planning Department 501 Primrose Road P(650) 558-7250 F(650) 696-3790 www.buriin ae me.org r� cirr o � � BURLINGAME k, b'• Type of application Project address:^ APPLICATION TO THE PLANNING COMMISSION Design Review V Special Permit ✓ /_� 2q � APPLICANT PROPERTY OWNER Name:�%�i /�2GEI/7L G1'S Name:17�?%L�<Ci lrG./I(�a £ ST���'1 �� Address: � 5 �iq12(t . � Zd3 Address: �JrZ 9 Q�rha ( /�l{�fC . City/State/Zip: �p��ry�State/Zip: k�(J✓ �t�qOt/nC, Gr� 9�10 Phone (w): � � ' r"J 7�' 9 ' Jr' �'lo Phone (w): �rJ ' �'�i0 � Qv,3 y� �h�: .�— (�:�5�•5�9•6115 .q�ARCHITECT/DESIGNER f Name:� l�R.G['f 17�L'� `� � S� Y Address:`z��iql��G �• ���� (h): c�:. City/State/Zip:���.f�GA����yo�d Please indicate with an asterisk * P}�one ��,�. �� •��.� .��,� Z the contact person for this project. �h�: � ��: L-������� �1rs' J3��,�ss ��, � /� 5� z. �ROJECT DESCRIPTION: N ) Z. ��rz�/ . Sii�c �ur<.� C�'� A�2f��� AFFADAVIT/SIGNATURE: I hereby certify under penalty of perjury that the information given herein is true and co ct to the e t of my knowledge and belief. Applicant's signature: Date: 's z g�l I know about the proposed appli ti and hereby authorize the above applicant to submit this application to the Planning Co is �o . Property owner's signature: Date: � Date submitted: ` � � � � � ; 1;� A � ., n � ��' `; Conditional Use Permit Variance Other Parcel Number: PCAPPFRM CITY OF BURLINGAME CDD-PLANNING DIV. City of Burlingame • Community Development Department • 501 Primrose Road • P(650) 558-7250 • F(650) 696-3790 • www.burlinqame.orq �, CITY �r ' � 1 -� , , =.t1� �.i�i.-n:i ,� � ,e CITY OF BURLINGAME SPECIAL PERMIT APPLICATION The Planning Commission is required by law to make findings as defined by the City's Ordinance (Code Section 25.50). Your answers to the following questions can assist the Planning Commission in making the decision as to whether the findings can be made for your request. Please type or write neatly in ink. Refer to the back of this form for assistance with these questions. 1. Explain why the blend of mass, scale and dominant structural characferistics of the new construcfion or addition are consistent with the exisiing structure's design and with the existing street and neighborhood. Se e a-f -�-ac� e d. 2. Explain how the variety of roof Iine, facade, exterior finish materials and elevations of fhe proposed new structure or addition are consistent with the existing structure, street and neighborhood. 3. 4. How will the proposed project be consistent with the residential design guidelines adopted by the cify (C.S. 25.57)? Explain how the removal of any trees located within the footprint of any new structure or addition is necessary and is consistent with the city's reforesfation requirements. What mifigation is proposed for the removal of any trees? Explain why this mitigation is appropriate. Rev. 07.2008 � See over for explanation of above questions. SPECIAL.PERMIT.APP.FORM Attachment A SPECIAL PERMIT BASEMENT WITH CEILING HEIGHT GREATER THAN 6'-6" 1529 Bernal Avenue 1. The mass, scale, and dominant structural characteristics of the new construction are consistent with the existing street and neigh,borhood. There are a wide variety of houses on the street (in terms of style, mass, scale etc...) and the proposed style fits in nicely. The proposed basement has no impact on the mass or scale of the structure. 2. The rooflines, farade, materials, and elevations of the proposal are similar to that of other houses in the neighborhood. The roofline is varied and the fa�ade includes many architectural details to enrich its character. The basement is not visible from the street, and does not contribute to the rooflines, materials etc... 3. 1. The architectural style is compatible with the character of the neighborhood. 2. The detached garage is the same as the existing pattern, and consistent with the neighborhood. 3. See items 1 and 2 above for comments about style, mass and bulk. 4. A full landscaping plan is being provided, which will be a significant improvement for the site. 4. No trees within the footprint of the structure will be removed for this project. A few trees along the property line will be replaced. Please see the landscaping plan for additional details and new trees. _ .,. !y , ,� • '•„_�,�G^,ME .. - ' _4��'•h�fi�dG D�V. �. ., ......._ . . .............. .__.._..__.. ..._ _.......__. ._,._.....,.....�__._._... ,.,... � Project Comments Date: To: From: March 28, 2014 0 Engineering Division (650) 558-7230 X Building Division (650) 558-7260 � Parks Division (650) 558- 7334 � Fire Division (650) 558-7600 � Stormwater Division (650) 342-3727 � City Attorney (650) 558-7204 Planning Staff Subject: Request for Design Review for a new, two-story single family dwelling with a detached garage and a special permit for basement ceiling height at 1529 Bernal Avenue, zoned R-1, APfv: 026-034-050 Staff Review: March 31, 2014 1) On the plans specify that this project will comply with the 2013 California Building Code, 2013 California Residential Code (where applicable), 2013 California Mechanical Code, 2013 California Electrical Code, and 2013 California Plumbing Code, including all amendments as adopted in Ordinance 1889. Note: If the Planning Commission has not approved the project prior to 5:00 p.m. on December 31, 2013 then this project must comply with the 2013 California Building Codes. 2) Specify on the plans that this project will comply with the 2013 California Energy Efficiency Standards. Go to http://www.enerqy.ca.qov/title24/2013standards/ for publications and details. 3) 4) Specify that this project will comply with the 2008 California Energy Efficiency Note: The California Building Standards Commission has delayed implementation of the 2013 Energy Codes. If an application is submitted for this project prior to July 1, 2014 then the project will be required to comply with the 2008 California Energy Efficiency Standards. When plans are submitted for Building Code compliance plan check specify the method by which the standing seam roof on the dwelling and the flat roof on the garage will comply with Cool Roof requirements of the 2013 California Energy Code. 2013 CEC §110.8. The 2013 Residential and Non-Residential Compliance Manuals are available on line at http://www.enerqy.ca.gov/title24/2013standards/ Place the following information on the first page of the plans: "Construction Hours" Weekdays: 7:00 a.m. — 7:00 p.m. Saturdays: 9:00 a.m. — 6:00 p.m. Sundays and Holidays: 10:00 a.m. — 6:00 p.m. (See City of Burlingame Municipal Code, Section 13.04.100 for details.) 5) On the first page of the plans specify the following: "Any hidden conditions that require work to be performed beyond the scope of the building permit issued for these plans may require further City approvals including review by the Planning Commission." The building owner, project designer, and/or contractor must submit a Revision to the City for any work not graphically illustrated on the Job Copy of the plans prior to performing the work. 6) Anyone who is doing business in the City must have a current City of Burlingame business license. 