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1516 Howard Avenue - Staff Report (3)
City of Burlingame Item No. 9a Environmental Scoping, Design Review and Special Permit Design Review Study Address: 1516 Howard Avenue Meeting Date: November 24, 2014 Request: Application for Environmental Scoping, Design Review and Special Permit for declining height envelope for a new, two-story single family dwelling and detached garage. Applicant and Designer: Mark Robertson, Mark Roberston Design APN: 028-291-040 Property Owner: 1516 Howard LLC Lot Area: 7,057 SF General Plan: Low Density Residential Zoning: R-1 Background: The subject property is located within the Burlingame Park No. 2 subdivision. Based upon documents that were submitted to the Planning Division by a Burlingame property owner in 2009, it was indicated that the entire Burlingame Park No. 2, Burlingame Park No. 3, Burlingame Heights, and Glenwood Park subdivisions may have historical characteristics that would indicate that properties within this area could be potentially eligible for listing on the National or California Register of Historical Places. Therefore, for any property located within these subdivisions, a Historic Resource Evaluation must be prepared prior to any significant development project being proposed to assess whether the existing structure(s) could be potentially eligible for listing on the National or California Register of Historical Places. A Historic Resource Evaluation was prepared for this property by Page & Turnbull, Inc., dated August 5, 2014. The results of the evaluation concluded that 1516 Howard Avenue does not appear to be individually eligible for listing in the National or California Registers under any criteria. Planning Staff will prepare environmental review documentation to support the findings of the Historic Resource Evaluation prior to the Planning Commission Action Hearing for this project. Project Description: The applicant is proposing to demolish an existing two-st single family dwelling and attached single -car garage to build a new, two-story single family dwelling an ched two -car garage. The proposed house and detached garage will have a total floor area of 3,613 S (0.57 F R) where 3,758 SF (0.53 FAR) is the maximum allowed (including covered porch and chimney exemptions . The proposed project is 145 SF below the maximum allowed FAR and is therefore within 3.8% of the maximum allowed FAR. A total of three off-street parking spaces are required for the proposed five -bedroom hous Done which must be covered. The new detached garage will provide two code -compliant covered parking spae uncovered parking space (9' x 20') is provided in the driveway. All other Zoning Code requirements have been met. The applicant is requesting the following applications: ■ Environmental Scoping for Negative Declaration, a determination that there are no significant environmental effects as a result of this project; ■ Design Review for anew, two-story single family dwelling and detached garage (C.S. 25.57.010 (a) (1)); and ■ Special Permit for declining height envelope (79 SF along the right side of the house extends beyond the declining height envelope) (C.S. 25.26.075). As noted above, the applicant is requesting approval of a Special Permit for declining height envelope along the right side of the house. The point of departure for the declining height envelope is based on the average of the front and rear property corner spot elevations at each side (cannot be based on the 15-foot front and rear setback lines because the difference between these two points is not more than 2'-0") (Code Section 25.26.075 (b) (4)). Due to the abrupt downward slope caused by an existing creek running along the rear of the lot, the point of departure for the declining height envelope at each side of the house is approximately four feet below the finished floor of the house. As a result, the right side of the house extends 79 SF beyond the declining height envelope. Environmental Scoping, Design Review and Special Permit 1516 Howard Avenue 1516 Howard Avenue Lvi Mroa; / ,u / 7 or mans aate stain ea: November 4, LU14 PROPOSED ALLOWED/REQUIRED SETBACKS _....._.._._.._ ...... _.._........ _...._...._._.... __........... _......... ---..._..- --......----_.......... --- ........................... .__._.................. 1.... _.... __ ............. ................ _........... Front (1st fir): 19'-3" 19'-3" (block average) (2nd fir): ........_.................................................................................................................................................................................._. 27'-8" 20'-0" Side (left): .................. _...... _...... __..._...._..__..._......__..__.-- 12'-011 _........_....... .... __..... -..._..... _..... _...__........... _..... — ........ __........... . 4'-0" Oj$ - --._ ...................__(right): Rear (1st fir): -...——..__........._..._._.... ----_......_..._....._......_..._—.._...._........_........_..........� 54'-9" to porch ..--......_....----._....__............................4�- .-.1................ ........................ 15'-0" (2nd fir): ............_........_..__..._.........................�_............................._.........__..........._.....__._._.._.._...._......----..._...._........._._..........__..._....._...- 54'-9" to balcony j 20'-0" Lot Coverage: 2411 SF —..__.... ...._......_........_--------.....__._......_................ __.................. --.......... _.. t 2823 SF .... _.................... -......... _._.._.....-..._..._........_........................................_............_........_..._...................._.............................._................................._..........................._........................._........................................................................................_.........._..............._................... 34.1 % i 40% FAR: 3613 SF 3758 SF' _.._._......----.....__._...__.._...- -..__... --... 0.57 FAR --......_.._.._._.._.._---........-_....---...._._....._�.._...- ...._.._i__._.._..._..__.._..__.._...._....---- 0.53 FAR ................................... . # of bedrooms: 5 --- Off-Street Parking: 2 covered 2 covered (20' x 20') (20' x 20') 1 uncovered 1 uncovered (9' x 20') (9' x 20') Height: 26'-6" " 30'-0 DH Envelope: Request for Special Permit 2 (79 SF extends beyond the declining CS 25.26.075 height envelope) (0.32 x 7,075 SF) + 1,100 SF + 400 SF = 3,758 SF (0.53 FAR) 2 Request for Special Permit for declining height envelope (79 SF along the right side of the house extends beyond the declining height envelope). Staff Comments: Planning staff would note that Burlingame Creek runs along the rear of the property. There are no improvements proposed beyond the top of bank. As part of the building permit application, the applicant will be required to provide engineering calculations to demonstrate that the will be no impacts to the bank or creek. See attached memos from the Building, Parks, Fire, Engineering 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. Architectural style and mass and bulk of structure; 4. Interface of the proposed structure with the structures on adjacent properties; and 5. Landscaping and its proportion to mass and bulk of structural components. 2 Environmental Scoping, Design Review and Special Permit 1516-Howard Avenue 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 property (Code Section 25.51.020 a-d): (a) 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; (b) 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. Ruben Hurin Senior Planner c. Mark Robertson, Mark Robertson Design, applicant and designer Attachments: Application to the Planning Commission Special Permit Application Photographs of Neighborhood Staff Comments Notice of Public Hearing — Mailed November 14, 2014 Aerial Photo Separate Attachments: Historical Resource Evaluation conducted by Page & Turnbull, Inc., dated August 5, 2014 3 COMMUNITY DEVELOPMENT DEPARTMENT • 501 PRIMROSE ROAD • BURLINGAME, CA 94010 p: 650.558.7250 • f: 650.696.3790 • www.burlingame.org APPLICATION TO THE PLANNING COMMISSION Type of application: XDesign Review ❑ Variance ❑ Conditional Use Permit ❑ Special Permit ❑ Parcel #: ❑ Other: PROJECT ADDRESS: HQ W6 W AVENUE O Please indicate the contact person for this project APPLICANT project contact person OK to send electronic copies of documents Name: M/i' K 1�0_81EJUL-5914 Address: 29 E:, 6MNT PL. City/State/Zip: 9I4N ! r II"TEC7 I �' q Z Phone: (65d) 1571 1/2-5 Fax: (&50-) 571 j' 3 9 9 E-mail: MRNDI A06F 7SON L 6f'}LA L ' 0M ARCHITECT/DESIGNER project contact person OK to send electronic copies of documents Name: M klel� PZe)E_iTT0IN PROPERTY OWNER project contact person ❑ OK to send electronic copies of documents ❑ Name: fleGi y S/mii Address: 133 Cos" RICH Avc-- City/State/Zip: aURLINE,+ mc- , C11A . Phone: (650) 669 03 25 Fax: N /,A E-mail: 51 N G • 5161 Z 6,� G'i M AI L_ 1 6,401 Address: City/State/Zip: 5LE AWL N Phone: R E ' OV Fax: S E I' 1 0 2014 E-mail: ^ITY OF BURLINGAME CDD-PLANNING DIV. * Burlingame Business License #: 2_2. 