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Home My WebLink About818 Crossway Road - Plans�`'�� BURLINGAME (— — l DATE: 7.2.15 CITY OF BURLINGAME Community Development Department MEMORANDUM TO: 818 Crossway Road file FROM: E. Lewit SUBJECT: plan discrepancy , _ ��a ,�,�, :,��, r�...,...�.,,✓ r�.�..�,. Approved plans for Design Review on 2.9.15 did not accurately reflect the new floor plan for the lower level. The 'Play Room' area on Sheet 3 was proposed to be expanded to line up with the wall of the family room. The approved elevations are accurate. The plans submitted for the Building Permit were corrected and reflect the approved elevations. The change adds 40 SF to the proposed floor area (staff report table showed 3,533 SF and was red-lined to show 3,573 SF proposed FAR). ti � � z��, , � �4 J � J -�_ ��, V � � � ii 0 �2.�D' ��I �� o Cu� 2Y � RWv � t<Y�rn.0 "rRu T� 24° bo� � Z2.52' � � C�� f..�.w u� I �utwi c¢GP� NY�T-c O �'ba �E� o¢� S Ja{'�Nt-t r _ K� (� N �y, �a�.�� o �� 1 � ' � � � I�uT�KeK 2oL' . 21 �-4' ��.__� �^_- �E� PAJ� C�i �, t�,•� �wa.Y 0 m ! I � �- r - - � / I � CEi r' _ _ � � io'£• 1' 1 _ � ,,,, p i y I ` .�29�'il' t--- � i � I ,� � f f � I �I I _ � y . � I �au�2 �Tu+ i �oN1��i�TiaJ � I ' hNlNt�s I GL�C� � py' � i O I � � r _ - _ - I I _ �l :EiGONC �� 84 � �,.,�•.Y c� -��,�Y _ _ � 3�.�9' �N w �� fl+ �� "(�sj l� Lb.W�I ct> LNJ�I � �ckc. I 4w.r � �. 4 ' - - si nc ws.� 3e �iy � 7vE � 10" � f o 7R �P � � FI �I � Si - I . O I � i = I � � io � v O y � � � KAVANAGH ENGINEERING n,.hv�.,r •e;w�. �.cd,.� uwo�o-n�� I�598�0! � .�ue5a�sca. �uteeolS�D�am i�.ioio �mb o.�n �m.ea.i e@.otmm ua ama.„ Re. Bmtinpme, G 91010 RE: 818 Gonwp Rd SPOT EI�VATIONS � ne. �: Pa aa m'mw dvaC I�.I OUJ. ve luv� complatad av wrvey af We pAjed a 818 Crmsw.vs Rd Rdam« de.won u C5ty BmfA Mrk �i]8. on the uqarly wA of t6e mm�ection of cmoWn.m eesaai �r. � w n�. The �euW o(ov wrvey ue u foilo.��. ELlVATION (/n cM n.�.. � r�wnr ce.�.,: � � � 31.91 e.t a�u ��.0 u ae � �fl 35 60 IS' Selb�dy: F� � 31.19 J3.89 B��d L�eR�' ZZ,Z �..� Top of Car6 OppMte Front Property Coroen: FmN Rjqht J 1.78 Fmnt I.dl 3J.36 AvmgeTopof(lup �25� � eow. co.e.., �n W w�a. co..u�: w Rig�n Frvnt ) I s0 Left Fmm �� Rg6� Bs:k :tl �� Mid BrY I�wwde Comer 28.?9 �fl � 19 7I NooePmbYadFbor. � e Building FinisMd Floor (FF) Froni J] 18 �q� Buildmg fF B�tl Ba+anrnt 19 a2 � � � Y v>r o-wr so�. � a KA�VyANAGH F1IGQJEERNG y� tl S� ar`lu L � •.9 RC¢1085! V� u�'� o��w • uwvEYwc • unun¢s ar� �w �� .aw�a �� AI r NON-COMPLIANT pLl,'MBING F[XIlJRES TO BE REPIACED BY W'ATER- CONSERVING PLUMB(NG FIXI'URES WF{EN A PROPERTY IS UNDERGOING ALTERATIONS OR [�1pROVEMENIS. PROJECT WILL COMPI.Y WITH THE 2013 GLIFORNIA ENERGY EFFICIENCY STANDARDS. "ANY HIllDEN CONDI170NS TFiAT REQUIRF. WORK'1'O BG PERFORMEp BEYOND THE SCOPE OF THE BUILDING PERMIT [SSLED FOR THFSf PLANS MAY REQUIRE FURTHER CTIY APPROVALS �NCLUD[NG REVIEW BY THh P[.ANNING COMMISION" THE BUILDING OWNER,pROJECT DESIGNER,.