7) Provide fully dimensioned plans. 8) Provide a fully dimensioned site plan which shows the true property boundaries, the location of all structures on the property, existing driveways, and on-site parking. 9) Provide a complete demolition plan that indicates the existing walls, walls to be demolished, new walls, and a legend. NOTE: A condition of this project approval is that the Demo�i#ion Permit will not be issued and, and no work can begin (including the removal of � building components), until a Building Permit has been issued for the project. The property owner is responsible for assuring that no work is authorized or performed. 10)When you submit your plans to the Building Division for plan review provide a completed Supplemental Demolition Permit Application. NOTE: The Demolition Permit will not be issued until a Building Permit is issued for the project. 11)Show the distances from all exterior walls to property lines or to assumed property lines 12)Show the dimensions to adjacent structures. 13)Obtain a survey of the prope�ty lines. 14)Indicate on the plans that exterior bearing walls less than five feet from the property line will be built of one-hour fire-rated construction. (2013 CBC, Table 602) 15)RESIDENTIAL: Rooms that could be used for sleeping purposes must have at least one window or door that complies with the egress requirements. Specify the /ocation and the nef clear opening height and width of all required egress windows on the elevation drawinQs. 2013 California Residential Code (CRC) §R310. Note: The area labeled "Craft" is a room that can be used for sleeping purposes and, as such, must comply with this requirement. 16)Indicate on the plans that, at the time of Building Permit application, plans and engineering will be submitted for shoring as required by 2013 CBC, Chapter 31 regarding the protection of adjacent property and as required by OSHA. On the plans, indicate that the following will be addressed: a. The walls of the proposed basement shall be properly shored, prior to construction activity. This excavation may need temporary shoring. A competent contractor shall be consulted for recommendations and design of shoring scheme for the excavation. The recommended design type of shoring shall be approved by the engineer of record or soils engineer prior to usage. b. All appropriate guidelines of OSHA shall be incorporated into the shoring design by the contractor. Where space permits, temporary construction slopes may be utilized in lieu of shoring. M�imum allowable vertical cut for the subject project will be five (5) feet. Beyond that horizontal benches of 5 feet wide will be required. Temporary shores shall not exceed 1 to 1(horizontal to vertical). In some areas due to high moisture content / water table, flatter slopes will bc required which will be recommended by the soils engineer in the field. c. If shoring is required, specify on the plans who's sole responsibility it is to design and provide adequate shoring, bracing, formwork, etc. as required for the protection of life and property during construcrion of the building. d. Shoring and bracing shall remain in place until floors, roof, and wall sheathing have been entirely constructed. e. Shoring plans shall be wet-stamped and signed by the engineer-of-record and submitted to the city for review prior to construction. If applicable, include surcharge loads from adjacent structures that are within the zone of influence (45 degree wedge up the slope from the base of the retaining wall) and / or driveway surcharge loads. 17)Indicate on the plans that an OSHA permit will be obtained for the shoring* at the excavation in the basement per CAL / OSHA requirements. See the Cal / OSHA handbook at: http://www.ca-osha.com/pdfpubs/osha userquide.pdf * Construction Safety Orders : Chapter 4, Subchapter 4, Article 6, Section 1541.1. 18)Indicate on the plans that a Grading Permit, if required, will be obtained from the Department of Public Works. 19)Provide guardrails at all landings. NOTE: All landings more than 30" in height at any point are considered in calculating the allowable lot coverage. Consult the Planning Department for details if your project entails landings more than 30" in height. 20)Provide handrails at all stairs where there are four or more risers. 2013 CBC § 1009. 21)Provide lighting at all exterior la i. . � - � � � J------�-----Y- _ ' ; Reviewed b�`^�� -�- , - r Date: 3-31-2014 Joe -,-GBO : ` 650� 58-7270 G%' Project Comments Date: To: From: May 7, 2014 � Engineering Division (sso) �72so � Building Division (sso) s�72so X Parks Division (650) 558-7334 � Fire Division (650) 558-7600 � Stormwater Division (650) 342-3727 0 City Attorney (650) 558-7204 Planning Staff Subject: Request for Design Review and Special Permit for basement for a new two-story single family dwelling and detached garage at 1529 Bernal Avenue, zoned R-1, APN: 026-034-050 Staff Review: No Comments Reviewed by: B Disco Date: 5/8/14 4UTDODR WATER USE EFFICIENCY CHECKLIST I certify e ngle Famlfy D Multi-F Applipnt Name (print): Project Site Address: ct rr�fets the specified requfrements of the Water Cor ervatio 'n Landscaping Ordinance. �� ' t � Oate .'4..-�r�,�-�.f:. :�..,:-:j�s��� i�!': : ��, ��.�.1�����.. t'�.�.7',�`�,�.. •'�_��.:-i.�...�q_:�,= : t �.,';._�, it' t. 7� ,. �'•;:�: ai`. 7 y•:;�":,:,:•;';. �` 'i- . ^ i 'r -� K.Z. � �i �� • � J �. .��� ��� Q�`r t '� . ': ��.._ Y' . �l �ii;�� � 4 ..� > l i�'. ��'_ � J J . {..%� ' � r •� . _ -t�.Jn ':�Il'�' L'La7� �...�i.��.. . � 1 . ..z.. ' - y O Comrner ial ❑ Instltu o al ❑ Irrfgatlon only ❑ Industrial O Other: �� � dw � Contact Phone H: �D •� 2' O r/ ' Projed Area (sq.ft. or acre): (p of Units: N of Meters: �.�r3f(�I��;ul1�K,�:��,����`i�. TotallandscapeArea(sq.ft.j: !�},fl���,;�y �-.�I�C�a ' jtll����c�F'c �r�i� i� �; � I'=t�'��.�Laf . 'j'�--,�`���r�'���!��=�!}�;�'�+� Turf Irrigated Area (sq.Ft.}: ti '-''•=�.��--�_:�r�--.. .,. ... : ., '- �Jii��i �r:��-�;s.�X',�%1�:!�L-�l-':: �,:��=_.-� �:,.,, -: ,.: � Non•7urf Irrigated Area {sq.ft.j: ��'?-^�I"1��;����,�31'l7�;�` :r�7 ��{����������i��,l�c�'�-�f1' Speciai Landscape Area {SI.A) (sq.h.): r ��� �'.y��t`'a 3. �;; 1;1,�'. ;�,, ,j.�2;� Water Feature Surface Area (sq.ft.}: �� r_ _ - '1�. � i1v� - ':i.��'� � � _ �.i �� :�l � :S•_f � l { ��Z �'�l~ �I�t'.•C�t�• �cS' LTL.��-��.J�,�%���ii�� ?. ;:.,��_L�!'�►`t.l��..��=:•;:��,:::� �,�:' ��� . �_i �_L � ` ;111�1� :: .�u .�., :Agency'�eylew': = .,�... - - " - _ ;.: '(P:assj�i:i`-' (Fali):.; 1�;�?.: �3i�,+J4�?���.;:� q _ 0 � � — c! ' , };7JJ�'i ��l�r'- ; , ,`-; .. Q.._ :-. .�-�>�':: _ �. . '�;; �]..': '_ _ -.0=:j. - ..-,�- , . '0 �0 , �..1.'Ji` t)ti� �...�•''.. .��: :��:__.-::.. _ : - -�-;:;:•: :; ::: ;:,:�:•:.:;:;: �... _:. . '•�r- •...•------•-'-'-'�'�'•'-' Turf Less than 25%of the landscape area is s �: s'.C]:�_>:�_ ::,0';�.,; tucf O No, See Water �ud�et �.="` "��"� All turf areas are > 8 teet wlde es ,:;;Q;;":�:';:�D.;.' '� Atl turf is planted on slopes < 25% es '•:,0�-;•''�'�':�] ��:�� Non-Turf At least 809G of non-turf area is native s ''�. D' ;':; .;� 0�`�� � or low water use plants ❑ No, See Water 8udget �,: ;-'.