6 00 - PROJECT DESCRIPTION: CIIMPL 'iELY KMOUE (E� Zvi L{. S,F Z- c�t2� f-OU5E .AM) REPL14CE N/, (N) 362) -3,F. 2-Si©R-y NdU5t= AND 4-319,F. DEMC'HED G/9pAc,E pgo3a ►rtcuJrx-� �N� QRIVEWA`1 5Tr�cr Cure, cur lQE - L./9Nb6QgP/► 6 OF L/Tr, AFFADAVIT/SIGNATURE: I hereby certify under enalty of perjury that the information given herein is true and correct to the best of my knowledge and belief. Applicant's signature: I Date: S ZOjL� I am aware of the proposed application and hereby authorize the above applicant to submit this application to the Planning Commission. Property owner's signature: /I, Date: �q Date submitted: I i �r Verification that the project architect/designer has a valid Burlingame business license will be required by the Finance Department at the time application fees are paid. 11 Please mark one box above with an X to indicate the contact person for this project. s:�HANDours�PCApplication 2008.hondout.doc City of Burlingame • Community Development Department + 501 Primrose Road • P (650) 558-7250 • F (650) 69&3790 • www.buriinaame.ora BURLY�7 CITY OF BURLINGAME SPECIAL PERMIT APPLICATION IVE D 4 2014 CITY OF BURLINGAME The Planning Commission is required by law to make findings as defined by the C Iit9?910 t K6hPA` (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. We are requesting a Special Permit to allow us to use the 15ft. front and rear setbacks as our points of measure for our Declining Height Envelope . Our request to use the setback allowance was denied because our lot is too flat between the setbacks — we do not meet the 2ft. differential minimum requirement. At the very rear of our lot is a stream/drainage ditch and our P.L. happens to fall at the bottom of this ditch. The ditch is 8 ft. below adjacent grade and is an anomaly to the area. A Site Section diagram has been attached at the back of this application to illustrate the condition. Requiring us to use the bottom of the ditch to calculate our DHE seems absurd and unreasonable. It drops our point of departure 4 ft. below adjacent grade at the house, and creates a required 2nd Floor setback of 11 ft. ! By allowing us to use the 15ft. S.B.s as our points of measure removes this anomaly and will provide a balanced looking house. A Street Elevation drawing has been attached at the back of this application to show the DHE calculated from the 15 ft. setbacks. I. Explain why the blend of mass, scale and dominant structural characteristics of the new construction oraddition are consistent with the existing structure's design and with the existing street and neighborhood. The (E) 2-story house does not have an inset second floor on the right side. It actually overhangs the first floor by 12". The Elevation is completely flat and has no articulation. Our new house will be a vast improvement. Our second floor is inset in accordance with adjacent grade and is heavily articulated. We have changed the driveway location for the new house, so it will now be flanked on both sides by driveways. This creates a sense of balance and openness between the adjacent houses. 2. Explain how the variety of roof line, facade, exterior knish materials and elevations of the proposed new structure or addition are consistent with the existing structure, street and neighborhood. The new house improves the pattern of the street by having driveways between both of our adjacent neighbors. We are proposing a shingle style home that is nicely balanced and well articulated that we believe will be a pleasing asset to the street. There are other shingle style homes on the street and we feel that our design will mix well with the street. 3. How will the proposed project be consistent with the residential design guidelines adopted by the city (C.S. 25.57)? Our project is completely consistent with City design guidelines. The shingle style is found throughout the neighborhood and will blend in well. The driveway pattern has been changed to provide open space between our adjacent neighbors. The mass and bulk of the home is mitigated by lots of articulation and our material selection. Open space has been provided on both sides of the house by driveway location. The project includes full lot landscaping with the planting of 4 additional trees to soften the mass of the house. 4. 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 reforestation requirements. What mitigation is proposed for the removal of any trees? Explain why this mitigation is appropriate. Six minor fruit trees (Lemon), a Dracaena (in poor condition) and a City Street tree are to be removed to make way for our new house and driveway. The Project shall be fully landscaped and 6 new trees and 30 significant shrubs shall be planted as show on our Landscaping Plans to compliment our project. SIDEWALK mat REQUEST b FD1NiM cOF MEAtURE SPECIAL PERM 1 T REC ��EL7 0 !\—REQUES'rEb POINT J5� OF MEASURE scr aA ci< EN RbUSE i ,—<E>G9AoE !'REQUESTED MINT OF MEASURE —f 15/ 9Er6AGt SITE SECTION t DRINAG DIMH RECEIVED OCT 24 2014 CITY OF BURLINGAME CDD-PLANNING DIV. ■!1n:c li• I atv funiiEva, iY: ■plia[!l; �' ktm ��' soli: r!!� - ___.aka laaf!! [on =:�a� -- ura oaatns�saa€ ®0sai MCI � — ulanarua to . oeea� �!luuarMI ■!lei: .�:� ice•• �� Boon k --'see, ■�/ _ _ ___ ___ I�e�®�ai.�er,0IIII `'.�'42�.n4 : E ate, i!n Boll11 1'aan43.��s �4 aa►ara /!el Man ./ab ' �`:. law =aaL �sj : �t- WEI ey nay eauua�aeaataueoa � sale, -<;� � ��„ pow°laa °aeEeelaaallaet�eaitll ''aa ¢�+ su, �alaaa■aaulaauaneu� ,ael IrALT p POPICO)AW.v�'�W�����as�l'laii%'i" -- �Ammomm q11 ��,�, 1 �'� ��•! ,;' � 1 i .. �� �i jJ�m �� � 'fir+ I'�4 ���, � i;'rl Project Comments Date: November 5, 2014 To: 0 Engineering Division (650) 558-7230 X Building Division (650) 558-7260 0 Parks Division (650) 558-7334 From: Planning Staff 0 Fire Division (650) 558-7600 0 Stormwater Division (650) 342-3727 0 City Attorney (650) 558-7204 Subject: Request for Environmental Review and Design Review for a new, two-story single family dwelling and detached garage at 1516 Howard Avenue, zoned R-1, APN: 028-291-040 Staff Review: No further comments. All conditions of approval as stated in all previous review of the project will apply to this project. Reviewed by ate: 11-6-2014 Project Comments Date: October 24, 2014 To: U Engineering Division (650) 558-7230 X Building Division (650) 558-7260 U Parks Division (650) 558-7334 From: Planning Staff U Fire Division (650) 558-7600 0 Stormwater Division (650) 342-3727 U City Attorney (650) 558-7204 Subject: Request for Environmental Review and Design Review for a new, two-story single family dwelling and detached garage at 1516 Howard Avenue, zoned R-1, APN: 028-291-040 Staff Review: Second omments A w 'tten response to plan check comments was not provided. In your written r sponse specify where the information for each comment can be found -pp h �1 14. the plans specify that the roof eaves will not project within two feet of the property line. Information not found. 15. icate on the plans that exterior bearing walls less than five feet from the property line will e built of one -hour fire -rated construction. (2013 CBC, Table 602) Information not found. �pecify on the plans whether the fireplace is a gas or solid wood -burning device. If the fire lace. is a solid wood -burning device clearly state on the plans that the fireplace will meet all requirements as a U.S.EPA Phase II certified wood -burning device. Response not found. Foll'ow-w-up comment: /16 moms that could be used for sleeping purposes must have at least one window or door that �—c6mplies with the egress requirements. Specify the location and the net clear opening height and width of all required egress windows on the elevation drawings. 