�1ND /OR CON7RACTOR MUSC SUBMIT A REVISION TO THE CI'IY FOR ANY WORK NOT GRAPHICALLY Ill.USIRATED ON THE )OB COPY OF THE PLANS PRIOR TO PERFORMING THE WORK. OSHA PERMIT W[LL BE OBTAINED FOR'I'HE SHORING A i,:iE EXCAVATION IN THE BASEMENT pER CAL/OSH.4 REQUIREMF.N'IS. e. T6e walls of ttie proposed basement shell be properly s6orM, prior [o conspuctio� ecanty. '[his excavadon may neod temporary shpring. A wmpetrnt contraceor sha11 be consuhed (or recommrndapunv and desig� of shoring scheme for the ezcavation lbe �ommrnded dcsi� type o[ s6oring shall be approved by the e.iginea of record or soils engineer prior to usage. b. All appropriate guidelines of OSHA shnll be incotporated iato the shoring daig� by the contractor. Whee apace pemiits, temporery constructlon slc;.� may be utiliud in lia of starvig. Mezimum alloweblo vertical cut for the subject pro�ect wi�� be five (5) fed. Beyond that horizontal benches of 5 tat wide will be requuzd. Temporuy shores shall not excced 1 to 1(honzontal to verticel). In some areas due to ldgh moisture content / water teble, flena slopes will be Iequired which will h� recommended by the soils engineer in the field. c. If shamg is �equired, specifY on the plaru the licrnsed desi�.� �rofasional that has eole �esponsibiliry ro dasign md provide adequaro shonng, bra��r.g, fortnwo�ic, etc. ee eequ'ued for the protecUon of life and property during conswcuor. �f t�e building. d Shonng and brx�ng ehall tanein in plece until floors, roof, arn wall sheathing have been aiarcly consWcoed. a Shming piens ahe11 be wet-etamped snd signed by the ecgineer-ot-record ood submitted to the city for rcview pnw to construcdon. If applic;sle, inchde swcharge loads from adjecrnt atructu�es that aze w��h�n the mne of influon, :�;5 degree wcdge up the slope from the base of the retaining will) and / or dnveway sur,harge loads. Note: - - - w,+c.n ana eee�sssa an�o oe Weo.a on ounw,�y m wcn e posnwn :, ro oe M�N �eb e'a iepde norn u» nree� a iaao a v�apery. n�s nurocn snen cmkut w!� New W�kproun0. aMll Ds e rm. of orw�laM IrMi stroke T� :wo arq arnsn tiaws npn. ua me� o. numeny a e�emeM ih�w�siso m a,� .�aw oontnkllon� anasavro a repeb a enMk�7 cantruc�bn. The v�'er a wch iuminalbn N�ex nw De normeny ewMcneor. M resWentlN P�W� exterbr Mp�tYp oulMe entl PoMree MWI rrot be Iocete0 mae t�en B IeM aDae etlMant GreOe a requiroA IeMirq: welb a ponian ol .eue arbn na ee noodur, a�y.Meaea tipn rncn,ree wnia, rxw iipm ao�+waro eMA De albwed, eMopl for IYumnetsE �tree' numDer requ7reE by fire Eeparlment. 'CONS711CTION HOURS' rb Person ensll enct uerroNsn. aner a reper erry MtlWtrp a atnwturo cmer iMn Detwewi IM blbwinq Mun �xoepl on aw cw d uipan ^eoeey�Y m me tWrea ol qiblk MeM anO eefey. erW tMn onN w�ltli pnor written epprovei hom I�e BuX�r4 OMkYsI. wniM eppwal eneN Oe prenrea Ax a Denoa na ro axoesC Mxes UM. NdMaye ere IM flrM day ol Jartia7. ttYN MaMey o1 FeDruary. the ros+M«�mr a May. me ra,rm mr a,wy. v�. em M«bar a seqerree�. u,e ebvenM 4eY W Nv✓emWr� tM burth TwreOey or NOVenDer. a the hveny.rylm \ 4eY d DeoemDer IeNe upon e SurMey the IaMowirq Mwidey b e hdWaY. \ Montley �Nap� frklay: 7AM TO 7PM ��4M� BAM TO BPM � SuMeY,+�d MdiAeya: 70AM TO BPM �� ° �l" � GC CN� �-0n i 3144 A - sl ,'4�� :.,� ° � �% o �N � � v h1,q I� G4�P� ��4 _--�L_- _ ._ --'- �13 �%�-o-- = �.