�� :. :=:,�:,�:-,',.- Hydroiones Plants are grouped by Hydrozones es �:'-.C1r:� :; _�.;':Cj,;;::.' At least 2-Inchesof rnulch oa exposed s :•'�':D:~::':z,_�:0;.: ; Mulch �..,�:_.,.;::_.-;. soil surfaces = " � '� �.`.-:_..•` Irrigation System Efflclency 70% ETo (100!6 ETo tor SLAsj Yes �'::D;:; ;.��;;;�.,D;�;.: f�ooversprayorrunoff Yes ".���0 ;>;;�=;°;Cl;�:;;. Irrlgaifon System Deslan System efficlency > 70°� s �:�:Gi�-;: :•;:��. 0.:� ;:_. Automatfc, seif-adjusting irrigation o, not required for Tier 1 �:`.,0-�:';;�: ;_ -0.;^: .� controllers O Yes Moisture sensor/rain sensor shutoHs Yes �' �0-:!:.;� ``; ;.�0:-:;� , No sprayheads in < 8-ft wfde area Yes �:•0-��'��`:<=�: `L�'; �'.; lrrlgatlon Tlme System only operates 6etween 8 PM Yes `:<'D.•��:'.>�`.�0=`.�' and 10 AM � - � Metering Separate irrigation meter o, not required because < 5,000 sq.ft. .•'-:o�':`:::;;.',O; = � O Yes •;,, � Swlmming Pools / Spas Cover highly recommended � 0 Yes ��: f):�':•:?,0.'::•' No, not requfred Water Features Recirculating Yes ': �rU'�=:>;' : �0;:.�'� Less than 1096 oi landscape area Yes "�:r CQ;; ,';;:-�;;',0�..': �� Documentatlon Checkllst �•iees 'i�"%�::.`'.:�1:��: � : Landscape and Irrigation Design Plan O Prepared by applicant ` 0� �;�'�• .�,;�0�";-�•, repared by professional • Water 8udget (optional� � 0 Prepared by applicant •`'�O'-.'-�.`=�:� .:O ��i� Prepared by professional �'':`'':':' Audlt Post-installation audit completed O Campleted by applicant ❑�'�' D � Campleted by proiessional � . ' Project Comments Date: To: From: March 28, 2014 � Engineering Division (650) 55�7230 � Building Division (s5o) 5sa-72so X Parks Division (650) 55�7334 0 Fire Division (650) 558-7600 � Stormwater Division (650) 342-3727 � City Attomey (650) 55&7204 Planning Staff Subject: Request for Design Review for a new, two-story single family dwelling with a detached garage and a special permit for basement ceiling height at 1529 Bernal Avenue, zoned R-1, APN: 026-034-050 Staff Review: March 31, 2014 1. No existing tree over 48 inches in circumference at 54 inches from base of tree may be removed without a Protected Tree Permit from the Parks Division (558-7330). �2. Provide separate irrigation (drip or bubbler) to new landscape trees. 3. Existing City Street Tree may not be cut, trimmed or removed without permit from Parks Division (558-7330) 4. If Public Works requires sidewalk replacement, Policy for Expanding �dth of Planter Strip needs to be implemented. �Garage and House construction is within drip line of existing trees. Provide a Tree Protection Plan to protect trees during all phases of construction. b, Any root pruning of roots 2" or larger during excavation of new garage and house foundation will require a documented inspection from an on-site independent arborist to ensure survival of neighbors oak and rear neighbors trees. C^/`�. Complete Wate� Conservation checklist (attached) � B Disco 4/7/14 Project Comments Date: To: From: March 28, 2014 � Engineering Division (650) 558-7230 � Building Division (650) 558-7260 � Parks Division (650) 558-7334 BFire Division (650) 558-7600 � Stormwater Division (650) 342-3727 � City Attorney (650) 558-7204 Planning Staff Subject: Request for Design Review for a new, two-story single family dwelling with a detached garage and a special permit for basement ceiling height at 1529 Bernal Avenue, zoned R-1, APN: 026-034-050 Staff Review: March 31, 2014 Provide a residential fire sprinkler throughout the residence. 1. Provide a minimum 1 inch water meter. 2. Provide backflow prevention device/double check valve assembly — Schematic of water lateral line after meter shall be shown on Building Plans prior to approval indicating location of the device after the split between domestic and fire protection lines. 3. All sprinkler drainage shall be placed into landscaping areas. 4. Drawings submitted to Building Depattment for review and approval shall clearly indicate Fire Sprinklers shall be installed and shop drawings shall be approved by the Fire Department prior to installation. Reviewed by: � � _.�'�`�-- L� Date: � �r �'�o��- � ( Project Comments Date: To: From: March 28, 2014 X Engineering Division (650) 558- 7230 � Building Division (650) 558-7260 � Parks Division (650) 558- 7334 � Fire Division (650) 558-7600 � Stormwater Division (650) 342-3727 � City Attorney (650) 558-7204 Planning Staff Subject: Request for Design Review for a new, two-story single family dwelling with a detached garage and a special permit for basement ceiling height at 1529 Bernal Avenue, zoned R-1, APN: 026-034-050 Staff Review: March 31, 2014 1. See attached review comments #1, 2, 5, 14 and 20. 2. Sewer backwater protection certification is required. Contact Public Works — Engineering Division at (650) 558-7230 for additional information. 3. Applicant is advised to call City Arborist regarding potential relocation of sidewalk area around trees in the planter strip. 4. Geotechnical report is required to identify adverse impacts on subject property and adjacent properties and provide mitigation measures for new basement. 5. Identify seasonal groundwater fluctuations and provide statement of groundwater levels for the wet and dry seasons. 6. Provide basement perimeter drainage design and potential groundwater pumping requirements with power backup (if needed). Reviewed by: V V Date: 5/06/2014 PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION PLANIVING REVIEW COMMENTS � "�' t�fW� Project Name:�i'I,NLsdL° I��L'�1ps.�t�� Project Address: ��'� � The following requirements apply to the project 1 �_ A property boundary survey shall be preformed by a licensed land surveyor. The survey sha11 show all property lines, property corners, easements, topographical features and utilities. (Required prior to the building permit issuance.) �'�t.'v� �(,1,c,c,�' �� y�t,�,(k,� �' � UC��� �� �'L�r's=��-- 2 _� The site and roof drainage shall be shown on plans and should be made to drain towa.rds the Frontage Street. (Required prior to t1�e building pernut issuance.) 3. The applicant shall submit project grading and drainage plans for approval prior to the issuance of a Building permit. 4 The project site is in a flood zone, the project shall comply with the City's flood zone requirements. 5 _� A sanitary sewer lateral � is required for the project in accordance with the City's standards. ) 6. The project plans shall show the required Bayfront Bike/Pedestrian trail and necessary public access improvements as required by San Francisco Bay Conservation and Development Commission. 7. Sanitary sewer analysis is required for the project. The sewer analysis shall identify the project's impact to the City's sewer system and any sewer pump stations and identify mitigation measures. 8 Submit traffic trip generation analysis for the project. 9. Submit a traffic impact study for the project. The traffic study should identify the project generated impacts and recommend mitigation measures to be adopted by the project to be approved by the City Engineer. 