2013 California Residential Code (CRC) §R310. Note: The area labeled "Office" is a room that can be used for sleeping purposes and, as such, must comply with this requirement. On the elevation drawings: Specify the location and the net clear opening height and width of all required egress windows on the elevation drawings. In addition: The egress window at Bedroom #2 does not meet the minimum egress area of 5.7 square feet. NOTE: A written response to the items noted here and plans that specifically address items 14, 15, 23, and 16 must be resubmitted before this project can move forward for Planning Commission action � 7 � Reviewed-�by:—'! / Date:10-24-2014 J,e-Cyr, CBO 65 58-7270 Project Comments Date: September To: 0 Engineering Division (650) 558-7230 X Building Division (650) 558-7260 0 Parks Division (650) 558-7334 From: Planning Staff 0 Fire Division (650) 558-7600 0 Stormwater Division (650) 342-3727 0 City Attorney (650) 558-7204 Subject: Request for Environmental Review and Design Review for a new, two-story single family dwelling and detached garage at 1516 Howard Avenue, zoned R-1, APN: 028-291-040 Staff Review: September 15, 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.energy.ca.gov/title24/2013standards/ for publications and details. 3) Provide two completed copies of the attached Mandatory Measures with the submittal of your plans for Building Code compliance plan check. In addition, replicate this completed document on the plans. Note: On the Checklist you must provide a reference that indicates the page of the plans on which each Measure can be found. 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.) ,�OOn 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 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. 8) 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 finaled. No occupancy of the building is to occur until a new Certificate of Occupancy has been issued. 9) Provide a complete demolition plan that includes a legend and indicates existing walls and features to remain, existing walls and features to be demolished, and new walls and features. NOTE: A condition of this project approval is that the Demolition Permit will not be issued and, and no work can begin (including the removal of any 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 property lines. ,4On the plans specify that the roof eaves will not project within two feet of the property line. 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) 16) Rooms that could be used for sleeping purposes must have at least one window or door that complies with the egress requirements. Specify the location and the net clear opening height and width of all required egress windows on the elevation drawings. 2013 California Residential Code (CRC) §R310. Note: The area labeled "Office" is a room that can be used for sleeping purposes and, as such, must comply with this requirement. 0) If shoring walls are require for this project then 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. Maximum 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 be required which will be recommended by the soils engineer in the field. c. If shoring is required, specify on the plans the licensed design professional that has sole responsibility to design and provide adequate shoring, bracing, formwork, etc. as required for the protection of life and property during construction 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. f shoring walls are require for this project then 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 userguide.pdf * Construction Safety Orders : Chapter 4, Subchapter 4, Article 6 , Section 1541.1. (Qndicate on the plans that a Grading Permit, if required, will be obtained from the Department of Public Works. 20) 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. 21) Provide handrails at all stairs where there are four or more risers. 2013 CBC §1009. 22) Provide lighting at all exterior landings. (::?�Ppecify on the plans whether the fireplace is a gas or solid wood -burning device. If the fireplace is a solid wood -burning device clearly state on the plans that the fireplace will meet all requirements as a U.S.EPA Phase II certified wood -burning device. �0f the fireplace is a solid wood -burning device then specify on the plans that the fireplace chimney will terminate at least two feet higher than any portion of the building within ten feet or will be retrofit with a fireplace insert (not a log lighter.) 2013 CRC §1003.9. NOTE: A written response to the items noted here and plans that specifically address items 4, 5, 14, 15, 17, 18, 19, 23, and 24 must be re -submitted before this project can move forward for Planning Commiss' n action. Reviewed by: Date: 9-15-2014 Jo , BO 65-558-7270 Project Comments Date: November 5, 2014 To: X Engineering Division (650) 558-7230 U Building Division (650) 558-7260 U Parks Division (650) 558-7334 From: Planning Staff U Fire Division (650) 558- 7600 U Stormwater Division (650) 342-3727 U City Attorney (650) 558-7204 Subject: Request for Environmental Review and Design Review for a new, two-story single family dwelling and detached garage at 1516 Howard Avenue, zoned R-1, APN: 028-291-040 Staff Review: Response to comment #2 is acceptable. All other comments still apply. Reviewed by: V V Date: 11/06/2014 PLAN CI EC K- 1�L75P6NI c-:5c Project Comments �3:..(�� N` Date: September To: X Engineering Division (650) 558-7230 0 Building Division (650) 558-7260 0 Parks Division (650) 558-7334 From: Planning Staff NOV --4 20ir A^ .':,.- Fire Division CITY OF BURLINGrr,n_PIANNING P.-I,. (650) 558-7600 0 Stormwater Division (650) 342-3727 0 City Attorney (650) 558-7204 Subject: Request for Environmental Review and Design Review for a new, two-story single family dwelling and detached garage at 1516 Howard Avenue, zoned R-1, APN: 028-291-040 Staff Review: September 15, 2014 1. See attached review comments #1, 2, 5, 14, 19 and 20. New garage is being proposed at the top of slope which needs to be determined by a licensed engineer and supported with engineering calculations. If there are impacts to the creek, mitigation measures may be required for 300 feet upstream and downstream of the site. 3. Applicant is advised to call City Arborist regarding potential relocation of sidewalk area for street trees in the planter strip. 4. Sewer backwater protection certification is required. Contact Public Works — Engineering Division at (650) 558-7230 for additional information. L K HOC J 51,1 (LE PLAN P , # I � 5E E- rdr° dF C'Ab�S. MLL t CW00L-b 7_0 & OftAn C- Reviewed by: V V E:AjCr,2:KlC H 'r7r ,7F rrhN K Ctr't (mot rl &) '�)N PLAN 6V 64k6FE) . Y11111AJ [k/0 %p i fh(yr t1N1V t'aCNLD> (IV s ��jc)� _ , Date: 10/29/2014 I MARK ROBERTSON DESIGN 0 1 10/23/14 ATTN: CITY OF BURLINGAME - ENGINEERING DIVISION PROJECT: NEW RESIDENCE 1516 HOWARD AVENUE BURLINGAME, CA. 94010 A.P.N. 028-291-040 RE: PLAN CHECK RESPONSES — GARAGE / CREEK NON-INTERFERENCE TO WHOM IT MAY CONCERN: I have reviewed the proposed plans for the new House and detached Garage at 1516 Howard Ave. and can attest that the construction of the Garage will not interfere with the (E) Creek at the rear of the property. I shall provide engineering calcs. when we submit our plans to the Building Dept. for permit demonstrating that there will be no impact to the Creek or to the banked slope. Sincerely, 30 NSF 125 z m ��61.0/16 � � * I 'op I- cp, r000k Edward Moran ( Project engineer) 918 E. GRANT PLACE, SAN MATEO, CALIF. 94402 U.S.A • TEL: (650) 571-1125 • FAX: (650) 571-1399 Project Comments Date: September To: X Engineering Division (650) 558-7230 U Building Division (650) 558-7260 U Parks Division (650) 558-7334 From: Planning Staff U Fire Division (650) 558-7600 U Stormwater Division (650) 342-3727 U City Attorney (650) 558-7204 Subject: Request for Environmental Review and Design Review for a new, two-story single family dwelling and detached garage at 1516 Howard Avenue, zoned R-1, APN: 028-291-040 Staff Review: September 15, 2014 1. See attached review comments #1, 2, 5, 14, 19 and 20. New garage is being proposed at the top of slope which needs to be determined by a licensed engineer and supported with engineering calculations. If there are impacts to the creek, mitigation measures may be required for 300 feet upstream and downstream of the site. 3. Applicant is advised to call City Arborist regarding potential relocation of sidewalk area for street trees in the planter strip. 