�,�,�' �=o�,p %I7� �� N ��a��: i��.io� r �� W IK�oWS: ��au�.�o.-�co -rr�,�a��v� ��r��--� , L� LL '� �i 4,11�GiG+C�I ti1 C-� W I L L��'cM,�.l u� �� SHEET INDEX t SITE PLAN 2 PROPOSED MAIN FLOOR PLAN 3 PROPOSED LOWER FLOOR PLAN 4 PROPOSED ELEVATIONS 5 EXISTING FLOOR PLANS 6 EXISTING ELEVATIONS 'e'f'J� ONTACTS BUILDING DESIGN JOANN GANN 244 FULTON STREET REDWOOD CITY, CA 94o6z 650-464-9i8z OWNER KEVIN LAKE sirE i�.rog�t,�npy PROPERTY AUURFSS SITE AFit:A ASSESSORS PARCEL NUMBER 7.ONF. UIS7RICT CONSTRUCTION TYPE NUMBER OP STORIES BUILDING SITE COVERAGE EX MAIN FLOOR EX LOWER FLOOR EXISTING GARAGE PORCH (! 0.3 x I O) EXEMPTION TOTAL EXISTING NEW MAIN FLOOR NEW LOWER FLOOR TOTAL FAR COVERAGE (32 x)+ I 100 + 400 = 4.592.4 MqX TOTALLOTCOVERAGF MAX. 3,665.6 8 B CROSSN'AY' R0.4U s9.�sF t:�'029-021-27p R-1 �! 1 T1�0 STORti' 12(12.1 Sf� 537.5 SF 607.9 SF 2.436.5 til�- �- 735.2 S} a?o.t sr 1.1653 SP �,601.6 SF 2.230.1 SF 818 CROSSWAY ROAD PPLI ♦a� F rnnc� ..�.. oe�..,. .�. BU R LI NGAM E� CA Califomia Residrnrisl Code 2013 Glifomia Building Code 2013 4i 5-57z-34o3 Califomia Fre Code 20I3 California Rumbing Code 7A13 Callfomia Electrical Codt 2013 Califomia Mechanica! Code 2013 SCO P E O F W O R K: ��f�++ �ergy code zoi0 Califomia Energy F}�ciency Standards 7AI0 ADDITION OF 735.2 SQ FTTO MAIN FLOOR FOR Ca�ifomieGreenBuildingSundudsCode2013 NEW MASTER BEDROOM, MASTER BATH, OFFICE, LAUNDRY ROOM AND REMODEL KITCHEN.ADDITION OF � � w � ` 43o.t SQ FT TO LOWER FLOOR FOR FAMILY ROOM, i . o� o '� BEDROOM AND BATH. � • ° I'r'.✓ M r • �. i.. - - - 1 r,a COMPLETED COPIES OFTHE GREEN BUILDINC MANDATORY MEASURFS �' CHECKLIST WITH SUBMITTAL OFTHE BUILDING CODE PL4N CHECK. , �� m , , µ,,,,,. o . �si., . ' �„, ' o . o ° m o � O �. � . �_.. o00O o O , � p � m p O m 0 t� O . `$ p . o d o . ° � ,,...,,,.,� • ' � � m �.. � - oo � � � � • ° C 4 "'� � �I� ��I� z : � '-�� <-- I � � i � � t -- -i-' - 4� __I • i � ,I�� I I i I�'�I I � +� t - � �I� ', -i -- al ' �'. i� -- � � ,` . - MAIN FLOOR I) 4X14.1=56.6 2) 23.6X26.1=619.2 1) 1.3 X 14 =18.6 - 4) 25 X 34.1 = 854.1 5) 7.3X10.3=75.7 6) I.BX10=18 7) 15.6X16.5=258.5 - B) 4.3X1.1=5 � 9) 7.3x4=293 � rorai. �v3a.9 � LOWERFLOOR 1_ io>sxis.i=ios.s 11)3.3X6=19.9 12)13X9.5=123.5 13)16.IX14.I=229 , 14)14.8X9.5=141 I?)4.5 X 33 = 14.9 16) 73 X 10.3 = 75,7 - I7�143Xi6.5-236.4 1�73g2=14.6 � ; 1'OTAL 9�603 � � REV1810NS CIz-I i4 -� ��r ��-�`�'�4 u C ' � � p. � � E g i �' y�Q o U C7 �.�� N�� o��tt� U C � o C n s t ¢ �a o° �� Q � �ITC �LpdJ C� .� O � � � Q •'" ��c� ¢ � �U � � � � .� � N O � � �a�� vJ .�4 00 �+ � � � � f�aoom °.e' � I � i 4 "0'�' las ucs«� � �M�, Jo° 14�I s�..� A l a -� sn..�. 1 I � `f.."r" , REVISION8 Ir IZ I� 14 � ��,� 4�, � "��.'�" �, Ir��_u' �I'-lo�� , � - - - -- --- - - ------ --�--- - -- - -- �---- - i GSNT Eh (=t7'S , C�)'��4`� __ � - x o� ^ �� , z �� 0 �_ I C2� �` ,� �� «MT . ��.