10. The project shall file a parcel map with the Public Works Engineering Division. The parcel map shall show all existing property lines, easements, monuments, and new property and lot lines proposed by the map. Page 1 of 3 U:\private development�PLANNING REVIEW COr��NTS.doc PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION 11. A latest preliminary title report of the subject parcel of land shall be submitted to the Public Works Engineering Division with the parcel map for reviews. 12 Map closure/lot closure calculations shall be submitted with the parcel map. 13 The project shall submit a condominium map to the Engineering Divisions in accordance with the requirements of the Subdivision Map Act. 14 �_ The project shall, at its own cost, design and construct frontage public improvements including curl�, gutter, sidewalk and other necessary appurtenant work. 15 The project shall, at its own cost, design and construct frontage streetscape improvements including sidewalk, curb, gutters, parking meters and poles, trees, and streetlights in accordance with streetscape master plan. 16 By the preliminary review of plans, it appeazs that the project may cause adverse impacts during construction to vehicular traffic, pedestrian traffic and public on street parking. The project shall identify these impacts and provide mitigation measure acceptable to the City. 17 The project shall submit hydrologic calculations from a registered civil engineer for the proposed creek enclosure. The hydraulic calculations must show that the proposed creek enclosure doesn't cause any adverse impact to both upstream and downstream properties. The hydrologic calculations shall accompany a site map showing the azea of the 100-year flood and existing improvements with proposed improvements. 18 Any work within the drainage area, creek, or creek banks requires a State Department of Fish and Game Permit and Aimy Corps of Engineers Pemuts. 19 No construction debris shall be allowed into the creek. 20 �_ The project shall comply with the City's NPDES pernut requirement to prevent storm water pollution. 21 The project does not show the dimensions of existing driveways, re- submit plans with driveway dimensions. Also clarify if the project is proposing to widen the driveway. Any widening of the driveway is subject to City Engineer's approval. 22 The plans do not indicate the slope of the driveway, re-submit plans showing the driveway profile with elevations Page 2 of 3 U:\private development�PLANNING REVIEW COMI��NTS.doc PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION 23 The back of the driveway/sidewalk approach shall be at least 12" above the flow line of the frontage curb in the street to prevent overflow of storm water from the street into private property. 24. For the takeout service, a garbage receptacle shall be placed in front. The sidewalk fronting the store shall be kept clean 20' from each side of the property. 25. For commercial projects a designated garbage bin space and cleaning area shall be located inside the building. A drain connecting the garbage area to the Sanitary Sewer System is required. Page 3 of 3 U:\private development�PLANNING REVIEW COMMENTS.doc Project Comments Date: To: From: May 7, 2014 � Engineering Division (650) 558-7230 0 Building Division (650) 558-7260 0 Parks Division (650) 558-7334 0 Fire Division (650) 558- 7600 � Stormwater Division (650) 342-3727 � City Attorney (650) 558-7204 Planning Staff Subject: Request for Design Review and Special Permit for basement for a new two-story single family dwelling and detached garage at 1529 Bernal Avenue, zoned R-1, APN: 026-034-050 Staff Review: 1) The Stormwater Requirements Checklist has been filled out and returned. It indicates that the project does trigger the new stormwater requirements. Site design measures 6.2.c.,d. will be utilized for compliance. 2) The Best Management Practices (BMPs) has been included in the design plans, include in the building permit submittal also. 3) There is no architectural copper used in the project. 4) These issues were discussed with Casey Darcy, project manager, on 5/8/14. Also discussed was the need to label impervious and pervious surfaces in the future. For assistance please contact Stephen D. at 650-342-3727 Reviewed by: SD 5� Date: 5/8/14 �`-: AN MATEO [OUNTYW�DE Water Pollution pr�ention Program Stormwater Checklist for Small Projects Municipal Regional 5tormwater Permit (MRP) arder No. R2-2009-0074 ; Order No R2-2011-0083 NPDES No. CAS612008 City of Burlingame - Office of Environmental Compliance 1103 Airport Blvd Office: (650) 342-3727 Fax: (650) 342-3712 Complete this form for individual single family home projecfs of any size, other projects that create and/or replace less than 10,000 square feet of impervious surface, and projects in the following categones that create and/or replace less fhan 5, 000 square feet of impervious surface: restauranfs, retail gasoline ouflefs, auto service facilities', and parfcing lots (stand-alone or part of another use). A. Project Information A.1 Project Name: �(����A ��S /D�NC� A.2 ProjectAddress: ���� �E�AL �v�. A.3 Project APN: �� �. Q 3�- O�� B. Select Appropriate Site Design Measures B.1 Does the project create and/or replace 2,500 square feet or more of impervious surfacez? � Yes ❑ No ➢ If yes, and the project will receive final discretionary approval on or after December 1, 2012, the project must include one of Sife Design Measures a through f.3 Fact sheets regarding site design measures a through f may be downloaded at http://www.flowsfobay.org/bs new development.php#flyers. ➢ If no, or the project will receive final discretionary approval before December 1, 2012, the project is encouraged to implement site design measures°, which may be required at municipality discretion. Consult wifh municipal staff about �equiremenfs for your project. B.2 Is the site design measure included in the project plans? a. Direct roof runoff into cisterns or rain barrels and use rainwater for irrigation or other non-potable use. b. Direct roof runoff onto vegetated areas. Plan Yes No Sheet No. ❑ � ❑ � � ❑ � ❑ c. Direct runoff from sidewalks, walkways, and/or patios onto vegetated areas. d. Direct runoff from driveways and/or uncovered parking lots onto vegetated areas. e. Construct sidewalks, walkways, and/or patios with permeable surfaces. f. Construct bike lanes, driveways, and/or uncovered parking lots with permeable surfaces. g. Minimize land disturbance and impervious surFace (especially parking lots). ❑ � ❑ � 0 0 ❑ � h. Maximize permeability by clustering development and preserving open space i. Use micro-detention, including distributed landscape-based detention. j. Protect sensitive areas, including wetland and riparian areas, and minimize changes to the natural topography. k. Self-treating area (see Section 4.2 of the C.3 Technical Guidance) I. Self-retaining area (see Section 4.3 of the C.3 Technical Guidance) ❑ � ❑ � LJ �L`� ❑ � ❑ � m. Plant or preserve interceptor trees (Section 4.1, C.3 Technical Guidance) 1 See Standard Industrial Classification (SIC) codes here. 2 Complete the C.3/C.6 Development Review Checklist if the project is not an individual single family home, and it creates and/or replaces 10,000 square feet or more of impervious surface; or if it is a restaurant, retail gasoline outlet, auto service facility, or parking lot project that creates and/or replaces 5,000 square feet or more of impervious surface. 