4. Sewer backwater protection certification is required. Contact Public Works — Engineering Division at (650) 558-7230 for additional information. Reviewed by: V V Date: 10/29/2014 PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION PLANNING REVIEW COlVIl MNTS ow .-VO 11101y Project Name: • LE fty_2�JXU" Project Address:' 0', The following requirements apply to the project 1 '\50_ A property boundary survey shall be preformed by a licensed land surveyor. The survey shall show all property lines, property corners, easements, topographical features and utilities. (Required prior to the building permit issuance.) c "4vy l5 Ace-f A" 2 The site and roof drainage shall be shown on plans and should be made to drain towards the Frontage Street. (Required prior to the building permit 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 Q A*tart' sewer lateral 4W 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. Pagel of 3 UAprivate development\PLANNING REVIEW CONRAENTS.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 curb, 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 appears 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 area 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 Army Corps of Engineers Permits. 19 _ No construction debris shall be allowed into the creek. 20_ The project shall comply with the City's NPDES permit 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 UAprivate development\PLANNING REVIEW CONEAENTS.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 UAprivate development\PLANNIING REVIEW CONIlVIENTS.doc Project Comments Date: October 24, 2014 To: 0 Engineering Division (650) 558-7230 0 Building Division (650) 558-7260 X Parks Division (650) 558-7334 From: Planning Staff 0 Fire Division (650) 558-7600 0 Stormwater Division (650) 342-3727 0 City Attorney (650) 558-7204 Subject: Request for Environmental Review and Design Review for a new, two-story single family dwelling and detached garage at 1516 Howard Avenue, zoned R-1, APN: 028-291-040 Staff Review: 1. Apply for permit for removal of existing City Street tree.(A4a dLed) 2. Irrigation plan required for Building permit. 3. Checklist submitted and approved. Reviewed by: BDisco Date:10/29114 City of Burlingame - Parks & Recreation Department �Sp R'ARrcy�n 850 Burlingame Ave., Burlingame, CA 94010 Phone: (650) 558-7300 • Fax: (650) 696-7216 recreation 2burlingame.or1�" � u TREE WORK PLAN PERMIT FOR CITY TREES (To be completed by applicant) l5/(� t[oujavd AV.e- Address of Location Where Work is to be Performed Address of Applicant, if Different Name of Applicant Contact Phone and Email Date A separate plan is needed for each tree species. For groups of trees of the same species with similar needs, one plan will suffice. Tree Species, Number of Trees & Location Relative to Property: (include a schematic, hand drawn or other, of location of trees on property.) 10O Pruning Objectives: I A - Type of Work: O Improve Structural Strength and Reduce Failure Potential K Improve Aesthetics IZ� Remove 11 Plant ® Thin ® Reduce 0 Provide Clearance for Pedestrians, Vehicles and Structures ® Repair Damage ® Clean C] Raise ® Restore O Stump Removal CI Improve Safety for People and Property ® Reduce Maintenance 11 Line Clearance C3 Re-establish View � Remove for Building Project -Permit ineffective until after Planning Commission review. Description of Work: (Please use back of form for additional comments anWor drmving of trees location on property) Pruning shall be done in accordance with ANSI A300 Pruning Standards and should be done by an ISA Certified Arborist, Tree Worker or Tree Trimmer. Not more than 25 % of the crown shall be removed within an annual growing season. In cases where more than 113 of the crown needs to be removed, such as to reduce the potential for structural failure, a qualified arborist shall make an assessment of the amount of pruning needed to abate the hazard. This permit allows the applicant to remove or prune the above listed tree(s) in accordance with the provisions of the Urban Forest Management Plan. By signing this permit, the applicant agrees to comply with all conditions listed. Permission is hereby granted to perform the above work only. All work shall be performed in the manner specified by the Parks Division. The City shall not be made liable for the acts of private persons or their contractors upon city streets or public places by virtue of this permit. Contact the Parks Office at 650-558-7330 when work is completed. A Copy of this approved permit must be given to the Tree Company prior to the work being performed. Property Owner Signature City Date Issued Expiration Date. September 29, 2014 OUTDOOR WATER USE EFFICIENCY CHECKLIST I cert"4 that the subj project m s e spedCed requirements of the Water Conservation in Landscaping Ordinance. OCT 2 4 20 � 20 14 enna 10/21/14 (Revised) S[gnaure Date E 30V�P No Q`Single Family U Multi -Family Ll Commercial U Institutional 0 Irrigation only U Industrial 0 other: Applii1ant Name (print): Contact Phone #: Project Site Address- 1516 Howard Ave. Burlingame CA 'agencyi!1.4 IeW P s-4; -,(Fail). P,roje& Area (sq.ft. or acre): 7057 SF # of Units; # of Meters: Total Landscape Area (sq.ft.): 667 Turf Irrigated Area (sq.ft.): Non -Turf Irrigated Area (sq.ft.): 667❑ Special Landscape Area (SLA) (sq.ft.): deleted T- U Water Feature Surface Area (sq.ft.): U -4 ........... Turf Less than 25% of the landscape area is C Yes 735 + 200 935sf (23%) ❑ turf Ll No, See Water Budget All turf areas are > 8 feet wide El Yes (3 All turf is planted on slopes < 25% 13,Mes -El iNon-Turf At least 80% of non -turf area is native Cf Yes 13. or low water use plants ❑No, See Water Budget Hydeozones Plants are grouped by Hydrozones Gr)fes At least 2-inches of mulch on exposed Yes Ell- Mu[0 sail surfaces Irrigation system Efficiency 70% ETo (100% ETo for SLAs) Yes No overspray or runoff Yes 13 Irrigation System Design System efficiency > 70% LY Yes Automatic, self-adjusting irrigation 0 not required for Tier I ro' controllers yYe, Moisture sensor/rain sensor shutoffs ,*Yes No sprayheads in < 8-ft wide area. es El., Irrigation Time System only operates between 9 PM Yes and 10 AM Metering Separate irrigation meter 0 No, not required because < 5,000 sq.ft. U 0 Yes Swimming Pools Spas Cover highly recommended 0 s VtNeo, not required Waier Features ko-) I Recirculating o Yes Less than 10% of landscape area D Yes —13. El Documentation Checklist Yes Landscape and irrigation Design Plan LJ/Prepared by applicant �Prepared by professional Water Budget (optional) 13 repared by applicant Yprepared by professional AuditPost-installation audit completed Q Completed by applicant Q 0 Completed by professional OUTDOOR WATER USE EFFICIENCY CHECKLIST Auditor: ItiiS-fit �.1� $t:ec+>ioi lii t,'ii 4 Materialseceived and Reviewed: ❑ Water Conservation in Landscaping Ordinance Water Use Efficiency Checklist ❑ Outdoor Water Use Efficiency Checklist dget Cl Water Budget Calculation Worksheets e Plan❑Plant List allation Audit ❑ Other: Date li eviewed: o ❑ Follow up required (explain): ❑ Drip irrigation ❑ Self-adjusting Irrigation Controller Date Resubmitted: ❑ Plant palate Date Approved: Three (3) inches of mulch F Dedicated Irrigation Meter Required: ❑ Soil amendment (e.g., compost) Meter sizing: ❑ Grading i ❑ Pool and/or spa cover U Dedicated irrigation meter I Cl Other: Com me nts: _ The proposed landscape specifically includes low water plant selections, grouped appopriately and utilizes s"etio-terHn-pPare—F-o-rn—atural-lawns. Selected Definitions: Tier 1 New construction and rehabilitated landscapes with irrigated landscape areas between 1,000 and 2,500 square feet requiring a building or landscape permit, plan check or design review, or new or expanded water service. Tier 2 New construction and rehabilitated landscapes with irrigated landscape areas greater than 2,500 square feet requiring a building or landscape permit, plan check or design review. ETo Reference evapotranspiration means the quantity of water evaporated from a large field of four -to seven-inch tall, cool -season grass that is well watered. Reference evapotranspiration is used as the basis of estimating water budgets so that regional differences in climate can be accommodated. SLA Special Landscaped Area. Includes edible plants, areas irrigated with recycled water, surface water features using recycled water and areas