��. ►�n��_ - , �� _� �n �t�� { Y � i �, �� l (2�2��,c �}° �ENG17 '{� i O IG � � / I i � —i I LitiEu �� '(�3f fsJA'Tl-� I o � a � � �- fl � � 'f 1'� Fr.�rt 7 - � I � ,�� _ c� � J` W ---- I O \ N� 3 0 I � . 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J ry [ g � � G a 0"' C� UH o t C� v �m—, 'o � �.�� N �� -,��att� � � V �� ¢ �-w c o= a� ^�.,� � P /1 N LI ELE V 6,Tic�1-IS � � Q � .,�..� R� � .-� � � ... Q � � U �'d3� � m � � � ba�.� ..� a� � � � � � i�. ra o0 fYl °'r to.Ifi•14 "� bs uoT�n °�-^ J M Jo° 14a�� s�..� � a 7 u�.n. _ C�) '�� LEV�.�IoN u„`; �� ''^ • .: : . ::.� , �.,... SAN PAATEO COUNTYWIDE VVater Pollution Prevention Program Clean Water. Heal�hy Community. Construction 13est ' Mana ement Pract�ces BMP g s Construction projects are required to implement the stormwater best management practices (BI�) on this page, as they apply to your proj ect, all year long. P�intimg � ��ing Re�oval I��teri�ls 8L �Vaste Management Non-Hazardous Materials 0 Berm and cover stockpiles of sand, dirt or other construction material with tarps when rain is forecast or if not actively being used within 14 days. ❑ Use (but don't overuse) reclaimed water for dust con�ol. Hazardous Mater3als ❑ Label ali hazardous materials and hazardous wastes (such as pesticides, paints, thinners, solvents, fuel, oil, and antifreeze} in accordance with city, county, state and federal regularions. ❑ Store hazardous materials and wastes in water tight containers, store in appropriate secondary containment, and cover them at the end of every work day or during wet weather or when rain is forecast. ❑ Follow manufacturer's application instructions for hazardous materials and be careful not to use more than necessary. Do not apply chemicals outdoors when rain is forecast within 24 hoius. ❑ Arrange for appropriate disposal of all hazardous wastes. Waste Management ❑ Cover waste disposal containers securely with tarps at the end of every work day and during wet weather. ❑ Check waste disposal containers frequendy for leaks and to make sure they are not overfilled. Never hose down a dumpster on the conshuction site. ❑ Clean or replace portable toilets, and inspect them frequently for leaks and spilis. ❑ Dispose of all wastes and debris properly. Recycle materials and wastes ihat can be recycled (such as asphalt, concrete, aggregate base materials, wood, gyp board, pipe, etc.) ❑ Dispose of liquid residues from paints, thinners, solvents, glues, and cleaning fluids as hazardous waste. Construction Entrances and Perimeter ❑ Establish and maintain effective perimeter controls and stabilize all construction entrances and exits to su�ciently control erosion and sediment discharges from site and tracking off site. ❑ Sweep or vacuum any street tracldng immediately and aecure sediment source to prevent further tracking. Never hoso down s�eets to clean up tracking. Equipment liRan�gement & Spill Control :�: � Maintenance and Parking ❑ Designate an area, fitted with appropriate BMPs, for vehicle and equipment parking and