3 See MRP Provision C.3.i. ° See MRP Provision C.3.a.i.(6). 1 Approved December 4, 2012 � ( b K P�d��'� �� ��� ,����,� *,S(,�' 9� �N �'a N�L. � ,.. ... 0 J� Pool/5pa/Fountain � Food Service Equipment (non- residential) C. Select appropriate source controls (Encouraged for all projecfs; may be required at municipal discretion. Consult municipal staff.5) Are these Features that features in �equire source control project? measures Yes No ❑ Storm Drain ❑ � Floor Drains ❑ � Parking garage Q� ❑ Landscaping ❑^� �J ❑ � Refuse Areas � � Outdoor Process Activities p [1� outdoor EquipmenU Materials Storage ❑ � Vehicle/ Equipment ❑ � Vehicle/ Equipment Repair and � Maintenance ❑ � Fuel Dispensing Areas ❑ � (� � Loading Docks G 0 ❑� � � Fire Sprinklers Stormwater Checklrst for Small Projecfs Source control measures (Refer to Local Source Control List for delailed requirements) ■ Mark on-site inlets with the words "No Dumping! Fiows to Bay" or equivalent. • Plumb interior floor drains to sanitary sewer [or prohibit]. • Plumb interior parking garage floor drains to sanitary sewer.s ■ Retain existing vegetation as practicable. • Select diverse species appropriate to the site. Include plants that are pest- and/or disease-resistant, drought-tolerant, and/or attract beneficial insects. ■ Minimize use of pesticides and quick-release fertilizers. • Use efficient irrigation system; desiqn to minimize runoff. ■ Provide connection to the sanitary sewer to facilitate draining.6 Provide sink or other area for equipment cleaning, which is: ■ Connected to a grease interceptor prior to sanitary sewer discharge.s • Large enough for the largest mat or piece of equipment to be cleaned. ■ Indoors or in an outdoor roofed area designed to prevent stormwater run-on and run-off, and signed to require equipment washing in this area. ■ Provide a roofed and enclosed area for dumpsters, recycling containers, etc., designed to prevent stormwater run-on and runc". ■ Connect any drains in or beneath dumpsters, compactors and tallow bin areas serving food service facilities to the sanitary sewer.� ■ Perform process activities either indoors or in roofed outdoor area, designed to prevent stormwater run-on and runoff and to drain to the sanitary sewer.s ■ Gover the area or design to avoid pollutant contact with stormwater runoff. • Locate area only on paved and contained areas. • Roof storage areas that wili contain non-hazardous liquids, drain to sanitary sewers, and contain by berms or similar. - Roofed, pave and berm wash area to prevent stormwater run-on and runoff, plumb to the sanitary sewers, and sign as a designated wash area. ■ Commercial car wash facilities shall discharge to the sanitary sewer.s ■ Designate repair/maintenance area indoors, or an outdoors area designed to prevent stormwater run-on and runoff and provide secondary containment. Do not install drains in the secondary containment areas. ■ No floor drains unless pretreated prior to discharge to the sanitary sewer. 6 ■ Connect containers or sinks used for parts cleaning to the sanitary sewer. 6 ■ Fueling areas shall have impermeable surface that is a) minimaliy graded to prevent ponding and b) separated from the rest of the site by a grade break. ■ Canopy shall extend at least 10 ft in each direction from each pump and drain aw� from fueling area. ■ Cover and/or grade to minimize run-on to and runoff from the loading area. ■ Position downspouts to direct stormwater away from the loading area. ■ Drain water from loading dock areas to the sanitary sewer.s ■ Install door skirts between the trailers and the buildinq. ■ Design for discharge of fire sprinkler test water to landscape or sanitary sewere � Miscellaneous ■ Drain condensate of air conditioning units to landscaping. Large air Drain or Wash conditioning units may connect to the sanitary sewer.s Water • Roof drains shall drain to unpaved area where practicable. • Drain boiler drain lines, roof top equipment, all washwater to sanitary sewer 6. [� Architectural • Drain rinse water to landscaping, discharge to sanitary sewer 6, or collect and Copper dispose properly offsite. See flyer "Requirements for Architectural Copper." 5 See MRP Provision C.3.a.i(7). 2 Is source control measure included in project plans? Plan Yes No Sheet No. ❑ � 3 ❑ �1 /�ri�! � � � � � C2.b ❑ � ❑ ❑ � ❑ � r� A ❑ � ❑ � ❑ � ❑ � ❑ � ❑ � ❑ � ❑ ❑ � � Approved December 4, 2012 . Stormwater Checklist for Smal! Projects , D�• �mplement construction Best Management Practices (BMPs) (Required for all projects.) D•1 Is the site a"High Priority Site"? (Municipal staff will make this determination; if fhe answeris yes, Yes ❑ No� fhe project wilf be referred to constn�ction site inspection staff for monthly sformwater inspecfions during the wet season, October 1 through April 30.) •"High Priority Sites" are sites that require a grading permit, are adjacent to a creek, or are otherwise high priority for stormwater protection during construction per MRP Provision C.6.e.ii(2). D.2 All projects require appropriate stormwater BMPs during construction, indicate which BMPs are included in the project, below. Yes No Best Manapement Practice (BMP � ❑ Attach the San Mateo Countywide Water Pollution Prevention Program's construction BMP plan sheet to project plans and require contractor to implement the applicable BMPs on the plan sheet. �j ❑ Temporary erosion controls to stabilize all denuded areas until permanent erosion controls are established. � � Delineate with fieid markers clearing limits, easements, setbacks, sensitive or critical areas, buffer zones, trees, and drainage courses. _ ❑� Provide notes, specifications, or attachments describing the following: ■ Construction, operation and maintenance of erosion and sediment controls, include inspection frequency; • Methods and schedule for grading, excavation, filling, clearing of vegetation, and storage and disposal of excavated or cleared material; ■ Specifications for vegetative cover & mulch, include methods and schedules for planting and fertilization; ■ Provisions for temporary and/or permanent irriqation. �❑ Perform clearing and earth moving activities only during dry weather. ❑ �, Use sediment controls or filtration to remove sediment when dewatering and obtain all necessary permits. � ❑ Protect all storm drain inlets in vicinity of site using sediment controls such as berms, fiber rolls, or filters. � � Trap sediment on-site, using BMPs such as sediment basins or traps, earthen dikes or berms, silt fences, Check dams, soil blankets or mats, covers for soil stock piles etc. ❑ � Divert on-site runoff around exposed areas; divert off-site runoff around the site (e.g., swales and dikes). � ❑ Protect adjacent properties and undisturbed areas from construction impacts using vegetative buffer strips, sediment barriers or filters dikes mulching or