dedicated to active play such as parks, sports fields, golf courses, and where turf provides a playing surface. Professional Professional is a "certified professional" or "authorized professional" that is a certified irrigation designer, a certified landscape irrigation auditor, a licensed landscape architect, a licensed landscape contractor, a licensed professional engineer, or any other person authorized by the state to design a landscape, an irrigation system, or authorized to complete a water budget, irrigation survey or irrigation audit. Water Feature A design element where open water performs an aesthetic or recreational function. Water features include ponds, lakes, waterfalls, fountains, artificial streams, spas, and swimming pools (where water is artificially supplied). Project Comments Date: September To: 0 Engineering Division (650) 558-7230 0 Building Division (650) 558-7260 X Parks Division (650) 558-7334 From: Planning Staff 0 Fire Division (650) 558-7600 0 Stormwater Division (650) 342-3727 0 City Attorney (650) 558-7204 Subject: Request for Environmental Review and Design Review for a new, two-story single family dwelling and detached garage at 1516 Howard Avenue, zoned R-1, APN: 028-291-040 Staff Review: September 15, 2014 1. Dracaena tree (palm) poor condition. Consider replacing with new landscape tree. Completed landscape must include 3 landscape trees (non -fruit bearing) for final inspection. 3. If Public Works requires sidewalk replacement, Policy for Expanding Width of Planter Strip needs to be implemented. !4. Existing City Street Tree may not be cut, trimmed or removed without permit from Parks Division (558-7330) 5. `Water Conservation in Landscape Regulations" checklist submitted and approved. Irrigation Plan required for Building permit. Audit due for Final. 6. 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). 7.11 Remove concrete in planter strip and replace with 2 new 15 gal street trees from attached list Reviewed by: B Disco Date: 9/18/14 CITY OF BURLINGAME - PARKS DIVISION, 558-7330 BURLINGAME 850 BURLINGAME AVENUE, BURLINGAME, CA 94010-2858 ` OFFICIAL STREET TREE LIST - AUG 2010 9.. TREES TO BE USED IN PLANTING STRIPS UNDER 4' WIDE TREEGITYUSA AND SELECTED TREES (*) FOR TREE WELLS IN PAVED AREAS PICTURES OF TREES CANBE VIEWED AT www.burliugame-orp UNDER THE PARKS AND RECREA TION DEPAR TMENT Site Height at Min Botanical Name Common Name Locations Maturi Spacing * Acer buergeranum Trident Maple Washington Park Rose Garden 20-25' 1 25' DECIDUOUS: Moderate growth; roundish crown; glossy, three - lobed leaves; fall color. Aesculus carries. Red Horsechestnut 2212 Adeline 40' 30' DECIDUOUS: Fast early growth; round headed; dark green leaves; Plumes of crimson flowers inspring. O Celtis australis European Hackberry 1108 Cambridge 40-50' 40' DECIDUOUS: Fast growth; gray -green, elm -like leaves; upright, round headed form. O Celtis sinensis Chinese Hackbeny 2711 Easton 3040' 25' DECIDUOUS: Fast growth, glossy, dark green, elm -like leaves; upright round form. Suse table to wooly aphids Craetaegus phsenopyrum Washington Thom 733 Lexington Way 20-25' 25' DECIDUOUS: Moderate growth; graceful open limb structure; glossy leaves; foliage turns orange, scarlet or purple in fall. * Geijera parviflora Australian Willow Wells Fargo Bank (Broadway),117 25-30' 30' EVERGREEN: Moderate growth, graceful branches; fine textured Bayswater leaves; pest free. O Gingko biloba Maidenhair tree 405,409 Block Bayswater Ave, 30-50' 40' DECIDUOUS: Slow growth; fan shaped leaves turn yellow in fall; 1240 Cabrillo spreading, almost umbrella form. Koelreuteria bipinnata Chinese Flame Tree 209 Victoria, 139 Channing 20-35' 35' DECIDUOUS: Slow to moderate growth; clusters of yellow flowers; leaves yellow in fall, drop late. Koelreuteria paniculata Golden Rain Tree 1528 Howard 20-35' 35' DECIDUOUS: Slow to moderate growth; yellow flowers; leaves reddish inspring, dull -green in summer. t Lagerstromia indica Crape Myrtle Pershing Park, 1325 Drake 20-30' 25' DECIDUOUS: Moderate growth; spring foliage light green tinged bronze red; red flowers July -September, yellow fall color. Magnolia grandiflora Magnolia `Samuel 2109 Ray Drive 30' 30' EVERGREEN. Fast growth; upright branches; dark green foliage has Sommer' a rusty bronze coloring on leaf underside. White flowers in early s rin and again late in summer. * Maytenus boaria Mayten Tree 900 Morrell 20-40' 25' EVERGREEN: Slow to moderate growth; pendulous graceful branches. O Pistacia eltinensis Chinese Pistache 2705 Easton, 121 Costa Rica Ave 30-41' 40' DECIDUOUS: Moderate growth; dark green leaves, brilliant fall color. * Pittosporum undulatum Victorian Box 1201 & 1230 Burlingame Ave 3040' 40' EVERGREEN: Moderate growth; fragrant white flowers glossy leaves; round headed. * Prunus cerasifera Purple Leaf Plum 1320 Lincoln, Village Park 20' 15' DECIDUOUS: Moderate growth; coppery leaves; light pink flowers Eastmoor side, 1320 Lincoln Ave inspring * Pyrus calleryana Flowering Pear 617 Howard, 2112 Adeline 25-35' 25' DECIDUOUS: Fast growth; upright form; masses white flowers in 'Aristocrat' spring, red leaves in fall. Robinia ambigua Idaho Locust 1446 Capuchino 3040' 30' DECIDUOUS: Moderate to fast growth; spring clusters of bright magenta flowers; long leaves divided into oval leaves. Sapium sebiferum Chinese Tallow 2009 Deveraux Drive 3TT 40' DECIDUOUS: Moderate to fast growth; dense, round crown; outstanding fall color * Trees appropriate for tree wells in paved areas Q City recommended trees to increase the Urban Forest Canopy OUTDOOR WATER USE EFFICIENCY CHECKLIST project meets the specified requirements of the in La SU 10 2014 .. 1. 'tr :i,. �•=r'.•,i} .: ' �'. .., ,. .c :. -,�.� �.1... ecial �_: ._. r. .:_ : . .. .. .. ... .�.:. - .'� �. ,-:. -f.ti� .: .0 • Single Family ❑ Multi -Family ❑ 'Commercial ❑ Institutional ❑ Irrigation only ❑ Industrial ❑ otheri�'-01C)-P' INNING DIV. Applicant Name (print): Contact Phone #: Project Site Address: 1516 Howard Ave. Burlingame CA Agency Review (Pass .. (Fail) Project Area (sq.ft. or acre): 7250 # of Units:1 # of Meters: 1 Ii's : ; i:: rj7iart- ;'a. ; :,•• aLandscape Area (sq.ft.): 667 ❑Total Turf Irrigated Area (sq.ft.): ❑' ❑ Non -Turf Irrigated Area (sq.ft.): 667 o 0 .. S 1—dsca a Area (SLA) (sq ft) y nt etic Turf 1 00 ❑ ❑ r. Water Feature Surface Area (sq.ft.): s urf Less than 25% of the landscape area is turf IN Yes ❑. No, See Water Budget ❑ — All turf areas are > 8 feet wide ❑ Yes _ ❑ ❑ ' _ All turf is planted on slopes < 25% ❑Yes ❑ ❑ I Non. -Turf C At least 80% of non -turf area is native or low water use plants a Yes ❑ o, See Water Budget C F Hydrozones Plants are grouped by Hydrozones es ❑ i Mulch At least 2-inches of mulch on exposed soil surfaces Yes ❑ ( irrigation System Efficiency 70% Ei•o (100% ETo for SLAB) es 2� ❑ ) _ No overspray or runoffCriyes X irrigation System Design i1 System efficiency> 70% Cf Yes ❑ Automatic, self-adjusting irrigation controllers ❑ No, not required for Tier 1 es ❑ l Moisture sensor/rain sensor shutoffs Yes I� ❑ No sprayheads in < 8-ft wide area. _ es ICY ❑ irrigation Time li System only operates between 8 PM and 10 AM Yes ❑ i Metering I, Separate irrigation meter No, not required because < 5,000 sq.ft. ❑ Yes C:I-- U. �Swimming Pools / Spas Cover highly recommended ❑ yes not required 8' LiNo, mai-er Features F70) Recirculating ❑ Yes ❑ �? 1 Less than 10% of landscape area ❑jles ❑ Documentation Checklist Yes ❑ E tt Landscape and Irrigation Design Plan❑ Prepared by applicant WPrepared by professional b 1 3 Water Budget (optional) ❑ yrepared by applicant Prepared by professional i� ) Audit I� Post -installation audit completed ❑ Completed by applicant ❑ Completed by professional OUTDOOR WATER USE EFFICIENCY CHECKLIST To i' • e `• • Auditor: �,.... ...r � o� •aiah-k.+.':�u;�t-Z:':a1<ya-- •a.r�s;�+s'!v b�14 i �7 g, 5v mr i Materials Received and Reviewed: ❑ Water Conservation in Landscaping Ordinance Outdoor Water Use Efficiency Checklist ❑ Outdoor Water Use Efficiency Checklist ❑ Water Budget ❑ Water Budget Calculation Worksheets ❑ La dscape Plan ❑ Plant List ❑ Po t-Installation Audit ❑ Other: Date Reviewed: �di{ u? o I°l VW, iSy, 3 J�(Stri+tuli`� Cl Follow up required (explain): O Drip irrigation ❑ Self-adjusting Irrigation Controller Date Resubmitted: ❑ Plant palate Date Approved: ❑ Three (3) inches of mulch Dedicated irrigation Meter Required: ❑ Soil amendment (e.g., compost) Meter sizing: ❑ Grading ❑ Pool and/or spa cover 0 Dedicated irrigation meter i ❑ Other: Comments: The proposed landscape specifically includes low water plant selections, grouped appopriately and utilizes synthetic turf in place of natural lawns. 