storage. ❑ Perform major maintenance, repair jobs, and vehicle and equipment washing off site. ❑ If refueling or vehicle maintenance must be done onsite, work in a bermed area away from storm drains and over a drip pan big enough to collect fluids. Recycle or dispose of fluids as hazardous waste. ❑ If vehicle or equipment cleaning must be done onsite, clean with water only in a bermed area that will not allow rinse water to run into gutters, streets, storm drains, or surface waurs. O Do not clean vehicle or equipment onsite using soaps, solvents, degreasers, steam cleaning equipment, etc. Spill Prevention and Control 0 Keep spill cleanup materials (rags, absorbents, etc.) available at the construction site at all times. ❑ Inspect velucles and equipment frequently for and repair leaks promptly. Use drip pans to catch leaks until repairs are made. 0 Clean up spills or leaks immediately and dispose of cleanup materials properly. ❑ Do not hose down surfaces where fluids have spilled. Use dry cleanup methods (absorbent materials, cat litter, and/or rags). ❑ Sweep up spilled dry materials immediately. Do not try to wash them away with water, or bury them. ❑ Clean up spills on dirt areas by digging up and properly disposing of contaminated soil. ❑ Report significant spills immediately. You are required by law to report all significant releases of hazardous materials, including oil. To report a spili: 1) Dia1911 or your ]ocal emergency response number, 2) Call the Govemor's Oi�ce of Emergency Services Waming Center, (800) 852-7550 (24 hours). Eay-t�work 8z Conta�unated 5oils Erosion Control ❑ Schedule grading and excavation work for dry weather only. ❑ Stabilize all denuded azeas, install and maintain temporary erosion controls (such as erosion control fabric or bonded fiber matrix) until vegetation is established. ❑ Seed or piant vegetation for eresion control on slopes or where construcrion is not immediately planned. Sediment Control ❑ Protect storm drain inlets, gutters, ditches, and drainage courses with appropriate BMPs, such as gravel bags, fiber rolls, berms, etc. ❑ Prevent sediment from migrating offsite by installing and maintaining s;diment controls, such as fiber rolls, silt fences, or sediment basins. ❑ Keep excavated soil on the site where it will not collect into the street. ❑ Transfer excavated materials w dump �ucks on the site, not in the street. ❑ Contaminated Soils ❑ If any of the following conditions are observed, test for contamination and contact the Regional Water Quality Control Board: ■ Unusual soil conditions, discoloration, or odor. ! Abandoned undeiground tanks. ■ Abandoned wells � Buried batrels, debris, or trash. Paving/Asphalt Work ❑ Avoid paving and seal coating in wet weather, or when rain is forecast before fresh pavement will have time to cure. ❑ Cover storm drain inlets and manholes when applying seal coay tack coat, slurry seal, fog seal, etc. ❑ Collect and recycle or appropriately dispose of excess abrasive gravel or sand. Do NOT sweep or wash it into gutters. ❑ Do not use water to wash down fresh asphalt concrete pavement. Sawcutt3ng & Asphalt/Concrete Removal ❑ Completely cover or barricade storm drain uilsts when saw cutting. Use filter fabric, catch basin inlet filters, or gravel bags to keep slucry out of the storm drain system. ❑ Shovel, abosorb, or vacuum saw-cut slurry and dispose of all waste as soon as you aze finished in one location or at the end of each work day (whichever is sooner!). ❑ If sawcut slurry enters a catch basin, clean it up immediately. Con�rete, G�out & l�orta�- ❑ Store concrete, grout and mortar under cover, on pallets and away from drainage areas. These materials must never reach a storm drain. ❑ Wash out concrete equipment/trucks offsite or in a contained area, so there is no discharge into the underlying soil or onto siurounding areas. Let concrete harden and dispose of as garbage. ❑ Collect the wash water from washing exposed aggregate concrete and remove it for appropriate disposal offsite. ❑ Effecdvely manage all run-on, all nmoff within the site, and al! runoff that discharges from the site. Divert run-on water from offsite away from all disturbed areas or otherwise ensure compliance. ❑ When dewatering, notify and obtain approval from the local municipality before dischar�ng water to a street gutter or storm drain. Filtration or diversion through a basin, tank, or sediment trap may be required. ❑ In areas of lmown contamination, testing is required prior to reuse or discharge of groundwater. Consult with the Engineer to determine whether testing is required and how to interpret results. Contaminated groundwater must be treated or l�uled off-site for proper disposal. Storm drain polluters may be liable for fines of up to $109000 per day 9 Painting cleanup ❑ Never clean brushes or rinse paint containers into a street, gutter, storm drain, or surface waters. ❑ For water-based paints, paint out brushes to the extent possible. Rinse to the sanitary sewer once you have gained permission from the local wastewater treatment authority. Never pour paint down a drain. ❑ For oil-based paints, paint out brushes to the extent possible and clean with thinner or solvent in a proper container. Filter and reuse thinners and solvents. Dispose of residue and unusable thinner/solvents as hazardous waste. Paint removat ❑ Chemical paint stripping residue and chips and dust from marine paints or paints containing lead or hiburyltin must be disposed of as hazardous waste. ❑ Paint chips and dust from non-hazardous dry stripping and sand blasting may be swept up or collected in plastic drop cloths and disposed of as trash. I,andscape 1Vlaterials . ;.,; O Contain stockpiled landscaping materials by storing them under tarps when they are not acUvely being used. ❑ Stack erodible landscape material on pallets. Cover or store these materials when they are not acrively being used or applied. ❑ Discontinue application of any erodible landscape Qnaterial within 2 days before a forecast r�in event or during wet weatt►er. Applicatio� Dewatering