other measures as appropriate. � ❑ Limit construction access routes and stabilize designated access points. ❑ � No cleaning, fueling, or maintaining vehicles on-site, except in a designated area where washwater is contained and treated. �I ❑ Store, handle, and dispose of construction materials/wastes properly to prevent contact with stormwater. � ❑ Contractor shall train and provide instruction to all employees/subcontractors re: construction BMPs. �� Control and prevent the discharge of all potential pollutants, including pavement cutting wastes, paints, concrete, petroleum products, chemicals, washwater or sediments, rinse water from architectural copper, and non-stormwater discharges to storm drains and watercourses. Name of applicant completing the form: �-fi Pf Signature:�� � _ E. Comments (for municipal staff use only): Date: � 2 �fi�F�l�l Sf 6 Any connection to the sanitary sewer system is subject to sanitary district approval. � Businesses that may have outdoor process activities/equipment include machine shops, auto repair, industries with pretreatment facllities. 3 Approved December 4, 2012 NOTES (for municipal staff use only): Section A Notes: � zf s� `.xi <C, !Q I'Ne ' �U� D�'✓ ti L� /�%%U � Section B Notes: � �- _ � 1- " � i� �— �= �/'J (� /liv � ; 7Y -?9G�-'. Project Comments Date: To: March 28, 2014 � Engineering Division (650) 558- 7230 � Building Division (650) 558-7260 � Parks Division (650) 558-7334 � Fire Division (650) 558-7600 X Stormwater Division (650) 342-3727 � City Attorney (650) 558-7204 From: Planning Staff Subject: Request for Design Review for a new, two-story single family dwelling with a detached garage and a special permit for basement ceiling height at 1529 Bernal Avenue, zoned R-1, APN: 026-034-050 Staff Review: March 31, 2014 1� Stormwater requirements are required to be implemented at stand-alone single �amily home projects that create and/or replace 2,500 sq.ft. or more of impervious surface. These requirements are in addition to any City requirements. To determine if this project is subject to those requirements complete and return the attached "Stormwater Checklist for Small Projects." For additional information about these requirements please refer to the attached flyer "New Stormwater Control Requirements Effective 12/1/12" and by visiting the San Mateo County Stormwater Pollution Prevention Program (SMCWPPP) website at: http://flowstobay.org/files/privatend/MRPsourcebk/Section4/C3iNewRegsSmProjSep 2012.doc To obtain a checklist electronically, the document is available at: http://flowstobay.org/files/privatend/MRPsourcebk/Section4/StormChecklistSmallProj Dec2012.doc 2) Any construction project in the City, regardless of size, shall comply with the City's NPDES (stormwater) permit to prevent stormwater pollution from construction activities. Project proponent shall ensure all contractors implement appropriate and effective BMPs during all phases of construction, including demolition. When submitting plans for a building permit include a list of construction BMPs as project notes on a separate full size plan sheet, preferably 2' x 3' or larger. Project proponent may use the attached Construction BMPs plan sheet to comply with this requirement. Electronic file is available for download at: http://flowstobay.org/files/privatend/MRPsourcebk/Section5/ConstBMPPIanJun2012. pdf 3) Best Management Practices (BMPs) requirements apply on any projects using architectural copper. To learn what these requirements are, see attached flyer "Requirements for Architectural Copper." Electronic file is available for download at: http://flowstobay.org/files/privatend/MRPsourcebk/Section8/ArchitecturalcopperBMPs . pdf For assistance please contact Stephen D. at 650-342-3727 Reviewed by: SD Date: 4/1/14 SAN MAiE' �p Cp-� IOE Water Pollution Prevention Program Clean Water. Heal;h� Communicy Construction �est 1VIan� e�ne�t pr • g act�ces (BMps) Construction projects are required to implement the stormwatcr besl management practices (B�1P) on this page, as they apply to your project, all year long. Matcrials & 1'1'asfc Dianagement � I � '�;r'. �'�;��' � � el �� '1�. � ~ ;� �R � .,�'. ,�. :F�.i��r�'� � �s � Non-HnzarJous Malcrids 0 B�+m a�d cmv s1ocY.plo of mnd_ dirt or dhcr consauuion maarinl mrth urPs mhen nio is (vccosi v If nni s�nel.� befny used aiM�n 11da.s ❑ Usc (bu� donl o.erusc) �eclnimcd u�a�a fa dvz� comrol. Nairdous Ma/crial� ❑ L�bel dI lun.dous mataielS ind Iu�,vAous mAa IAKII m 7�saides. Winu. ihinnen. sol.rnts. f 1. oil. nM amiGeere) in �ceordence mith ci�e. counrv, sinie ud fedwl regulatwns. ❑ S�we MnrJous m.�en.� u�d ..aaes �n ..aea �isM conminen. a�we in approp'v�e sQondan' ca�Minmen4 ond wvcr �hea� al Ihe ud o( erue woh Nr or dinin� we� �.v�her m ahea nin u.vecau. ❑ Follo..� m�nu(anurcr s�ppli�iion ms�nKrioni fm hnallou� nnla aM be c.refl�l �we m �.e mort tlun neccayrv. pu no� �ppl�� chemicals ou�doors..hem m� ia faccu� w�imin �a Inurs. ❑/1mn;e !w appropi��e diryosil of all hamrdme �vy��y Waac Managcmrn� ❑ Cwer w�s�e disposol comainvs zsurth� ..nh ierys at ihc cnd of e.erc wah dey nnd danng we� ��•mther. O CLeek wwe disposil con�ni�rs frequrn�h fw leab ond io mMe swe dKy ue eoi o�uL lkd. Ne.er hou do�vn n dumpsrcr on ihe wnswction si¢. Q Ckm a replace ponapk �oik�s. and iiupeci ihem frequenilr f« luki ard spilb. O Ditpme oldl �.wo �nA Aepris poperh.. Rc.cle ms�vi�b.M w-nro� tlal can bc recyckd (such a asplyl�. conneie. .gpepte hme mreri�k, nvod. RVV �d V�P�. crc.) ❑ Di�pnsc ofUpuid residues from p�ims. �hw�en. aol.enn. 61ue� �nE cluning fluids aa 6�vardws �vasic. Comirvetion Entrm�ca �ntl Perimcter � Fs��b�uh and nuinum eReen.e perimner mmols W sublrtt all construetion emmnw uM e�in ro fufRciently emool erosion a�d ud'vnou d�l�argrs (mm �ia aod Incking oR urc. ❑$�v ep a rauum xrJ mccl vxking im�adwth' md smvc sediment source w rye.em fun6v vxking. Never hox dm.r meeu �o ckan up vacicing Equipment Vlanagement & Spill Control � ; :� ,,� Maintcnantt rnA Parking ❑ Designa�e on uea, fined �viih aPpoPriate BMPs. far �ehick and cquipmen� ps�t;ing md nvaye. ❑ Pe� .m mapr wimrnnncc. rcp.�r lo�. md �whick md eqn'rymrn� washin` off sik. ❑ �f refoelina vr .�ehicle mein�aunce must be Apie onsilc. wmlc in a bertm.y erp �wr� (i,pm S�am drerm md o�er a d.�p p�n y�q nrough io cdkci Iluida. Recyck w disposc o( 9uida as harnrdws nwe. O If .ehick w<qoipMn�-clunine mwt be done puirt, <bn �riJi w��a oNr in a bem�cd vn tlw mll od slb.a nnse „e�er ro n�n inio g..�r:. straq yw.� dn�ny, or sur(xe.r�i�_ � Oo �mi cleen .ehick w equipmem omii� oy�t y�� sol��rn�s. degreosen. nenm ckmo�6 �9o�0�L rJc. Spll Pre.cn�ion n�M Conwl ' ❑ Kttp �pill cicenup matcri�ls (nga. absorben�. c¢.) naiLbk e� J�e cpn�r.sum file ai �11 limo. ❑ Inapect .rhicln mrd equipmrni f�eqorn�y f and �epnir luka p�mnptl)'. Uu drip pane �a o�di lerks un�l rcpous.rt nmde. ❑ f kon op apill� v k�ks immrAn�ely ud d'upo�e of clwiup mxui�l� p�p�rlr. O Do no� M�c dm.o aur6ca �.hcrt 0uids ha�z rpilkd Ux drt ckamry melhods (absorhenl mawi�l�. ui linn. and/or raps). ❑ S..ccp up spitkA drr mpui�b immcdnrck. Do ro� ny w rruh them mn� nilh .vuer. w Ga� J�em. ❑ C�tN Yp 3j11��5 M dif101W b' d16E��6 yP Nd O�oP«h' dispoain` a(wmmnineccd soil_ � fteput signi6cai apilb immediorcl.