5eleyted Definitions: Tier New construction and rehabilitated landscapes with irrigated landscape areas between 1,000 and 2,500 square feet requiring a building or landscape permit, plan check or idesign review, or new or expanded water service. Tier 2 New construction and rehabilitated landscapes with irrigated landscape areas greater than 2,500 square feet requiring a building or landscape permit, plan check or design review. ETo Reference evapotranspiration means the quantity of water evaporated from a large field of four -to seven-inch tall, cool -season grass that is well watered. Reference evapotranspiration is used as the basis of estimating water budgets so that regional differences in climate can be accommodated. SLA Special Landscaped Area. Includes edible plants, areas irrigated with recycled water, surface water features using recycled water and areas dedicated to active play such as parks, sports fields, golf courses, and where turf provides a playing surface. Professional Professional is a "certified professional" or "authorized professional" that is a certified irrigation designer, a certified landscape Irrigation auditor, a licensed landscape architect, a licensed landscape contractor, a licensed professional engineer, or any other person authorized by the state to design a landscape, an irrigation system, or authorized to complete a water budget, irrigation survey or irrigation audit. Watier Feature A design element where open water performs an aesthetic or recreational function. Water features include ponds, lakes, waterfalls, fountains, artificial streams, spas, and swimming pools (where water is artificially supplied). h Project Comments Date: October 24, 2014 To: 0 Engineering Division (650) 558-7230 U Building Division (650) 558-7260 0 Parks Division (650) 558-7334 From: Planning Staff 0 Fire Division (650) 558-7600 X Stormwater Division (650) 342-3727 U City Attorney (650) 558-7204 Subject: Request for Environmental Review and Design Review for a new, two-story single family dwelling and detached garage at 1616 Howard Avenue, zoned R-1, APN: 028-291-040 Staff Review: 1. Project proponent returned a completed and signed Stormwater Checklist, project proposed several site design measures to comply with Provision C.3.i. 2. Previous comments shall be addressed during the building permit application. Reviewed: EJ Date: 10/27/2014 ,A!; HATED COUNTYWIDE Water Pollution Prevention Program Stormwater Checklist for Small Projects Municipal Regional Stormwater Permit (MRP) Order 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 projects of any size, other projects that create and/or replace less than 10,000 square feet of impervious surface, and projects in the following categories that create and/or replace less than 5, 000 square feet of impervious surface: restaurants, retail gasoline outlets, auto service facilities', and parking lots (stand-alone or part of another use). A. Project Information A.1 Project Name: NEW I F—S 1 D EV L E / /n� /, A.2 Project Address: 151 C3 HOW,NK0 AVE 1ayuN6,3nmE n, 9W)' 1 A.3 ProjectAPN: B. Select Appropriate Site Design Measures BA Does the project create and/or replace 2,500 square feet or more of impervious surface2. , Yes ❑ No If yes, and the project will receive final discretionary approval on or after December 1, 2012, the project must include one of Site Design Measures a through f 3 Fact sheets regarding site design measures a through f may be downloaded at http://www.fiowstobay.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 measures4, which may be required at municipality discretion. Consult with municipal staff about requirements for your project. B.2 Is the site design measure included in the project plans? Yes No Plan Sheet No. ❑ w a. Direct roof runoff into cisterns or rain barrels and use rainwater for irrigation or other non -potable use. ❑ 2Z( b. Direct roof runoff onto vegetated areas. ❑ X f c. Direct runoff from sidewalks, walkways, and/or patios onto vegetated areas. ❑ Z d. Direct runoff from driveways and/or uncovered parking lots onto vegetated areas. ❑ L e. Construct sidewalks, walkways, and/or patios with permeable surfaces. © k-- �{ Jet ❑ L) f. Construct bike lanes, driveways, and/or uncovered parking lots with permeable OU surfaces. ❑ j g. Minimize land disturbance and impervious surface (especially parking lots). fat ❑ h. Maximize permeability by clustering development and preserving open space. ❑ i. Use micro -detention, including distributed landscape -based detention. ❑ L I j. Protect sensitive areas, including wetland and riparian areas, and minimize changes to the natural topography. ❑ p .1 i 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) ❑ W m. Plant or preserve interceptor trees (Section 4.1, C.3 Technical Guidance) I See Standard Industrial Classification (SIC) codes here. 2 Complete the C.3IC.6 Development Review Checklist if the project is not an individual single family home, and it creates and/or replaces 10,000 square feet or more of impervious surface; or if it is a restaurant, retail gasoline outlet, auto service facility, or parking lot project that creates and/or replaces 5,000 square feet or more of impervious surface. 3 See MRP Provision C.31 4 See MRP Provision C.3.a.i.(6). Approved December4, 2012 Stormwater Checklist for Small Projects C. Select appropriate source controls (Encouraged for all projects, may be required at municipal discretion. Consult municipal staff.5) Are these features in Features that require source Source control measures Is source control measure included project? control Refer to Local Source Control List for detailed requirements) ( q ) in project plans? measures Yes No PlanSheet No. Yes No I ❑ Storm Drain ❑ Mark on -site inlets with the words `No Dumping! Flows to Bay" or equivalent. ❑ ❑ Floor Drains ❑ Plumb interior floor drains to sanitary sewer (or prohibit]. ❑ �f ❑ Parking garage ❑ Plumb interior parking garage floor drains to sanitary sewer.6 ❑ ❑ Landscaping ❑ Retain existing vegetation as practicable. ❑ ❑ Select diverse species appropriate to the site. Include plants that are pest- and/or disease -resistant, drought -tolerant, and/or attract beneficial insects. L I ❑ Minimize use of pesticides and quick -release fertilizers. ❑ Use efficient irrigation system; design to minimize runoff. ❑ PoouSpa/Fountain ❑ Provide connection to the sanitary sewer to facilitate draining 6 ❑ ❑ Food Service Provide sink or other area for equipment cleaning, which is: ❑ Equipment ❑ Connected to a grease interceptor prior to sanitary sewer discharges (non- ❑ Large enough for the largest mat or piece of equipment to be cleaned. residential) ❑ Indoors or in an outdoor roofed area designed to prevent stormwater run-on and run-off, and signed to require equipment washing in this area. ❑ Refuse Areas ❑ Provide a roofed and enclosed area for dumpsters, recycling containers, etc., ❑ designed to prevent stormwater run-on and runoff. ❑ Connect any drains in or beneath dumpsters, compactors and tallow bin areas serving food service facilities to the sanitary sewer.6 ❑ Outdoor Process ❑ Perform process activities either indoors or in roofed outdoor area, designed ElActivities to prevent stormwater run-on and runoff, and to drain to the sanitary sewers ❑ Outdoor ❑ Cover the area or design to avoid pollutant contact with stormwater runoff. ❑ Equipment/ ❑ Locate area only on paved and contained areas. Materials ❑ Roof storage areas that will contain non -hazardous liquids, drain to sanitary Storage sewers, and contain by berms or similar. ❑ Vehicle/ ❑ Roofed, pave and berm wash area to prevent stormwater run-on and runoff, ❑ Equipment plumb to the sanitary sewers, and sign as a designated wash area. Cleaning ElCommercial car wash facilities shall discharge to the sanitary sewers ❑ "CA' Vehicle/ ❑ Designate repair/maintenance area indoors, or an outdoors area designed to ❑ Equipment prevent stormwater run-on and runoff and provide secondary containment. Do Repair and not install drains in the secondary containment areas. Maintenance ❑ No floor drains unless pretreated prior to discharge to the sanitary sewer. 6 ❑ Connect containers or sinks used for parts cleaning to the sanitary sewer. 