�. You m requirzd b�' Im lo �eput o0 Signi6tenl releeaes ef M1amrdan mncrieb. inclWinp oil. To �epm � spill. I) D'u1911 w your locil emersenc�� �e�poiue mvnyu. 2) GII iLe Go.emw's Offi« of Emugv�c�� $ervice� Wnmine Crniec (&q) 872-7?$0 (2i pqu�). Larthn-ork & Paving/Asphalt W'ork Contaminated Soils �'__ --- -;,� ��:. � - , S„�r,+� ; � . I ,, ► �-,...: ' '�yyi., :,�3,: � �� � ...�/' ��� �' _ Emvon Cumml ❑ Sched�de grWing md excar��an ��ark fa dn' Neather wly. ❑ Su6ilize �I drnuded ucu, wu�� uM maintain kmporan� ero�ion controt� (weh n aaion control f�Mic or booded 66v mnvi.) unul r�ge�a�wn u niablisM4. ❑ Seed or Plent �eQtulioo fv oosion control on �bpn or xfiere romtu�ion u �« ��.,�e�w�iy �i,�a ❑ A.�aM p r�ng and x.�l c�arin� �n �.ci ^a�r+. or.�hen nm is farecas� be(o�c Ges6 pnemcnt will ha�c Iime b cu`e. ❑ Cmv umm drun inlw ud manhokc �vhen �ppl� ing scsl coel uck coa4 s�um� real (og .c,l aa ' ❑ Collen and mcyde or appropri�ldp diqpu of uces� sbra�i�e pe,�cl a� Do NOT m�cep oi wasL ii in�o ewlers_ ❑ Do na uu „•na �o �r,:h doxn rresh aph�li concrue pevemrn[ SeAlmrnl Cont'ol ❑ Pmtecl swrtn dnin inkn. gmxn, dirG�q, �nd dr+inag< cm�ncy niih app�oprio�e BMPa. such n gn�cl b�p. f ba �olls. bunt5. Gc ❑ Revent aedwm� Grnn mign�ing oQ'ulc by inv�lling �nd m�i�uainine rcdimen� romroh, such �s fiber ro11s, sili &nces. v xdiment b�,wu. ❑ Kttp e�uvned wil on N� si�e n�here i� �'1�� �wl Colkcl i�11p Ilu SVM. ❑ Tm�sfa emanlcd mncriols �o dump VYGkf p11ht si1C. 11p� 111 �IC �bKl. ❑ Coo�unw�W Soil� ❑ ifenT dlhc follo�.ing wnAitions �re obeend. WI !a wnnmi�urion �nd conncl Jw Rcgiond W��er Q�uli�� Cd�bol BoeN: ■ Unnuul wil coodiiwns. d�colormion, or odor. � Ab�dorcd �mdvpomd �nks. ■ AMMo�Kd wdb ■ Bmied �la. debnf. �a ae�h_ Savcuttin� & A�phal�CuncrUc Remo.�al ❑ Cowple¢Ir cmer ar baniude srom� dninidw..henq.,wmn�. Usefillu fehnc. nid� b�sn ink� f hm. m�n�xl Dny �o k«p sl�ory oui of tl�e no�m yein n'qan. ❑ Shmel. aboernb. or .vcwm u.r�u� iWm md dispose of all w�asrc u mon u you �rc fnished in one lou�on a�I ihe end of each.va\ day (w$ichn�u is soancrl). ❑ IC swwt:lum� en¢rs � filch bpsin, ckan ii np unmramid��. Concrete, Grout S i�iortar \���ili��linn , �- -.-,- �" � `�I {.:,. �h � ,; i .� s .�.��s * y #'. '5;�,.� u,--�t.� ,,, O �T�t-r�' Y C ���[�j`� rz - c �� �� � ❑ �i��ic �. f� _ .i.i.l , i niler .o�cr on pelkts and a���� f�om dramage rns �These mmeriats mus� nnxr roxJ� a nam dnm ❑ W.sL wi emcR�e cqwpmcn�y�4y olfurt a in � cmiained are�. m tl�c�e is no disd�uEc �nm U�e undM�•ing aoil wmm wrtwndin`+reas. Le� canue�e hWcn �nd di�po¢ of u gar6agc ❑ CMlccl lhc wasli H�ilt. fmm ..-ad�ing expov� �Egrega¢ mncrcle �nd remo.c n � oppropnalc d�spoyel oRntc Deµ•atering ���p�' lq _ f l/t�� / �`� � 1 �• n C ERen��el. n an.gc .II w.� �ii rvnoR.nlhin J�c �ne. and all rw�oll �hn di�elwrgo f�om We siit. Di.en rwon x�ncr f oRsilc a..n� from ��I d�siwbcd areu n oWen.�ia ensure complianc<. ❑ �1'htn den��ennq, ootif � aM obiain +ppro�al frwn �he bul mumcipoLn bC(oR diXLOrpinp ���tu lo a sl+¢i gullCf or siorm Enin. Flrtanon or d�.crsion rhroupL � Do3in. u�J, rn uaimem vap nu. bc reyoired. ❑ In ere� of known conumw�ion. icnine u iequirW pnor io m�x or disclu�pe of �mnd.wiee Conaeh .�iih eK EngIM �o d<�vmiM nheJio tenin� u rtquired and ho�. io imcrprn'rsula. Cmian���uied qrmmd��mcr m�� y� vutcd or hmil.;d olf-Sil[ for propa d�poml. Storm drain polluters may be liable for fines of up to $10,000 per dav! Painting 8 Paint Rernoval Y'i�r �L. �� F � n y� � " - � ` � �: ti �. •y .`�- �� � � �F r.��� ��; �i�.��p O Ne�•e� dwn bru�lc: or n u P,,,,� wnmmcR imo a sUce� Buncr s�orm dnin w surfncc ..,vcrs. ❑ Po� ��olcr-0xscE po6iu. Daini ou1 bruzhcs lo J�c c�icn� possiblc Rinsc io �hc samuq� u��tt once cou hn�e gamed pen��iaron from We local .r�uen�slcr i�uin.cm wllwni.� Nc�cr p%�r pemi dann e drain. ❑ Fa dl-b.�ed pnmu. qim au 6rusMs �o Ihr e.ieni poysihle and ckan �ritL �Lnv�cr �i,��� �� . �,��. �o���.�c. ram, d�e nuc ihinncn and sol.cnis. Dispose of �csiAiic ��id u �isablc �hinner,'ml��ems as lua�rdoua �. sic Pain� rrmu�:J ❑ Chemical pam smpping res�duc and cM1ivs and diui'from n u�c po�m� n. p�ims cnn�ain�n� Icad or �nb�IpWn mus� bc d�sposed of.s harardo�i „�y��� O �.��.� c�.��s �M A��ai f.am nonJ�a.�Nm�s dn stripp�nF �d sanE plasting m�r y� ^'cpi up or wllccied �n plul�c dmp cln�l�: cne aispoacE of as IrnsL Landscapc hlatcrials ( _ .�nt_ ��, `� '� \ O Cmn�n noc�qlcE lan�o�n` ma�cn�Is 6� s�wm6 J�em undn Iarps ..�hcn �hcy �ic �cG.clr beinp ¢sed. O S�xk ercdihlc landsn�c mo�cnol on o�llcu. Co.er « slom i4csc mamnals mhen U�ec aa noi umalc being useE or appl�ed. ❑ Discontinue appli�uon of enr crod�ble I�ndsnpe meierial a�J�in 2 da.-s Lefore a fa�cw� niu c.xni or Ounng �.ri ..�cnLcr. � �lA MATfO[ouNTr�'�ot WarerPof�ution Prevention Program Ue�nW�uc Hntrny[ornn.cncy Requirements for Architectural Copper Protect water quality during installation, cleaning, treating, and washing! Copper from Buildings May Harm Aquatic Life Copper can harm aquatic life in San Francisco Bay. Water that comes into contact with architectural copper may contribute to impacts, especially during installation, cleaning, treating, or washing. Patination solutions that are used to obtain the desired shade of green or brown typically contain acids. After treatment, when the copper is rinsed to remove these acids, the rinse water is a source of pollutants. Municipalities prohibit discharges to the storm drain of water used in the installation, cleaning, treating and washing of architectural copper. Use Best Management Practices (BMPs) The following Best Management Practices (BMPs) must be implemented to prevent prohibited discharges to storm drains. During lnsfallafion • If possible, purchase copper materials that have been pre-patinated at the factory. • If patination is done on-site, implement one or more of the following BMPs: o Discharge the rinse water to landscaping. Ensure that the rinse water does not flow to the street or storm drain. Block off storm drain inlet if needed, o Collect rinse water in a tank and pump to the sanitary sewer. Contact your local sanitary sev✓er agency be�`ore discharging to the sanitary sewer. o Collect the rinse water in a tank and haul off-site for proper disposal. Consider coating the copper coating that prevents further also maintain the desired col less maintenance. materials with an impervious corrosion and runoff. This will or for a longer time, requiring � i'9�}-�c� fk�d�3;"��e,S S�,� ..'yr,��y�+..���� r o`M'� ._�N j�Ow?�. �` �4�,4� '+ �r �� � �t..-�.{q,'�. r �,"":-.a.F" + ��?<;'ii� , ,, � ,: ,-' -r•- r,� : ���, r, i.: a�, ^ =. '.� µ� � � �r -^� �-.., �� 'i,-� _" � �s� ` �,. _ f� }^ r , �� A ,:r r r' � 5 i'�1-T '3�r'�rr�����t���T ;-�> � _ y �j � �,� •' �1 � �' r i � � 7(�.�� �� : �� s r �"',1,� � *� : Storm a�ain iNet is blocked to prevent prohibited drscharge. The water must be pumped and disposed of properly. During Maintenance Implement the following BMPs during routine maintenance activities, such as power washing the roof, re-patination or re-application of impervious coating: • Block storm drain inlets as needed to prevent runofffrom entering storm drains. • Discharge the wash water to landscaping or to the sanitary sewer (with permission from the local sanitary sewer agency). If this is not an option, haul the wash water off-site for proper disposal. Protect the Bay/Ocean and yourself! If you are responsible for a discharge to the storm drain of non stormwater generated by installing, cleaning, treating or washing copper architectural features, you are in violation of the municipal stormwater ordinance and may be subject to a fine. , �x;:: <:,� � - �� t f Y 4-. , ,,i-�}y ... c y � � r.,� .tl., ".. � ,, j . � �'l`��,�� r'` , i �t -'�"� �.-- � -� ° �'-� �' r- ' � ;. „t ..�sa ,' �* :: � , ,;a I. �,�.'.Se���r�t� r� �t W ��r ,a { � �y �3 .�.,,��� _,...�..�...�,+�' __,. _ _ �_ _ � ., � E _�,.._ Contact Information The San Mateo Countywide Water Pollution Prevention Program lists municipal stormwater contacts at www.flowstobay.orq (click on "Business", then "New Development", then "local permitting agency"). FINAL February 29, 2012 ._ . , _ ,�✓rrn copperflashing, gutter and drainpipe. . CITY OF BURLINGAME '� ' J COMMUNITY DEVELOPMENT DEPARTMENT BURLINGAME 501 PRIMROSE ROAD I:��^'� � 6URLINGAME, CA 94010 � " � PH: (650) 558-7250 • FAX: (650) 696-3790 ��_ �vww.burlingame.org Site: 1529 BERNAL AVENUE The City of Burlingame Planning Commission announces the following pu6lic hearing on TUESDAY, MAY 27, 2014 at 7:00 P.M. in the City Hall Council Cham6ers, 501 Primrose Road, Burlingame, CA: Application for Design Review and Special Permit for basement for a new, two-story single family dwelling ond detached garage at 1529 BERNAL AVENUE zoned R-l. APN 026-034-OSO Mailed: May 16, 2014 (Ple2se refer to other side) PUBLIC HEARING NOTICE Ci� of Burlinc�ame A copy of the application and plans for this project may be reviewed prior to the meeting at the Community Development Department at 501 Primrose Road, Burlingame, California. If you challenge the subject application(s) in court, you may be limited to raising only those issues you or someone else raised at the public hearing, described in the notice or in written correspondence delivered to the city at or prior to the public hearing. Property owners who receive this notice are responsible for informing their tenants about this notice. For additional information, please call (650) 558-7250. Thank you. William Meeker Community Development Director PUBLIC HEARING NOTICE (Please refer to other side) C E . ?' � ,{� , ,. .,�, � � ,� ��, �,,. ` , ,, , � y � � ; . ' �. . �� � . , � jM� � ;� �, ��, � ,� y F` � .. ., .,�� � •/ u���' �~� �� ��`��� � ,, � � . �. -,�� T. a� S - ft... � �. . ;"^ _ ,�. .Ay �R' Y .,.Y +-1�a ��'yi4,� .ti'�+�w�a .�: � w ' r�� �.ti 't. � c %�" � :�' L' �. � � � . � :.k �.•t ':��'_ �._ 1 . `. 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'�''� �� , ,� .�I 3.�- ,� ��, ;�� � !�. ,��: ,� _ .:: �. � �p . _ , ���� � v ,\ � � � 4 � �' r� ��3`ti } ��`' ''r��i �' �t,� ' .'•S ; _ � � -�• _ �':a _ , � ,t '� � � �, ' 1' � i ,� . � %► � + + 7 � I.^F . • �' _� � ��`� �►. � t � s , � . �� ,�. � '� ::.� ' t� �r i �. r ' ' ; ° • +.+' ' • � .�� ,� - �, ��� .Y +1 , . . ,r�- ,�, \ / � t y 52�� �-,!.�� ' t��$ r �xi +��- yr , 4� . <�� � � _=�= � .i 4-� -�' �. � � �s ��f .� � • : - � - - - ;a � :t�.t�� ` . • �, : � ' � r '-.` '4:.�5�"y f . � . '! • `•�y� ::�/i�l� 57�':.. 1 � +�l � �t '+4J �� .,a���.. ,+-at. � City of Burlingame Planning Division (650) 558-7250 • (650) 696-3790 (fax) Plan Review Comments Project Address: 1529 Bernal Avenue Description: New Two-Story Single Family Dwelling and Detached Garage Date of Plans: May 6, 2014 Lot Area: 6000 SF Zoning: R-1 P/ease address all items marked with a"► " symbol. 1. Design Review (Code Section 25.57.010) • Proposed new, two-story single family dwelling and detached garage is subject to Design Review. Application has been submitted. No response required. 2. Basement — Special Permit (Code Section 25.26.035 (� • The proposed basement requires an application for Special Permit; application has been submitted. No response required. 3. Setbacks (Code Section 25.26.072) _ __ _ __ Proposed Allowed/Required _ . _..... __ _ : , Front (1st flr): ' 16'-5" (►13'-11" to 2'-6" roof eave) ' 16'-5" (block average) ', (2nd flr): 21'-10" 20'-0" ', . __ . ; Side (left): 11'-0° 4'-0" (right): 6'-0° ', 4'-0" _ . _. ; Rear (1st flr): , 39'-3" (36'-3" to 3'-0" eave) ' 15'-0" (2nd flr): ' 39'-3" 20'-0" _ __ _ _ _ _ ► Any roof eaves which project more than 24 inches are subject to setback requirements. The roof eave along the front of the house at the first floor appears to extend more than 24 inches (scales at 2'- 6"). Therefore, you will need to 1) reduce the roof eave extension to 24 inches or 2) shift the house further back so that the 16'-5" front setback is measure to the edge of the roof eave. This space intenfionally left blank. �pa�inbaa asuodsa� oN �suoi�e�n6a� ado�anua �y6iay 6uiui��ap y�inn sai�dwo� ��afad pasodad ayl . ,b8�£L = Z/i.£�9L + �8E� lL) �aP!S 146i2� - ,89�9L = Z/(,86�8L + �8��EL) :apiS �a� - am�edaa �o sluiod (SLO'9Z'SZ uoi��aS aPo�) (3Ha) ado�anu3;46iaH 6uiui��aQ •� �pa�inba� asuodsa� oN suoi;e�n6a�;y6iay 6uip�inq y�inn sai�dwo� ��afo�d pasodad ayl . (q�n� �o do� a6e�ane anoqe „0-,0£) , l L �86 = ,0£ + � 6 l �89 :paMolld (q�n�;o do� a6e�ane anoqe „6-,8Z) 98�96 = SL�8Z +,� ��gg :pasodad ,l 1�89 = Z/�,6L�L9 + �£��89) :4�n� �o do� a6e�any (090'9Z'SZ uoi;�ag apo��;y6iaH 6uip�in8 '9 pa�inba� asuodsa� oN ��S 6Zb oa �S g�� wa� a6e�e6 pay�e�ap ay; �o azis ay� 6ui�npa� �q �S 6l /�4 Pa�npa� senn ��afad ayl �suoi�e�n6a� oi�e� ea�e �oo�� y�inn sai�du�o� }�afad pasodad ayl . __ ._ . bt/� L9�0 bd� LS�O ' �S OZb£ �S 86b£ :oge� ea�y�oo�� ' . . _ i pa�inba�/panno��y pasodo�d (21V� L9'0) panno��e wnwixew �S OZb£ _�S OOb +�S 0066 +(�S 0009 X Z£'0� (OL0'9Z'SZ uoi;�ag apo�) oi�eb ea�b �oo�� •g pa��nba� asuodsa� oN Ilenn ay� wa� say�ui �Z uey; a�ow pua�xa y�iynn sanea;oa apn��ui suoi�e�n��e� a6e�ano� �o� anoqe ay; �ey; a�ou aseald • �(pay�eue a�e suoi�e�n��e�) suoi�e�n6a� a6e�ano� �o� y�inn sai�dwo� ��afad pasodo�d ayl . %Ob �S OObZ __ _ pa�inba��panno��b %Z'6£ �S ESEZ :a6e�ano� lo� pasodo�d . . � _..._�..... _.. . ..._ __ panno��e wnwixew �S OObZ =�S 0009 X%Ob (S90'9Z'SZ uoi��as apo�) a6e�ano�;o� •q s;uaw�.uo� nnaina�{ ueld (xe�) 06L£-969 (OS9) • 05ZL-8S9 (059) uoisiniQ 6uiuueld aweBui�mB �o �!� � City of Burlingame Planning Division (650) 558-7250 • (650) 696-3790 (fax) Plan Review Comments 8. Off-Street Parking (Code Section 25.70.030) 5 bedrooms proposed. Proposed: 2 covered (20' x 20') + 1 uncovered (9' x 20') Required: 2 covered (20' x 20') + 1 uncovered (9' x 20') • The proposed project complies with off-street parking requirements. No response required. 9. Accessory Structure (Code Section 25.60.010) • Proposed overall building height is 10'-6" (11'-0" maximum allowed). • Proposed plate height is 8'-6" above grade (9'-0" maximum allowed). • The proposed detached garage complies with accessory structure regulations. No response required.