6 ❑( Fuel ❑ Fueling areas shall have impermeable surface that is a) minimally graded to ❑ Dispensing prevent ponding and b) separated from the rest of the site by a grade break. Areas ❑ Canopy shall extend at least 10 ft in each direction from each pump and drain away from fueling area. ❑ Loading Docks ❑ Cover and/or grade to minimize run-on to and runoff from the loading area. ❑ ❑ Position downspouts to direct stormwater away from the loading area. ❑ Drain water from loading dock areas to the sanitary sewer.6 ❑ Install door skirts between the trailers and the building - El Fire Sprinklers ❑ Design for discharge of fire sprinkler test water to landscape or sanitary sewers ❑ ❑ Miscellaneous ❑ Drain condensate of air conditioning units to landscaping. Large air ElDrain or Wash conditioning units may connect to the sanitary sewers Water ❑ Roof drains shall drain to unpaved area where practicable. ❑ Drain boiler drain lines, roof top equipment, all washwater to sanitary sewers. ❑ Architectural�E]rain rinse water to landscaping, discharge to sanitary sewers, or collect and ❑Copper spose properly offsite. See flyer "Requirements for Architectural Copper." See MRP Provision C.3.a.i(7). 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 facilities. Approved December 4, 2012 Stormwater Checklist for Small Projects D. Implement construction Best Management Practices (BMPs) (Required for all projects.) DA Is the site a "High Priority Site"? (Municipal staff will make this determination; if the answer is yes, Yes ❑ NOX the project will be referred to construction site inspection staff for monthly stormwater inspections 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 Management Practice ❑ Attach the San Mateo Countywide Water Pollution Prevention Program's construction BMP plan sheet to ❑ Temporary erosion controls to stabilize all denuded areas until permanent erosion controls are established. ❑ Delineate with field markers clearing limits, easements, setbacks, sensitive or critical areas, buffer zones, trees, and drainage courses. ❑ .J" l Provide notes, specifications, or attachments describing the following: ❑ Construction, operation and maintenance of erosion and sediment controls, include inspection frequency; ❑ Methods and schedule for grading, excavation, filling, clearing of vegetation, and storage and disposal of excavated or cleared material; ❑ Specifications for vegetative cover & mulch, include methods and schedules for planting and fertilization; ❑ Provisions for temporary and/or permanent irrigation. J4❑ Perform clearing and earth moving activities only during dry weather. X ❑ 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. ❑ Store, handle, and dispose of construction materials/wastes properly to prevent contact with stormwater. Z ❑ 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: I�lYkf�l` '�►i'���I Signature: /�� �-� Date: E. Comments (for municipal staff use only): r 1 Cf v"* 1 acid e,--(; - T cL jo h',>"_ U) F. NOTES (for municipal staff use only): Section A Notes: Section B Notes: Section C Notes: Section D Notes: D (L Approved December4, 2012 Project Comments Date: September To: 0 Engineering Division 0 Fire Division (650) 558-7230 (650) 558-7600 0 Building Division X Stormwater Division (650) 558-7260 (650) 342-3727 0 Parks Division 0 City Attorney (650) 558-7334 (650) 558-7204 From: Planning Staff Subject: Request for Environmental Review and Design Review for a new, two-story single family dwelling and detached garage at 1516 Howard Avenue, zoned R-1, APN: 028-291-040 Staff Review: September 15, 2014 1) ormwater requirements are required to be implemented at stand-alone single family ome 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, sign 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/newdevelopment 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. Electronic file is available for download at- http-./Iflowstobay.org/construction 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/newdevelopment 4) All surfaces must be labeled as to whether it is pervious or impervious. Details must be provided for impervious surfaces such as driveways, patios, sidewalks, etc. For assistance please contact Eva J. at 650-342-3727. Reviewed by: EJ Date: 9/4/2014 Water Pollution Pf evention Progra rn, San Francisco bay-. to on . a 1wa& Quality contr iot appropr..-t - the 'Wstr uctidn:Genera. Permit, visit w'vvw.svvrcb.ca.gOv/Wjter issuesm -T. f�.- I I - 1 1. 1 ____,�2mgra_sZstor Current Stormwater Quality Control Requirements LID Requirements/Stormwater Treatment Measures apply to: • Projects that create and/or replace 10,000 square feet or Speciatlani3 C1se Categories are more of impervious surface, and :Uncovered parking areas and • "Special Land Use Category" projects that create and/or • ..: alone.or part of another use) replace 5,000 square feet or more of impervious surface. Restaurants If the stormwater treatment requirements apply, you will need to fill out the Auto service facilities) feasibility screening portion of the C.3 Regulated Projects Checklist to • Retail gasoiine:outlets determine whether it is feasible to treat the water quality volume of runoff with infiltration, evapotranspiration, or rainwater harvesting and use. ' Rlnro%P7/Jl!!N �i Where infiltration, evapotranspiration, and rainwater harvesting and use are infeasible, stormwater may be directed to an on -site biotreatment system, such as a bioretention area or flow -through planter. Biotreatment systems contain a specified biotreatment soil and have a surface area that is approximately 4% of the contributing impervious area. Biotreatment systems should be designed to maximize infiltration into native soil wherever possible. Vault -based treatment systems may not be used as stand-alone treatment, except for limited use of media filters in certain high density and transit -oriented projects. • Hydromodification Management (HM) requirements apply if a project creates and/or replaces 1 acre or more of impervious surface, increases impervious surface over pre -project conditions AND is located in a susceptible area. For More Information: Contact the San Mateo Countywide Water Pollution Prevention Program at www.flowstobay.org (For the New Development webpage, click on "Businesses", then "New Development". For a list of local contacts for new development, click "local permitting agency".) The Stormwater Checklist for Small Projects, the C.3 Checklist for Regulated Projects, the C.3 Technical Guidance Manual, and other guidance documents are provided on the New Development webpage. )Auto service facilities include those described by the following Standard Industrial Classification (SIC) codes: 5013, 5014, 5541, 7532, 7533, 7534,7536, 7537, 7538, 7539. at@r Pollution Prevention Program 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. Building with copper flashing, gutter and drainpipe. Use Best Management Practices (BMPs) The following Best Management Practices (BMPs) must be implemented to prevent prohibited discharges to storm drains. During Installation • 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 sewer agency before discharging to the sanitary sewer. o Collect the rinse water in a tank and haul off -site for proper disposal. Consider coating the copper materials with an impervious coating that prevents further corrosion and runoff. This will also maintain the desired color for a longer time, requiring less maintenance. Storm drain inlet is blocked to prevent prohibited discharge. 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 runoff from 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 was hing,,�;� "•~ copper architectural features, you are in violation of the municipal stormwater ordinance and may be subject to a fine. P �� Photo credit. Don Edwards National Wildlife Sanctuary Contact Information The San Mateo Countywide Water Pollution Prevention Program lists municipal stormwater contacts at www.flowstobay.oM (click on "Business", then "New Development', then "local permitting agency"). FINAL February 29, 2012 SOi htATCO CGtJWrYVdl1)E Water Pollution Prevention Program Clean Water, lieulthy Communitu. Construction Best Management Practices (BMPs) Construction projects are required to implement the stormwater best management practices (BMP) on this page, as they apply to your project, all year long. 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) reclaimedwaler for dust control. Hazardous Materials - ❑ Label all hazardous materials and hazardous wastes (sudn 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 forecaslwithin 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 wetweuthcr. ❑ 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, concede, aggregate base materials, wood, gyp board, pipe, etc.) ❑ Dispose of liquid residues tram paints, thhmors. solvents, glues and cleaning fluids as hazardous waste. Construction Entrances and Perlmeter ❑ Establish and maintain effective perimeter controls and stabilize all construction entrances and exits to sufficiently control crosian and sediment discharges from site and trucking off Sate. ❑ Sweep or vacuum any street vacking immediately and secure sediment source to prevent further uackmg. Never hose down streets to dean up tacking. Equipment Management & Spill Control '.! Maintenance and Parking ❑ Designate an area, fittedwith appropriate BMP4 for vehicle and equipment parking and storage. ❑ Perform major maintenance, rcpairjobs, and vehicle and equipmentwashing offshe. ❑ Ifrefueling orvehicle maintenance must be done onside, work in a beamed area away from storm drains and over a drip pan or drop cloths big enough to collect fluids Recycle or dispose of fluids as hazardouswaste. ❑ If vehicle or equipment cleaning must be done onsit% clean with water only in abermed area that willnot allow rinse water to non into gutters, streets, storm drains, or surface waters. ❑ Do not clean vehicle or equipment onsite using soaps. solvents, degreasers, or steam cleaning equipment Spill Prevention and Control ❑ Keep Quill cleanup materials (e.g., rags, absorbents and cat litter) 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. ❑ Clem up spills or leaks immediately and dispose of cleanup materials properly. ❑ Do not hose down surfaceswhere fluids have spilled. Use dry cleanup methods (absorbent materials, cat litter, and/or rags). ❑ Sweep up spilled dry materials immediately. Do not try to wash them awaywith 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 ofhazardous materials, including oil. To report a spill: 1) Dial 911 oryour local emergency response number, 2) Call the Governor's Office of Emergency Services Warning Center, (800) 852-7550 (24 hours). Earthmoving r.2 ❑ Schedule grading and excavation work during dry weather. ❑ Stabilize all denuded areas, install and maintain temporary erosion controls (such as erosion control fabric or bonded fiber matrix) until vegetation is established. ❑ Remove existing vegetation only when absolutely necessary and seed or plant vegetation for erosion control on slopes or where construction is not immediately planned. ❑ Prevent sediment flrom migrating offsite and protect storm drain inlets, gaiters, ditches, and drainage courses by installing and maintaining appropriate BIv1Ps, such as fiber rolls, silt fences, sediment basins, gravel bags, bums, etc. ❑ Keep excavated soil on site and transfer it to dump trucks on sits not in the streets. contaminated Solis ❑ If any of the following conditions are observed, lestfor contamination and contact the Regional Water Quality Control Board - Unusual mil conditions, discoloration, or odor. Abandoned underground tanks. • Abandoned wells - Buried barrels, debris, or trash. Paving/Asphalt Work AK ❑ Avoid paving and seal costing in wet weather or when non is forecast, to prevent materials that have not cured from contacting stomrwatcr runoff. ❑ Cover storm drain inlets and manholes when applying seal cost, tack cost, slurry seal, too seal, etc ❑ Collect and recycle or appropriately dispose of excess abrasive gravel or sand, Do NOT sweep orwash it into gutters. ❑ Do not use water to wash down fresh asphalt concrete pavement Sawcutting & Asphalt/Concrete Removal ❑ Protect nearby storm drain inlets when saw cutting. Use filter fabric, catch basin inletfilmrs, or gravel bags to keep slurry out of the storm drain system. ❑ Shovel, abosorb, orvacuum saw -at 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 som"l). ❑ If sawat slurry enters a catch basin, clean it up immediately. Download e-file at hftp:/Iflowstobay.org/construction Concrete, Grout & Mortar Application ❑ Store concrete, grout, and mortar away from storm drains or waterways, and on pallets under cover to protect them from rain, runoff', andwind. ❑ Wash out concrete equipmentltrucks offsite or in a designated washout area, where the water will flow into a temporary waste pit, and in a manner that will prevent leaching into the underlying soil or onto surrounding areas. Let concrete harden and dispose of as garbage. ❑ When washing exposed aggregate, prevent washwater it= entering storm drains Block any inlets and vacuum gutters, hose washwaer onto dirt areas, or drain onto a bermed surface to be pumped and disposed of properly. Landscaping . ❑ Protect stockpiled landscaping materials from wind and rain by storing them under tarps all year-round. ❑ Stack bagged material on pallets and under cover. ❑ Discontinue application of arty erodible landscape material within 2 days before a forecast rain event or during wet weather. Painting & Paint Removal Painting Cleanup and Removal ❑ Never clean brushes or rinse paint containers into a street, gutter, storm drain, or stream. ❑ For water -based paints, paint out brushes to the extent possible, and rinse into a drain that goes to the sanitary sewer. Never pour paint down a storm drain. ❑ For oil -based paints, paint out brushes to the extent possible and clean with thinner or solvent in a proper container. Filter and reuse thinners and solvents. Dispose of excess liquids as hazardous waste. ❑ Paint chips and dust fYom non -hazardous dry stripping and sand blasting may be swept up or collected in plastic drop cloths and disposed of as trash. ❑ Chemical paint stripping residue and chips and dust fmm marine paints or paints containing lead, mercury, or tributyltin must be disposed of as hazardous waste. Lead based paint removal requires a state - certified contractor. Dewatering bJ/1,'U hl ❑ Discharges of groundwater or captured runoff ftam dewatering operations must be properly managed and disposed. When possible scud dewatering discharge to landscaped area or sanitary sewer. If discharging to the sanitary Sewer call your local wastewater treatment plant ❑ Divert run-on water from offsite away from all disturbed areas. ❑ When dcwatering, 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 (mown or suspected contamination, call your local agency to determine whether the ground water must be tested Pumped groundwater may need to be collated and hauled off -site for treatment and proper disposal. Project Comments Date: September To: 0 Engineering Division (650) 558-7230 0 Building Division (650) 558-7260 0 Parks Division (650) 558-7334 From: Planning Staff is Fire Division (650) 558-7600 0 Stormwater Division (650) 342-3727 0 City Attorney (650) 558-7204 Subject: Request for Environmental Review and Design Review for a new, two-story single family dwelling and detached garage at 1516 Howard Avenue, zoned R-1, APN: 028-291-040 Staff Review: September 15, 2014 Provide a residential fire sprinkler system throughout: 1. Provide a minimum 1-inch water meter. 2. Provide a backflow prevention device/double check valve assembly — A 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. Drawings submitted to Building Department for review and approval shall clearly indicate fire sprinklers shall be installed under a separate deferred fire permit, approved by the Fire Department prior to installation. Reviewed by: C, K Date: 9I)5II4- CITY OF BURLINGAME r COMMUNITY DEVELOPMENT DEPARTMENT BURLINGAME 501 PRIMROSE ROAD BURLINGAME, CA 94010 PH: (650) 558-7250 0 FAX! (650) 696-3790 www.burtingame.org Site- 1516 HOWARD AVENUE The City of Burlingame Planning Commission announces the following public hearing on MONDAY, NOVEMBER 24, 2014 at 7:00 P.M. in the City Hall Council Chambers, 501 Primrose Road, Burlingame, CA: Application for Environmental Review, Design Review and Special Permit for declining height envelope for a new, two- story single family dwelling and detached garage at 1516 HOWARD AVENUE zoned R-l. APH 028-291-040 Mailed: November 14, 2014 (Please refer to other side) City of Burlingame PUBLIC HEARING NOTICE 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 Poad, 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)